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2482 Waxwing Way 18-2140; NEW SFH
CITY OF SANFORD 0 FIRE DEPARTNiENT E)1 J -4- P-4 I — Building & Fire Prevention Division PERMIT A PPLICA TION Appilkation, No: YDocumentedConstructionValue: $IR4 31f4V 310 q51 .40 Job Address: 2 Z'L W 0 w1' I-) VVAV Historic District: Yes[--]No7 Parcel ID: 17-20-31 -502-0000- 0 Residentialwl Commercial f Type of Work: NewAddition[] Alteration[] Repair Demo F]Change of Use[] Move H Description of Work: NEW SINGLE FAMILY HOME WYNDHAM PRESERVE LOT # IS Plan Review Contact Person: Daphne Clark Phone: 407-257-6940 Fax: Title: Email: Parksquare@PermitsPermitsPermits,com Property Owner Information Name Park Square Enterprises LLC Phone: Street: 5200 Vineland Rd STE 100 City, State Zip: Orlando FL 32811 — Resident of property? : Contractor Information Name VISHAAL S GUPTA - PARK SQUARE HOMES Phone: 407-5293100 Street. 5200 Vineland Rd STE 100 City, State Zip: Name: Street: City, St, Zip: Orlando FL 32811 Bonding Company: N/A Address: Fax: State License No.: CRC1330351 ArchitectlEngineer Information Phone: Fax: E- mail: Mortgage Lender: N/A Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6" Edition (2017) Florida Building Code Revised: January 1, 2018 Permit Application 0- N 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 pennit 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. V'- 5-13 Ilk Signature of Owner/Agent f Dke — — VISHAAL S GUPJ;A print ONvti' sign f Notary -State of Florida D. A UMK W COA(MON # FF 2091oe, A rrEXPIRES:* JUJune27,2019 so'l00006yhmwl,lmarysoro'c Owner/ Agent is YES Personally Known to Me or Produced ID N/A Type of ID Signature of 'ontractor/Agerit D0at_(J__ VISHAAL S GUPTA Print Contra Signature ot'Notary-State of Florida Date y D. A. CM MY 00MMUM # FF 2MOB EXPIRES: June 27,2019 CSXrtor) lnerRV)TV?6FsonalIy Known to Me or Produced ID N/A Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building W Electrical Mechanical Plumbing'— Gas[ LZfW _] Roof ] Construction Type: \[!?2 Occupancy Use: T_111. Flood Zone: Total Sq Ft of Bldg: 2=&!Ka Min. Occupancy Load: k!S— # of Stories: New Construction: Electric - # of Amps 260 — Plumbing - # of Fixtures L Fire Sprinkler Permit: YesE] No g #of Heads APPROVALS: ZONING: UTILITIES: ENGINEERING: # ATCJ-1'7-N9 FIRE: COMMENTS: Ok to construct single family home with setbacks and impervious area shown on plan. 3 z, Fire Alarm Permit: Yes 11 No rL WASTE WATER: BUILDING: ! ir 22-ts Revised: January 1, 2018 Permit Application CITY OFF A Building & Fire Prevention DivisionIDrPERMITAPPLICATION FIRE DEPART&4ENT ApplicationNo: p—all-io Documented Construction Value: $ 1-77, 3 00 Job Address: 2 YLI- Wf WA V Historic District: YesF]No[21 Parcel ID: 17-20-31-502-0000- 1 &10 ResidentialFv(]Commercial Type of Work: New R_/ AdditionD AlterationE] Repair F]Demo F]Change of UseR Move[] Description of Work: NEW SINGLE FAMILY HOME WYNDHAM PRESERVE LOT# Plan Review Contact Person: Daphne Clark Title: Phone: 407- 257-6940 Fax: Email: Parksquare@PermitsPermitsPermits.com Property Owner Information Name Park Square Enterprises LLC 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 Name: Street: City, St, Zip: Bonding Company: N/A Address: Architect/ Engineer Information Phone: Fax: E- mail: Mortgage Lender: N/A Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be per -formed 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 1, 2018 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be fouvd,.in th(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. Ld S _13 Ilk Signature of Owner/Agent I D6te VISHAAL S GUP A Print Owner/Agent' J t4 r_ Sign gjRfNotary-State Florida ofFloDe R• •RD. WMISSION # FF 209108 EXPIRES: June 27.2019 Ok 6%*dlhtu8*1Natarysenice- Owner/Agent is YES Personally Known to Me or Produced ID N%A Type of ID WAZ Signature of ontractor/Agent 6vat4l(Ir VISHAAL S GUPTA Print Contractor/ Agent's 11 Signature of Notary -State of Florida Date MY OUISSION 0 FF 2NI08 EXPIRES: June 27, 2019 Coll or" e%W Iv sonally Known to Me or Produced ID N/A Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing© GasE] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes n No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: WASTEWATER: FIRE: BUILDING: Revised: January 1, 2018 Permit Application Iy®'L/gib COUNTY OF SEMINOLE IMPACT FEE STATEMENT 3 )o) STATEMENT NUMBER: 18100004 DATE: May 07, 2018 BUILDING APPLICATION #: 18-10000442 BUILDING PERMIT NUMBER: 18-10000442 UNIT ADDRESS: WAXWING WAY 2482 17-20-31-502-0000-1540 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: 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: 2482 WAXWING WAY / WYNDHAM PRESERVE SFR I ---------------------- FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE 1 ----------------------------------------------------------- I ------------- ROADS-ARTERIALS CO -WIDE ORD Single Family Housing 705.00 1.000 dwl unit ROADS -COLLECTORS 705.00 N/A Single Housing 100 1.000 dwl unit 00 FIRE RESCUE N/A 00 LIBRARY CO -WIDE ORD Single Family Housin 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 T14AN 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 rarcei 1U Numaer: l /-n-ii-502-0000-I 0 Prepared By Daphne Clark (IR(!Tr MAI oy a 1,EN.*(r.j0[ 7 C )fjj,j i yandParkSquareHomes (1-I.RK OF C"RCUIT C:Gt1RT ?Y Return To: 5200 Vineland Road, Suite 200 BK 91 - I- s 1. 61 ( I P:.3 s Orlando, FI32811 CLERK'S = 2018068009 I `?RDING FEE Ip,iti) NOTICE OF COMMENCEMENT. RF C:(?RDE D k'y c ,rr i th State of Florida. .. County of Seminole. Permit Number: The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of Property: LOT Legal Description: WYNDHAMPRESERVE according to the plat thereof, as recorded in Plat Book 81, Page 93-102, of the public records of Seminole County, Florida. Address ; , Sanford F132773 2. General Description of Improvements: New Single Family Home 3. Owner Information : 6. 7. 9. 10. Name Address Telephone Fee Simple Title Holder: Contractor Name and Address: Name Address Telephone Surety: N.A. 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, Fl 32811 407) 529-3000 Name Fifth Third Bank Address 5050 Kingsley Dr. MD: 1MOC3J Cincinnati, OH 45227 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 In addition to himself, Owner designates the following to receive a copy of the Lienor's Notice as provided in 713.13(l)(b), Florida Statutes. N.A. Expiration date of notice of commencement: One year from the date of recording. WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTENT TO OBTAIN FINANCING, CONSULT YOUR LENDER OT ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOURNOTICEOFCOMMENCEMENT. r l11. Date Signed: In h Signature of Owner's Agent: _ Vishaal Gupta Executive Vice President, Park Square Enterprises LLC Sworn to and subscribed before me this day by Vishaal Gupta who is personally known to me and did not produce ID. Notary Public Daphne ClarkR s"` My commission expires: 6/27/19 Serial No. FF209108 Notary Signature: l l aa CITY OF S.,k 4FORD PLANNING & DEVELOPMENT SERVICES DEPARTMENT Flood Zone Determination Request Form Name: Michelle Parkison Firm: Park Square Homes Address: 5200 Vineland Road, Suite 200 City: Orlando State: FL Zip Code: 32811 Phone: 407-529-3135 Fax: Email: mparkisonCa)parksquarehomes.com Property Address: 2482 Waxwing Way Property Owner: Park Square Enterprises, LLC Parcel identification Number: 17-20-31-502-0000-1540 Phone Number: 407-529-3000 Email: The reason for the flood plain determination is: W New structure Existing Structure (pre-2007 FIRM adoption) F-1 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) 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: F-1 The parcel is in the: F-1 floodplain El floodway F-I A portion of the parcel is in the: El floodplain EJ floodway FO-1 The parcel is not in the: FE-1floodplain F-1floodway The structure is in the: Elfloodplain Ejfloodway The structure is not in the: E] floodplain 0 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# 18-2140 Reviewed by: Michael Cash, CFM Date: May 17,2018 CITY OF Application for Right -of -Way iZ)ANFORD Utilization Permit PLANNING & DEVELOPMENT 300 North Park Avenue, Sanford, Florida 32771 SERVICES DEPARTMENT Phone: 407,688,5140 Fax: 407.688.5141 This permit authorizes work done in the City of Sanford's right-of-way in accordance with the City's regulations and the attached construction plans approved as part of this permit. it does not approve any work within any other jurisdiction's right-of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the size and location of the existing right-of-way and use shall be provided or application could be delayed. Project Location/Address: Aerial Installation Underground Utilities Small Cell/Wireless Other (describe): rol 0 Directional 'B'ore El Roadway open cut -single lane Co -location Brief Description of Work: DRIVEWAY FOR NEW SINGLE FAMILY HOME Jack & Bore Roadway open cut —multi lane New pole WYNDHAM PRESERVE LOT# _J_,> Schedule of Work: Start Date: Completion Date: 11 Emergency Repairs - Reason: Excavation Information: TotalLength(Feet) # Open Roadway Cuts: Aerial Info: Length (Feet) # of Poles (Existing) (New) 11 This Application ed Signature: Print Name: VISHAAL S GUPTA Firm/ Company: VISHAAL S GUPTA - PARK SQUARE HOMES Date: Ar Address: 5200 Vineland Rd., STE100, Orlando FL32811 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: t i ch 9Lt[L I have read and uroWrst^d 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: Fee: Date: Date: Date: Date: Date: LIMITED POWER OF ATTORNEY DATE: 14 llyLk I HEREBY NAME AND APPOINT: AI n PeMW, Apffigoyeaffol, Langy jahngr Align ahner, Gu tav Bates Ka nMcAd EACH AN AGENT OF: PARK SQUARE HOMES TO BE MY LAWFUL ATTORNEY IN FACT TO ACT FOR ME AND APPLY TO THE BUILDING DEPARTMENT OF: lod FOR A BUILDING PERMIT FOR WORK TO BE PERFORMED AT LOT NUMBER: `l SUBDMSKON: ADDRESS: 1 41\J PARCEL ID: AND TO SIGN MY NAME AND DO ALL THINGS THAT ARE NECESSARY TO THIS APPOINTMENT. VlaHALkL9 GUEA ft!6M9 QE QQNjLAQTQ& QgIN16DRE QE © 0R. T TE gERT. I gRP1330351 CONMA9TA' STA REGILTMTIQN NUMDER. The foregoing instrwnent "ackl beforeme this DATE: BY: VI H Who is personalty known to me and did not take an oath. STATE OF FLORIDA COUNTY OF ORANGE. NAME: D.A.Clark My Commission # FF209108 My Commission Expires 6/27f19 WIML SCPA Parcel View: 17-20-31-502-0000-1540 http://parceldetaii,sepafl,org/ParcelDetaillnfo.aspx'?PID=l 720315020— Prog2M ftcorg Card Parcel: 17-20-31502-0000-1540 na..ra re Prop" Address; 2482 WAXWING WAY SANFORD, FL 32773 Parcel Information Value Summary Parcel 17-20-31-502-0000-1540 2018 Working 2017 Certified Owner BRISSON INV LLC Values Values Valuation Method Cost/Market Cost/Market Property Address 2482 WAXWING WAY SANFORD, FL 32773 Number of Buildings 0 0 Mailing 27 N SUMMERLIN AVE ORLANDO, FL32801 Depreciated Bldg Value Subdivision Name YNDHAM f RESERN E Depreciated EXFT Value Tax District Sl-SANFORD Land Value (Market) $45,000 14,000 DOR Use Code 00-VACANT RESIDENTIAL Land Value Ag Exemptions Jy§t/MafketVsjua $45,000 14,000 4V L '+V Portability Adj 40 1 55,24 Save Our Homes Adj $0 0 Amendment 1 Adj $0 0 i 151152 1531 154 P&G Adj $0 Assessed Value $45,000 0 14,000 I C%4 v Tax Amount without SOH: $266.00 oo ZQjLTax -Bill mwM $266.00 Tax Estimator Save Our Homes Savings: $0.00 0/ AnIAnAn -An 1A Does NOT INCLUDE Non Ad Valorem Assessments Legal Description LOT 154 WYNDHAM PRESERVE PB 81 PGS 93-102 Taxes Taxing Authority Assessment Value Exempt Values County General Fund 45,000 Schools 45,000 City Sanford 45,000 SJWM( Saint Johns Water Management) 45,000 County Bonds 45,000 Sales Description Date Book Page Amount Qualified No Sales Taxable Value 0 $ 45,000 0 $ 45,000 0 $ 45,000 0 $ 45,000 0 $ 45,000 Vac/ Imp Find Comparable Sales Land Method Frontage Depth Units Units Price Land Value LOT 1 $45,000.00 Building Information Permits Permit # Description Agency Amount CO Date Permit Date 45, 000 1 of 2 3/28/2018, 6:55 PM 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 Sheathiniz — Walls 30 Sheathing:-.Loof 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: ELECT Min Max Inspection Description 10 Underground Electric 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final MOT` 0.004*11 0,011 a, MR, a Max Inspection DescriptionMin 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final iVIECHANIGA P T rin Max I Inspection I)escription Mechanical Rough 00 Mechanical Final REVISED: June 2014 FORM R405-2017 FLORIDA ENERGYEFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 154 Tribeca C LHG Loft1loBed3 - S Builder Name: Park Square Homes Street: 2482 Waxwing Way City, State, Zip: Sanford , FL , Permit Office: City of Sanford Permit Number: Owner: Park Square Homes Jurisdiction: 691500 Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 21 1. New construction or existing New (From Plans) 9, Wail Types (2693.3 sqft,) 1 Insulation a 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=11.0 1368.00 ft2 b. Concrete Block - Int Insui, Exterior R=4.1 1059.30 fV 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=11.0 266.00 W 4. Number of Bedrooms 3 d. N/A R= ft2 10. Ceiling Types It202.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1202,00 ft2 6. Conditioned floor area above grade (W) 1986 b. N/A R= ft2 c. N/A R= ft2 Conditioned floor area below grade (W) 0 11. Ducts R W 7. Windows(211.0 sqft,) Description Area a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 397.2 a. U-Factor. Dbl, U =0.55 105.00 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 41.0 SEER:16.00 c. U-Factor. Dbl, U-0.54 42,00 ft2 SHGC: SHGC=0.25 13. Heating systems kBtu/hr Efficiency d. U-Factor. N/A W a. Electric Heat Pump 39.0 HSPF:9.00 SHGC: Area Weighted Average Overhang Depth: 3.246 It. Area Weighted Average SHGC: 0.235 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (1986,0 sqft.) Insulation Area EF: 0.900 a. Slag -On -Grade Edge Insulation R=0.0 927.00 W b. Conservation features b. Floor Over Other Space R=0.0 784.00 ft2 None c. other (see details) R= 275.00 ft2 15. Credits Pstat Glass/ Floor Area: 0.106 Total Proposed Modified Loads: 59.12 PASS STotalBaselineLoads: 62.15 1" M.7 1 hereby certify that the plans and specifications covered by Review of the plans andHAl 0, Ufa thiscalculationareincompliancewiththeFloridaEnergyspecificationscoveredbythisAVCode. Digitally signed by Rafael calculation indicates compliance Rafael Izquierdo lzgwefdn with the Florida Energy Code. Dater 2018.041112:0607 0400' PREPARED BY: Before construction Is completed t DATE: _ _ _ _ this building will be inspected for 0 compliance with Section 553.908 I hereby certify that this building, as Oesigned, is in compliance Florida Statutes. 1, with the Florida Energy Code. Qb W10 OWNER/ AGENT: : BUILDING OFFICIALDATE: t " ' DATE: Compliance requires certification by the air handier unit manufacturer that the air handier enclosure qualifies as certified factory -sealed In accordance with R403,3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). Compliance with a proposed duct leakage On requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested In accordance with ANSI/RESNET/ICC 380, Is not greater than 0.030 On for whole house. 4/ 11/2018 12:04 PM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2017 PROJECT Title: Lot 154 Tribeca C LHG Loftllo Bedrooms: 3 Address Type: Lot Information Building Type: User Conditioned Area: 1986 Lot # 154 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: 2482 Waxwing Way Permit Office: City of Sanford Gross Ventilation: No County: Seminole Jurisdiction: 691500 Whole House Fan: No City, State, Zip: Sanford , Family Type: Single-family FL , New/Existing: New (From Plans) Comment: CLIMATE V Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site 97,5% 2.5% Winter Summer Degree Days Moisture Range FL, Orlando FL ORLANDO-INTLAR 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1986 18152.1 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 1 st Floor 927 8621.1 Yes 0 0 1 Yes Yes Yes 2 2nd Floor 1059 9531 No 4 3 1 Yes Yes Yes FLOORS If Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Raised Floor 2nd Floor ---- ---- 100 ft2 11 0,29 0 0.71 2 Floor over Garage 2nd Floor ---- ---- 175 ft2 11 0.29 0 0.71 3 Slab -On -Grade Edge Insulatio 1 st Floor 113.5 ft 0 927 ft2 0,29 0 0.71 4 Floor Over Other Space 2nd Floor ---- ---- 784 ft2 0 0,29 0 0.71 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Gable or Stied Composition shingles 1344 ft2 300 ft2 Dark 0.9 N 0.9 No 0 26,6 ATTIC V# IRCCTypeVentilationVentRatio (1 in) Area RBS 1 Full attic Vented 300 1202 ft2 N N 4/11/2018 12:04 PM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 5 FORM R405-2017 CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) I st Floor 30 Blown 1202 ft2 0.1 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar BelowV # Wall Space R-Value Ft-, In Ft In Area R-Value Fraction Absor. Grade% 1 N Exterior Frame - Wood 2nd Floor 11 29 0 9 0 261.0 ft2 0 0,25 0.8 0 2 N Exterior Concrete Block - Int Insul 1st Floor 4.1 29 0 9 4 270.7 ft-' 0 0 0.8 0 3 E Exterior Frame - Wood 2nd Floor 11 47 0 9 0 423.0 fV 0 0.25 0.8 0 4 E Exterior Concrete Block - Int Insul 1 st Floor 4.1 42 0 9 4 392.0 ft2 0 0 0.8 0 5 S Exterior Frame - Wood 2nd Floor 11 29 0 9 0 261.0 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 0.8 0 7 W Exterior Frame - Wood 2nd Floor 11 47 0 9 0 423.0 ft2 0 0.25 0.8 0 8 W Exterior Concrete Block - Int Insul 1st Floor 4A 33 0 9 4 308.0 ft2 0 0 0.8 0 9 - Garage Frame - Wood 1st Floor 11 28 6 9 4 266.0 ft2 0 0.25 0.8 0 DOORS V# Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 S Insulated 1 st Floor None 39 3 8 24 ft2 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 ft 0 in 1 ft 4 in Drapes/blinds None 2 n 1 Metal Low-E Double Yes 0,54 0.25 N 4.0 ft' 1 It 0 in I ft 4 in Drapes/blinds None 3 n 2 Metal Low-E Double Yes 0.55 0.22 N 30,0 ft2 1 It 0 in 12 ft 4 in Drapes/blinds None 4 n 2 Metal Low-E Double Yes 0.58 0.25 N 64.0 ft' 8 ft 0 in 1 ft 4 in None None 5 e 3 Metal Low-E Double Yes 0.54 0.25 N 4.0 ft2 1 ft 0 in 1 ft 4 in Drapes/blinds None 6 e 3 Metal Low-E Double Yes 0.55 0.22 N 15.0 ft' 1 ft 0 in 1 ft 4 in Drapes/blinds None 7 e 4 Metal Low-E Double Yes 0.54 0.25 N 8.0 I'V 1 ft 0 in 3 ft 0 in Drapes/blinds None 8 e 4 Metal Low-E Double Yes 0.54 0.25 N 4.0 ft2 1 ft 0 in 12 ft 4 in Drapes/blinds None 9 s 5 Metal Low-E Double Yes 0.54 0.25 N 12.0 ft' 1 ft 0 in 1 ft 4 in Drapes/blinds None 10 S 5 Metal Low-E Double Yes 0,55 0.22 N 15.0 ft2 1 It 0 in 1 ft 4 in Drapes/blinds None 11 s 6 Metal Low-E Double Yes 0.54 0.25 N 6.0 It' 5 ft 4 in 4 If 6 in Drapes/blinds None 11- 12 w 7 Metal Low-E Double Yes 0.54 0.25 N 4.0 ft' 1 ft 0 in 1 ft 4 in Drapes/blinds None 11 13 W 7 Metal Low-E Double Yes 0.55 0.22 N 15.0 ft2 1 ft 0 in I It 4 in Drapes/blinds None 4/11/2018 12:04 PM EnergyGaugeO USA - FlaRes2017 Section R405.4,1 Compliant Software Page 3 of 5 FORMR40 2017 GARAGE V# Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall,Hleight Exposed Wall Insulation INFILTRATION HEATING SYSTEM V # 1 System Type Electric Heat Pump/ Subtype Split Efficiency Capacity Block HSPF:9 39 kBtu/hr I Ducts sys#1 COOLING SYSTEM V # Systern Type Subtype Efficiency Capacity Air Flow SHR Block Ducts HOT WATER SYSTEM V# 1 System Type SubType Electric None Location Garage EF Cap Use SetPnt Conservation 0.9 50 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM V FSEC Cert # Company Narne None None Collector Storage System Model # Collector Model # Area Volume W FEF DUCTS Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 4/1/a01812/4pw EnergrsevgeOuS^ FunvsxnnSection n4on.1Compliant Software Page oofn FORM R405-2017 TEMPERATURES Prograrnable Thermostat: Y Ceiling Fans: Cooling Jan Feb Mar Apr May Jun Ju Xj Au 9 Se p Oc Nov Dec Heating Jan FebH Mar AprjXj MayI Xj Jun Xj Jul Aug SepXj Oct Nov Dec Venting Jan Feb XX Mar Apr May Jun Jul Aug Sep Oct X Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 4/11/2018 12:04 PM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 5 of 5 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods 2482 Waxwing Way 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 I and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g, (50 pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489,105(3)(f), (g) or (I) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1 . Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3. Interior doors, if installed at the time of the test, shall be open, 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems, if installed at the time of the test, shall be turned off, 6. Supply and return registers, if installed at the time of the test, shall be fully open. R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. R402.4.3 Fenestration air leakageWindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Uslm2), and swinging doors no more than 0,5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMA/ WDMA/CSA 101/l.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer, Exception: Site -built windows, skylights and doors. 4/11/2018 12:04 PM EriergyGaugeO USA - FlaRes2017 - FBC 6th Edition (2017) Cornplia 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 R 1006 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. 1 05(3)(t), (g) or (i), Florida Statutes, to be "substantially leak free" in accordance with Section R403.3.3. R403.3.2.1 Sealed air handier. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g, (25 Pa) across the system, including the manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. 2. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g, (25 Pa) across the entire system, including the manufacturer's air handier 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 551F (1 31C) shall be insulated to a minimum of R-3. R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory). Heated water circulation systems shall be in accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5,1 .2. Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water, R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515, Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 4/11/2018 12:04 PM EnergyGarrge-0 USA - FlaRes2017 - FBC 6th Edition (2017) Complian Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 1/2 inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies (Mandatory). R403.5.6,1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 1 00'F to 140°F (38°C to 60'C). R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water -heating systems to be turned off, R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2. I . 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-1 1 and the ceiling shall be insulated to a minimum of R-1 9, space permitting, or R-1 0 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 aAIRFLOW CFMfWATT) RATE MAXIMUN 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/waft An For SI: 1 cfrn = 28,3 L/min. a. When tested in accordance with HVI Standard 916 4/11/2018 12:04 PM EnergyGaugeO USA - FIaRos2017 - FBC 6th Edition (2017) Cornplia 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 (1 O'C), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F (4.81C). 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. R403.1 0.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots, R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss, Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required. R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21,56, Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 4/11/2018 12,04 PM EnergyGaugeOUSA - 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, 4/11/2018 12:04 PM EnergyGaugoO USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of 5 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL`1 DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* =q5 The lower the EnergyperformonueIndex, the more efficient the home, 1 New construction mexisting o. Single family mmultiple family o. Number ofunits, xmultiple family 4. Number mBedrooms s. |vthis aworst case? o, Conditioned floor area (»`) 7. Windows- Description ovuv"ptiom u'paom,: mm.u~o os SnsC: s*Gr=o 22 u'Faomc oW.V~voo sHoc oHmc~o.00 o u'pumo: om.V~ n.n^ sHac: SHGo=n 25 u, * Factor: mw Snou: Area Weighted Average Overhang Depth Area Weighted Average SnGC: o. Floor Types a, S| ab'On'GumoEdge Insulation Floor Over Other Space c, other ( see details) 2482Waxwing Way, Sanford, FL, New (From Plans) v Wall Types Insulation Area Single-family a pmmo vvov' s^mno' n~/10 1368,00o` u.Concrete Block |m|nsm|. sxmnu, n 4./ moo,00/p c.pmmn Wood, Adjacent n=1 1. 0 zn0000" o o. wm n- n" 10Ceiling Types Insulation Arealloa,unuo,mw(v= otau) n-oou 1202,00w1986u. N/A n= n" v.N/ A n n" Area 11 Ducts n np 1omonnp aupxmo.no/: xmo. xn:oo^p|oo. s no,e 64.00 ft2 o.Cooling systems xomm, emci* ooy 42o0v" e. Central Unit 410 osenxaoo n 46 ft, n zon mno|voon Area o~oo 927. 00o2 n~ oo 784Mo2 n= ornono" 13. Heating systems a, Electric Heat Pump 4. Hot water systems a. Electric u. Conservation features None o.omuno 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. [thorwioe, a new EPL Display Card will be completed based uninstalled Code |i . Builder Signature: Date: Address of New Home: V p Wr, City/FL Zip: kBt*m Efficiency ayo *nppm.no Cap: 50 gallons Note: This ianot aBuilding Energy Rating. | fyour Index is below 7O.your home may qualify for energy efficient mortgage (EEK4)incentives dyou obtain oFlorida En*,gyGauQeRating. Email EnorgyGaugetech support ak temheupportCa`enapgygauge.00morsee the Ene»gyGaugaweb site akene,gygaugo.uomfor information and alist o( certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required bySection R303].3ofthe Florida Building Code, Energy Conservation, ifnot DEFAULT. 4/11/ 2018 12:04 PM Energy6auge<8) 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 154 Tribeca C LHG Loft1IoBed3 - S Builder Name: Park Square Homes Street: 2482 Waxwing Way 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 any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attics aces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed, a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/door jambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated, Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls. Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned seace 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 seaces. Garage separation Air sealing shall be provided between the garage and conditioned spa c as. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind pjpiog a0d wiring, Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall, Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids Letygau ficu srg'uklec CQ 4gr plates and walls oL cglliag& a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 4/11/2018 12:04 PM EnergyGaugeO USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 Job: Lot 154 Tribeca C LHG Lof wrightsoft, Project Summary Date: 09/18/2017 Entire House By: LF&M One Stop Cooling and Heating Plan: LHG 7225 Saniscove Cow, Wirter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOrraStopcoolirg,com License: CAC032444 Prolect Information For: Park uare Homes 2482scxwing Way, Sanford, FL Notes: IDesignInformation —i Weather: Orlando Executive AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 44 OF Outside db 93 OF Inside db 68 OF Inside db 74 OF Design TD 24 OF Design TD 19 OF Daily range L Relative humidity 50 Moisture difference 46 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 17643 Btuh Structure 17776 Btuh Ducts 2532 Btuh Ducts 6984 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 20175 Btuh Use manufacturer's data n u Ib* lierRate/swingmultiplier 0.98 BtuhInfiltrationEquipmentsensibleload24166 Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 3065 Btuh Ducts 1310 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling none) latent load 4375 BtuhArea (ft2) 2079 2079 Equipment Volume (ft-1) 18995 18995 Air chams/bour 0.41 0.21 Equipment Total Load (Sen+Lat) Req, 0.75 SHR 28541 2.7 Btuh tonEquiv. A, F (cfm) 130 66 total capacity at Heating Equipment Summary Cooling Equipment Summary Make Trane Make Trane Trade TRANS Trade TRANS Model 4TWR6042H1 Cond 4TWR6042HI AHRI ref 7563302 Coil TEM6AOC42H41 ++TDR AHRI ref 7563302 Efficiency 9 HSPF Efficiency 13.0 EER, 16 SEER Heating input Sensible cooling 30750 Btuh Heating output 39000 Btuh @ 470F Latent cooling 10250 Btuh Temperature rise 0 OF Total cooling 41000 Btuh Actual air flow 0 cfm Actual air flow 1367 cfm Air flow factor 0 cfm/Btuh Air flow factor 0,055 cfm/Btuh Static pressure 0.50 in H2O Static pressure 050 in H2O Space thermostat Load sensible heat ratio 0.85 Capacity balance point = 27 OF Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. vvrlaht4woort- 2018-Apr-11 11:5205 Right-SLAeOUiversaI201818,011 HSU16202 Page 1 Tenip Z``' ot15 4 Tribeca G LHG LoftlloBec!3 - &rtp Gala = W8 Frort 0our tares: S Ai.- I- wrightsoft, Right -JCS Worksheet Entire House One Stop Cooling and Heating 7225 Sardscove Coul, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax:(407)629-9307 Web: www.0reStopCooIirq.corn License: CAC032444 Job: Lot 154 Tribeca C LHG Lofflib... Date: 09/18/2017 1% LF/LM P an: LHG I Room name Entire House FOY 2 Exposed wall 265.5 It 18.5 It 3 Room height 9.1 It d 9.3 It heaV000l 4 Room dimensions 55 x 13.0 it 5 Room area 2079.0 IF 71.5 IF Ty Construction number U-value ptuhff-,F) or HTM BIUIVW) Area Of) or perimeter (ft) Load Btuh) Area (1w2t) or perimeter (R) Loada Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 1213-0sw 4AS-2om 485-21M 0.097 0,550 0,540 n n n 2,31 U09 12.85 2.89 13.51 1318 261 30 4 227 0 0 524 393 51 655 405 55 020 0 0 0 0 0 0 0 0 0 0 11 13A-4ocs 4A5-2om 0.143 0.550 n n 3.40 13D9 100 1151 270 30 176 0 598 393 526 405 0 0 0 0 0 0 0 0 4A5-2omd 11213-0sw 4A5-tom 0.580 0.097 0.540 n e a 1180 2,31 12M 16.02 2,89 29.73 64 423 4 0 404 0 883 933 51 1025 1166 119 0 0 0 0 0 0 0 0 0 0 0 0 4A5-2om 13A-flocs 0.550 0.143 e e 13,09 3.40 27.55 3.00 15 391 0 379 196 1289 413 1134 0 121 0 109 0 371 0 326 4135-2fin 4135-21in 12B-0sw 0.540 0.540 0,097 e e s 12.85 12,85 2.31 29.73 29.73 2.89 8 4 261 0 0 234 103 51 540 238 119 675 8 4 0 0 0 0 103 51 0 238 119 0 T:fG 05-tom 4A5-tom 0.540 0.550 a s 12B5 13,09 13,78 13.72 12 15 24 25 154 196 165 206 0 0 0 0 0 0 0 0 T=13A-flocs G 4B5-2(M 11D0 0,143 0.540 0.390 s s s 3,40 12.85 9.28 3.00 13.78 12.54 88 6 24 58 12 24 199 77 223 175 83 301 51 0 24 27 0 24 92 0 223 81 0 301D T=8 1213-0sw 4A5-2om 4A5-tom 0,097 0540 0,550 w w w 2.31 12,85 13.09 2.89 29,73 27,55 423 4 15 404 0 0 933 51 196 1166 119 413 0 0 0 0 0 0 0 0 0 0 0 0 W R 13A-4ocs 12G-0sw 0.143 0.091 w 3,40 2,17 3.00 157 307 265 307 244 1045 528 919 383 0 0 0 0 0 0 0 0 11D0 16B30ad 0.390 0.032 n 928 0.76 12,54 1,78 21 1222 21 1222 198 931 267 2176 0 50 0 50 0 38 0 88C IF 19A-0bqcp 0.295 2.64 206 100 100 264 206 0 0 0 0 F lgc-lgcsm 0.049 040 0.32 175 175 71 55 0 0 0 0 F 22A-cpm 1,180 280 OM 947 114 3188 0 72 19 520 0 6 c) AED excursion 0 53 Envelope loWqain 14258 13571 1397 1200 12 a) Infiltration b) Room ventilation 3384 0 1355 0 240 01 96 0 13 Internal gains: occupants @ 230 5 1150 0 0 Appliancesvother 1700 01 Subtotal (lines 6 to 13) 17643 17776 1638 1303 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 1638 1303 14 Subtotal 17643 177761 0 0 15 Duct loads 1 141% 391/. 25321 69841 141/61 39% 0 0 Total room load 1 20175: 24760 0 0 Air required (chn) 13671 0 0 Calculations approved byACCAto meet all nuirements of Manual J ft Ed. 2018-Apr-11 11,52,,05 Riqtt-SuiteO Universal 2018 16,0,11 RSU1 6202 Page 1 lefirp'Cot 154 Tribeca G LHG I-oftlloBeO - S.rL4) Galc - WS Frort Door laws: S 71- wrightsoft* Right-JO Worksheet Entire House One Stop Cooling and Heating 7225 Sandscove COL11, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax, (407) 629 9307 Web: www.0neStop0oolivg.00rn License CA0032444 Job: Lot 154 TrIbeca C LNG Lciftfio... Date: 09/18/2017 B LF/LM an: LHG 1 Room name HALL NUED 2 Exposed vvall 3,5 ft 26.5 4 3 Room height 9,0 ft heat/bool 9.0 ft heat/cool 4 Room dimensions 1.0 x 153.3 It 1.0 x 1813 It 5 Room area 153.3 W 1813 tF Ty Construction number U-value BtLjW-F) or HTM MIMIF) Area (fF) or perimeter (it) Load Btuh) Area M) of perimeter (11) Load Btuh) Heat Coot Gross N/P/S Heat Cool Gross N/P/S Heat cool 6 t_j 12B-09N 0,097 n 2,31 2A91 0 0 0 0 135 105 242 303 4A5-2om 0.550 n 13,09 1351 0 0 0 0 30 0 393 405 485-2frn 0.540 n 12.85 1378 0 0 0 0 0 0 0 0 13A-4ocs 0143 n 3.40 3,00 0 0 0 0 0 0 0 0 11 4A5-2om 0.550 n 1109 1151 0 0 0 0 0 0 0 0 4A5-2omd 0,580 n 13.80 16.021 0 0 0 0 0 0 0 0 12B-Osw 0.097 e 2.31 2,89 32 32 73 91 104 104 239 299 4A5-tom 0540 e 12.85 29.73 0 0 0 0 0 0 0 0 4A5-2onn 0,550 a 13,09 27.55 0 0 0 0 0 0 0 0 13A-4ocs 0,143 e 340 3.00 0 0 0 0 0 0 0 0 4B5-2fm 0.540 e 12,85 29.73 0 0 0 0 0 0 0 0 4B5-2fm 0.540 e 12.85 29.73 0 0 0 0 0 0 0 0 12EWsw 0.097 s 2,31 2.89 0 0 0 0 0 0 0 0 4A5-2om 0.540 s 12.85 13.78 0 0 0 0 0 0 0 0 4A5-tom U50 s 13.09 1372 0 0 0 0 0 0 0 0 13A 4ocs 0143 s 3A0 3,00 0 0 0 0 0 0 0 0 4B5-2fm 0.540 s 12.85 i 13.78 0 0 0 0 0 0 0 0 11DO 0,390 s 928! 12.54 0 0 0 0 0 0 0 0 12B-0sw 0.097 w 231 2,89 0 0 0 0 0 0 0 0 4A5-2om 4A5-2om 0,540 0550 w w 12,851 1109 29.73 27.55 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 13A-flocs 0143 w 3,40 3,00 0 0 0 0 0 0 0 0 P L-D 12C-Osw 0091 2.17 1.57 0 0 0 0 0 0 0 0 11DO 0,390 n 928 12.54 0 0 0 0 0 0 0 0 16B-30ad 0,032 0.76 178 153 153 117 273 181 181 138 323 F 19A-Obscp 0,295 2.64 2.06 0 0 0 0 0 0 0 0 F 19c- 1 9cscp 0,049 0.40 0.32 23 23 9 7 0 0 0 0 IF 22A-cpm 1.180 28.08 0,00 0 0 0 0 0 0 0 0 6 c) AED excursion 91 45 Envelope loWgain 199 3621 1012 1285 12 a) Infiltration 44 18 333 133 b) Room ventilation 0 0 0 0 13 Internet gains: Occupants@ 230 0 0 21 460 AppliancesVother 0 0 Subtotal (lines 6 to 13) 243 379 1345 1878 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 243 379 16 25 14 Subtotal 0 0 1361 1903 15 Duct loads 1 14%1 39*/.1 0 01 14% 39% 1 195 748 Total room load A0 0 15507 2651 Air required (cfm) 0 0 0 146 Calculations approved byACCAto meet all requirements of Manual J 8#1 Ed. rw 2018-Apr 11 11 52,05 Righl-SuiteOUriversal 2018 18o 11 RSUI 6202 Page 2 Ternp\Lot 154 Tribeca C L FIG Loffllo6er!3 - S.rup Calc = U18 Front Door taces, S LLL. Irr wrightsoft, Right-JO Worksheet Entim House One Stop Cooling and Heating 7225 Sardsoove Court, Witter Park, FL 32792 Phone: (407) 629 - 6920 Fax (407)629-9307 Web: wwwOneSlopCooling.com License: CAGO32444 Job: Lot 154 Tribeca C LHG Loffillo Date: 09/18/2017 By: LF/LM Kan: LIHG I Room name NUTH MT01 2 3 E>posed well Room [eight 5.5 Q 9.0 Q heaV000l 3.5 0 9.0 If heal/bool 4 5 Room dimensions Room area 1.0 x 81.8 0 81.8 QP 1,0 x 17.3 It 17.3 IF Ty GonSlold()n number U-value Btuh/W--F) or HTM Btjh4T`) Area OF) or perimeter (ft) Load 134 h) Area OF) or perimeter (ft) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross MF/s Meat Cool 6 12B-0sw 4A5-tom 4B5-2fm 0,097 0.550 0540 n n n 231 13,09 12.85 2.89 13,51 1378 50 0 0 50 0 0 114 0 0 143 0 0 32 0 4 28 0 0 63 0 51 79 0 55 11 13A4ocs 05-2orn 0.143 0.550 n n 3,40 13,09 3,00 13.51 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5-2omd 12B-Osw 05-tom 4A5-tom 13A-flocs 4B5-2frn 4B5-2fin 12B-09M 4A5-2om 4A5-2om 13A-flocs 4B5-2(m 11DO 1213-0sw 4A5-2om 4A5-tom 13A-flocs 12C-09N 0,580 0.097 0.540 0.550 0.143 0.540 0.540 0.097 0.540 0.550 0.143 0.540 0,390 0.097 0,540 0550 0.143 0.091 n e e 0 e e e s s s s s s w w w w 13.80 231 12.85 13,09 3.40 12.85 12,85 2,31 12,85 13.09 3,40 12.85 9.28 231 12.85 1109 3.40 2.17 16,02 2.89 29.73 2755 3.00 29.73 29.73 2.89 13,78 13,72 3,00 13,78 12.54 2.89 29,73 27.55 3.00 1,57 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 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 W PL 1160 166-30ad 19A-Obscp 0,390 0.032 0295 n 928 0,76 2.64 12.54 1.78 2,06 0 82 43 0 82 43 0 62 113 0 146 88 0 17 17 0 17 17 0 13 45 0 31 36 c IF IF IF 19c- 19MI) 22A-q)m 0,049 1,180 0.40 28.08 0.32 0,00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 c) AED exajrqofi 10 5 Envelope loWgam 289 367 174 196 12 a) Infiltration b) Room ventilation 69 0 28 0 44 0 18 13 Internal gains: Occupants @ 230 0 01 0 0 Appliances/other 0 Subtotal (lines 6 k) 13) 358 395 218 213 Less external load 0 0 0 0 Less transfer 0 0 0 0 14 Redistribution Subtotal 0 358 0 395 0 218 0 213 15 Duct IoMs 141/. 39% 51 155 14% 1 391/. 31 841 1Total room loadTotal 41040 30 550 249 297 A0,,0, aequired(cfin) r;j , (,fu 0 16 Calculations apgroved by ACCA to meet all Muirements of Manual J 8th Ed. 2018-Apr-11 11.52:05 Right-SuiteO Universal 2018 M01 1 RSUl 6202 Page 3ACK , TernpUt 154 Inbeca G LNG L ofillol3ed3 - S,rup Calc,- W8 Front Door faros. S a,- 9- wrightsoft* Right-JO Worksheet Entire House One Stop Cooling and Heating 7225 Sandscove Court, Wirler Park, FL 32792 Pl'oro: (407) 629 -6920 Fax: (407) 629 - 9307 Web: www.OneStopGoolirgoorn License, CAG032444 Job: Lot 154 Thbeca C LHG I-offilo.., Date: 09/18/2017 B LF/LM P n: LHG I Room name Mic LOFF 2 E"sed vell 16.0 It 11.0 It 3 Room height 9,0 it heatibool 9.0 It heat/a)ol 4 Room dimensions 5.0 x 11.0 It 14.0 x 11.0 It 5 Room area 55,0 IF 154.0 IF Ty Constru(ton U-value Btulw-+F or HTM Bkjh/W) Area ((IF) or perimeter (it) Load Bhjh) Area (W) of perimeter (ft) LoadnumberBtuh) Heat Cool G,. N,1P/S Heat cool Gross N/P/S Heat cool 6 1213-0sw 0,097 n 231 2,89 45 45 104 130 0 0 0 0 4A5-2om 4B5-2fm 0,550 0,540 n n 13.09 12.85 13,51 13,78 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 13A-flocs 4A5-tom 0,143 0,550 n n 3.40 13.09 3.00 13.51 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5-2omd 0,580 n 13.80 16,02 0 0 0 0 0 0 0 0 12B-Osw 0.097 e 2.31Z89 0 0 0 0 0 0 0 0 4A5-2om wiiAb e 12,85 29.73 0 0 0 0 0 0 0 0 05-2orn 0550 e 13,09 27.55 0 0 0 0 0 0 0 0 13A-flocs 0.143 e 3.40 3.00 0 0 0 0 0 0 0 0 4B5-2frn 4B5-2fm 0.540 0.540 e e 12.85 12.85 29.73 29.73 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 134): 12B 0,097 s 2.31 2,89 0 0 0 0 0 0 0 0 4M201`n 0.540 s 12.85 13.78 0 0 0 0 0 0 0 0 4A5- 2om 0.550 s 13.09 1312 0 0 0 0 0 0 0 0 TLDG 13A-4ocs 0.143 s 3.40 3.00 0 0 0 0 0 0 0 4135- 2frn 0.540 s 12.85 13.78 0 0 0 0 0 0 0 0 11DO 0.390 s 9.28 1254 0 0 0 0 0 0 0 0 112B- O5w 0,097 w 2.31 2.89 99 99 229 286 99 84 194 242 T:: 60 4A5-tom 05- tom 0, 540 0, 550 w w 12, 85 13. 09 2973 2755 0 0 0 0 0 0 0 0 0 15 0 0 0 196 0 413 w 13A-4ocs 0.143 w 3.40 3.00 0 0 0 0 0 0 0 0 P L- D 12C- Ow 0,091 2.17 1.57 0 0 0 0 0 0 0 0 11DO 0390 n 928 12.54 0 0 0 0 0 0 0 0 c 16B-30ad 0.032 0.76 1.78 55 55 42 98 154 154 117 274 F 19A-Obscp 0295 2.64 2.06 40 40 106 82 0 0 0 0 F 119c- 1 9cscp 0.049 0,40 0,32 0 0 0 0 0 0 0 0 F 22A-cpm 1 1, 180 28.08 ODD 0 0 0 0 0 0 0 0 6 c) AED excursion 16. 144 Envelope loss/gain 480 5801 508 1074 12 a) Infiltration 201 80 138 55 b) Room ventilation 0 0 0 0 13 Internal gains: 0owpants @ 230 0 0 1 230 Appliances/ other 0 0 Subtotal ( lines 6 to 13) 681 660 646 1359 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 74 116 14 Subtotal 681 660 720 1475 15 Duct loads 14% 391% 98 259 14% 399/. 103 579 Total room load 779 920 823 2054 Air required (cfm) 0 1 51 0 113 Calculations aperoved by ACCA to meet all Muirements of Manual J 8th Ed Riga- SUileOUniversaI2018180.11 RSU16202 2018- Apr-11 11 52,05 Rig I& k Page 4 Tetnpl. ot 154 Tribeca C LHG I-oftiloBe(13 - S rup Galc = K18 Front Door faces S J.1.. 7- wrightsoft, Right-JO Worksheet Entire House One Stop Cooling and Heating 7225 SardscoveCourf,Winler Park, R-32792 Phone: (407) 629 -6920 Fax: (407) 629 - 9307 Web: wwwOneStopGoolifig.com License: CAG032444 Job: Lot 154 Tribeca C LHG Lottlio Date: 09/18/2017 By: LF/LM Kan: LHG 1 Room came BED2 2 3 Exposed well Room height 13,0 it 9.0 If heaVb)d 0 If 9.0 If heatibool 4 5 Room dimensions Room area 1.0 x 135.8 Ill 135.8 W 5.5 x 3,0 It 16.5 ft' Ty Construction U value Or HTM Area (FF) Load Area M) Load number 64"W--F) Btuh/fF) or perimeter (it) Bhih) or perimeter (ft) BMh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12B-0sw 4A5.2orn 4135-2fm 0.097 0,550 0,540 n n n 2,31 1109 12.85 2,89 1151 1378 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 TZG3 13A-flocs 4A5-2oir 4&5-2omd 1213-0sw 05-2om 0,143 0550 0,580 0,097 0540 n n n e e 3.40 13.09 1180 2.31 12.85 3,00 13.51 16.02 2.89 2913 0 0 0 117 0 0 0 0 102 0 0 0 0 235 0 0 0 0 294 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05-2orn 13A-4ocs 0,550 0,143 e e 1109 3.40 27,55 3,00 15 0 0 0 196 0 413 0 0 0 0 0 0 0 0 0 4B5-24,n 4B5-2fm 128-09N 4A5-2om 4A5-2om 13A-flocs 4B5-2fm 11DO 126-0sw 4A5-2om 4A5-2om 13A-flocs 120-Osw 0,540 0-540 0.097 OW 0,550 0,143 0.540 0.390 0.097 0.540 0,550 0.143 0.091 e e s s S s s s w w w w 12.85 12.85 231 12.85 13.09 3.40 12,85 928 231 12,85 13.09 3.40 2,17 29.73 29,73 2,89 13.78 1372 3.00 13.78 12.54 2'89 2913 2765 3.00 1.57 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 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 t DG T G G W P 11D0 16B-30ad 0.390 0,032 n 928 0,76 12,54 1.78 0 136 0 136 0 103 0 242 0 17 0 17 0 13 0 290 F 19A-Obxp 0,295 2.64 206 0 0 0 0 0 0 0 0 F F 19G-19cscp 22A-cpm 0,049 1.180 OAO 28.08 0.32 ODO 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 c) AED excursion 521 1- Envelope lossAgam 535 1001 13 214 12 a) Infiltration b) Room ventilation 163 0 65 0 0 0 0 0 13 Internal gains, Occupants @ 230 1 230 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 699 12% 13 1) 1 2 Less external load 0 0 0 0 Legs transfer 0 0 0 0 14 Redistribution Subtotal 49 747 85 1381 13 0 29 0 15 Dud loads 140%1 39%1 107 543 14%1 391/. 0 01 Total room load 855 1 9241 0 0 Air required (cm) 106 1-1-t-10000 Calculations aggroved byACCAto meet all Muirements of Manual J 8th Ed. H- 2018-Apr 11 1152,05 flight-SulteO Universal 2018 18,011 RSUl 6202 Page 5 AMK Ternp\Lot 154 Tribeca C MG [-oflIloBed3 - S,up Cale = W8 Frorif Door faces: S a, Job: Lot 154 THbeca C LHG 11-offlict 9w wrightsoft* Right-JO Worksheet Date: 09/18/2017 Entim House B LF/LM One Stop Cooling and Heating an: LHG 7225 Sandsoove Courl, Winter Park, R- 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOnE)StopCooling.com Licerse: CAC032444 I Room name LAUN BTI-12 2 Exposed vdl 14.5 ft 6,0 ft 3 Room height 9.0 ft heavbwl 9,0 It heal/bDol 4 Room dimensions 6.0 x 8.5 ft 6D x 6,0 If 5 Room area 51 D fF 36.0 tF Ty Construct on number U-value Btuw+ Or HTM Btuh/ft2) Area M or perimeter (ft) Load Btuh) Area OF) or perimeter (ft) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 M 4A5.2om 4135-2fm 0.097 0550 0.540 n n n 231 13.09 12.85 2.89 13,51 1378 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1213-0sw 11 T' 13A 4ocs 4A52om 0.143 0.550 n n 340 13.09 3,00 13.51 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0G G 4A5-2omd 12B-Osw 05-tom 0.580 0,097 0,540 n e a 13.80 2.31 12,85 16.02 2.89 29,73 0 77 4 0 73 0 0 167 51 0 209 119 0 0 0 0 0 0 0 0 0 0 0 0 4A5-2om 13A-4ocs 0.550 0.143 e a 13,09 3.40 27.55 3.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4135-2trn 4B5-2frn 12B-(w 0.540 0.540 0.097 e a s 12.85 12B5 231 29.73 29.73 2.89 0 0 54 0 0 54 0 0 125 0 0 156 0 0 0 0 0 0 0 0 0 0 0 0 4A5.2om 05-tom 0.540 0.550 s s 12.85 13.09 13.78 13.72 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TDG 13A-flocs 4B5-2tm 11DO 0.143 0.540 0.390 s s s 3,40 12.85 928 3.00 13.78 12.54 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 IL212B-Osw 4A5-2om 4A5-2om 0.097 0,540 0550 w w w 231 12.85 13.09 2,89 29,73 27.55 0 0 0 0 0 0 0 0 0 0 0 0 54 0 0 54 0 0 125 0 0 156 0 0 W T-D 13A-flocs I 2C-09N 0,143 OD91 w 3AO 2.17 3.00 1,57 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 IIDO 16B- 30ad 0390 0. 032 n 9.28 0. 76 12, 54 1. 78 0 51 0 51 0 39 0 91 0 36 0 36 0 27 0 64 CF 19A-Obscp 0295 2.64 2.06 0 0 0 0 0 0 0 0 IF 19G-190sm 0.049 OAO 0,32 0 0 0 0 0 0 0 0 F 22A-cpm 1180 28.08 0.00 0 0 0 0 0 0 0 6 c) AED excursion 01 6 Envelope lossigain 382 5751 152 214 12 a) infiltration 182 73 75 30 b) Room ventilation 0 0 1 0 0 13 Internal gains: Oocupants @ 230 0 0 0 0 Applianoesbther 500 0 Subtotal ( lines 6 to 13) 565 1148 227 244 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 548 594 28 43 14 Subtotal 1112 1742 255 288 15 Dud loads 1 140/61 39%1 160 685 14% 1 3 9/. 1 371 1131 Total room load 1272 2427 2921 401 Air required (dm) 1,34 L 0 0221 Calculabons approved byACCAto meet all requirements of Manual J 8th Ed. 4- 2018-Apr- 11 1152,05 A; 5cK Rig"-SLjte0Uriversal2018 18,0111 RSU16202 Page 6 Temp\ Lot 154 Thlbeca C LHG LoftlloBeO - S.rLp Calc - W8 Frort Door tacesi S 9w wrightsoft* Right-JO Worksheet Entire House One Stop Cooling and Heating 7225 Sardscove GOLK Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOneStopCoolingoorn License: CAG032444 Job: Lot 154 111ribeca C LHG Loffilb Date: 09/18/2017 B LF/LM Plan: LHG I Room name T012 BEN 2 Exposed wall 6,0 ft 36.0 it 3 Room height 9.0 it heat/cool 9.0 ft heal/bool 4 5 Room dimensions Room area 6,0 x 6,0 it 36.0 fF 1.0 x 1463 ft 146.3 if Ty Construction U-Value or HTM Area M-) Load Area OF) Load number W[W-IF) Btuh/w) or perimeter (it) Blull) or perimeter (ft) Stub) Heat cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12B-Ow 4A5-2om 485-2fm 0.097 0550 0.540 n n n 2.31 13.09 IZ85 2.89 13,51 1318 0 0 0 0 0 0 0 0 0 0 0 0 0 00 00rrN/ P/S 00 00 00 0 0 0 0 0 a 1 13A-4o(s 05-tom 0.143 0,550 n n 3.40 13.09 3.00 13,51 0 0 0 0 0 0 0 0 0 00 00 00 0 0 0 0 4A5-2omd 12B-Osw 4A5-tom 0580 0,097 0,540 n e e 13,80 2.31 12.85 16,02 2,89 29.73 0 0 0 0 0 0 0 0 0 0 0 0 0 95 0 0 95 0 0 218 0 0 273 0 4A5-2om 13A-4ocs 0.550 0.143 e e M09 3.40 2755 3.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4B5-2ftn 4B5-2frn 12B-Osw 0.540 0540 U97 e e s 12.85 12.85 2.31 29.73 29.73 2.89 0 0 0 0 0 0 0 0 0 0 0 0 0 0 113 0 0 98 0 0 225 0 0 281 4A5-tom 05-tom 0540 0.550 s s 12.85 1109 13,78 1172 0 0 0 0 0 0 0 0 0 15 0 12 0 196 0 206 O 13A-flocs 4135-2frn 11DO 0.143 0.540 0.390 s s s 3.40 12.85 928 3,00 13.78 12.54 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 IL212B-09N 4A5-2om 4A5-2orn 0,097 0540 0,550 w w w 2,31 12B5 13,09 2.89 29,73 27,55 54 4 0 50 0 0 115 51 0 144 119 0 117 0 0 117 0 0 270 0 0 338 0 0 W R 13A-flocs 12C-09N 0.143 0,091 w 140 2.17 3,00 1.57 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L--D c 1100 16B-30ad 0.390 0,032 n 928 0.76 1254 1.78 0 36 0 36 0 27 0 64 0 146 0 146 0 ill 0 260 F 19A-0b9cp 0.295 2,64 2.06 0 0 0 0 0 0 0 0 F 19G-19c"xp 0.049 0.40 0,32 6 6 2 2 146 146 59 46 F 22A-cpm 1.180 28.08 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 45 40 Envelope loss/gain 197 374 1080 1364 12 a) Infiltration 75 30 452 181 b) Room ventilation 0 0 0 0 13 Internal gains: 0ocupants @ 230 0 0 1 230 Appliancesvother 0 0 Subtotal (lines 6 to 13) 272 404 1533 1775 Lessexternal load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 28 43 42 65 14 Subtotal 300 447 1574 1841 15 Duct loads 1 14% 1 39%j 43 176 14% 1 391/1 226 1 7231 Total room load 343 623 18WL 25r4 Air required (6n) 34 0O 1 42] Calculabons 2Mroved byACCAto meet all trequirements of Manual J 8th Ed. 2018-Apr-it 1152,05 Riqrt-Soile(M Universal 2018 18 011 RSUI 6202 Pagel lerap'Lot 154 luhe(n G LHG 1-0111[oBe(13 - S rip Galc = W8 Froto Door faces: S a a rr wrightsoft* Right-JO Worksheet Entire House One Stop Cooling and Heating 7225 Sandscove Coal, Winter Park, FL 32792 Phorw (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOneStop0oolingcorn License: CAC032444 Job: Lot 154 Trilbeca C LHG Loftllo Date: 09/18/2017 ley. LF/LM Plan: LHG I Room name STR2 DIN 2 Exposed wall 10.5 It 23.0 It 3 Room height 9.0 It heal/bool 9.3 It heaV000l 4 5 Room dimensions Room area 1.0 x 68.0 It 68.0 W 125 x 10.5 ft 1313 IF Ty Construction number U-value or HTM Bkjh*) Area (tv) or perimeter (ft) Load Btuh) Area M or perimeter (4) Load Bluh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12B-0sw 4A5-tom 481,21,n 0.097 0b50 0,540 n n n 231 13.09 12,85 2,89 13.51 13,78 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 13A-4ocs 4A5-2orn 0.143 0,550 n n 3.40 13,09 3.00 13.51 0 0 0 0 0 0 0 0 116 0 52 0 178 0 157 0 4A5-2omd 12B-09N 4A5-tom 0.580 0.097 0.540 n e e 1180 2,31 12.85 16.02 2,89 29,73 0 0 0 0 0 0 0 0 0 0 0 0 64 0 0 0 0 0 883 0 0 1025 0 0 4A5-2orn 13A-4ocs 0.550 0,143 e e 13.09 3,40 27.55 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4B5-2frn 465-2frn 12B-Osw 0.540 0.540 0.097 e e s 12.85 12.85 2.31 2973 29.73 2.89 0 0 95 0 0 83 0 0 190 0 0 238 0 0 0 0 0 0 0 0 0 0 0 0 T:fG 4A5-2om 4A5-2orn 0.540 OMO s s 12,85 1109 1378 13,72 12 0 12 0 154 0 165 0 0 0 0 0 0 0 0 0 T= 13A-flocs 4B5-2fm 11DO 0.143 0.540 0.390 s s s 3.40 12.85 928 3DO 13,78 12.54 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12B-0sw 4A5-2om 4A5-2om 0.097 0540 0 "w w w w 231 12.85 13-09 2.89 2973 27,55 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W R 13A-4ocs 12C-0sw 0.143 0,091 w 3.40 2A7 3DO 1.57 0 0 0 0 0 0 0 0 98 0 98 0 332 0 293 0 11DO 16B-30ad 0.390 0.032 n 9.28 0.76 12,54 118 0 68 0 68 0 52 0 121 0 0 0 0 0 0 0 0C F 19A-Obs(p 0.295 264 2.06 0 0 0 0 0 0 0 0 F F 19C-19c" 22A-q)m 0.049 IA80 0A0 MOB 0.32 0,00 0 0 0 0 0 0 0 0 0 131 0 23 0 646 0 0 6 c) AED excursion 14. 38 Envelope loss gain 396 5111 2040 14,37 12 a) Infiltration 132 53 299 120 b) Room ventilation 0 0 0 0 13 Internal gains: 00culaants @ 230 0 0 0 0 AWIianoesbther 0 0 Subtotal (lines 6 to 13) 528 564 2338 1556 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 528 564 0 0 14 Subtotal 0 0 2338 11556 15 Dudloads 141/61 399/61 0 0 14%1 391/. 336 fill Total room load 0 IAirrequired (dm) Calculabons approved by ACCA to meet all ruirements of Manual J 8th Ed. rw 2018- Apt-11 11:52:05 K Rigtt- Sdte6 Universal 2018 18,011 RSUI 6202 Page 8 Temp\Lot 154 Tribeca C LHG Lohl(oBed3 S.rup Calc = W8 Front Door faces: S IM1.1- 77 wrightsoft* Right-JO Worksheet Entire House One Stop Cooling and Heating 7225 Sandscove Coul, Wirler ParR, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOreStopCoolingoom License, CAC032444 Job: Lot 154 Tribeca C LHG Lottillb Date; 09/18/2017 B LF/LM Plan: LHG 1 Room name GATH KIT 2 Exposed wall 53.5 It 14.5 Q 3 Room height 93 0 heal/oDol 93 It hea0wl 4 Room dimensions 1.0 x 405.0 It 1.0 x 230.8 It 5 Room area 405.0 IF 230.8 f? Ty Construction number U-Value Bkjlw--O or HTM Bkjh Area (fr) or perimeter (R) Load Btuh) Area (fr) or perimeter (11) Load Btuh) Heat cool Gross N(P/S Heat cool Gross N/P/S Heat Cool 6 128-05w 4A5-2orn 4B5-2fm 0.097 0.550 0,540 n n n 231 13.09 12,85 2.89 13.51 13.78 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 13A-4ocs 4A5 tom 0,143 0.550 n n 340 13,09 3,00 13.51 153 30 123 0 420 393 370 405 0 0 0 0 0 0 0 0 G L2 4A5-2omd 12B-09w 4A5-tom 0.580 0,097 0.540 n e e 13.80 2.31 12,85 16.02 2.89 29.73 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5-tom 13A-flocs 0.550 0.143 e e 13.09 3,40 27,55 3DO 0 270 0 270 0 918 0 808 0 0 0 0 0 0 0 0 4135-26n 4855-2fnn 12B-0sw 0.540 0540 OD97 e e s 12,85 12B5 2.31 29.73 29.73 2,89 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5-tom 4A5-2om 0540 R550 s s 12.85 13'N 1318 11312 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 tJ13A-flocs D 4135-2frn 11DO 0,143 0,540 0.390 s s s 3,40 12.85 9.28 3.00 13.78 12.54 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=8 128-0sw 4A5-2om 4A5-2om 0.097 0.540 0,550 w w w 2,31 12.85 11109 2.89 29,73 2755 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W R 13A-flocs 12C-0sw 0.143 0.091 w 340 2A7 3,00 1.57 74 0 74 0 253 0 223 0 135 60 135 39 459 85 404 61 L-D 11DO 0.390 n 9.28 12,54 0 0 0 0 21 21 198 267 C 16B-30ad 0.032 0.76 1,78 0 0 0 0 0 0 0 0 F 19A-0bscp 02% 2,64 2.06 0 0 0 0 0 0 0 0 F 19C-19c" 0.049 0.40 032 0 0 0 0 0 0 0 0 F 22A-cpm 1,180 28.08 ODD 405 54 1502 0 231 15 407 0 6 c) AED excursion 49 47 Envelope loWgain 3486 1757 1149 686 12 a) Infiltration 695 278 188 75 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Applianoesiother 0 1200 Subtotal (lines 6 to 13) 4181 2035 1337 1%11 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 661 522 168 119 14 Subtotal 4842 2557 15055 2080 15 Duct loads 1141/61 39%1 695 1005 14/. 1 391/. 216 817 1 Total room load I 55371 3562 1 1721 2897 Air required (din} 0 197 1 0 160 Calculations ap2roved byACCAto meet all rtguirements of Manual J 8th Ed. 2018-Apr-11 11:52:05 Rig4-$LiteOUriversal2018180.11RSU16202 Page 9 Ib.tnp\Lo(I 54 Tdbeca CLHG LoftlloBec!3, S rup Gaic -, W8 Front Door hoes: S d I IF wrightsoW Right-JO Worksheet Entire House One Stop Cooling and Heating 7225 Sanctscove Gout, Wirier Park, FL. 32792 Phone: (407) 629, 6920 Fax: (407) 629 - 9307 Web wwwOrieStopGoolirg,corn Liceroe: CAGO32444 Job: Lot 154 liribeca C LHG Loffilo... Date: 09118/2017 By: LF/LM Kan: LHG I Room name STR1 PWDR 2 Exposed wall 0 ft 4,0 ft 3 Room height 9.3 ft heaVoDol 9.3 111 heat/cool 4 5 Room dimensions Room area 17.0 x 4.0 It 68,0 W 4.5 x 9.0 It 40.5 fly Ty Construction number U-value BtjW--F) or HTM BtuW) Area W) or perimeter (ft) Load Bluh) Area (fry) or perimeter (11) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat cool 6 12B-Osw 4A5-2om 4115,24m 0.097 0,550 0.540 n n n 2,31 13.09 12.85 2,89 13,51 13.78 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 Vjt 13A-flocs 4A5-tom 0.143 0.550 n n 3.40 13,09 3.00 13.51 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5-2omd 12B-0sw 4A5-tom 0.580 0.097 0*540 n a a 13.80 231 12,85 16.02 2.89 29.73 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5-tom 13A-4ocs 0550 0143 a e 13.09 3.40 27.55 3.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4B5-2fm 4135-2frn 12B-09w 0.540 0.540 0.097 a e s 12.85 12,85 2.31 29.73 29.73 2,89 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 4A5-torn 0,540 s 12.85 1378 0 0 0 0 0 0 0 0IG4A5-tom 0550 s 13.09 13.72 0 0 0 0 0 0 0 0 L-G 13A-4ocs 0,143 s 3,40 3.00 0 0 0 0 37 31 106 93 4135-2frn 0540 s 12.85 13.78 0 0 0 0 6 6 77 83 11DO 0.390 s 928 12.54 0 0 0 0 0 0 0 0 T 12B-09N 4A5-2om 4A5-2om 0 097 0640* 0550 w w w 2.31 12,85 13,09 2.89 2913 27,55 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 w R 13A-4ocs 12C-Osw 0.143 0.091 w 3,40 2.17 3.00 167 0 116 0 116 0 252 0 182 0 88 0 88 0 191 0 139 11DO 16B-30ad 0390 0.032 n 9.28 0,76 12,54 1.78 0 0 0 0 0 0 0 0 0 41 0 41 0 31 0 72c F 19A-Obscp 0.295 2,64 2.06 0 0 0 0 0 0 0 0 F 19c-1905M 0.049 0,40 032 0 0 0 0 0 0 0 0 F 22A-cpm 1 1,180 28.08 0,00 68 0 0 0 41 4 112 0 61 c) AED excursion 4 10 IEnvelope loss/gain 252 178 518 377 121 a) Infiltration 0 0 52 21 b) Room ventilation 0 0 0 0 13 Internal gains: occupants @b 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 252 178 570 398 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 252 178 1061 840 14 Subtotal 0 0 1631 1238 15 Duct loads 1 14% 391/. 0 0 14% 391/. 234 486 Total room load1room 21 1865 1725 Air Calculations approved by ACCA to meet all requirements of Manual J8th Ed. Vio- 2018-Apr-11 11 52,05 Rig II-SuiteO Unversal 2016 18,0,11 RSUI 6202 Page 10X!zK . Temp\Lot 154 TribecA C L.HG LottlloBed3 - S,rup GaIc = UJ8 Frorl Door faces: S wrightsofto Duct System Summary Job: Lot 154 Thbaca C LHG Lof Data: 09/18/2017 Entire House 13T. LF/LM One Stop Cooling and Heating Plan; LHG 7225 Sardsoove Court, Witter Park, FL 32792 PI -one: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOneStopCooling.00m Licerse: CAC032444 Project Information For: Park Square Homes 2482 Waxwing Way, Sanford, FL External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.50 in H2O 0,16 in H2O 0.34 in H2O 0.243 /0.097 in H2O 0.145 in/100ft 0 cfm 234 Supply Branch Detail Table Cooling 0.50 in H2O 0.16 in H2O 034 in H2O 0,243 /0.097 in H2O 0.145 i n/1 00ft 1367 cfm Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Mat Actual Ln (ft) Ftg.Eqv Ln (ft) Trunk BED2 C 1924 0 106 0,203 6.0 Ox 0 AFx 14.5 105.0 st2 BE04 C 2564 0 142 0190 7.0 Ox 0 VlFx 23,0 105.0 st2 8TH2 c 401 0 22 0.203 4.0 Ox 0 AFx 14.5 105,0 st2 DIN c 2168 0 120 0.184 8.0 Ox 0 AFx 26.6 105.0 SO LATH c 1781 0 98 0.186 TO Ox 0 AFx 20.7 110.0 SO GATH-A C 1781 0 98 0.179 TO Ox 0 AFx 25.6 110.0 sti KIT C 2897 0 160 0.199 7.0 Ox 0 AFx 17.0 105.0 SO LAUN C 2427 0 134 0.198 6.0 Ox 0 AFx 17.7 105.0 st2 L-01'r C 2054 0 113 0.207 6.0 OX0 AFx 12.3 105.0 st2 MBED c 2651 0 146 0.145 8.0 Ox 0 AFx 37.2 130.0 st3 MBTH c 550 0 30 0.153 4.0 Ox 0 AFx 28.9 130.0 st3 MTOI c 297 0 16 0.151 4.O Ox 0 AFx 30.5 130.0 st3 MWIC c 920 0 51 0.156 4.0 OX0 VlFx 305 125.0 st3 PWDR c 1725 0 95 0.188 4.0 Ox 0 AFx 19.0 110.0 SO 1012 c 623 0 34 0.199 4.O Ox 0 AFx 17.0 105.0 st2 F Trunk Htg Cig Design Veloc Diam HxW Duct Name T= Type cfm) cfm) FR fpm) in) in) Material Trunk SO PeakAVF 0 571 0.179 534 14.0 0 X 0 VinIFIx st3 PeakAVF 0 244 0.145 552 9.0 0 X 0 VinIFIx st2 st2 PeakAVF 1 0 1 795 1 0,145 744 14.0 1 0 X 0 VinIFIX Fk wirightsoft- 2018-Apr-11 11:52.,07 1 1 -1-1, --" -, Right-SdIeO Uriver%al 2018 16,0,11 RSUI 6202 Page I Tetytblot 154 Iribeca C LHG Lof111oBer:13 - S,rLp Calc " Front Door faces S I Return Branch Detail Table Grille Htg CIg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size (in) Cfm) Cfm) ft) FIR fpm) in) in) Opening (in) Matl Trunk rb4 OX0 0 106 51.7 0.188 397 7.0 Ox 0 IlFx W Ox 0 0 455 60.0 0.162 835 10.0 Ox 0 AFx rtl rbl OX0 1 01 805 1 67.0 0,145 577 16.0 Ox 0 AFx rtl Return Trunk Detail Table Name Trunk Type Htg Cfm) Clg Cfm) Design FIR Veloc fpm) Diam in) H x W in) Duct Material Trunk rti PeakAVF 0 1260 0.145 578 20.0 0 x 0 VinIFIx rk wrightsoft* 2018 Apr- I 1 11:52:07 Rigtt-SuteO Uriversal 2018 18 .O 11 RSUI 6202 Page 2 TerrIpTot 154 Tribeca C LHG L.oftlloBaM - S.rLV Calc = W8 Frort Door faces: S wrightsoft* Static Pressure and Friction Rate Job: Lot 154 TrIbeca C LHG Lot... Data: 09/18/2017 Entire House By: LF/LM One Stop Cooling and Heating Plan: LHG 7225 Sardscove CoLrt,Wirler Park, FL32792 Phone: (407) 629 - 6920 Fax (407)629-9307 Web: www,0rvStopGoo4rg.00rn Licerw CAC032444 For: Park Square Homes 2482 Waxwing Way, Sanford, FL Available Static Pressure Heating Cooling in H2O) (in H2O) External static pressure 0.50 0.50 Pressure losses Coil 0 0 Heat exchanger 0 0 Supply diffusers 0D3 0.03 Return grilles 0D3 0.03 Filter 0.10 0.10 Humidifier 0 0 Balancing damper 0 0 Other device 0 0 Available static pressure 034 034 Total Effective Length Supply Return ft) ft) Measured length of run -out 13 0 Measured length of trunk 24 17 Equivalent length of fittings 130 50 Total length 167 67 Total effective length 234 Supply Ducts Return Ducts Friction Rate Heating in/100ft) 0.145 OK 0.145 OK Cooling in/1 00ft) 0.145 OK 0145 OK I Fitting Equivalent Length Details Supply 4X=35, 11 A=20, 11 G=.5,11(3--5, 11 A--20, 11 G--5, I A--35, 11 G--5: TbtalEL=1 30 Return 6M=20,6A1 =1 0, 5E1 =1 0, 11 G--5, 11 G_-5: TotalEL=50 wrightsoft, 2018-Apr-11 11:52:07 1 —.1- --', -'_" Right-SLReOUriversal 2018 18,011 RSU1 6202 Pago 1 Temptot 154 Tribeca G LHO LoftlloBeO - S W Ca1c,- MJ8 Frort Door faces: S N Level 1 I% 1OXIO-2 1OX110'. I C, 98 cfM 98 cffn 7" 7" DIN GATH LATH' i0xio.i 120clm 10X8 T 160 ch -1 7" 8" 1 Su RiserY i 14 FBE112 1- 1 0L KIT It STRI FOY C-1: A 3.5 TTP16,0 SEER H. wp-- 8X4 P WDR' 95CIM M 4 i,dii r EF1 VTW GARAGE EF1 = 50 CFM Fan EF2 = 80 CFM n 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 =Myer Vent RV = Range Vent Lineset Chase Condensate Thermostat 18/8 SR13 - Small Reduction Box LRB = Large Reduction Box FBB = Field Built Box Job #: Lot 154 Tribeca C LHG LoftlloBed3 - S One Stop Cooling and Heating Scale: 1 :98 Performed by LF/LM for: Page I Park Square Homes 7225 Sandscove Court Right-SuiteO Universal 2018 2482 Waxwi ng Way Winter Park, 171- 32792 18.0.41 RSU16202 2018- Apr-11 1151.41 Sanford, FL Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 rit a C LHG Lof0loBed3 - S.rup I www. OneStopCooling.com I I I N Job #: Lot 154 Tribeca C LHG LoftlloBed3 - S Performed by LF/LM for: Park Square Homes 2482 Waxwing Way Sanford, FL Level 2 One Stop Cooling and Heating 7225 Sandscove Court W inter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 www.OneStopCoolirig.com Scale: 1 :98 Page 2 Right-SuiteG Universal 2018 MOM RSU16202 2018-Apr-11 11,51,41 ribeca G LNG LoftlfoBed3 - Ssup 61 aaJ i- , ' 1 24 tA 14 3 u s3 1A 1 1.269-7 DESCRIPTION AS FURNISHED: Lot 154, WYNDHAM PRESERVE, as recorded in Plot Book 81, Pages 93 through 102 of the Public Records of Seminole County, Florida. PLOT PLAN FOR/CERTIFIED TO: Park Square Enterprises, LLC (a Delaware Corporation); Winderweedle, Haines, Ward & Woodman, PA; Attorneys' Title Insurance Fund; Bank of America ti Ok to construct single family home with setbacks and impervious area shown on plan. 3Z. (o(. 11112>(, LOT 15J SETBACKS AS FURNISHED FRONT = 25'(*) REAR = 20' SIDE - 5' (40' LOT) 7.5' (60' LOT) 10' (75' LOT) SIDE STREET = 25' (60' & 75' LOT) 15' (40' LOT) 25' FRONT SETBACK CAN BE REDUCED TO 20' ON CERTAIN LOTS. NO MORE THAN 2) IN SUCCESSION AT 20' AND A MINIMUM OF (2) IN SUCCESSION AT 25' PROPOSED = FINSHED SPOT GRADE ELEVATIONS PER DRAINAGE PLANS PROPOSED DRAINAGE FLOW LOT GRADING TYPE A PROPOSED F.F. PER PLANS = 29.5' 130 AT 89"40'51 " E 55.24' 31.47' 31,47' 3.0'x4.0' 5.00' AC LANAI lb 16,7' 5.00, 9101 12.0' LOT 154 PROPOSED RESIDENCE 1986-TRIBECA-C 2 CAR GARAGE LEFT COV'D. ENTRY 9,3' 19.3, 16' L DRIVE WALK 25.20' 2 5.20' 10, UTIL. ESMT. 16, WALK 22' CURB AT 89040'51 E 30,18, Iw 14 21A3' H7AXTr1,1VC X.4 Y 50' PRIVATE RIW) PLOT PLAN AREA CALCULATIONS TOTAL LOT AREA 5,958 IN N ti D=89057'48" R=25. 00' L=39.25' C=35.34' CB=N 44"41'57" E FEET PLOT PLAN ONLY NOT A SURVEY FLATWORK ON/OFF LOT - TOTAL SQUARE FEET FIATWORK DRIVE 4031110- 513 t SQUARE FEET FOUNDATION/PAD 1.321 ± SQUARE FEET WALKS 571 891 = 948 t SQUARE FEET REAR PATIO 96 ± SQUARE FEET Soo 4.0001958 - 4,958 SQUARE FEET FRONT PORCH DECK POOL DECK 50 ± SQUARE FEET 0 t SQUARE FEET INOTE: FRONT SIDEWALK AND STREET LOCATION TAKEN FROM PLANS PROVIDED BY CLIENT - NOT FIELD VERIFIED - CRUSEYVWYER - SCOTT ASSOC INC.- LAYVD SURVEYORSLEGEND - LEGEND - A PLAT PILL. POINT CIN 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658- 1436 F FIELD TYP. LINE TYPICAL, NOTES 1P 0: IRONPIPE IRON ROD PRC, PER, POINT OF REVERSE CURVATURE POINT OF COMPOUND CURVATURE 1. THE UNDERSIGNED DM HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF CX CONCRETE MOOKIKENT DAD. RADIAL PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER W-17 FILOROA ADMINISTRATIVE CODE PURSUANT TO SECTION 472,027, FLORIDA STATUES SET LR. 1/21 IR, ./OLD 4596 MR. NON -RADIAL 2. UNU'$$ EMBOSSED WITH SURVEYOR'S SIGNATURE AND ORIGINAL RAISED SEAL, THIS SURVEY MAR OR COPIES ARE NOT MD REG. RECOVERED VP, VNES$ POINT J. THIS SURVEY WAS PREPARED FROM TIRE INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS P 0- 0, POINT OF SCOMNING CAI.C CALCULATED OR EASEMENTS "T AFFECT THIS PROPERTY P.O. C. POINT OF COMMENCEMENT CENTERLINE P. RA Fr. P "MANENt REFERENCE MONUMENT FINISHCO FLOOR ELEVATION 4, No UNDERGROUND IMPROVEMENTS MAW BEEN LOCATED UNLESS OTHERWISE S WN. Le STHEISENoDMAIL " K wAy BSJL, OUILDING SETBACK LINE 45. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY AMY OTHER ENTITY R/W I,, HT!.F I. BENCHMARK DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES. C SM I, EASEMENT B.B.Y BASEGEARING 7, BEARINGS, ARE WED ASSUMED DAIV14 AND ON THE LINE SHOWN AS BASE BEARING (B.B.) DRAIN. UTJL. DRAINAGEUTILITY ELEVATIONS, IF SHOWN, ARE BASED ON NATIONAL GEODETIC VER77CAC DATUM OF 1929. UNLESS OTHERWISE N07ED. CLFC. CHAIN LINK FENCE 9, CERTIFICATE OF AUTHORIZATION No. 4596, WD,FC, C"D P.C.OINT DOD FENCE CONCRETE BLOCK OF CURVATURE SCALE I-- I* By, I P CT: DESC, POINT 0, TANGENCY DESCRIPTION CER77FIED BY., DATE ORDER No. R L wRADIUS ARC LENGTHPLOTPLAN 04-02-2018 1995-18 D DELTA C CHORD CHORD BEARINGNORTH THIS BUILDING\ PROPERTY DOES NOT UE WITHIN V )^ THE ESTABLISHER 100 YEAR FLOOD PLANE AS PER "FIRM" T014 )JRUSCNMQ ER, R.L.S. 1 4714 ZONE X. MAP I 12117CO090 F (09-28-07) DAMES W. SCOTT, R.L.S # 4801 r / 1(6. L w ^ ) Filename: PARK 8U TBIBE[A.rzz Lighting and Small Appliance/Laundry Circuits Floor Area 8m&pp0o Lauod0n Line Neutral I986 2 l Lighting Summary Standard E,610 5,610 Optional 10,458 5,610 Ilaogeo & 0verza Range No. 0o? Nameplate Line Neutral I l 8000 2 O 0 3 O U Range/Oven Summary Standard 6,400 4,480 Optional 8,000 4,480 Dryers Dryer No. No? Nameplate Line Neutral I I 5000 2 U 3 0 -~- Dryer Summary Standard 5,000 3 5OU 1 A 0 Optional 5,000 3,500 Beating and Cooling: Actual Number = l Name M7 Pb No Amps Volts VA BP Line Neutral I M I l 22.0 240 5,280 0 l M I l 2.0 240 480 0 I M l I 5.0 240 I,200 0 l I 1 I 22 240 I 5,280 O Heat/Cool Summary Standard 12,240 0 Optional I2,240 0 Fixad Appliances: Actual Number = 6 Name MY Pb No Amps Volts VA HP Line Neutral DZ8 l I l2O 600 500 600 DISH l I 120 1200 I,200 1,200 o8ICB0 l I 120 I200 I,200 1,200 WATER HEATER l l I8'5 240 4,440 O OPT POOL l l 10 240 3,400 O 0P][ POOL BEAT I I 31 240 7,440 0 Fixed Appliance Summary Standard 13,960 2,250 Optional I7,280 2,350 Other IgppIiaooea; Actual Number = U Name M? Pb No }bnpe Volts \D\ f{p Line Neutral Other Appliance Summary Standard O 0 Optional 0 O 35% of Max Motor: Line is Std Only; Neutral for 8utb maximum Phase Amps Volts Heat/Cool 1 Phase 22 Amps 240 Volta Fixed Appl. 1 Phase 22 Amps 240 Volts 0 Other Appl. Phase Amps Volts 0 Max Motor Summary Standard Only 1,320 0 SUMMARY Standard Line Neutral Total Total - 43,530 415,840 Maximum Amperage 181 66 Service Voltage = 240 Service Phase = 1 Optional -__-~Line Neutral ____________________ Total Total - 34,535 15,840 Maximum Amperage = 144 66 Service Voltage = 240 Service Phase = 1 w Lumber design values are inaccordance with ANSkTP|1section G.3 These truss designs rely onlumber values established bvothers, MiTek RE: P1986C 200T' Park Sq Hm/Tribeca-2087-C Tray MilTek USA, Inc. Site Information: 0gU4Pa eEe$8GBlvd. Customer Info: PARKSQUAREHDKAE8Pv Nome: P1986C_2087-T Model: TRlE8 C/1Q`2Do/'C/TRAY CLG Lot/Block: 154 Subdivision: VVYNDHAKAPRESERVE 40' Address: 2402 VVAXVV|NGVVAY 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: K4iTek2&2O8.\ Wind Code: /\8CE7-\0 Wind Speed: 140mph Roof Load: 40.0po[ Floor Load: 55.0ps[ This package includes 40 individual, dated Truss Design Drawings and 0 AdditionalDrawings. With myseal affixed hzthis sheet, | hereby certify that |omthe Truss Design Engineer and this index sheet conforms toS1(S15-31.003.section 5of the Florida Board ofProfessional Engineers Rules. This item has been electronically signed and sealed by Lee, Julius, 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 dmwing(s)referenced above have been prepared hyh4Uek USA, Inc. under mydirect Supervision based onthe pummo{em provided by K1id-[ioriduLom6erAcquisitions, Inc.. TmuaaDesign Engineer's Name: Lee, Julius K4ylicense renewal date for the state o[Florida iyFebruary 28`20\ Q. 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 FI ven to MiTek. Any project specific information included is for MiTek's customers ile reference purpose only, and was not taken into account in the preparation of these designs, MiTek has not independently verified the applicability of the design parameters or the designs for any particular building, Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. April 3, 2018 Lee, ]Ulim o[2 Site Information: Customer Info: PARK SQUARE HOMES Lot/Block: 154 Address: 2482 VVAXVVN6VVAY City: SANFDRD Model: TR|BECA-1986_2087-C/TRAYCi Subdivision: V\1YNDHAM PRESERVE 40' State: FLORIDA Job I fuss Truss Type CRY Ply Park Sq rritTilbeca-2087-C TrayIIIII-IT13674332 P1986C2087- T Mid- Flonda Lumber, Bartow, FL, 8.130 s Mar 11 2018 MiTek Industries, Inc. Tue Apr 3 12:58:03 2018 Page I Ar ID 3zzrE5595qHBqKdROwR6OYzkwee-LW9pOBHf4z?Ut1vAP4QYs?DloSTMKxVQ9EjgChzUQHI 1 - 0-0, 7-3-11 7-0-5 7-0-5 7-3-11 1-0-0 3x4 — 3x4 = 3x4 = 4x4 . 4X4 - LOADING ( psf) SPACING- 2-0-0 cSI. TCLL 211,0 Plate Grip DOL 1,25 TC 0,67 TCDL 10.0 Lumber DOL 1.25 BC 0,95 BCLL 0,0 Rep Stress Incr YES WB 0,39 BCDL 100 Code FBC2017fTP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No 2 BOT CHORD 2x4 SP No,2 WEBS 2x4 SP No.3 REACTIONS. ( lb/size) 2=120710-4-0,6=120710-4-0 Max Horz 2=148(LC 12) Max Uplift 2=-379(LC 12), 6=-379(LC 13) FORCES. ( lb) -Max, Comp./Max Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2020/608, 3-4=- 1797/599, 4-5=- 17971599, 5-6-2020/608 BOT CHORD 2-10--58511762, 8-10=-243/1148, 6-8=-449/1762 WEBS 4-8=-2771695, 5-8--453/340, 4-10--277/695, 3-10=-453/339 DEFL. in (loc) I/defl L/d PLATES GRIP Vergl_ L) -032 8-10 >999 240 MT20 2441190 Vert( CT) -0,45 10-13 >768 180 Horz( CT) 0,07 6 n/a n/a Weight: 131 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-3-14 oc purlins, BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2p$f; BCDL=3.Opsf, h=25ft, Cat, 11; Exio B; Encl., GCpi- 0,18, MWIFIRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(l) 2-0-0 to 14-4-0, Extenor(2) 14-4-0 to 17- 4-0 zone,C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1,60 plate grip DOL=1 .60 3) This truss has been designed for a 10.0 par bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10,Opsf, 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ill Uplift at joint(s) except Ot-lb) 2= 379,6=379. a = 1 52 8 This item has been electronically signed and sealed by Lee, Julius, 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, Julius Lee PE No. UM Well USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 3,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473 — 10/03/2016 BEFORE USE. Design valid for use only with NhTekill) connectors This design is based only upon parameters shown, and is for an individual bunkling 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 backing of individual truss wet) andio, chord members only. Additional temporary and permanent bracing k' isalwaysrequiredforstabllityandtopreventcollapsewithpossiblepersonalarteryandpropertydamageForgeneralguidanceregardingthefabrication, storage, delivery, election and bracing of trusses and truss systems, "a ANSIITP11 Quality Criteria, 05"9 and BCSI Building Component 004 Parke East HMI 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/Tribeca 2087-C Tray P1986C 2087 T A2 lily 2 1 T13674333 k hie PenceAoptL , L _. Mid -Florida Lumber, Barlow, FL. 8,130 s Mar 11 2018 MiTek Industries, Inc. Too Apr 3 1258:04 2018 Page 1 ID_3zzrE5595gHBgKdROwR6OYzkwee-gijBDXIHrli7LP4Rbe835XQrOitmJgueJTeTE17zUGHH 1-0-0 6-9-4 0-0 ( ----- 6-9-4 --- i-- ._ fi 2-12 -f- 2-8-0__ 6-2-12 . —6-9 4 _. 1-0-0I 4x8 == 4x4 =_ I II to a 04 1 5x4 11 5x5 = 3x8 '- 1.5x4 II 04 Scale = 1 50 0 4 LOADING (psf) SPACING. 2-0.0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1,25 TC 0,50 Vert(LL) 0,10 12-15 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1,25 BC 0.64 Vert(CT) -0.19 11-12 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0,65 Horz(CT) 0.08 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 152 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid oiling directly applied or 7-8-2 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=1207/0-4-0, 7=1207/0-4-0 Max Horz 2=136(LC 12) Max Uplift 2=-369(LC 12), 7=-369(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2106/660, 3-4--1500/546, 4-5=-1256/540, 5-6=-1493/543, 6-7=-2106/660 BOT CHORD 2-12=-559/1821, 11-12=-559/1821, 10-11=-258/1253, 9-10=-509/1821, 7-9=-509/1821 WEBS 3-12=0/286, 3-11--651/348, 4-11=-1361389, 5-10=-128/393, 6-10=-654/350, 6-9=0/287 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; Cat. II; Exp B; Encl., GCpi=0. 18; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 13-0-0, Exterior(2) 13-0-0 to 15-8- 0, Interior(1) 19-10-15 to 29-8-0 zone;C-C for members and forces & MWFRS for reactions shown. Lumber DOL=1.60 plate grip DOL= 1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) " This truss has been designed for a live load of 20,Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=Ib) This item has been 2=3697=369 electronically signed and seated by Lee, Julius, 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. Julius Lee PE Na 34390 MiTek USA, Inc. FL Cart $634 9904 Parke East Blvd. Tampa FL 33810 Date: April 3, 2018 AWARNINO - Verify design param sows and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE RAGE Mll-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTekQO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design, Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI7 Quality Criteria, DSB-e9 and SCSI Building Component 6904 Parke East Blvd, Safety Information available from Truss Plate Inshtule, 218 N- Lae Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Piy Park Sg Hm/Tribecs 2087-C Tray A3 T6ty T13874P1986C2087TFIIP1_2087. Igt3 Refergn .(QpSI4t1§1(i_ r. .. --------------------- ...__ .._.. -..- Mid-Florida lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Tue Apr 3 12:58:05 2018 Page i I D:3zzrE5595gHBgKdROwR6OYzkwee-IvHZRtJvcaFC 1 DOnCraK4eO7gH8bPQNShicnHZZUQHG 1 0 0 r1.0-0i 5-9-4 - - - { 11-0-0 17 8-0 22 10 12 -.. ...._ ------- , ....._._2g-B-Q ........-._..._. 8_0 --- i- — I 59 5 z-12 5 2 1'2_ 5-9-4 1 o-o Scale = 1:50.0 I 4x8 — PA 23 04 = 15 1G IV J axe =_ 1.5x4 11 3x4 == 3x4 = 3x8 15x4 11 3x4 Off.__ 11:4 4.__-- __...__.__- _ TZ,g,Q _22x14 12-________ I._-- 2$Q 5_-4t_r. ..._..-..-._rL2_92 .__ _.._ 6c cQ_. ---- Plate fs t1XA;O 5 4 0-2 QI --- - - LOADING ( pst) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1,25 TC 0,74 Vert(LL) -0.09 10-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1,25 BC 0.58 Vert(CT) -0,21 10-12 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0,36 Horz(CT) 008 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 146 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-7 oC purlins. BOT CHORD 2x4 SP No.2 SOT CHORD Rigid ceiling directly applied or 7-10-6 oc bracing. WEBS 2x4 SP No.3 WEBS i Row at midpt 4-10 REACTIONS- ( lb/size) 2-1207/0-4-0, 7=1207/0-4-0 Max Herz 2=117(LC 12) Max Uplift 2=-351(LC 12), 7=-35l(LC 13) FORCES. Bb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2145/706, 3-4=-1660/605, 4-5=-1427/595, 5-6=-1660/605, 6-7--2145/706 BOT CHORD 2-13--550/1863, 12-13=-550/1863, 10-12=-348/1427, 9-10=-559/1863, 7-9=-559/1863 WEBS 3-12=-510/289, 4-12=-99/421, 5-10--77/421, 6-10--510/290 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=25111; Cat. 11, Exp B; EnCL, GCpi= 0.18, MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(l) 2-0-0 to 1 t-0-0, Exterior(2) 11.0-0 to 21- 10-15, Interior(1) 21-10-15 to 29-8-0 zone;C-C for members and forces 8 MWFRS for reactions shown, Lumber DOL-1 60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at Joint(s) except Ot=lb) this item has been 2=351,7=351, electronically signed and sealed by Lee, Julius, 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. Julius Lee PE No. 34660 MiTek USA, Inc. FL Cart 6634 6604 Parke East Blvd. Tampa FL $3610 Date: April 3,2018 A WARNING • Verify dee le, parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,111.7473 rev. 10/03/2015 BEFORE USE. Design valld for use only with MiTek* connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system- Before use, the building designer must verify the appircatArty of design parameters and properly incorporate this design into the overall building dosign. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing Is atways required for stability and to prevent coilapse 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, DS5-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 1ampa, FL 36610 Job ---TrussTr, as a --------- Qty ray T13674335 P1986C_ 2087 T A3T S--ruSsTyp PECIAL l Mid - Florida Lumber, Bartow, FL. 8130 s Mar 11 2018 MiTek Industries, Inc. Tire Apr 3 12:58:06 2018 Page I ID: 3zzrE5595qHBqKdROwR6OYzkwee-m5qxeDJYNuN3eNbzinZ6ZdrwHthQxBqRcwyyLpOzUQHF 11- 0-0 12-8-121111 7-8-0-2 Z, I - 0-12 -,-A--q -- - ------------ ------ P-8-91 2- 3A 6- 7-10_ 4- 4-6 4.4 6 1-8-12 4-.11-4 5-2-12 5-9-4 1-0-0 Scaler 1 49.9 4x8 6. 00 1- 1 5x4 11 08 4 5 26 27 6 3, 4 -7 - 012 1 'Is4 II 3x10 1 5x4 3x4 LOADING ( par) SPACING- Plate Grip DOL 2- 0-0 C 5 S1. DEFL, TCLL 200 TC 0,78 Vert(LL) TC DL too Lumber DOL 1,25 BC 0,82 Vert(CT) BCLI- OD Rep Stress Incr YES WB 0,50 Horz(CT) BCDIL 10,0 Code FBC2017ITP12014 Matrix -MS I ----------- ------ --- - ----------- - -- ------ - ----------- - --------- LUMEIER- BRACING TOP CHORD 2x4 Sri No.2 'Except* TOP CHORD 1- 3: 2x6 SP No, 1 BOTCHORC BOT CHORD 2x4 SP No.2 *Except* 2- 13i 2x6 SP No,1, 5-12: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x6 SP No.1 LBR SCAB 1-3 2x6 SP No, I one side REACTIONS. ( lb/size) 1=1161/0-4-0,8=1203/0-4-0 Max Horz I =- 1 26(LC 17) Max Uplift 1 =-3 1 O(LC 12), 8=-349(LC 13) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2--5111218, 2-3m-28591874, 3-4=-1971/660, 4-5-1793/656, 5-6=-17951658, 6-7=- 16441576, 7-8--2141/670 BOT CHORD 2-15=-69712634, 14-15=-692/2609,13-14=-388/1715, 10-11 =-527/1861, 8-10-527/1861 WEBS 3- 14=-1034/415, 4-14=-153/542, 4-13=-138/290, 11-13=-314/1303, 6-13=-177t588, 7-11 m-530/292. 3-15--741405 in (loc) I/defl L/d 0,18 15-20 >999 240 0,37 15-20 >923 180 0,22 8 n/a n/a PLATES GRIP MT20 244/ 190 Weight: 191 lb FT = 20% Structural wood sheathing directly applied or 3-9-4 oc puffins. Rigid ceiling directly applied or 8-1-1 oc bracing. NOTES- 1) Attached 7-8-13 scab 1 to 3, front face(s) 2x6 SP No, 1 with 2 row(s) of I Od (0, 131 "0") nails spaced 9" o.c,except : starting at 2-11-7 from end at joint 3, nail 2 row(s) at 3" o.c. for 2-11-3. 2) Unbalanced roof live loads have been considered for this design, 3) Wind: ASCE 7-10: Vultm140mph (3-second gust) Vas&108mph. TCDL=4.2psf. BCDL=3.Opsf, h=25ft, Cat, 11; Exp 81 Encl., GCpi-0. 18 MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-0 to 3-3-0, Intericir(l) 3-3-0 to 11-0-0, Exterior(2) 11-0-0 to 20-8- 0. Interior(l) 20-8-0 to 29-8-0 zone,C-C for members and forces & MWFRS for reactions shown; 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) Bearing at joint(s) 1 considers parallel to grain value using ANSIrTPI I angle to grain formula, Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ut=lb) 1=310, 8-349, A WARNING • Verifydesign parameters, and READ NOTES ON TKS AND INCLUOEDOTEK REFERENCE PAGE 11111-7473 rev. 1010,712015 BEFORE USE. Design valid for use wily with MiTeloic 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 braking 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 tons systems, see ANSIITPII Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate InsuKdo, 218 N. Lee Street, State 312, Alexandria, VA 22314 6 This item has been electronically signed and sealed by Lee, Julius, 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, Julius Lee PE ND. 34669 MiTsk USA, Inc, FL Cert 6634 6904 parka East Blvd. Tampa FL 33610 Date; April 3, 2018 Nil' MiTek' 6904 Parke East Blvd Tampa, Fl- 36610 Jos Truss 1 russ Type Qty Ply Park Sy Nrnl1'ribeca-2087-C Tray T13674336 Pt986C_20( T TrussA4 HIP 1 1 3e_t p9t(o ttogAj) Mid -Florida Lumber, Barlow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Tue Apr 3 12:58:07 2018 Page 1 In 3zzrE5595gHBgKdROwR6OYzkwee-EHOKrZKA8CVwGXAAJGdo93'fYy5metMgl9chuLSzUQHE 1-4-0 4 9-4 9-OA 14.4.0 i}__Q,pt.___..-.-__-- 4 9-A.-_..---i---...--. 4-2-12 -&4-0 -----f--- 5-4-0 - --------- h.._-___4-2i2__._ 4-9-4 1-p--I Scale = 1:50.0 4x4 -- 4x8 "' 1 5.4 11 21 5 22 4x8 = 13 I to 3x4 --- LOADING (psf) SPACING- 2-0-0 CSL TCLL 20.0 Plate Grip DOL 1,25 TIC 0,44 TCDL 10.0 Lumber DOL 1.25 BC 0.79 BCLL 0.0 Rep Stress Incr YES WB 0,17 BCDL 10.0 Code FBC2017ITP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1207/0-4-0, 8-1207/0-4-0 Max Horz 2=97(LC 12) Max Uplift 2=-329(LC 12), 8=-329(LC 13) 3x4 3x8 3x4 4x4 .. DEFL. in loc) I/deft Ud PLATES GRIP Vert(LL) -0.15 13-16 -999 240 MT20 2441190 Vert(CT) -0,34 13-16 >999 180 Horz(CT) 0.08 8 n/a n/a Weight: 145 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-8-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-6-3 oc bracing FORCES. (lb) - Max. Comp./Max. Ten- - All forces 250 (lb) Or less except when shown. TOP CHORD 2-3=-2132/762, 3-4=-1831/646, 4-5=-1835/709, 5-6=-1835/709, 6-7=-1831/646, 7-8=-2132/762 BOT CHORD 2-13=-609/1884, 11-13=-412/1588, 10-11=-419/1588, 8-10=-617/1884 WEBS 3-13=-346/246, 4-13=-70/408, 4-11=-196/418, 5-11=-366/223, 6-11=-196/418, 6-10=-70/408, 7-10=-346/247 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vujt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf, h=25ft, Cat. II; Exp 6, Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 9-0-0, Exterfor(2) 9-0-0 to 24-0-11, Intertor(1) 24-0-11 to 29-8-0 zone;C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 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 Ut=lb) 2=329,8-329. AWARNING - Vastly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,111.7473 rev. 10/03/2016 BEFORE USE. Design valid for use only with 1410-00 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 designbracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, dairy". orection and bracing of trusses and truss systems, see ANSirTPl1 Quality Crtteria, D58-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. This item has been electronically signed and sealed by Lee, Julius, 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. Julius Lee PE No. 3066 MiTek USA, Inc. FL Cert6634 6404 Parke East Blvd, Tampa FL 33610 Data: April 3,2018 MI M! Tek 6904 Parke East Blvd. Tampa, FL 36610 Job truss Tntss Type oty Rly Rark Sit Hrn/T"ribaca-2087-C l ray - T13674337 R1986C,_2087-1 A4T SPECIAL 1 1 Q1?_Rgla e LeA2pt!40 . -, Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. The Apr 3 12:58:08 2018 Page 1 I D:3zzrE5595gHBgKdROwRBOYzkwee-iUyi3uLovVdnuhlMt_811G?dNU7Zc11fvOGRRuuzUGHD 2 3-4 i 5-7__70 - 9-0-0 12-8.12 16-2-8 19-8-0 23 10-12 _--- 28-8.0 _ __ 9-8 0 3 --- -4-9-4 02-3-4 3..4.6 3-4-6 3-8-12 3-5-10 5-10 4 ?120 Scale = 1 49.9 5x6 = 1. 5x4 11 3x4 - 4x8 = 5 28 6 7 29 8 6 00 112 3x4 G 4 27 %.-,. 30 3x4 Lear, 4 16 '' F'.;''' r 10 18 17 5xi2 2. 4 I I 3x4 2x4 I 15x4 II 15 14 13 12 4xl2 1.5x4 II 4x10 --= 3x4 = 1.5x4 II 3x4 = 7 aQ.._ _.i -r --- I __sz a 3- 3 ----- 3-5.10.. ._._-._..._5.10 t2 -__ _ 4..:4.----_-___—__._ -- Plata Offsets X Y [2 0_7-&,Edge) 15,0 6 0 0 2 8L,L 0-5-40-Z o9-Q Q_1 2- 0-0 LOADING (psf) SPACING- CSI. DEFL. in (Ioc) Udell L/d PLATES GRIP-- TCLL 20.0 Plate Grip DOL 1.25 TC 0,78 Vert(LL) 0.18 16-17 >999 240 MT20 244/190 TCDL 100 Lumber DOL 1,25 BC 0,75 Vert(CT) 0.36 i6-17 >946 180 BCLL 00 Rep Stress Incr YES WB 0.65 Horz(CT) 0,21 10 n/a ma BCDL 10.0 Code FBC2017fTP12014 Matrix -MS Weight: 194 lb FT = 20% LUMEIER- BRACING - TOP CHORD 2x4 SP No.2 'Except* TOP CHORD Structural wood sheathing directly applied or 3-8-11 oc puffins, 1- 5: 2x6 SP No,1 except end verticals. BOT CHORD 2x4 SP No.2 'Except' BOT CHORD Rigid ceiling directly applied or 7-10-12 oc bracing. 2- 16: 2x6 SP No, 1, 6-15: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 19- 20: 2x4 SP No.2 OTHERS 2x6 SP No,1 LBR SCAB 1.4 2x6 SP No -1 one side REACTIONS. ( lb/size) 1=1161/0-4-0, 10=120310-4-0 Max Horz 1--107(LC 17) Max Uplift 1--288(LC 12), 10=-327(LC 13) FORCES. ( Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-5111197, 2-3=-3280/1018, 3-5=-2331/762, 5-6=-2306/805, 6-7=-22921800, 7- 8=-17711662, 8-9=-17961626, 9.10=-21821699 BOT CHORD 2-18=-85513094, 17-18=-85513094, 16-17=-508/2038, 13-14--40711557, 12-13=-56211906, 10-12=-56211906 WEBS 5-17=-162/ 632, 5-16=-189/445, 14-16=-445/1703, 7-16=-2161754, 7-14=-757/287, 8-14=-174/430, 8-13=-87/308, 9-13=-412/231, 3-18=-64/332, 3-17=-1200/419 NOTES- 1) Attached 7- 11- 12 scab i to 4, front face(s) 2x6 SR No.i with 2 Fowls) of 10d (0-131"x3") nails spaced 9" o.c.except : starting at 1-8-6 from end at Joint 1, nail 2 row(s) at 3" o.c. for 2-11-3. 2) Unbalanced roof live loads have been considered for this design. 3) Wind: ASCE 7- 10, Vult=140mph (3-second gust) Vasd-108mph, TCDL=4.2psh BCDL=3.0psf; h=25ft, Cat. II; Exp B, Encl., GCpi=0.18, MWFRS ( envelope) gable end zone and C-C Extertor(2) 0-2-0 to 3-3-0, Interior(1) 3-3-0 to 9-0-0, Exterior(2) 9-0-0 to 22-8-0, Interior( 1) 22-8-0 to 29-8-0 zone;GC for members and forces & MWFRS for reactions shown; 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 I OLD psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20 Opal 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) Bearing at joint( s) 1 considers parallel to grain value using ANSI/TPI i angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection ( by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint($) except Qt=lb) 1=288,10=327. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERENCE PAGE 01010-7473 rev. 1010312016 BEFORE USE. Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system- Before use, the building designer must verify the applicability of design parameters and 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 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 ANSIfTP11 Quality Criteria, OSO-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. This item has been electronically signed and sealed by Lee, Julius, 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. Julius Lee PE No, W60 MiTsk USA, Inc. FL Ceft 6634 6904 Parke East Blvd, Tampa FL 33610 Date: April 3, 2018 Nil' aAI IY TeR 6904 ParkeEast Blvd Tampa.FL 36610 Job 1 Hass Trttss Type Qty Ply Park Sq Hrltlfribeca 2087-C Tray P1986C_2087 T A5 IHIP 1 1 T13674338149111309ll-rZt1:4019944-------------- -------- _----- Mid -Florida Lumber, Bartow, FL, BA 30 s Mar 11 2018 MiTek Industries, Inc. Tue Apr 3 12:58:09 2018 Page 1 to 3zzrE5595gNBgKd ROwR6OYzkwee-Ag W4GEMQgpieVrKYRhfGEUYo?uSU L8?2cwA?QLzUQ HC 24-10-12 3-9A f 3-2-12 m 4-10-11 - f 4-10-11 ------ { ------- 4-10-11 - ' #- 3 2-12 ----- 3-9A 1-0-01 scale - 1 50.0 4x8 4x6 = 13 7x8 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0 0 Rep Stress Incr NO BCDL 10 0 1 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP No_2 Except` 4-7: 2x4 SP No_1 BOT CHORD 2x6 SP DSS WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2-2172/0-4-0, 9=249210-4-0 Max Herz 2=78(LC 12) Max Uplift 2=-819(LC 8), 9=-1040(LC 9) 3x4 3x4 =- 5 18 19 6 20 8x8 MT2QHS 21 4x6 -- 7x8 -- CSL DEFL. in (loc) I/dell L/d PLATES GRIP TC 0.79 Vert(LL) 0,32 12-13 -999 240 MT20 244/190 BC 0.71 Vert(CT) 455 12-13 >626 180 MT20HS 1871143 WB 0,64 Horz(CT) 012 9 n/a n/a Matrix MS Weight. 164 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-5-3 oc bracing. WEBS 1 Row at midpt 5-13, 6-11 FORCES. (lb) - Max. Camp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-4450/1735, 3-4=-4254/1707, 4-5=-3841/1573, 5-6=-6003/2562, 6-7=-4416/1958, 7-8--4892/2137, 8-9=-5086/2164 BOT CHORD 2-13--1547/3941, 12-13=-2287/5453, 11-12--2497/5762, 9-11 =-I 887/4523 WEBS 4-13=-654/1659, 5-13=-2060/1009, 5-12=-469/995, 6-12=-8/468, 6-11=-17111792, 7-11=-607/ 1687 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; Cat. It, Exp B; Encl., GCpi=0.18, MWFRS (envelope) gable end zone; 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 011-1b) 2=819, 9=1040. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 123 Ib down and 142 Ib up at 13-74, 123 lb down and 142 to up at 15-7-4, 123 Ito down and 142 lb up at 17.7-4, and 123 lb down and 142 lb up at 19-7-4, and 224 lb down and 251 lb up at 21-8-0 on top chord, and 890 lb down and 372 lb up at 12-8-12, 89 lb down and 28 lb up at 13-7-4, 89 lb down and 28 lb up at 15-7-4, 89 Ib down and 28 lb up at 17-7-4, and 89 lb down and 28 Ito up at 19-7-4, and 411 lb down and 219 lb up at 21-7-4 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 CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=t25 Uniform Loads (plf) Vert: 1-4=-60, 4-7=-60, 7-10=-60, 2-9=-20 WARNING • Verify design Parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE 11,111.7477 rev. 1010312016 BEFORE USE. Design valid (or use only with MiTelkV 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 is always required for stability and to prevent collapse with possible personal injury and property damage- For general guidance regarding Die fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 218 N- Lee Street, Suite 312, Alaxandna, VA 22314. This item has been electronically signed and sealed by Lee, Julius, 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. Julius Lee PE No, W60 MiTek USA, Inc. FL Cart 9934 904 Parka East Blvd. Tampa FL 33810 Date: April 3,2018 141 MITek 6904 Parke East Blvd. Tampa, FL 36610 juuS Truss s Type Qty Ply Park Sri HmTribeca-2087-C Tray T13674338 P1986C 2087 T A5 ip 1 1 Mid-Florida Lumber, Bartow, FL. 8.130 It Mar 11 2018 MiTek Industries, Inc. Tue Apr 3 12:58:10 2018 Page 2 Ip_3zzrES595gNBgKdRQwR6QYzkwee-es4SUaN2Q7tV7?vt_PAVnhSzlloj4bFBrawYynzUQFiB LOAD CASES) Standard Concentrated Loads (lb) Vert: 7=-177(F) 11=-411(F) 18=-123(F) 19=-123(F) 20=-123(F) 21--123(F) 22=-890(F) 23=-70(F) 24=-70(F) 25=-70(F) 26=-70(F) WARNING - VarNy design parameters and READ NOTES ON TWS AND rNCLUDEO MiTEK REFERENCE PAGE M11-7473 ray. 1010312015 BEFORE USE. Design valid tar 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 verify the applicability of design parameters and properly incorporate this design into the overall Abuildingdesign. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing (YIC Bkgisalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the v fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIfTPI1 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 y Park Sq Hin/Tdbeta-2087 C Tray T13674339rP1986C2Q871A6TSPECIAL1 Ilig - - - Mid-Flonda Lumber, Bartow, FL. 8,130 s Mar 11 2018 MiTek Industries, Inc. Tue Apr 3 12:58:11 2018 Page 1 ID:3zzrE5595gFlBgKdROwR6OYzkwee-63eghwNgBQOL18UxY6hkKvdATi6gp?zL4Df6UDzl10HA 2-3-4 _ 5 Q 0 7-0-0 10-Q-2 12-8-12 17-2-& 21 8-0 24 10-12 28 8 0 ' 9 8 0 234 2 8-12 2-0-0 3-0-2 2-8-10 4-5-10 4-5-10 3-2-12 3 9-4 1-o-0 Scale = 1 49.9 5x8 -- 2x4 II 4x4 = 4x4 == 5x8 -_ 6.00 (12 4 29 5 30 6 31 32 7 33 34 8 3x4 -r 28 r 3x43 /, / 9 2x4 r---- - 16 10 19 18 35 t 36 6x8 2x4 II 3x4 = 3x8 = 37 38 39 40 2x4 I( 1.5x4 II 15 14 13 12 6x8 — 2x4 II 3x14 -= 3x4 "- 15x4 i 3x4 d A f-._ Z,14 - {- - — ----{ 7-Q-0 -i 28.8--4_------ _..------1 9 3 Q 2 g 4 --- - - - - Plate Offsets (X,Y-j20-2-8Edoel, [4:0-5 4 Ct-2-121. f8 4 2 4 0-2-12j C140-6-120-1 Sj [t6 05-12 0-4 Oj LOADING (Pat) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0,66 Vert(LL) 0,24 16-17 >999 240 MT20 244/190 i TCDL 10.0 Lumber DOL 1,25 BC 0.85 Vert(CT) -0,46 16-17 >749 180 BCLL OD Rep Stress Incr NO WB 0.87 Horz(CT) 025 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 397 Ito FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP DSS 'Except` TOR CHORD Structural wood sheathing directly applied or 5-7-13 oc purlins, 4-8: 2x6 SP No.2, 8-11: 2x4 SP No.2 except end verticals.. BOT CHORD 2x4 SP No.2 'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 2-16: 2x6 SP No. 1, 6-15: 2x4 SP No.3 WEBS 2x4 SP No.3 `Except" 20-21: 2x4 SP No.2 OTHERS 2x6 SP DSS LBR SCAB 1-4 2x6 SP DSS one side REACTIONS. (lb/size) 1=2199/0-4-0, 10=2186/0-4-0 Max Harz 1--87(LC 13) Max Uplift 1=-691(LC 5), 10=-718(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-975/367, 2-3=-7411/2484, 3-4--6088/2103, 4-5=-6657/2317, 5-6=-6657/2317, 6-7=-7321/2557, 7-8=-4864/1737, 8-9=-4123/1430, 9- 1 0=-4315/141 8 BOT CHORD 2-19=-2318/6970, 18-19=-2318/6970, 17-18=-186915525, 16-17=-2520/7391, 6-16=-14/349, 14-15=-140/463,13-14=-1196/3688,12-13=-1220/3813,10-12=-1220/3813 WEBS 4-18=-519/ 1591, 4-17=-558/1489, 14-16=-1546/4557, 7-16=-100512787, 7-14=-1963/847, 8-14=-601/1534, 8-13--113/576, 9-13=-2841164, 6-17=-985/395, 3-19=-217/751, 3-18=-1826/602 NOTES- 1) 2-ply truss to be connected together with 10d (0131"xY) nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9.0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 Do. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (6) 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) Special connection required between scab 1 to 4 back face(s) and truss. 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; Cat. 11, Exp B, Encl_ GCpi=0.18; MWFRS ( envelope) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60 6) Provide adequate drainage to prevent water ponding. 7) Concentrated loads from layout are not present in Load Case(s): ff/0 Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel, #11 Dead + 0.6 MWFRS Wind (Pos. internal) 4th Parallel, 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Bearing at joint( s) 1 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify Q WARNINO . Verify design paramefers and READ NOTES ON Tff1S AND INCLUDED MITEK REFERENCE PAGE MIF7473 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 andtor chord members only Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal injury and property damage- For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TPIl Quality Criteria, DSB-89 and BCSI Building Component Safety information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandna, VA 22314. This item has been electronically signed and sealed by Lee, Julius, 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. Julius Lee PE No, 34869 MiTek USA, ihe. FL CeR6634 6404 Parke East Blvd, Tampa FL 33610 Date: April 3,2018 MR, MiTek' 6904 Parke East alvd. Tampa, Ft. 36610 Job Truss TmssType Qty Ply Park Sq lim/Tfibeca 2087-C. Tray T13674339 P1986C 2087 T A6T SPECIAL 1 lJob Rpfatpellpis forgitignog -.. Mid -Florida Lumber, Bartow, FL, 8,130 s Mar 11 2018 MiTek Industries, Inc, Toe Apr 3 12:58:11 2018 Page 2 ID:3zzrE5595gHBgKdROwRGOYzkwee-63eghwNgBOOL18UxY6hkKvdATi6gp7ZL4Df6UDZUQt IA NOTES- 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=691, 10=718, 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 29 lb down and 90 lb up at 7-0-0, 26 lb up at 9-0-12. 26 lb up at 11-0-12, 97 lb down and 106 lb up at 13-0-12, 97 lb down and 106 lb up at 14-4-0, 97 lb down and 106 lb up at 15-7-4, 97 lb down and 106 Ito up at 17-7-4, and 97 Ito dawn and 106 lb up at 19-7-4, and 189 lb down and 205 lb up at 21-8-0 on top chord, and 502 lb down and 231 lb up at 7-0-0, 180 lb down and 76 to up at 9-0-12, 180 lb down and 76 Ito up at 11-0-12, 66 lb dawn at 12-10-8, 66 Ib down at 14-4-0, 66 Ih down at 15-7-4. 66 lb down at 17-7-4, and 66 lb down at 19-7-4, and 327 lb dawn and 97 lb up at 21.7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert; 1-23=-82, 4-23=-60, 4-8=-60, 8-11=-60, 16-22=-20, 15-25=-20 Concentrated Loads (lb) Vert: 4=-1(F)8=-142(F) 6=-97(F) 18=-502(F)16=-41(F) 13=-327(F) 31=-97(F) 32=-97(F) 33=-97(F) 34=-97(F) 35--180(F)36=-180(F) 37=-41(F) 38=-41(F) 39=-41(F) 40=-41(F) AWARNING - Verffy design parameters and READ NOTES ON THIS AND MCLUDEO MITEK REFERENCE PAGE MIP7473 rev. 1010312016 8EFORE USE. Design valid for use only with MiTek40 connectors. This design is based only upon parameters shown, and is for an individual building component, notMRatrusssystem. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall p building design. Bracing indicated is to prevent buckling of tridirodual truss web and/or chord members only. Additional temporary and permanent bracing M!Tek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the e fabrication, storage, delivery, enaction and bracing of trusses and truss systems, see ANSI/TPtt Quality Criteria, OSB49 and SCSI Budding Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 ffrlssJimss Type PI"ks4FinJob vrnbeca-2087-C TrayT13674340 P1986C2087-T BISPECIAL--- - JWRefer ri atop on#11eric _npr --- ---------- - ------- - - - ---------- ------------------ - Mid -Florida Lumber, Bartow, FL. 8,130 a Mar 11 2018 M(Tek Industries, Inc. The Apr 3 12:58:12 2018 Page I ID:3zzrE5595qHBqKdROwR6OYzkwee-bFCDvGOlykBCM[376pDzs6Alp6VtYUEUItPflfzUQH9 6-3-8 12--jq I_ 18 11-4 3-3-0 3-0-8 3-0-3 3-1 -1 3-1-15 _-__..-__-3-3,11 Scale = 1 33 0 U4 9 6X6 4.4 II 8xl0MT20HS 2.4 ii 4x4 -- 4X8 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20,0 Plate Grip DOL 1,00 TC 0,88 TCDIL 10.0 Lumber DOL 1.00 BC 0,66 BCLL 0.0 Rep Stress Incr NO WB 0,74 BCDL 10.0 Code FBC20171TP12014 Matrix-S DEFL. in (loc) Wen Ud Verl(LL) 0,29 12 >766 360 Vert(CT) -0,55 12 >408 240 Horz(CT) 0,06 9 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP No,2 'Except* TOP CHORD 4-8: 2x4 SP No, 1 BOT CHORD 2x6 SP DSS BOT CHORD WEBS 2x4 SP No,3 REACTIONS. (lb/size) 1-186110-4-0, 9=248 710-7-4 Max Horz 1= 258(LC8) Max Uplift 1=- 535(LC 5), 9=-808(LC 5) Max Grav 1 = 2001 (LC 15), 9=2800(LC 15) FORCES. (lb) -Max. Comp.tMax. Ten, -All forces 250 (lb) or less except when shown. TOP CHORD 1- 2=-3962/1079,4-5=-1215913571,5-6=-1215913571,6-7=-7102/2056,7-8=-5511161, 8-9=-487t155 BOTCHORD 1-14=- 110613480,13-14=-3001tlOO93, 12-13=-3252/10905,11-12=-3403/11692, 10-11=-3403111692, 9-10=-2056/7102 WEBS 2-14=- 73012605,5-12=-841/279,6-11=-53/304,7-10--287/1112,4-12=-34011343, 6-12=-263/ 488, 6-10-4796/1408, 7-9=-6845/1980, 2-4=-338911024, 4-14=-696612038 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 218 Ito FT = 20% Structural wood sheathing directly applied or 2-11-4 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) 2- ply truss to be connected together with 10d (0, 131 "xY) 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 - I 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 CASES) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced root 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, Cat. 11, Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding, 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 par bottom chord live load nonconcurrent with any other live loads 8) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=535,9= 808, 10) Girder carries tie-in span(s): 5-0-0 from 6-3-8 to 18-11-4 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. LOAD CASE(S) Standard A WARNING- Verify design p.lmetom and READ NOTES ON THIS AND lNCLUOEDMITEK REFERENCE PAGE U1144731— 10A0312015 BEFORE USE. Design valid for use only with MiTekfli connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Betwe use, the building designer must verity the applicability or design parameters and property incorporate this design Into the overall building design Bracing Indicated is to prevent buckling of individual truss wet) and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, dalwery, erection and bracing of trusses and truss systems, see AN$I1TPI1 Quality Criteria, C38-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandoa, VA 22314 This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. U860 MiTak USA, Inc. FL Cart 8634 6904 Parke East Blvd, Tampa FL 33610 Date: April 3, 2018 MITek' 6904 Parke East Blvd. Tampa, FL 36610 Job IIIIf floss 1Tntss Type rIIIIQty IIIIPIy 7IIII Park Sq Hmffribaca 2067-G Tray t .._ ( ...._-1ob_fZgferenc S4Ptiar7al _.. 113674340 P1966C_2067-T Bt SPECIAL 1 Mid -Florida Lumber, Bartow, Fit.- BAN s Mar 112018 MiTek Industries, Inc. Tue Apr 3 12:58:12 2016 Page 2 ID:3zzrE5595gHBgKdROwR6OYzkwee-bFCDvGOlyk6GM1376pDzs6Alp6VtYUEUItPfi fzUQF19 LOAD CASE($) Standard 1) Dead + Roof Live (balanced) Lumber Increase=1,00, Plate Increase- 1.00 Uniform Loads (plf) Vert: 1-3=-60, 4-6=-292, 1-9=-20 Concentrated Loads (lb) Vert: 4=-429 AWARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE RAGE 1140-7473 rev. 101031201 S BEFORE USE. ° Design valid for use only with MiT00 connectors- This design is based only upon parameters shown, and is for an individual building component, not a truss system_ Before use, the braiding designer must verify the applicability of design parameters and property incorporate this design into the overall Tie 1 building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing M f57 R. 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 bracng of trusses and truss systems, see ANSIITPII quality Criteria, DSB•89 and BCSI Building Component 6904 Parke East Blvd_ Safety information available from Truss Plata Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Jab -- Truss Truss Type G2fy Ply Park Sq Hm-fr- ibeca-2087 f Tray P1986C 2087 T B2 SPECIAL 6 1 113674341 Mid•Flodda Lumber, Bartow, FL. 8,130 s Mar 11 2018 MiTek industries, Inc. Tue Apr 3 12:58:13 2018 Page 1 ID 3zzrE5595gHBgKdROwR6OYzkwee-3Rmb6cPxj2G3_SeKgXkCPKjSIVnHHu4eXX8C26zUGH8 3 3-0 6-3-8 9-3-11 12-5-10 13-11-2 15 f-9 18 11 4 3-3-0. 3-0-8 __------ - F .._......._...-3 0 3_ { _._._.. _-_._3_1 15 ---- { ..-- 3„5-8 —f--'1 8 7 __ L_._.._-_.__ _._ 3 3.11, Scale = 1:32.9 2x4 11 3 8x8 MT20HS = 5x6 it 8xl2 MT20HS = 2x4 it 4,03 = 4x8 __ I ----- 6 34. — --+— -- —I, } _L1-1 T 2 f------ 7--9 I -- --AQ 't]'9 - I PlateOffset X Y)-__. j4.0 4 8Edg®j [7:0-3-6 0- j8;t dge,0 3-81 j12:0-6-0.0 5-0] t14:0-3 8 4-12-- ._.._ ---- ----------- -------- LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0,93 Vert(-L) -0A0 12 561 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0,91 Vert(CT) -0,74 12 >301 240 MT20HS 1871143 4 BCLL 0.0 Rep Stress Incr NO WS 0,96 Horz(CT) 0,09 9 hie We BCDL 100 Code FBC2017/TPI2014 Matrix-S Weight: 109 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except` TOP CHORD Structural wood sheathing directly applied or 1-6-2 oc purlins, 4-8: 2x4 SP DSS except end verticals. BOT CHORD 2x6 SP DSS BOT CHORD Rigid ceiling directly applied or 5-8-12 oc bracing. WEBS 2x4 SP No.3 'Except' WEBS 1 Row at midpt 7-9 3-13,4-14: 2x4 SP No 2 REACTIONS. (lb/size) 1=1412/0-4-0, 9=1262/0-7-4 Max Horz 1=258(LC 12) Max Uplift 1=-309(LC 9), 9=-233(LC 9) Max Grav 1=1570(LC 19), 9=1625(LC 2) FORCES. (lb) - Max. Camp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3068/735, 4-13=-78/327, 4-5=-8173/1803, 5-6=-8173/1803, 6-7--4237/685, 7-8=-321/48 BOTCHORD 1-14=-842/2702, 13-14=-2049/7648, 12-13=-2180/8184, 11-12=-1312/7140, 10-11--1312/7140, 9-10=-685/4237 WEBS 2.14=-462/1972, 4-14--5210/1271, 2-4=-2611/765, 5-12=-395/53, 7-10=-147/803, 4-12=-408/457, 6-12=-512/1179, 6-10=-3079/656, 7-9=-4092/665 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; Cat. 11; Exp B; Encl., GCpi=0.18, MWFRS (envelope) gable end zone and C-C Extenor(2) 0-2-0 to 3-3-0, Interior(1) 3-3-0 to 18-9-8 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=Ib) 1=309, 9=233. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) . The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase= 1 .00 Uniform Loads (pit) Vert: 1-3=-60, 4-8=-90, 1-9=-20 WARNING • Verify design Parameters and READ NOTES ON THIS AND INCLUDED M1ftTEK REFERENCE PAGE 11111-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MITek0 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 td prevent buckling of individual truss web andlor chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria, DS8-e9 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. This item has been electronically signed and sealed by Lee, Julius, 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. Juliue Lea PE No.3060 MiTek USA, Inc. FL Cert $634 6904 Parke East Blvd, Tampa FL 33610 Date: April 3,2018 M11r Welk' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss P1986C_2087-T B2- Mid -Florida Lumber, Bartow, LOAD CASE($) Standard Concentrated Loads (Ib) Vert:4=345 15=-460(8) Type Qty Ply ( Park Sq Hm/Tdbeca-2087-C Tray T13674341 8,130 s Mar 11 2018 MiTek Industries, Inc. Tue Apr 3 12:58:13 2018 Page 2 ID:3zzrE5595gHBgKdROwR6OYzkwee3Rmb6cPxj2G3_SeKgXkCPKjSIVnHHu4eXX8CX6zUQH8 WARNINQ - Vaulty dasl0n parameters end READ NOTES ON THIS AND INCLUDED "TEK REFERENCE RAGE 01-7473 rev, 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, (he building designer must verify file applicability of design parameters and property incorporate this design into the overall p sbuildingdesign. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IYl l k is always required for stability and to proven( collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPl1 Quality Criteria, DSH A9 and SCSI Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 A, Job r rasa P1986C_2087T Mid -Florida- Lumber, Barlow, FL, 1-0-0 rype ca 2087 C Tray 1-13674342 AON 3 1 ] Ply_ _ b p9q,(irpli n I ----- ---- Park Sul I Ini/Tube 9, 8 130 s Mar 11 2018 MiTek Industries, Inc rue Apr 3 12:58:14 2018 Page I ID:3zzrE5595qllBqKdROwR6OYzkwee-XeJz,IyQZULOwccCV,/DEFRxXF19v82OWtnri(Tibum5YzUQH7 I ................... 4-6-12 4-6-12 5-1.4 1-0-0 Scale = 1 34.7 4x4 4 4X4 --- 5X8 = 4x4 LOADING (psf) SPACING- 2-0-0 cSL DEFL, in loc) Well Lid TCLL 20,0 Plate Grip DOL 1,25 TC 0,44 Vert(LL) 0.14 8-11 999 240 TODL 10,0 Lumber DOL 1,25 BC 0,87 Vert(CT) 0,30 8-11 765 180 BCLL 0,0 Rep Stress Incr YES WB 0,22 Horz(CT) 003 6 n1a n/a BCDL 10,0 Code FBC2017tTP12014 Matrix -MS LUMBER- BRACING - PLATES GRIP MT20 244/190 Weight: 87 lb FT = 20% TOP CHORD 2x4 SP No,2 TOP CHORD Structural wood sheathing directly applied or 4-9-3 oc purlins, BOT CHORD 2x4 SP No,2 BOT CHORD Rigid ceiling directly applied or 9-5-5 oc bracing. WEBS 2x4 SP No,3 REACTIONS. (lb/size) 2=833/0-8-0, 6=833/0-8-0 Max Horz 2--103(LC 13) Max Uplift 2=-266(LC 12),6=-266(LC 13) FORCES. (lb) - Max. Comp,/Max, Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1302/424, 3-4--977/331, 4-5--977/331, 5-6=- 1302/424 BOT CHORD 2-8=-38411141, 6-8=-312/1141 WEBS 4-8=-136/588, 5-8=-387/267, 3-8=-3871267 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=1511. Cat, 11, Exp 8, Encl., GCpi-0. 181 MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(l) 2-0-0 to 9-8-0, Extenor(2) 9-8-0 to 12-8- 0 zone,C-C for members and forces & MWFRS for reactions shown, Lumber DOL-1 60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 PSI bottom chord live load nonconcurrent with any other live loads, 4) * This truss has been designed for a live load of 20,0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wid( will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb Uplift at joint(s) except (jt=lb) 2=266, 6=266. I'l This item has been electronically signed and sealed by Lee, Julius, 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. Julius Loa PE No, 9869 MiTsk USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tamps FL 3300 Date: April 3, 2018 WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII7473 rev. 1010312015 BEFORE USE. Design valid for use only with Mffel,0 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 (resign into the overall M11, 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, "a ANSI1TPII Quality Criteria, DS"9 and BCS1 Building Component 6904 Park. East Blvd Salary Information available from FrusS Plate institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314 Lamps, FIL 36610 Jotr Tnt'ss - - - ------- -- ------------ --- Truss fyra - -- --------- Qfy jiijy JT13674343 Park i4miTribec-a-2067- - C - Tray 1 P1986C2084GABLE1J. Mid - Florida Lumber, Barlow, FL. 8,130 a Mar 11 2018 MiTek Industries, Inc, Tue Apr 3 12:58:15 2018 Page 1 ID: 3zzrE5595qHBqKdROwR6OYzkwee-?qtLXIQBF(WnDmninymgUlo_oJgRlOcw?rdJd-ZUQH6 19- 4-0, 1 __ __ ____ ___ _ . ... ... 9- 8-0 9-8-0 1-0-0 a 4x4 = 30 30181716151413125X5 Plate ffi L § AX___ Y- h _-_ - Rl -q- 0_-_ _208- __0_ _q_ -_ -9, 1' ___ Scale = 1 35 0 it LOADING ( psO SPACING- 2-0-0 CS1. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 20, 0 Plate Grip DOL 125 TC 0,13 Vert(LL) 0,00 11 n/r 120 MT20 2441190 TCDL 100 Lumber DOL 1.25 BC OA0 Vert(CT) 001 11 n/r 120 EICLL 0, 0 Rep Stress InCF YES WIB 0,06 Horz(CT) 0,00 10 n/a n1a SCDL 10. 0 Code FBC2017ITP12014 Matnx-s Weight: 95 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No-2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No3 REACTIONS. All bearings 19-4-0. lb) - Max Herz 2=- 1 03(LC 13) Max Uplift All uplift 100 lb or less at joint(s) 2,16, 17, 14, 13, 10 except 18-- 146(LC 12),12--145(LC 13) Max Grav All reactions 250 lb or less at joint(s) 2,15, 16,17, 14, 13, 10 except 1 8=282(LO 23), 12=282(LC 24) FORCES, ( lb) - Max. Comp./Max. Ten, -All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live leads have been considered for this design, 2) Wind: ASCE 7-10: Vult=140mph (3-second gust) Vasd-108mph, TCDL=42Psf. BCDL=3.Opsf, h=15ft; Cat. 11, Exp 6; Encl., GCpi-0. 18. MWFRS (envelope) gable end zone and C-C Comer(3) -1-0-0 to 2-0-0, Exterior(2) 2-0-0 to 9-8-0, Comer(3) 9-8-0 to 12-8- 0 zone C-C for members and forces & MWFRS for reactions shown; Lumber DOL=I .60 plate grip DOL=1,60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSVTPI 1 4) All plates are 1,5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing, 6) Gable studs spaced at 2-0-0 oc, 7) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide This item has been will fitbetweenthebottomchordandanyothermembers. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 16, 17, 14, 13, electronically signed and 10 except ot=lb) 18=146, 12=145, sealed by Lee, Julius, 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. Julius Lee PE No. 34869 MITok USA, Inc. FL Cott $634 6"4 Parks East Blvd, Tampa FL 31610 Date: April 3, 2018 A WARNING - Voritydesign parivionfors and READ NOTES ON THIS AND INCLUDEDIWTEK REFERENCE PAGE 4411-7473ria, f010312015 BEFORE USE. Design valid for use only with MiTekll, connectors This design is based only upon parameters shown, and is for an individual building component, not ithmnisystion Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall Nil building design- Bracingindicatedistopreventbucklingofindividualtrusswobandforchordmembersonly. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property camago. For general guidance regarding the k' fabrication, storage, dairy", erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria, OS849 and BCSI Building Component 6904 Parrot East Blvd safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL WIO Job Truss Truss Type Qty Ply Park Sri Fim/Tiibeca 2087-C Tray P1986C_2087-T C1 COMMON q i T13674344 r-_..--- ---1--_..--.__' Ret§ren-&eS9R o ll — Mid-Flonda Lumber, Bartow, FL. 8,130 s Mar 11 2018 MiTek Industries, Inc.. Tue Apr 3 12,58:15 2018 Page 1 I D:3zzrE5595gHBgKd ROwR6OYzkwee-?gtLXIQBFfWnDmninymgUlovXJbyl?lw?rdJd_zUQH6 f--- `1a0_0 6-4-0 6-4-0 --.._..... ..----_.._._. __...._).. 1-0-0 Scale = 1:24.8 4x4 = 3x4 _ lx4 II LOADING (psf) SPACING- 2-0-0 CSI, TOLL 200 Plate Grip DOL 1,25 TO 0-47 TCDL 100 Lumber DOL 1_25 BC 0,45 BOLL OD Rep Stress Incr YES WB OTT BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=567/0-4-0, 4=56710-4-0 Max Horz 2-71(LC 12) Max Uplift 2=-185(LC 12), 4--185(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-718/263, 3-4=-718/263 BOT CHORD 2-6=-123/577, 4-6=-1231577 WEBS 3-6=-11/299 DEFL. in (loc) I/deft L/d Vert( LL) OD6 6-9 >999 240 Vert( CT) -0,10 6-12 -999 180 Horz( CT) ODD 4 n/a n/a 3x4 PLATES GRIP MT20 244/190 Weight: 48 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf; h=25ft; CaL II; Exp B; Encl., GCpi= 0 18; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-4-0, Exterior(2) 6-4-0 to 9- 4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2= 185,4=185. R This item has been electronically signed and sealed by Lee, Julius, 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. Julius Lee PE No. 34669 MiTek USA, Inc. FL Cert 6634 6964 Parks East Blvd. Tampa FL 33616 Rate: April 3,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1101-7473 rav- 1010312015 BEFORE USE. Design valid tot 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 il 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 tress systems, see ANSIITPI1 Quality Criteria, 03B419 and BCSI Building Component 6904 Parka East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job truss Truss'fype Oty Ply Park Sq HmlTribeca 20-B C Tray P1986C_208?_I C2 COMMON 3 i T13674345 a Rtf€f _P-natLfp-— - Miri Ronda Lumber, Bartow, FL. 8,130 s Mar 11 2018 MiTek Industries, Inc. Tue Apr 3 12:58:16 2018 Page 1 ID:3zzrE5595q HBgKd ROwR6OYzkwee-TORjkeRpOzeerwMuLfHvOyL33jvsUS_4DVNtARzUGH5 1-0-0 6.4-0 12-6-0 ft Q o — + -- - 6.4 0 ---._. --- +_.. - -- - -- — - .. - 6_40 ------ ----- ------------ --I I 4x4 =_ 3x4 1-50 11 3x4 Scale = 1 23.7 a LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1,25 TC 0,48 Vert(LL) 0.07 5-8 >999 240 MT20 244/190 TCDL 10.0 lumberDOL 1.25 BC 0,47 Vert(CT) -0,11 5-8 >999 180 BCLL 0.0 Rep Stress Incr YES WB Oil Horz(CT) 0.01 4 n/a nla SCOL 10.0 Code FBC2017tTP12014 Matrix -MS Weight: 46 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-9-11 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 4=504/Mechanical, 2=56910-4-0 Max Horz 2=80(1-C 12) Max Uplift 4=-154(LC 13), 2=-186(LC 12) FORCES. (lb) - Max. Comp,/Max. Ten. - All forces 250 (lb) or less except when shown - TOP CHORD 2-3=-7251266, 3-4=-724/282 BOT CHORD 2-5=-159/583, 4-5=-159t583 WEBS 3-5=-20/300 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) W1nd ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf: BCDL-3.0psh h=25ft; Cat- It: Exp B; Encl., GCpi=0.18, MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-4-0, Exterior(2) 6-4-0 to 9-4-0 zone,C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girders) 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) 4=154,2=186. This item has been electronically signed and sealed by Lee, Julius, 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. Julius Lee PE No. 34999 MITek USA, Inc. FL Cert 8934 9904 Parke East Blvd, Tampa FL 99910 Date: April 3,2018 AWARNINO-Vertry design parameters and REAP NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE afti•T4T3 rev. 1010312015 BEFORE USE. Design valid for use only win 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 meal verify the applicability of design parameters and property incorporate (his design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ''' is always required for 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-a9 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 30610 Job P 1986C2087-T Type Park Sq HmRribeca-2087-C Tray T13674346 s Mid-Flonda Lumber, Bartow, I'L. f100 I 1-0-0 d N 8.130 s Mar 11 2018 MiTek Industries, Inc. Tue Apr 3 12:58:17 2018 Page i I D:3zzrE5595gH BgKdROwR6OYzkwee-xD?6yzSRnGmVT4x5vNo8ZAtG?7GZDvUDS96QitzUQH4 5-0_0 .. 7-8-0 12-8-0 13 8-0 5-0-0 2-8-0 5-0-0 1-0-0 Scale: 112"=1' 08 = 15 4x4 = 3x4 = 1x4 II 3x4 == 3x4 == LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL t25 TC 0.34 Vert(LL) -0.03 8-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0,44 Vert(CT) -0,07 8-11 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0,10 Horz(CT) 0,02 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight 54 lb FT = 20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-15 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. (Ib/size) 2=792/0-4-0, 5=792/0-4-0 Max Horz 2=-58(LC 13) Max Uplift 2=-245(LC 8). 5=-281(LC 9) FORCES. (lb) -Max, Comp./Max. Ten. -All forces 250 (lb) or less except when Shown. TOP CHORD 2-3=-1250/395, 3-4=-1075/407, 4-5=-1251/413 BOT CHORD 2-8=-268/1065, 7-8=-267/1074, 5-7=-278/1065 WEBS 3-8=-5/257, 4-7=-18/258 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vutt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf, h==25f , Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Concentrated loads from layout are not present in Load Case(s): #10 Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel; #11 Dead + 0.6 MWFRS Wind (Pos. Internal) MIT Parallel. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) This item has been2=245, 5=281. 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 electronically signed and 5-0-0, and 51 lb down and 77 lb up at 6-4-0, and 170 lb down and 181 lb up at 7-8-0 on top chord, and 86 Ib down at 5-0-0, and 36 sealed by Lee, Julius, PE lb down at 6-4-0, and 86lb down at 7-7-4 on bottom chard. The design/selection of such connection device(s) is the responsibility using a Digital Signature. of others. Printedrated copies of this9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). document are not considered LOAD CASE(S) Standard signed and sealed and the 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1,25 signature must be verified Uniform Loads (plf) On any electronic Copies. Vert: 1-3=-60, 3-4=-60, 4-6=-60, 9-12=-20 Julius Lae PE Na. 34666 Concentrated loads (lb) MiTek USA, Inc. FL Cert6634Vert: 3=-123(F) 4=-123(F) 8=-64(F) 7= 64(F) 15=-51(F) 16=-26(F) 6904 Parke East Blvd. Tampa FL 33610 Gate: April 3,2018 0 WARNING - Varlfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11J473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek(B) 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 WOWisalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSO-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 Hm/Tnbeca-2087-C Tray T13674347 P1986C 2087=T CJi JACK 10 1 ob Reference Mid -Florida Lumber, Bartow FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Tue Apr 3 12:58:17 2018 Page i ID:3zzrE5595gHBgKdROwR6OYzkwee-xD?6yzSRnGinVT4x5vNo8ZAtKG7ME DWOOS96QitzUQH4 F----------------- 1-0-0 f---- .. 0 ....._._... 1-0-0 1-0-0 LOADING (psi) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1,25 TC 0,07 TCDL 10.0 Lumber DOL 1.25 BC 0,01 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017/TP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS, (Ib/size) 3=10/Mechanical, 2=130/0-4-0, 4=-0/Mechanical Max Harz 2=41(LC 12) Max Uplift 3=-7(LC 12), 2=-58(LC 12) Max Grav 3=10(LC 19), 2=130(LC 1), 4=12(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:7.0 2x4 - DEFL. in (loc) Well L/d PLATES GRIP Vert(LL) -0,00 5 >999 240 MT20 244/190 Vert(CT) -0.00 7 >999 180 HGrz(CT) 0.00 2 n/a n/a Weight: 5 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1)Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat. IL Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone 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.Qpsf 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 Lee, Julius, 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. Julius Lee PE No. 3069 MiTek USA, Inc. FL Cert6634 6904 Parke East Blvd, Tampa FL 33610 Date: April 3,2018 AWARNING, verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10/03/2015 BEFORE USE. Nil' validforuseonlywithMiTekconnectors. 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 p IMIITek' isalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria, OSS-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 Tss truss Type Qty Ply Park Sri Hmfrribeca 2087-C Tray P1986C 2087T mCJ3 JACK 8 1 T13674348 1— ...... Mid-Flonda Lumber, Bartow, FL. 8,130 s Mar 11 2018 MiTek Industries, Inc. Too Apr 3 12:58:18 2018 Page 1 n In 3zzrE5595gHBgKdROwR6OYzkwee-PPZU9JT3YauM4DWLIS4JN6NQVeWh$yNONhpszEJztJQH3 I ----- - 1 ` -- --- ..-.----- 111_9- .--- ---- - I 1 0-0 3-0-0 Scale: 1 "=1' 2x4 l-- 4 300 LOADING (par) SPACING- 2-0-0 CSV DEFL, in loc) Ildefl L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1,25 TC 0.09 Vert(LL) -0.00 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1,25 BC 0,08 Vert(CT) -0,01 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0,00 Horz(CT) -0,00 3 nta n/a M BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 11 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lbfsize) 3=7 1 /Mechanical, 2=18810-4-0, 4=36/Mechanical Max Horz 2=85(LC 12) Max Uplift 3=-52(LC 12), 2=-64(LC 12), 4=-4(LC 12) Max Orav 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. NOTES- 1) Wind. ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf; h=25ft, Cat. II; Exp B, Encl., GCpi=0. 18, MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 2-11-4 zone,C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL-1.60 2) 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, 4. This item has been electronically signed and sealed by Lee, Julius, 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. Juliue Lee PE No, 3060 MiTek USA, Inc, FL Cert 6634 6004 Parke East Blvd. Tampa FL 13610 Date: April 3, 2018 WARNING - Verify design parameters and READ NOTES ON TWS AND INCLUDED MITEK REFERENCE PAGE 1141I-7473 rev. ICV0312015 BEFORE USE. ' t' Design valid for use only with Mf fekfl) 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 waerty h possible personalinjuryandpropdamage. For general guidance regarding the t t fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII quality Criteria, DS8-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandna, VA 22314- 'tamps, FL 3W10 Job Truss truss type Oty Ply PSq HmlTribeca 2067 C Troy — ... ..... ---- _ 9ark S,9pgll — - T136743a9 P1986C 2087 T CJ3T SPECIAL b_ ReferenfUon 2 i Mid - Florida Lumber, Bartow, FL- 8,130 s Mar 11 2018 MiTek Industries, Inc. Too Apr 3 12:68:19 2018 Page 1 I D:3zzrE5595gH BgKdROwR6OYzkwee-tb7sNfUhJuODiN5TOnrcebzgvwOGhgWWvTbXmmzUGH 2:- 3 4 ............ . ._ --------- i .........----- 3-0-0 ---______I 1- 0-0 23-4 0-8-12 Scale 1"=1' 4 2x4 -_ Plate Offsets X Yt j3 0-3-10LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1,25 TC 0,12 Vert(LL) 0,01 6 >999 240 MT20 2441190 TCDL 10,0 Lumber DOL 125 BC 0.17 Vert(CT) -0.01 6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) O.OI 5 n/a PIS BCDL 10.0 Code FBC2017ITP12014 Matrix -MR Weight: 13 lb FT m 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.2 'Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 3- 6: 2x4 SP No 3 REACTIONS. (( b/size) 2-188/0-4-0, 5.111/Mechanical Max Horz 2=84(LC 12) Max Uplift 2m-64(LC 12). 5=-52(LC 12) FORCES. ( Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10: Vult=140mph (3-second gust) Vesd-108mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat. II; Exp B; Encl_ GCpim0. 18; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-1-8, Interior(l) 2-1-8 to 3-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5. This item has been electronically signed and sealed by Lee, Julius, 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. Julius Lee PE No. 3066 MiTek USA, lna FL Cart 6634 61104 Parke East Blvd. Tampa FL 33616 Date: April 3,2018 WARNING , Vourty design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 6111-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MfTekO 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 iTe° is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1I Quality Criteria, OSB-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 PI9 86C_ 1017-1 cis Mid -Florida Lumber, Barlow, FL. I ss Type (Ily Ply Park Sq H,nrfribeca-2087-C Tray T13674350rJ1JACK far 144, 8A30 s Mar 11 2018 MiTek Industries, Inc. Tue Apr 3 12:58:19 2018 Pagel ID:3zzrE5595qHBqKdROwR6OYzkwee-tb7sNfUhJuODiN5TOnrcebzcnw.-Oli(lwvvvTbXmmzuQti2 1-0-0 1..._..------- -9:2 16-6------ --------- ----- ---- — ---------- 5-0-0 2x4 -- LOADING (psf) SPACING- 2-0-0 cSL TCLL 20.0 Plate Grip DOL 125 TC 0,32 TCDL 100 Lumber DOL 1,25 SC 0,26 BCLL 0,0 Rep Stress Incr YES WEI 0 00 SCOL 10,0 Code FBC2017ITP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No,2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=127/Mechanical,2=264/0-4-0,4=64/MechanicaI Max Horz 2=1 30(LC 12) Max Uplift 3=-94(LC 12), 2--80(LC 12), 4=-6(LC 12) Max Grav 3-127(-C 1), 2=264(LC 1), 4=91 (-C 3) FORCES. (lb) - Max. Comp,/Max. ran, - All forces 250 (lb) or less except when shown. Scale = 1 17 0 DEFL. in (loc) Well L/d PLATES GRIP Vert(-L) 004 4-7 >999 240 MT20 244/190 Vert(CT) -006 4-7 >988 180 Horz(CT) -000 3 n/a n/a Weight: 18 Ih FT = 201% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 cic purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wmi:L ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph; TCDL=4,2psf, BCDL=3.Opsf. h=25ft, Cat, 11; Exp E, Encl- GCpi=0.18: MWFRS (envelope) gable end zone 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 pal 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, 4, This item has been electronically signed and sealed by Lee, Julius, 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. Julius Lee PE No. 9869 MiTak USA, Inc. FL Carl 6634 004 Parld, East Blvd. Tampa FL $3610 Date: April 3,2018 AWARNING . Verify deWfirnparairsolem—of READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAOEMII,7473 rev. 1010312015 BEFORE USE. Design valid for use only wait MiToke connectors This design is based only upon parameters shown, and is for an Individual building component, not a MISS 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 wet) andtor chord members only Additional temporary and permanent bracing MITek' isalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandproperlydamage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSU-89 and BCSI Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa. Ft, 36610 Jab 1 mss 1 mss Type Qty Ply Park Sq Hm(rrbeca 2087-C Tray Ti3674351 P19860_2087 T CJ51 SPECIAL 2 1 job --- Mid-Florida Lumber, Bartow, FL. 8,130 s Mar 11 2018 MiTek Industries, Inc. rue Apr 3 12:58:20 2018 Page 1 ID.3zzrE5595gFlBgKdROwR6OYzkwee-MnhEa?UK4B84KXggaVMrBoVmcKKBQHlg87L4JCzUQHi 4 i. -1-0-0 .................------._ 2.3-4- 1-0-0 2-3-4 2-6-12 Scale = 1 17.0 2,4 4.9_-_._..------ —..-- 1 Plate, ffsets.iX Y}=_C?:Edq@ p-0-43-100-0-11J------- e LOADING (psf) SPACING- 2-0-0 CSI, DEFL. in loc) I/deft L/d PLATES GRIP TCLL 200 Plate Grip DOL 1,25 TC 0,44 Vert(LL) 0,06 3 >948 240 MT20 244/190 TCDL 100 Lumber DOL 1.25 BC 0.31 Verl(CT) -0.08 3 >723 180 BCLL 0,0 Rep Stress incr YES WB 0,00 Horz(CT) 0.04 5 n/a n/a BCDL 100 Code FBC2017n,P12014 Matrix -MR Weight: 19 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.2 'Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 3-6: 2x4 SP No.3 REACTIONS. (lb/size) 4=114/Mechanical, 2=264IO-4-0, 5=78/Mechanical Max Horz 2=130(LC 12) Max Uplift 4=-77(LC 12), 2=-80(LC 12), 5--23(LC 12) Max Grav 4=114(LC 1), 2=264(LC 1). 5=86(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, Cat. 11, Exp B. Encl., GCpi=0.18, MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-1-8, Interior(i) 2-1-8 to 4-11-4 zone.C-C for members and forces & MVVFRS 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 Lee, Julius, 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. Julius Lee PE No. 9399 MiTek USA, Inc. FL Cert6834 6904 Parke East Blvd. Tampa FL 33910 Date: April 3,2018 WARNING • Verify deslgo parameters arrd READ NOTES ON THIS AND INCLUDED HTEK REFERENCE PAGE 41I14473 rate, 1010312015 BEFORE USE. " Design valid for use only with MiTeklb connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, me building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design_ Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing M '"" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke Fast Blvd. safety Information available (coin Truss Plate Institute, 218 N. lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Jab Truss T uss Type Gty Ply Jo__ Fiu_ajarkSqdbeca 2087-C Tray P1986C_2087 T Dt __ COMMQN q tT73674352 ff_.. ... _ ------------ )b Reference_(QP1!QIT- -- Mid-Florida Lumber, Bartow, FL 8,130 s Mar 11 2018 MiTek Industries, Inc. Too Apr 3 12:58:21 2018 Page 1 I D:3zzrE5595gt-IBgKdROwR6OYzkwee-q_EcnLVyrVGxyhF s8Ct4iO2zjktiA9ilpNn4drezU01-t0 411-4 _......_. _ ...._.-.. _._-11_4 f- 1-0-12 .1--- 4-11-4 _ 5-0-0 Scale 1 29.6 7 3x8 -= 5 1.5x4 II 1.5x4 II LOADING (psf) SPACING- 2.0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TO 0,29 TCDL 10.0 Lumber DOL 1,25 BC 0.20 BOLL 0.0 Rep Stress Incr YES WB 0,08 BCDL 10.0 Code FBC2017fTP12014 Matrix -MS cn DEFL. In (foe) I/deft Ud PLATES GRIP Vert(LL) -0,01 5-6 >999 240 MT20 2441190 Vert(CT) -0,03 5-6 >999 180 Horz(CT) -0.00 5 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS, (lb/size) 7=46310-7-4, 5=381/0-4-0 Max Horz 7=-97(LC 10) Max Uplift 7=-145(LC 12), 5=-114(LC 13) FORCES. (lb) - Max. Comp -/Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-320/165, 3-4=-3171175, 2-7=-420/270, 4-5=-338/209 Weight: 60 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3.Opsf; h=151`1; Cat. 11, Exp B; Encl., GCpi=0.18. MWFRS (envelope) gable end zone and C-C Exterior(2)-1-0-12 to 1-11-4, Interior(1) 1-11-4 to 4-11-4, Exterior(2) 4-11-4 to 7.11- 4 zone, end vertical left exposed,C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=145,5= 114. This item has been electronically signed and sealed by Lee, Julius, 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. Julius Lee PE No. 34660 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 3, 2018 AWARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MfF7473 rev. 10/03/2015 BEFORE USE. ' Design valid for use only with MITekA1 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 tt is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Mie(k' fabrication, storage, delivery, erection and bracing of trusses and truss systems, sae ANSII'TP11 Quality Criteria, DSB-ail and Be$[ 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 diy Ply Park Sq HtniTribeca 2087 G Tray P1986G 2087 T D2 GOMMON 2 1 T13674353 Job Referencpl4RSt9nal}_ _------- Mid -Florida Lumber, Bartow, FL. 8,130 s Mar 11 2018 MiTek Industries, Inc.. Top Apr 3 12:58:21 2018 Page i ID:3zzrE5595gFIBgKdROvvR6OYzkwee-q_EcnLVyrVGxyhFs8Ct4iO2zmkg59iopNn4drezUQHO a 0 L 5-0-0 t - —t0-0a L 1-° I 1- 0-0 5-0-0 5-0-0 1-0-0 I 3x4 LOADING ( psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1-25 TC 0,29 TCDL 10.0 Lumber DOL 1,25 BC 0.27 BCLL 0 0 Rep Stress Iner YES WB 0.08 BCD 10.0 Coda FBC2017ITP12014 Matrix -MS LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 20 SP No.2 WEBS 2x4 SP No.3 REACTIONS. ( lb/size) 2=484/0-4-0, 4=436/0-8-0 Max Harz 2=58(LC 12) Max Uplift 2=-231(LC 12), 4=-211(LC 13) FORCES. ( lb) -Max. Comp./Max. Tea -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4951275, 3-4=-480/281 BOT CHORD 2-6=-120/379, 4-6=-120/379 4x4 T 1. bX4 DEFL. in floc) I/defl Lid Vert(- L) 0.04 6-13 >999 240 Vert( CT) -0.05 6-13 >999 180 Horz( CT) 0,00 4 n/a n/a Scale = 1.21.9 3x4 PLATES GRIP MT20 244/190 Weight: 39 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuit=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf. h=15ft, Cat, 11, Exp B, Part. Encl., GCpi- 0.55. MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 5-0-0, Exterior(2) 5-0-0 to 8- 0-0 zone; cantilever left exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL-1.60 plate grip DOL= 1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads_ 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except UT=lb) 2= 231,4=211- This item has been electronically signed and sealed by Lee, Julius, 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. Julius Lee PE No. W69 MITek USA, Inc. FL Gert 6634 6404 Parke East Blvd, Tampa FL $3616 Date: April 3, 2018 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED 68TEK REFERENCE PAGE 1101-7473 rev. 1010312015 BEFORE USE. WE, validforuseonlywithMiTekqbconnectors- 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 yT buildingdesign. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing l [ is always required for Stability and to prevent collapse with possible personal injury and property damage- For general guidance regarding the :3 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, 0S8419 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, R 36610 Job I TFUSS P . 1986C_2087-TID3 Mid - Florida Lumber, Barlow, FL. I 100 i A I 3x4 — is 3LEype Oily Ply Pat* 1, 4911 fefq Sq 1-finfl-ertg§ ugfiribeca-2087 G Tray 1 T13674354 r— _ t9p!!q_ — - --___-_-__-____,_ 8, 130 s Mar 11 2018 MiTek Industries, Inc, Tue Apt 3 12:58:22 2018 Page I ID 3zzrE5595qHBqKdROwR6OYzkwee-lAo??hWacpOoZ(q2hwOJGDb8W8?KkiA2ycRqBN4zUQH? 5- 0 0- ------ -- ---------- ------------- ___ I , 5- 0-0 5-0-0 1-00 Scale = 1 21.9 4x4 = 3 3x4 7 III LOADING ( psf) SPACING. 2-0-0 CS1. DEFL. in (loc) Ildeft L/d PLATES GRIP TCLL 20,0 Plate Grip DOL 1.25 TC 0,29 Vert(LL) 0.04 6-17 >999 240 MT20 2441190 TCOL 10.0 Lumber DOL 11.25 BC 0,27 Vert(CT) -0,05 6-17 >999 180 SCLL 0,0 Rep Stress Incr YES WS 0,08 Horz(CT) 0.00 4 BIG BIB BCDL 10,01 Code FBC2017fTP12014 Matrix -MS Weight: 42 lb FT = 20% LUMEIER- BRACING- TOP CHORD 2x4 SP No-2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purfins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc; bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. ( Ib/size) 2=484/0-4-0,4=436/0-8-0 Max Horz 2=58(LC 12) Max Uplift 2=-231(LC 12), 4=-21 1(LC 13) FORCES. ( lb) - Max. Comp,/Max. Ten, - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3--495/275, 3-4-4801'281 BOT CHORD 2-6=- 1201379, 4-6--120/379 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-110; Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL-3.Opsf, h=15ft, Cat, 11; Exp B; Part. Encl., GCpi= 0,55, MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interfor(l) 2-0-0 to 5-0-0, Exterior(2) 5-0-0 to 8- 0-0 zone, cantilever left exposed ;C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL= 1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSIfTP1 1. 4) Gable studs spaced at 2-0-0 oc, 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. This item has been 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb Uplift at joints) except ot-lb) 2- 231,4=211, electronically signed and sealed by Lee, Julius, 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. Julius Lee PE No, 3460 MITelf USA, [no, FL Cott 6634 6004 Parke East Blvd. Tampa FL 33610 Date: April 3,2018 A WARNING - Verify design parameters and READ NOTES ON Tf#S AND INCLUDED N TEK REFERENCE PAGE 6f11, 7473 rev, 1010312015 BEFORE USE, Design valid for use only with MiTekO connectors This design is based only upon parameters shown, and is loran individual building component, not a truss system Before use, the building designer must verify the applicability of (resign parameters and properly incorporate this design into the overall of' building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse will) possible personal injury and property damage For general guidance regarding the Welk' fabrication, storage, delivery, erection and bracing of trusses and tms$ systems' Soo ANSIITPIl Quality Criteria, OSB-89 and BCSI Building Component 6904 Park. East Blvd. Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Altimmina, VA 22314 Tampa, FL 36610 Job truss Truss type Qty Ply Park Sit tlrn/Tnbeua 2067-C Tray 113674155 P1986C 2087-T 1F1 ROOF TRUSS 12 1 Jgt_R@fP ferlG@ jef2t)911gIL ._..._ _ Mid -Florida Lumber, Bartow, FL, BA 30 s Mar 11 2018 MiTek Industries, Inc. Tue Apr 3 12:58:23 2018 Page 1 ID:3zzrE5595gHBgKdROwR6OYzkwee-mMMNC 1 XCN6WfB?OF FdvYpR78MXCddSc6g5ZkvXzUQH_ 0-1$ cafe = i A8.6 4x6 = 4X6 _ ix3 = 3x4 = ix3 :.'.:. ix3 `= 4x6 -- 4x6 == ix3 II 30= 3x3_'= 3x3 ix3 II 3x3 3x3 == 3x6 FP ix3 II 44 4x6_ tx3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 3` r 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 7x6 I 6x6 =-- 3x6 MT20HS FP== 6x6 _= 6,6 7x6 I I 6x6 _. 3x8 MT20HS FP Plate Offsets jX Y mmjl:Edae Q-1-8a, 1[ 6 0_i-8 Ed a .T._ _ . _ M _ - _.- _ LOADING (psf) SPACING- 1-7-3 csl. DEFL. in (loc) Well L/d PLATES GRIP TCLL 40,0 Plate Grip DOL 1,00 TC 0,99 Vert(LL) -0,84 24 >405 360 MT20 244/190 TCDL 10.0 Lumber DOL 1,00 BC 0,84 Vert(CT) -1,15 24 >294 240 MT20HS 1871143 BCLL 0.0 Rep Stress Incr YES WB 0.83 Horz(CT) 0,10 17 BIB n/a BCDL 5.0 Code FBC2017fTP12014 Matrix-S Weight: 186 Ito FT = 20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP NoT D(flat) 'Except" TOP CHORD Structural wood sheathing directly applied, except end verticals. 11-16. 2x4 SP No. 1(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x4 SP No.2(flat) *Except* 21-32,17-28: 20 SP No-1(flat) WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 32-1239/0-8-0, 17=1239/0-8-0 FORCES. (ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-32=-1223/0, 16-17=-122210, 1-2=-1306/0, 2-3-3522/0, 3-4=-5288/0, 4-5=-528810, 5-6=-6526/0, 6-7=-725310. 7-8=-7534/0, 8-9=-7534/0, 9-10=-7268/0, 10-12=-6522f0, 12-13=-5285/ 0, 13-14=-5285/0, 14-15=-3520/0, 15-16=-1306/0 BOT CHORD 30- 31=012542, 29-30.0/4476, 27-29=016019, 26-27=017005, 25-26=0/7534, 24-25=0/7534, 23-24=017497, 22-23= 0/7009, 20-22=0/6016, 19-20=0/4474, 18-19=0/2541 WEBS 16-18=0/1733, 1-31-0/1734, 15-18--1675/0, 2-31=-1676/0, 15-19=0/1329, 2-30=0/1329, 14-19=-1294/0, 3- 30=-129510, 14-20=0/1076, 3-29=0/1077, 12-20=-97110, 5-29=-97110, 12-22-01687, 5-27-0/688, 10-22-- 66010, 6-27=-64910, 10-23=0/420, 6-26=01503, 9-23=-476/31, 7-26--724/175, 9-24=-339/479, 7- 25=-244/335 NOTES. 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 3x6 MT20 unless otherwise indicated. 4) Required 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to This Item has been be attached to walls at their outer ends or restrained by other means. 5) Due to span to depth ratio of this truss, the floor may exhibit objectionable vibration and/or deflection. Building designer to consider electronically signed and providing means to dampen possible floor vibration. sealed by Lee, Julius, 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. Julius Lee PE No, Will MiTek USA, Inc. FL Cert6634 8404 Parks East Blvd, Tampa FL 33610 Date: April 3,2018 A WARNING. Vertfy design peranrefem and READ NOTES ON THIS AND (NCI UDED Mf TEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. ' Design valid tar use only with MITekV connectors. This design is based only upon parameters shown, and is for an individual building component, notNil a truss system. Before use, the building designer must verity the applicability ofdesignparametersandproperlyincorporatethisdesignintotheoverall7buildingdesign. Bracing indicated is to prevent buckling of individual truss war) surlierChordmembersonly. Additional temporary and permanent bracing M I kP is always required for stability and to prevent collapse with possible personal injuryandpropertydamage_ For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, OS849 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Streak, Suite dig, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Type sty Ply Park Sq ftmfrribeca-2087-C TrayTruss T13674358 P1986C 2067 T FtA ROOF TRUSS 5 i ob Reference {optional._ _ Mid-Flonda Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Tue Apr 3 12:58:24 2018 Page 1 ID:3zzrE5595gNBgKdROwR6OYzkwee-EZwIQNXg7QeVp8zRpLQnLegMcxZpMu3F31JIRzzUQGz 0-1-8 1 3-0 n 1 712 7-1 0-7I- 8Scue: 1 /4"=l' 4x4 = 3x4 1x3 = 1x3 II 1x3- lx3 = 1x3 II 1-5x4 II 15x4 11 54 = 4x6 = 34 MT20HS FP = 1x3 = 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 34 S 36 v Y-_ 35 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 1.5x4 11 4x4 = 3x6 MT20HS FP = 4x6 = 4x4 = 3x6 MT20HS -= 3x4 = 1.3 11 3x6 MT20HS = 3x6 MT20HS = 16-3-4 6-1-12 1-012-{-i130-3-00{ 8 ------ --- _31$-7:8 I rises-vrrsers IiTL 1:I aa9e u r 81 L u-Iva eagcj tzD:v-l-a.cuUel_.. - --- --- LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d TCLL 40.0 Plate Grip DOL 1.00 TC 0.83 Vert(LL) -0.30 26-27 >632 360 TCDL 10.0 Lumber DOL 1.00 BC 0.78 Vert(CT) -0.42 26-27 >459 240 BCLL 0.0 Rep Stress Incr YES WB 0.81 Horz(CT) 0.04 18 n/a n/a BCDL 5.0 Code FBC2017frP12014 Matrix-S LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) "Except" TOP CHORD 1-12: 2x4 SP DSS(flat) BOT CHORD 2x4 SP No.2(Nat) `Except` BOT CHORD 18-28: 2x4 SP DSS(flat) WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 32=783/0-8-0, 18=547/0-8-0, 24=1768/0-8-0 Max Grav 32=819(LC 3), 18=590(LC 4), 24=1768(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-32=-812/0, 17-18=-585/0, 1-2=-772/0, 2-3=-1900/0, 3-4=-2461/0, 4-5=-2461A 5-6=-2439/0, 6-7=-1390/88, 7-8=-1390/88, 8-9=-1390/88, 9-10=0/1263, 10-11=0/764, 11-13=-704/211, 13-14=-1266/0, 14-15=-1266/0, 15-16=-1180/0, 16-17=-525/0 BOT CHORD 30-31=0/1489, 29-30=0/2277, 27-29=0/2543, 26-27=0/2188, 25-26=-88/1390, 24-25=-503/202, 23-24=-1263/0, 22-23=-391/291, 21-22=-54/1092, 20-21=0/1328, 19-20=0/ 1005 WEBS 10-24=-1041/0, 1-31=0/1049, 2-31=-997/0, 2-30=0/572, 3-30=-524/0, 3-29=0/251, 6-27=0/421, 6-26=-1195/0, 17-19=0/714, 16-19=-667/0, 13-21=0/300, 13-22=-605/0, 11-22=0/637, 11-23=-959/0, 7-26=0/494, 10-23=0/928, 9-24=-1371/0, 9-25=0/1706, 8-25=-802/0 PLATES GRIP MT20 2441190 MT20HS 187/143 Weight: 150 lb FT = 20%F, 11 %E Structural wood sheathing directly applied or 6-0-0 oc puriins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 3x3 MT20 unless otherwise indicated. 4) 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. d WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev. 10103/2015 BEFORE USE. Design valid for use only with MlTeka4 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 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 Iruss systems, see ANSIITPII Quality Criteria, DSO-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. This item has been electronically signed and sealed by Lee, Julius, 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. Julius Lee PE No, 34886 MITek USA, Inc. FL Cart 6634 6964 Parke East Blvd, Tampa FL $3818 Date: April 3,2018 MR" MiTek° 6904 Parke East Blvd. Tampa, FL 36610 Jab Truss Truss Type Oly Ply Park Sq Hm/Tnbeca-2087-C Tray Yn----- -- Ja Reference optional--- » T13674357 P1986C_2087-T F16 GABLE 1 1 id-Flonda Lumber, Bartow, FL. 0-}(8 ID:3zzrE5595gHBgKdR6wi;0Yzkwee"ilU7diYSukmMO IYdN2x0usDi2L585XWPIP2r PzUOGy. 0qT6 - Scale = 1:45.8 N 3X6 FP -- 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 1,2 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 34 FP -= 12-11-4 14-3-4 15-7-4 0 1L—I'-'L11 4 f__ 'g'A_ ..... 7 7-M1_._..1. 1.1.-4 _.14$9 11j4 1 lOv 1--7 14 _—i1 11 4 ) 78- -4 L@'7 4 7Q4 3_4_.-i—i'. 0-11-4 1-4-0 1 4-0 1 4-0 1-4-0 1-4-0 1 4-0 1-4-0 1.4-0 1-3-4 b-8-8 0-1- 2 1 4-0 1 4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 U-ii-4 0-0-12 0-T;,B _ i-2,_4 — LOADING LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1,00 TC 008 Vert(LL) BIB n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(CT) BIB n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 25 n/a n/a rt BCDL 5.0 Code FBC2017/TPI2014 Matrix-R Weight: 123 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 28-6-8, lb) - Max Grav All reactions 250 lb or less at joint(s) 48, 25, 36, 37, 38, 39, 40, 42, 43, 44, 45, 46, 47, 35, 34, 33, 32, 31, 30, 29, 28, 27, 26 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 1x3 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. 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. This item has been electronically signed and sealed by Lee, Julius, 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. Julius Lee PE No, 34869 Well USA, Inc. FL Cart 6634 8904 Parke East Blvd. Tampa FL 33610 Date: April 3,2018 WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERENCE PAGE 110I1-7473 rev. 1010312015 BEFORE USE. < Design valid for use only with MiTeKO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, (he 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 ({ J) T' ' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the t1r' fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety information availabla from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 1ampa, FL 36610 Jot) Truss Truss Type Oly Ply Park Sq HmfTrbeca 208T-C Tray T13674358I- -I1F2 ROOF TRUSS 1 t J - - w _ . - - >gd i39ffg[T 4 (9pS 4na11 Mid -Florida Lumber, Bartow, FL. 8A30 s Mar 11 2018 MITek Industries, Ina Tue Apr 3 12:58:26 2018 Page 1 ID:3zzrE5595gHBgKdROwR6OYzkwee-Ax2Vr2Z4fluD2S7pwr"TF031pclPpgyOYW3oOVszUOGx 0- 1-$ 1x3 1x3 lx3 == 1x3 II 1.3 11 1x3 11 3x6 == 3.6 FP =- lx3 11 1x3 = 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 1x3 11 36 3x6 FP = 3x6 = 3x6 = 1x3 l 12. 6-14 14-1-12 9- 0-4 111-0 13-6-4 916-10-12 21-1110 1- 8 0 4-G 0 6.6-0 I- 1-80 —280 _-{— I--1-4-8 710- 8 gg-5- 11 7 8 11 712 1 -4-1 16-6 4 6-3-q 18 11-0 19-4-12 20-9 4 21.4- 24-8-8 2T 0-8 06- 1A + 280 28- 6-B I6. 0 { 260Gy8-tA 0- 6-14 2- 7-4 0. 4 91 078 0- 1-4 0-1-8 1- 48 -&Ot GT 4 0- 7-8 2- 5-12 1-4-8 2-7-8 0- 6-14 0- 9 14 LOADING ( psf) SPACING- 1-7-3 CSI, DEFL. in loc) I/deft L/d PLATES GRIP TCLL 400 Plate Grip DOL 1.00 TC 0.35 Vert(LL) -0,01 30 >999 360 MT20 2441190 TCDL 10.0 Lumber DOL 1,00 BC 0,17 Vert(CT) -0,02 29-30 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0,18 Horz(CT) 0,00 18 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-S Weight: 150 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 6-0-0 oc bracing REACTIONS. All bearings 12-10-0 except Qt=length) 32=0-7-4, 18=0-7-4. lb) - Max Uplift All uplift 100 lb or less at joint(s) 22 Max Grav All reactions 250 lb or less at joint(s) 18, 26, 22, 23, 24, 25 except 32=334(LC 3), 27-735(LC 3), 21= 506(LC 1) FORCES. ( lb) -Max, Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-32=-330/0, 1-2=-271/0, 2-3=-50910, 3-4 284/0, 4-5=-284/0, 5-6=0/454 BOT CHORD 30-31-0/512, 29-30=0/485, 19-20-0/321 WEBS 1-31=0/368, 2-31=-335/0, 3-29=-273/0, 5-29=0/383, 5-27=-635/0, 6-27=-387/0, 15- 21=-403/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x3 MT20 unless otherwise indicated. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 22. 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 Lee, Julius, 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. Julius Lee PE No, 34666 MiTek USA, Inc. FL Cart6634 6604 Parke East Blvd. Tampa FL 33610 Date: April 3, 2018 QWARNING - Verity design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1,7473 rev. 10/03/2015 BEFORE USE- Design valid for use only with MiTekS connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building dasign. Bracing indicated is to prevent buckling of individual truss wet) and/or chord members only. Adchbonal temporary and permanent bracing A /y i " is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the t r fabrication, storage, delivery, erection and bracing of trusses and truss systems, $ea ANSI/Tall 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 Truss Truss Type -------- Qly Ply Park Sq I-ImIlTibeca-2087-C Tray P1986C_2087-T F3 ROOF TRUSS T13674359 fqj _nCoptig, Mid -Florida Lumber, Bartow, FL. 8,130 s Mar 11 2018 MiTek Industries, Inc. Too Apr 3 12:56:26 2018 Page 1 ID:3zzrE5595qHBqKdROwRGOYzkwee-Ax2Vr2Z4fluD2S7pwmTFQ31trlRniq_lYw3oOVszUQGx 1 3x3 = 2 Ix3 11 3 1x3 II 43x3 Scale= 194 N 30 7 6 3x3 := LOADING (psf) SPACING. 1-4-0 CSL DEFL. in LOCI Well Ltd TCLL 40,0 Plate Grip DOL 100 TC 0,08 Vert(ILL) 0,00 7 999 360 TCDL 100 Lumber DOIL 1,00 BC 005 Vert(CT) 0.00 7 999 240 BCLL 0,0 Rep Stress Incr YES WB 0,06 Horz(CT) 0,00 5 rite TUB BCDIL 5,0 Code FBC2017fTP12014 Matrix-S 1XI 11 PLATES GRIP MT20 2441190 Weight: 22 lb FT = 20%F, 11 %E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(tlat) TOP CHORD Structural wood sheathing directly applied or 3-7-0 oc puffins, BOT CHORD 20 SO No 2(flat) except end verticals - WEBS 20 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. (IbIsize) 8=127[Mechanical,5=127/MechanicaI FORCES. (1b) - 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 girders) 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 (0A31" 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 Lee, Julius, 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. ifilive Lee PE No, 9869 MiTelf USA, Inc, FL Cert 6634 904 Parka East Blvd, Tampa FL 33610 Date; April 3,2018 WARNING- Verfrydesign parameters and READ NOTES ON THIS AND tiNCLUDEOMITEK REFERENCE PAGE M11-7473 rev. 1010312015BEFORE 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 properly incorporate this dissign into the overall M11, building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only temporary Additionaltemporaandpermanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the MiTek" fabrication, storage, delivery, erection and bracing of busses and truss systems, see ANSIlTPI1 Quality Criteria, OSB,89 and BCSI Building Component 6904 pp'lm East Blvd Safety Information available from Truss Plate Institubs, 218 N Lee Street, quite 312, Alexandria, VA 22314 Tampa, FL 36610 t Job miss truss Type Dty Ply Pak Sri Hm/Tribeca-2087-C Tray P198602087-T F3A ROOF TRUSS 1 i T13674360 4RfeOGgSWonaJ -- ------------- Mid- Florida Lumber, Bartow, FL. .._. N=-------~---- .... l w__._ -- 0-9-1( _ 8,130 s Mae 11 2018 MiTek Industries, Inc. rue Apr 3 12.58.27 2018 Page 1 lID3zzrE555gHBgKdROwR6OYzkwee-e8ct2oajOLl4gci0UT_UzHl2k9nd2RDhllXy2lzUOGw 1 3x3 == 2 lx3 II 3 1x3 ll 43x3 = Scale r 1 9.4 8 1x3 II 3x3 = 3x3 1.3 II C LOADING ( psf) SPACING. 1-4-0 CSI. DEFL. in loc) Ildefl Lid TCLL 400 Plate Grip DOL 1.00 TC 0A7 Vert(LL) 000 6 "" 360 TCDL 10.0 Lumber DOL 1 00 BC 0,01 Vert(CT) 0,00 B >999 240 BCLL 0-0 Rep Stress Ina YES WB 0,02 Horz(CT) 0,00 5 n/a n/a ele BCDL 5.0 Cade FSC20171TP12014 Matrix-P LUMBER- BRACING - PLATES GRIP MT20 244/190 Weight_ 22 lb FT - 20%F, i t%E TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 3-7-0 oc puffins, 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 REACTIONS. All bearings Mechanical. lb) - Max Grav All reactions 250 lb or less at joint(s) 8, 5, 5, 7, 6 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 3-10d (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 Lee, Julius, 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. Julius Lee PE No, 3469 MiTak USA, Inc. FL Cent 0834 6004 Parke East Blvd, Tampa FL 33410 Date: April 3,2018 WARNING • Verify design parametoi s and READ NOTES ON THIS AND INCLUDED MI TEK REFERENCE PAOE Ml1.7473 rev. 1010312015 BEFORE USE. Design valid for use only wan MrrekO connectors- This design is based only upon parameters shown, and is for an individual building component, notNil' atrusssystem. Before use, the building designer must verily the applicability of design parameters and properly incorporate this design into the overall T buildingdestgn- Bracing indicated is to prevent buckling of indvdual truss web andlor chord members only erty . Additional temporary and permanent bracing M I FE k 5 is always required for stability and to prevent collapse with possible personal injury and propdamage- For general guidance regarding the 1 fabrication, storage, delivery, erection and bracing of basses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Bivd. Safety Information available from Truss Plate Institute, 214 N. Lae Shear Suite 312, Alexandria, VA 22314. Tampa, Ft., 36610 lob Russ -. I russ rype Qty Ply Park Sq Mm/Tribeca-2087-C Tray L- 1986C 2087 T IF5 ROOF TRUSS 5 1 T13674361 apR. f re cg_L4PSL2naJ) - - ._-.-.-. _ . Mid - Florida Lumber, Bartow, FL. 8,130 s Mar 11 2018 MiTek Industries, Inc. Tue Apr 3 12:58:27 2018 Page 1 I D:3zzrE5595gHBgKdROwR6OYzkwee-e8ct2QaiQL 14gci0UT_UzHl2_9mRZQwhliXy2lzUQGw o_ i 1 3x3 2 1x3 II 3 1x3 ll 43x3 Scale = 1:9 4 a 1x3 11 1x3 11 LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in loc) Ildefi Ltd TCLL 40.0 Plate Grip DOL 1,00 TC 0,12 Vert(LL) 0,00 7 999 360 TCDL 10D Lumber DOL 1.00 BC 0,08 Vert(CT) 0,00 7 999 240 BCLL Q_Q Rep Stress Incr YES WE; 0,10 Horz(CT) 0,00 5 nla nla BCDL 5.0 Code FBC20171TP12014 Matrix-S LUMBER- BRACING. If T PLATES GRIP MT20 2441190 Weight: 23 lb FT = 20%F, 11 %E TOP CHORD 2x4 SP No TOP CHORD Structural wood sheathing directly applied or 3-10-0 oc purlins, BOT CHORD 2x4 SP No2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. ( Ibtsize) 8=204/0-4-0, 5-204/Mechanical FORCES. ( lb) -Max. Comp.tMax, 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 3-10d (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 Lee, Julius, 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. Julius Lea PE No.34869 Mitak USA, Inc. FL Cart 6634 6804 Parka East Blvd, Tampa FL 33616 Date: April 3,2018 Q WARNING - Verlfy deafen paramerors and READ NOTES ON TKS AND INCCUDEO MIiEK REFERENCE PAGE M114473 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 ` 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 (russ systems, see ANSIITPI1 Quality Criteria, DS849 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 JaU Truss I russ Type Oty Ply Park Sq 1 TTffribeca 2087-C Tray P1986C_ 2087-T FSA ROOF TRUSS T13674362 lob ReTqnc#(9 --_- M I d - Ho 6da Lumbar, Bartow, FL. I--- -- - — s Mar 11 2018 Mffek Industries, Inc, Tue Apr 3 12:58:28 2018 Page 1 ID: 3zzrE5595qHBqKdROwR6OYzkwee-7KAGFkaL.Bf9xHmHC2AVIWUqD__Y6o(iiHr-NHVakzUQGv I 3x3 2 1.3 11 3 1,3 11 4 3x3 Scale = 19 4 8 7 6 5 3X3 . LOADING ( psf) SPACING- 2-0-0 CsL DEFL. in (loc) I/defl L/d TCLIL 40,0 Plate Grip DOL 1,00 TC 0,10 Verl(LL) n/a We 999 TCDL 10,0 Lumber DOL 1.00 BC 0L01 Vert(CT) n/a - n/a 999 EICLL 0,0 Rep Stress Incr YES WB 0,03 Horz(CT) 0.00 5 n/a n/a BCDL 50 Code FBC2017rTP12014 Matrix-P LUMBER- BRACING - PLATES GRIP MT20 244/190 WeighC 23 lb FT = 20%F, 11 %E TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 3-10-0 oc puffins, 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. REACTIONS. All bearings 3-10-0. lb) - Max Grav All reactions 250 lb or less at joints) 8,5,7, 6 FORCES. ( lb) -Max. Comp./Max. Ten, -All forces 250 (lb) or less except when shown. NOTES- 1) Gable requires continuous bottom chord bearing. 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. This item has been electronically signed and sealed by Lee, Julius, 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. Julius Lee PE No, M9 MiTak USA, Inc FL Cart 6634 904 Parka East Blvd. Tampa FL 33610 Date: April 3,2018 WARNING- Vartlydesign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Afti-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek0connectols This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the Writing designer must verity the applicability of design parameters and property incorporate this design into (lie overall MR building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only. ty Addittonallemporaa,idpefinanentbracingMiTek' 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, 0,58,89 and BCSI Building Component 6904 Parke East WWI Safety Information available from Truss Plate Institute, 218 N Lee sheer, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 r1pl- b 1 russ Truss Type Qty Ply Park Sq NmlTribeca 2087-C Tray 986C2087 T F6 ROOF TRUSS 1 1 T1367A363 T Mid-Fionda Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Tue Apr 3 12:58:28 2018 Page t ID;3zzrE5595gHBgKdROwR6OYzkwee-7KAGFkaLBf9xHmHC2AVlwug8CY61luor_NHVakzUQGv It Scale = 1-16.5 s 1 3x6 3x3 2 ix3 li 3x3 3 4 34 5 11 10 9 8 7 6 3x3 II 3x3 - 10 II 3x3 == 30 == 3x3 II LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d TCLL 40.0 Plate Grip DOL 1.00 TC 0AI Vert(LL) me n/a 999 TCDL 10.0 Lumber DOL t00 BC 0,06 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 006 Horz(CT) 0,00 6 n/a n/a BCDL 5.0 Code FBC2017rTP12014 Matrix-S LUMBER- BRACING - I It PLATES GRIP MT20 2441190 Weight 49 lb FT = 20%F, 11 %E TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 9-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals, WEBS20 SP No 3(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 9-0-0, lb) - Max Grav All reactions 250 lb or less at joint(s) 11. 6, 7, 10, 8 except 9=281(LC 1) FORCES. (lb) -Max. Comp./Max_ Ten. -All forces 250 (lb) or less except when shown. WEBS 2-9=-26510 NOTES- 1) Gable requires continuous bottom chord bearing. 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. This item has been electronically signed and sealed by Lee, Julius, 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. Julius Lee PE No. 34666 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 3,2018 Q WARNING - Verify d"Ifin painmetera and REAO NOTES ON THfS ANO O(CLUDEO ARTEK REFERENCE RAGE MII,7473 rev, IOIV312015 BEFORE USE. Design valid for use only with Mi7ekRe 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 '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 ANSVTPIl Quality Criteria, OSB49 and SCSI Building Component 6904 Parke East Blvd SafetyInformation available from Truss Plate Institute, 218 N. I-ee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job _i s mSS-f Pe 2__JJPoabrkR__Sf91ajfuclo`rnb"4687-C Tray yq_ 113674364 Y -Y P1986C2087-T FT2 ROOFTRUSS !Mid-Flonda Lumber, Bartow, FL. 8130 s Mar 11 2018 MiTek Industries, Inc. Tue Apr 3 12,58:29 2018 Page I ID:3zzrE5595qHBqKdROwRGOYzkwee-t)WIeT4bzyyHovwsOcuOy2iNLVVyJXIBh_DlO36AzUQGu 4- 11 - -lq ---------- ---- -- -- ------- -- 2-6-11 24-15 2- 4-15 2-6-11 Scale = 1 18.4 5X5 : 1 5.4 11 2 4x8 3 56 5 10 6 3x4 it 3x4 II LOADING (psf) SPACING- 1-0-0 CSI. TCLL 40,0 Plate Grip DOL 100 TC 0,31 TCDL 10'0 Lumber DOL 1, 00 BC 0.62 BCLL 0,0 Rep Stress Iner NO WS 0,66 BCDL 5,0 Code FBC2017fTP12014 Matrix- S DEFL. in (loc) Ildefl Ltd PLATES GRIP Vert(LL) 0 06 8 >999 360 MT20 244/190 Vert(CT) -008 8 >999 240 Horz(CT) 0.01 6 n/ a n/a Weight: 111 lb FT - 20% LUMBER. BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No,3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1 0= 161410- 4-0, 6= 1614/0-7-4 Max Uplift 1 0=-459(LC 4), 6=-459(LC 4) FORCES. (lb) -Max. Comp./Max, Ten, - All forces 250 (lb) or less except when shown. TOP CHORD 1-10-1428/410, 1-2=-2820/801, 2-3--28201801, 3-4=-2820/801, 4-5=-28201801, 5-6=-1428/410 BOT CHORD 8-9=-1128/3969, 7-8=-1128/3969 WEBS 1-9=-78612768, 2-9-7841234, 3- 9--1236/352, 3-7=-12361352, 4-7=-784/234. 5-7=-786/2768 NOTES- 1) 2-ply truss to be connected together with 10d (0, 131 "xY) nails as follows: Top chords connected as follows: 2x4 - I row at 0-9-0 00, 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) Wind: ASCE 7-10: Vult=140mph (3-second gust) Vasd-108mph; TCDL=4.2psf, BCDL=3.Opsf, h=15ft; Cat. 11, Exp B, Encl., GCpi=0.18; MWFRS (envelope) gable end zone; Lumber DOL=1.60 plate grip DOL=11.60 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. This item has been 7) Provide mechanical connection (by others) of truss tobearingplatecapableofwithstanding459lbupliftatjoint10and459lbupliftatjoint6. electronically signed and 8) Girder carries tie-in span(s): 7-0- 0 from 0-0-0 to 9-11-4 sealed by Lee, Julius, PE using a Digital Signature. LOAD CASE(S) Standard Printed copies of this 1) Dead + Roof Live (balanced): Lumber Increase=1,00, Plate Increase=1 .00 document are not considered Uniform Loads (plO Vert: 1- 5=-330, 6-10-5 signed and sealed and the signature must be verified on any electronic copies. Jufiu5 Lee PE No. 3069 MiTilk USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 3,2018 WARMING- Verify design parameters and READ NOTES ON THIS AND INCLUDED AOTEK REFERENCE PAGE A#11-7473,.v. 1010312015 BEFORE USE, Design valid for use only with MiTokO 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 wt building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Addluonal temporary and permanent bracing Welk' is always squired for stability and to prevent collapsewithpossiblepersonalInjuryandpropertydamageForgeneralguidanceregardingthefabrication, Storage, delivery, erection and bracing of trusses and truss systems. see ANSIITPII Quality Criteria, 035-89 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandmrt, VA 22314 Tampa, FL 36610 Job Truss TypeQty Ply Park Sq tim/Tnbeca 2087-C Tray P1986C2087 TJS... fruss JAGK 3 1 713674365 Qlo (oPli _ ----------- Mid -Florida Lumber, Bartow, FL. 8,130 s Mar 11 2018 MiTek Industries, Inc. Tue Apr 3 12:58.30 2018 Page 1 ID:3zzrE5595gHBgKdROwR6OYzkwee-3iHOgQcbiGPfX3Rb9bXBbvwVOMkMmoE8Rh(ncedzUQGt t 1 0 p _{_._._ - - Grp ----- -...—I 1-0-0 5-0-0 Scale = 1:17.0 2x4 LOADING (psf) SPACING- 2-0-0 CSI- TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 TCDL 10.0 Lumber DOL 1,25 BC 0,26 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017rTP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. fib/size) 3=127/Meohanical, 2=26410-4-0, 4=64/Mechanical Max Harz 2=130(LC 12) Max Uplift 3--94(LC 12), 2=-80(LC 12), 4=-6(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 (Ib) or less except when shown. DEFL. in (loc) I/deft Ud Vert(- L) 0,04 4-7 >999 240 Vert( CT) -0,06 4-7 >988 180 Horz( CT) -0.00 3 n/a File PLATES GRIP MT20 244/190 Weight: 18 lb FT = 20% • BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10: Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Qpsf; h=25ft; Cat. 11, Exp B. Encl., GCpi= 0.18; MWFRS (envelope) gable end zone 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=t 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 94 lb uplift at joint 3, 80 lb uplift at joint 2 and 6lb uplift at joint 4. This item has been electronically signed and sealed by Lee, Julius, 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. Julius Lee PE No. 34669 MiTek USA, Inc. FL Cert $634 6904 Parke East Blvd. Tampa FL 33610 Data: April 3,2018 WARNING - Verify design parameters and REAR NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,111-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with NaTekae 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'' isalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage- For general guidance regarding the fabrication, storage, delivery, erection and bracing of busses and fuss systems, see ANSIITPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Trues Plate Institute, 219 N. Lee Street, Suae 312, Alexandria, VA 22314_ Tampa, FL 36610 Job Truss Tr us s t ype Oty Ply Pak Sit Hm/Tribeca 2067-C Tray T13674366 P1986C_2087-T J7 JACK 11 i Mid -Florida Lumber, Bartow, FL. 8,130 s Mar 11 2018 MiTek Industries, Inc. Tue Apr 3 12:58:31 2018 Page 1 I D:3zzrE5595gHBgKdROwR6OYzkwee-XvrOumdDUaX W8DOnjJ2076SbtimOC VF UHgLV9B3zU0Gs 1-0-0 7-0-0 Scale = 121.8 3x4 4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0,70 Vert(LL) 0.14 4-7 580 240 TCDL 10.0 Lumber DOL 1.25 BC 0,54 Vert(CT) 0.24 4-7 x348 180 RP BCLL 0,0 Rep Stress Incr YES WB 0,00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3= 1 83/Mechanical, 2=342/0.4-0, 4=90/Mechanical Max Holz 2=175(LC 12) Max Uplift 3=-135(LC 12), 2=-99(LC 12), 4=-8(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. PLATES GRIP MT20 244/190 Weight: 24 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3-Opsf, h=25ft, Cat. 11, Exp B, Encl., GCpi=0.18: MWFRS (envelope) gable end zone 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 & 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 135 lb uplift at joint 3, 99 lb uplift at joint 2 and 8 lb uplift at joint 4. This item has been electronically signed and sealed by Lee, Julius, 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. Julius Lee PE No. W66 MiTek USA, Inc. FL Cart 6634 6604 Parke East Blvd, Tampa FL 33610 Date: April 3,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII4473 rev. f0103/20f& BEFORE USE. Design valid for use only with MIT'ekO 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 andtor chord members only. Additional temporary and permanent bracing a 1 i " Is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the 1Y1 4"r fabrication, storage, delivery, erection and tracing of trusses and truss systems, see ANSI/TPl1 Quality Criteria, 050-88 and BCSI Building Componanf 6904 Parke East Blvd. Sarety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, Ft - 36610 Job Truss Truss Type Qty Ply Park Sri Hmfrribeca-2087-C tray 713674367 P1986C_2087 T J7T SPECIAL 3 i Lopda_naa-_-- Mid-Florida Lumber, Bartow, FL 8,130 s Mar 11 2018 Was Industries, Inc. Tire Apr 3 12:58:31 2018 Page 1 ID:3zzrE5595gH BgKdROwR6OYzkwee-XvrOumdDUaX W8DOnjJ2Q76SZcm_FVFU HgLV9B3zUQGs 1 0-0 2 3 4 4. 10.4- _ 7-Q_-0 I-- 1 0 p . --- ( .--- 2 , —_ I — ._ , . — 2 T - - —2 i -12 ----------- i Scale = 121,8 3x4-- 1xa LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Well Lid TCLL 20.0 Plate Grip DOL 1,25 TC 0,78 Vert(LL) 0,21 3-5 404 240 TCDL 10.0 Lumber DOL 1,25 BC 0.67 Vert(CT) 0.30 3-5 281 180 BCLL 0.0 Rep Stress Incr YES WB 0,00 Horz(CT) OA4 5 We The BCDL 10.0 Code FBC2017rTP12014 Matrix -MR LUMBER- BRACING - PLATES GRIP MT20 244/190 Weight: 25 lb FT = 20% TOP CHORD 2x4 SP No,2 TOP CHORD Structural woad 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. 3-6: 2x4 SP No.3 REACTIONS. (lb/size) 4-169/Mechanical, 2=342/0-4-0, 5=104/Mechanical Max Horz 2=175(LC 12) Max Uplift 4=-118(LC 12), 2=-99(LC 12), 5=-25(LO 12) Max Grav 4-169(LC 1), 2=342(LC 1), 5=124(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=4.2pst, BCDL-3.Opsf, h=25ft, Cat. 11, Exp B; Encl., GCp1=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-1-8, Interior(1) 2-1-8 to 6-11-4 zone,C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder($) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 118 lb uplift at joint 4, 99 lb uplift at joint 2 and 25 lb uplift at joint 5. This item has been electronically signed and sealed by Lee, Julius, 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. Julius Lea PE No, 34809 Wall USA, Ina. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 3.2018 WARNING - Verify design parameters and REAP NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 104473 raw. 1"312015 BEFORE USE. of'Design valid for use only with MiTek4r 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 AIbuildingdesign- Bracing indicated is to prevent buckling of individual truss web and/or chord members only, Additional temporary and permanent bracing I VTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the S fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-b9 and SCSI Building Component 6904 Parke East Blvd SafetyInformation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314_ Tampa, FL 16610 Job Truss Truss Type 16- ty Ply Park Sq i]fn lnbeca 2087-C Tray CP1986C_2087 1 KJ5 JACK 2 1 713674368 fob f2efa enGe-(op ioi1§l) . Mid -Florida I_urnbei, Bartow, FL. 8,130 s Mar 11 2018 MiTek Industries, Inc, Tue Apr 3 12:58,32 2018 Page 1 ID:3zzrE5595gHBgKdROwR6OYzkwee-?5Prn56erFtfNlnNazHOZfgK?13ALbEiikRv?FljVzUoGr i5 L - - - - 7a )a .___. - -- -..-..-------- — - - 1-8-0 7-0-14 Scale = 1 16.7 3x4 13-------- --- 7-Q-14 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0,80 Vert(ILL) 0,15 4-7 >571 240 MT20 244/190 TCDL 10.0 Lumber DOL 1,25 BC 0.60 Verl(GT) -0,25 4-7 >340 180 BCLL 0.0 Rep Stress Incr NO WB 0,00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MP Weight: 24 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 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=183/Mechanical, 2=375/0-6-7, 4=95/Mechanical Max Horz 2=141(LC 4) Max Uplift 3=-120(LC 4), 2=-171(LC 4), 4=5(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. NOTES. 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=10psf, h-25ft, Cat. 11, Exp B. Encl., GCpi=0.18, MWFRS (envelope) gable end zone, Lumber DOL=1.60 plate grip DOL=1-60 2) Concentrated loads from layout are not present in Load Case(s): #10 Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel, #11 Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel, 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 tit 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 120 Ib uplift at joint 3, 171 Ib uplift at joint 2 and 5 Ib uplift at joint 4. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3 Ib down and 11 Ib up at 1-6-12, 3 Ib down and 11 Ib up at 1-6-12, and 3 Ib down and 44 Ib up at 4-4-12, and 3 Ib down and 44 Ib up at 4-4-12 on top chord, and 2 Ib up at 1-6-12, 2 Ib up at 1-6-12, and 5 Ib down at 4-4-12, and 5 Ib down at 4-4-12 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). This item has been electronically signed and LOAD CASE($) Standard sealed by Lee, Julius, PE 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 using a Digital Signature. Uniform Loads (pifJ LPrinted Copies of this Concentrated Loads (I Vert: Loads ( lb) 60, 4-5=-2a document are not considered Vert: 10-4(F-2, B=2) 11=-1O(F=-5, 6=-5) signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. WO MITek USA, Be, FL Cart6634 69044 Parke East Blvd, Tampa FL 33910 Date: April 3,2018 WARNING - Verity, deslgn parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE 114114473 rev, f 0/03/201 S BEFORE USE. Design valid for use only with MITekle 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 file overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Addaional temporary and pamument bracing t is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTe•IC" fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSOTPll 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 Oly Ply Park Sq HiTtITnbeca-2087-C Tray t13674369 P1986C_2087-1 KJ7 JACK 2 i 44eSeripp o tlonl. Mid -Florida Lumber, Bartow, FI_. 8,130 s Mar 11 2018 MiTek Industries, Inc Top Apr 3 1258:33 2018 Page 1 ID:3zzrF_5595gHBgKdROwR6OYzkwee-TIz9JSeTOBnEOX9Ark5uDXY_PZj9z31a7f GFyzUQGq I 5 0 j 5-2 5 I - 9.10_13 . t-5-© 5.2-5 4-8-7 Scale - 1.23.6 2x4 = 1.5x4 11 5 3x4 =`= LOADING (psi) SPACING- 2-0-0 CST. DEFL. in (loc) Well Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1 25 TC 0,44 Vert(LL) 0.04 6.7 >999 240 MT20 244/190 TCDL 1(T0 Lumber DOL 1,25 BC 0,51 Vert(CT) -0.08 6-7 >999 180 BCLL 0,0 Rep Stress Incr NO WB 0,40 HOrz(CT) 0,01 5 n/a nla BCDL 10.0 Code FSC2017/TP12014 Matrix -MS Weight: 42 lb FT = 20% LUMBER- BRACING- TOPCHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-0-15 oc bracing. WEBS 2x4 SP No.3 REACTIONS. ( lb/size) 4=140/Mechanical, 2=529/0-6-7, 5=369/Mechanical Max Horz 2=186(LC 22) Max Uplift 4=-106(LC 4), 2=-244(LC 4), 5=-163(LC 8) FORCES. ( Ib) -Max, Camp./Max. Ten. -Aft forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-8491324 BOT CHORD 2-7=-416/778, 6-7=-416/778 WEBS 3-7=-29/298, 3-6=-845/452 NOTES- 1) Wind: ASCE 7.10, Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf, h=25ft; Cat- II; Exp B. Encl., GCpi= 0-18; MWFRS (envelope) gable end zone, Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 1(T0 pat bottom chord live load nonconcurrent with any other live loads. 3) . This truss has been designed for a live toad 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 106 lb uplift at joint 4, 244 lb uplift at joint 2 and 163 lb uplift at joint 5. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated loads) 71 lb down and 12 lb up at 1- 6-12, 71 lb down and 12 lb up at 1-6-12, 34 lb down and 45 lb up at 4-4-12, 34 lb down and 45 lb up at 4-4-12, and 61 lb down and 95 lb up at 7-2-11, and 61 lb down and 95 lb up at 7-2-11 on top chord, and 10 lb down and 5 lb up at 1-6-12, 10 lb down and This Item has been 5lbupat1.6-12, 23 lb down and 13 in up at 4-4-12, 23 lb down and 13 lb up at 4-4-12, and 42 lb down and 22 lb up at 7-2-11, and 42 lb down and 22 lb up at 7-2-11 on bottom chord. The design/selection of such connection device(s) is the responsibility of electronically signed and others. sealed by Lee, Julius, PE 7) 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=1_25, Plate Increase=1.25 document are not considered Uniform Loads (plf) signed and sealed and the Vert 1-4=-60, 5-8=-20 signature must be verified Concentrated Loads (Ib) on any electronic copies. Vert13=-85(F=.-43, 13 -43) 14=7(17=4, 6=4) 15=-16(F=-8, B=-8) 16--71(F=-36, 8=-36) JuIiUsLee PENo.34666 MiTek USA, Inc. FL Cert6634 6964 Parke East Blvd, Tampa FL 33616 Date: April 3, 2018 WARNfNG - Verify design parameters and READ NOTES ON THIS AND fNCLUDED MITEK REFERENCE PAGE 01.7473 rev. 10103/2015 BEFORE USE. W1, Design validforuseonlywithMiTekconnectors. 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 MOW is always required for stability and to prevent collapse with possible personal injury and property damage- For general guidance regarding the fabrication, storage, doli` sty, erection and bracing of trusses and truss systems, see ANSI/TP11 Quality Criteria, DS8.89 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 0 Ss - Typ a - - - -------- - - upor Ply Park -Sq I-torinbeca-_2087 C Tray LPI 986C2087 'I Ki T I SPECIAL - ------ SQL B q fapp 11, q q, (9, P, Lot 18- 0 - -------------------- --------- - - - - --- - ------- T - 1367 4 3 7 0 - Truss----------- -------- _ __ -_ - ' I, -,-- ____ Mid-Floolda Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc, Tue Apr 3 12:58:33 2018 Page 1 ID:ItiEj_2vqrkv4uE,JUYC2jFzkFiig-Tlz9JSeTOBiiEOX9Ajk5uDXYuOZcpz5Ha7f GFyzUaGq J5---_1119 ........ . ...... §1111 -1-1 -- 11---------------A,-,,---,------, - ---- ------ --- - --------- 1-50 3-2-2 3,2-9 3-6-2 X4 4X4 Scale = 1 21 4 LOADING (psO SPACING- 2-0-0 CS1. DEFL. in (Ioc) Ildefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1,25 TC 0.82 VerftLL) 0.30 3-8 >394 240 MT20 244/190 TCDL 10'0 Lumber DOL 1,25 BC 0.92 Vert(CT) -0A7 3-8 >253 180 BCLI_ 0,0 Rep Stress Incr NO WEI 0,30 Horz(CT) 018 6 n1a Trial BCDL 10.0 Code FBC2017/TP12014 Matrix -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 8-6-2 oc bracing, 3-9: 2x4 SP No.3, 3-6: 2x4 SP No, 1 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 5-7011glechanical, 2=500/0-5-11, 6=367/Mechanical Max Horz 2=186(LC4) Max Uplift 5=-56(LC 4), 2=-216(LC 4), 6=-1 59(LC 4) FORCES. (lb) -Max, Comp,/Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4--1015/400 BOT CHORD 3-8--4791978, 7-8=-4811981 WEBS 4-8-58/299, 4-7=-1057/518 NOTES- 1) Wind: ASCE 7-10. Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf, h-25ft; Cat, 11; Exp Ej; Encl., GCpi=0,18: MWFRS (envelope) gable end zone, Lumber DOL=1 .60 plate grip DOL=1 .60 2) Concentrated loads from layout are not present in Load Case(s): #10 Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel, #11 Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel, 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads, 4) * This truss has been designed for a live load of 20,0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 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 56 lb uplift at joint 5, 216 lb uplift at joint This item has been2and159lbupliftatjoint6. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3 lb down and 11 lb up at electronically signed and 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 sealed by Lee, Julius, PE chord, and 2 In up at 1-6-12, 2 lb 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 using a Digital Signature, chord. The design/selection of such connection device(s) is the responsibility of others. Printed copies of this8) In the LOAD CASE($) section, loads applied to the face of the truss are noted as front (F) or back (BT document are not considered LOAD CASE(S) Standard signed and sealed and the 1) Dead + Roof Live (balanced): Lumber InGrease=1.25, Plate Increase=1.25 signature must be verified Uniform Loads (pit) on any electronic copies. Vert: 1-3-60, 3-5=-60, 9-10=-20, 3-6=-20 Julius Lee PE No, W69 Concentrated Loads (lb) MlTek USA, Inc. FL Cert 6634Vert: 14-66(F=-33, B=-33) 15=4(F=2, B-2) 17=-2(F=-1, B=-1) 61104 Parke East Blvd, Tampa FL 33610 Date: April 3,2018 WARNING- verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev, 10/03/2015 BEFORE USE. Design valid for use only with MiTekit) connectors This (resign is based only kition parameters shown, and is for on individual building component, not struss system. Before use, the building designer must verify the applicability of (resign parameters and properly Incorporate this design into the overall building designBracing indicated is to prevent buckling of individual truss web Ill chord members only. Additional nouporary and permanent bracing is arrays required for stability and to prevent collapse with possb4o personal Injury and prop" damage Forgone, at guidance regarding the fabrication, storage, delivery, election and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB49 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 216 N. Suite Street, $.. 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sit Hm/Tnbeca 2087 t Tray 113674371P1986C,_2087-T MG1 JACK 1 i Mid -Florida Lumber, Bartow, FL. 8,130 s Mar 11 2018 MiTek Industries, Inc. 'rue Apr 3 12:58:34 2018 Page 1 ID:3zzrE5595gHBgKdROwR6OYzkwee-xUXX Wnf6n Vv5?hkMORc7ll4CLz 1 Ki W_ jMlkpnOzUQGp 3=T6 -- - I. . -.--------=— _I 3-7-8 3-4-8 Scale: 112"=1' I 4x4 =- 3xa II 4 40 - LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20,0 Plate Grip DOL 1.25 TC 0,24 Vert(LL) -0,02 5-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.04 5-7 >999 180 BOLL 0.0 Rep Stress!ncr NO WB 0A0 Horz(CT) 001 4 n/a n/a BCDL 10-0 Code FBC2017ITP12014 Matrix -MP Weight: 40lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOR CHORD Structural wood sheathing directly applied or 4-9-9 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 20 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=109110-4-0.4=910/Mechanical Max Harz 1-154(LC 8) Max Uplift 1=-335(LC 8), 4=-352(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1368/396 BOTCHORD 1-5--464/1216,4-5=-464/1218 WEBS 2-5=-301/1023, 2.4=-13881529 NOTES- 1) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd-108mph, TCDL=4.2psf; BCDL=3.Qpsf, h-25ft, Cat. 11; Exp B; Encl., GCpi= 0.18; MWFRS (envelope) gable end zone; 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 335 lb uplift at joint 1 and 352 Ib uplift at joint 4. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 484 lb down and 174 lb up at 1- 0-12, and 484 lb down and 174 lb up at 3-0-12, and 484 lb down and 174 lb up at 5-0-12 on bottom chord. The design/selection This item has been of such connection device(s) is the responsibility of others. 7) In the LOAD CASE($) section, loads applied to the face of the truss are noted as front (F) or back (6), electronically Signed and sealed by Lee, Julius, PE LOAD CASE(S) Standard using a Digital Signature. 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Printed copies of this Uniform Loads document are not considered Vert1-3=-3=- 60. 1-4=-20 Concentrated Loads (lb) signed and sealed and the Vert: 7=-484(B) 8=484(B) 9=-484(8) signature must be verified on any electronic copies. Julius Lee PE No, 34889 MiTek USA, Inc. FL Cart 8834 6984 Parke East Blvd, Tampa FL 33818 Date: April 3,2018 WARNINQ - Verfly design parameters and READ NOTES ON THIS AND INCLUDED MI TEK REFERENCE PAGE MII-7473 rev- 10/03/2015 BEFORE USE. Design valid for use only with WWII) 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 file overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DS8-89 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 NumberingSymbolsSystemGeneralw. Safety Notess7 PLATE LOCATION AND ORIENTATION F 14' Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth, For 4 x 2 orientation, locate plates 0- '4' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 software or upon request PLATE SIZE The first dimension is the plate 4 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. Indicates location where bearings supports) occur, Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. dY O i3 Q O E-- 6-4-8 dimensions shown in ft-in-sixteenths Drawings not to scale) 2 3 BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBEREDILETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. Oc 2012 MiTekS All Rights Reserved Industry Standards: ANSIffPl1: National Design Specification for Metal JI Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSL Building Component Safety Information, i MiTekGuidetoGoodPracticeforHandling, Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 Failure to Fallow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSi. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or aftemative Tor I bracing should be considered. 1 Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor. property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSIITPI 1. T Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements, 12. Lumber used shalt be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purtins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. IS. Connections not shown are the responsibility of others. 16. Do not cut or after truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental. health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. r • 9 cl) LU j D 0 Uj 7- D Z Uj Z F— Q 0 Z z LU 1) (J) Z 0 LU r LU z 0 z (J) 0 U) Uj U.J _j j < 0E— Z C-) z 0—LLI LU :T 1) U) 0) cr 3: !Q0cr LL LIJ (D TZ z Lli 0 Fyj < LL C/) Uj 0 cn MUJ fy Z _ j 0 0- < 0 z U Uj cr- < b x Uj LU Z cj Z3: 9 0 Z Z 7- UJ (.) (/) Lul < U) LU _j WtJ3 _j ry < F- 0 Z LL < I 12 16 8 GARAGE 101- K , 111- C 9'- 4" 19.2" 19.2" 19.2" 19.2' 19.2 19Z 71- 19,2" T_ 19.2" 17 19.2" 19.2" 19.2" 19.2" 192' 7T_ 24" 24" 24" 7 T. to co 28'- 8" 12'- 8" 16- 0" APPROVED TRUSS ANCHOR BY BUILDER BOTTOM =4x2 TOP = 4x2 2x4 Cont. Band, VE: TRUSS END DETAIL APPROVED TRUSS ANCHOR BY BUILDER PLUMB CUT OVERHANG HEEL HEIGHT = 2 x 4 BOTTOM= 2 x 4 TOP= 2x4 6.0 pp, ad 0 12 12" TRUSS END DETAIL J L. 4 - HUS26 1- PLY HGR A L 11 - THA422 STRAP HGR MID - FLORIDA LUMBER ACQUISITIONS BARTOW, FLORIDA TRUSS LOADING CONDITIONS p K F_ IC - SF C' 17A 3-_-- ps-, Park Square Homes 1986 - A TRAY CLG. OPT 122&t REVISED VAR OPENING I COE:— Tribeca - A REIiISED STAIR OPENING P1986A-T SLA!XTENSIQ sc:E, 3R!, *;N 3, x5 v N/A 84-17 Bmax aCity of Sanford Building and, Fire Preventionr~ Product Approval Spe ' ication Farm Permit # 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.floridabuildina.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 Florida Approval # Description include decimal 1. Exterior Doors Swin ice_ Therma - Tru Single Door FL8871.5 Slidinc,_ MI Windows and Doors Series 420 Alum SGD - 2 Panel Fes. 15332w4.__ Sectional Clopay Building Products 94/T40-W4 FL15279,20 Automatic Other 2. Windows r Sin le Huncq MI Windows & Doors Series GA 185 Aluminum SH FL 17499-2 SliderHorizontal Casement Double Hunk Fixed MI Windows & Doors Series GA 185 Alum Picture Fixed FL15349.1 _.. Awning Pass Thrau. h._ Proeeted Mullions___ MI Windows & Doors 5764 Verical Alum Mullion FL 15353.2 Wind Breaker Dual Action June 2014 Category l Subcategory Manufacturer Product Florida Approval # Description(including decimal 3. Panel Walls Sld99 lames Harding Bldg Products Hardie Panel PL13223.2 Soffits Aluminum Coils, Inc Coils / Soffits FL12194.1 Storefronts Curtain Wall Louver Glass block Membrane Greenhouse E.P.S Panels Other 4. Roofing Products AS halt Shingles IKO Industries, LSD Asphalt Shingles l Cambridge FL7006.1 Underla ments Warrior Roofing 15 and #30 Roofing Felt FL2346.1 Roofing Fasteners Nonstructural Metal Roofing_ Wood Shakes and Shingles Roofin tiles Roofing Insulation Waterproofin Built up roofing System Modified Bitumen Single Ply Roof S stems Roofin slate Cements/ Adhesives l Coatin Liquid Applied Roofing Systems_ Roof Tile adhesive Spray Applied Polyurethane Roofing_ E.P.S. Roof Panels Roof Vents lane 2014 Category l Subcategory Manufacturer Product Florida Approval # Descri include decimal 5. Shutters Accordion Bahama Colonial Rolt up Equipmen Other 6. Skylights Other 7. Structural Components Wo-Od— —Connectors Anchors Truss Plates Engineered Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds b—ther 8. New Exterior Envelope Products Applicant's Signature Applicant's Name 06A Please Print) June 2014 Florida Building Code Online littps://www,floridabuildin&org/pr/prapp iE— 4tLaspOpararri wCVX FL # FL,8671-R8 Application IYPe Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer 'rherma-Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton, 011 43517 419) 298-1740 rickwO)rwbidgconsultants.com Authorized Signature Vivian Wright rickw@rwbidgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phorle/Fmail Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By Ryan J, King, P.E. Validation Checklist - 1-lardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) ri-w.t R8, C:Ql (b),CertifiraLe 91' jr1id(,,I)vqder,(;e.p<Jf slwa"W YAK ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM E1300 1998 ASTM E84 2000 ASTM G26 1995 TAS 201, 202, 203 1994 I of 4 4/ 15/2018, 5:00 PM Florida Building Code Online littps://www,floridabijildiiig.org/l)r/l)i---app dt1.aspx'?paran1=w()EVX... Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Florida Licensed Professional Engineer or Architect Fq!jjya _y of andar(l,,p _ieoc 1 1 , - tSf Method I Option D 10/17/2017 10/17/2017 10/19/2017 12/1212017 Summary of Products FL # Model, Number or Name Description 8871.1 a. "ClassicCraft Rustic" Series 3'6 x WO "Impact" Opaque Fiberglass Radius -lop Single Door X) - Inswing or Outswing Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant. Yes Design Pressure* N/A other: See INST 8871.1 for Design Pressure Ratings by specific Model and for any other additional use limitations and installation instructions, Installation Instructions FL"? L_,R8 It_(l?) jp5 I I - I f)(if1111 Verified By: Lyndon F. Schmidt, P.F. 43409 Created by Independent Third Party: Yes Evaluation Reports Fi$,ti'71 A8_ Pk_(0) Eva( 81:471,1,pdr Created by Independent Third Party: Yes 8871,2 b. "ClassicCraft" or "ClassicCraft 3"6 x WO "Impact" Opaque Fiberglass Single Door (X) - Rustic" Series Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes Flx$871_R8_ It (b) lq5t 071 ' p(If Approved for use outside HVHZ: Yes Verified by: Lyndon F. Schmidt, R.L. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure,. N/A Evaluation Reports Other-, See INST 8871.2 for Design Pressure Ratings by Kill ' .2,1?jf specific Model and for, any other, additional use limitations Created by Independent Third Party: Yes and installation instructions. 8871. 3 c, "ClassicCraft" or "ClassicCraft Rustic" Series Limits of Use Approved for use in HVHZ*. Yes Approved for use outside HVHZ: Yes Impact Resistaint. 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 Fibei-Classic and SrnoothSLar sidefites, this product approval requires the use of " J" part numbers for these sidelites, which have been stained or painted within six months of installation.) 3' 6 x 8'0 "Impact" Opaque Fiberglass Single Door with Sidellte ( OX or, XO) - Inswing or Outswing Installation Instructions fL" 71 R8. II(b) InSit 0134)df Verified_ By: Lyndon F. Schmidt, P.E. 43409 Created by independent I'lurd Party: Yes Evaluation Reports Ft"l t R8 A,E_(b) Lva! f3871,3,pcjf Created by independent Third Party: Yes 8871.4 d, "ClassicCraft" or "ClassicCraft 3'6 x 8'0 "Impact" Opaque Fiberglass Single Door with Rustic" Series Sidelites (OXO) - Inswing or Outswing Limits of Use installation Instructions Approved for use in HVHZ- Yes 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 8871A for Design Pressure Ratings by Ft- 8871,4.pof specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. (For Fiber -Classic and Smooth5tar sidelites, this product approval requires the use of "J" part numbers for these sidelites, which have been 2 of 4 4/15/2018, 5:00 PM Florida Building Code Online littps-./IwNvw,floridabuildiiig,org/pripi,_app_dti,aspx?pat-ani=,A,GgVX,., t stained or painted within six months of Installation.) 8871.5 e, "FiberClassic" or "SmOothStar" TO X WO "Impact" Opaque Fiberglass Single Door (X) - Series Inswing or Outswing Limits of Use Installation Instructions Approved for use in HWIZ., Yes FL,8871-,R8 -,11-,(b)lnstU , , Approved for use outside "VIIHIZ. Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant. Yes Created by Independent Third Party: Yes Design Pressure- N/A Evaluation Reports Other; See INST 8871.5 for Design Pressure Ratings by FL81371 Rtl-AIE,-(b), EVal 8871.5.pclf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. 8671. 6 = f, "FiberClassic" or "SmocithStar" 1 X0 x WO "Impact" Opaque Fiberglass Single Door with Series Sidelite (OX or X0) - Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ- Yes FL"71 118_ 11 , (1),) t:1s1- "71,6,pdf Approved for use outside HVHZ: Yes Ver If led 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 8871.6 for Design Pressure Ratings by FI-8671 R6 AE (0) F-yod 0671,6.pdf specific Model and for any other additional use limitations i Created by Independent Third Party: Yes and installation Instructions. (For FiberClassic and SrnooLhSLar sidelites, this product approval requires the use of " J" part numbers for these sidelites, which have been Stained or painted within six moril-l-is of installation.) 8871, 7 9, "FiberClassic" or "SrnoothStar" Series Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ., Yes Impact Resistant: Yes Design Pressure; N/A Other; See INST 8871.7 for Design Pressure Ratings by specific Model and for any other additional use limitations and installation instructions. (For Fiber Classic and SmoothStar sidelites, this product approval requires the use of " J" part numbers for these sidelites, which have been stained or painted within Six months of installation.) 8671. 8 it, "FiberClassic", "SolooLhStar", 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 887I.6 for Design Pr (!Sure Ratings by specific Model and for any other additional use limitation and installation instructions. 8871. 9 1. "FiberClassic", "Smo(AhStar% 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 8871,9 for Design Pressure Ratings by specific Model and for any other additional use lornit8tiOnS and installation instructions. (For Flbei-ClasslC and SinoothStar sidelites, this product approval requires the use of " I" part numbers for these sidelites, which have been stained or painted within six rriOnthS Of Installation-) TO x WO "Impact" opaque Fiberglass Single Door with Sidelites ( OXO) - Inswing or Outswing Installation Instructions FL0VI- R(3-H-Jb) "I 1,,7,pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FI- 8871-A0 AE_(b) Evol 8871-7,pdf Created by Independent Third Party: Yes 6' 0 x WO "Impact" Opaque Fiberglass Double Door (XX) - Inswing or Outswing Installation instructions Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent 'Third Party: Yes Evaluation Reports FLJ671 R8 AE (b) Eval,8671.8.pdf Created by Independent Third Party: Yes 6*0 x 810 "Impact" opaque Fiberglass Double Door with Sidelites (OXXQ) - Inswing or Outswing installation Instructions I'LaWl, Rf3--11(b) lost 8871,9,-,pc1f Verified By: I-yndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL8671 R$, AE -(b) 1--val 6871 1,4.pOf Created by Independent Third Party: Yes 3 of 4/ 15/ 2018, 5:00 PM Florida Building Code Online littps://www.floridabuilditig.ot-g/pr/pr_appdti.aspx?paramw(IFVX... Phow 450-4V-14 4 The State of Florida is an AA/EF0 employer. _$t#tq of fWlao" :: PNdr 5ttitgrInq pit: Under Fonda law, email addresses are polite, re(ord% if you do not want your e,niinl address released in response to a public -records, request, do not Send electronic mail to this entity. Instead, Contact the office, by phone or by traditional mall. If you have any questions, please contact 850,07,1395, -Pursuant to Section 455. 275(l), Florida Statutes, effective 0<ftober 1, 2012, hcensM5 licensed tinder Chapter 455, F.S. most provide the Department with an email address If they Have one. The emarls; provided may be used for of rIal 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 available to the pulalk. To determine it you are a licensee under Chapter 455. F S,, please CIO, W19- Produot Approval Accepts; rr go Fla Pa 4 M Credit Card Safe 4 of'4 4/15/2018, 5:00 I'M S vj,j7jT,, A FIBERGLASS SiNGLE"IMPAcr DOOR w/'WON-IMPAcr, SIDELITES INSWING / OUTSWING ggtLEPAI NOTES i. TNs pmdL-- has been eycLlcled GIC s5 h cam wish the &th Edition 12017) 90rida Building Code fF3C; stfuc%rd reauyen)erU.'rcL&)g 'tie 'K9h Yew tYHL'vtCcrl4` Zane* (FlyfC), 2, product T chors shal be as hted and tPcced- as shown on dek:4. And--f embedment to base.maiend lwd be beyond `Nall c1ress or stUaz0- 3, When used in te WHr tn_ opaque door ca=yes wish Section 1626 of the Florida Buiding Code and does noh'eguie is #);ranunpiact, resistant covering. fie non4mPccl std&e must be protected Yilth an reli'ant covet c cojrptyQ - wffh Sectlon 1626 of I,-- FaC quinng, old borne decds potecfc,,. the opaque door complieswith FBC 4, WhenusedbyeasartPdeoflhe'4"r Te Sections " K,?. 12 & 23DI 21.2 and does not requ m an impact resistors cOvefing, The opaque door meets and rvAKL- s Wrric Zone 4,a5 defined r, ASTM E 1996 and CSC Seciistr's 1609J22 & R1011.1 I'l rhe ncn4rpoct' 5iaefites fmM be protected vAth on arpact resOant caveMg contptyrg with F8C SecfM 1609,12 & R-41,2. 1 -1 3, -or 2(slix framing cam at on cacho'" of these units snall be the same as that sho" to,, 2( aucx M050M cor4truclbn. 6. Site condRians that da-viale iron the detis of ff,,n drawing requve hotner engir,&emgmx#vss by a ficeme-1 efl9reef Of fegiswed =ltect. 7. Outswft confWaftons Using coosid slT item #4 under actNe docfs, and ol sKs used irder the sideile,, meet water in,filtration requirement for "HVtU"- 8, h doot Cc C meet Aldt's fl r Ins,*,q canf g=tiom and oulwmV -ng $4 item #5 under* the the er n i I cton reqLwements tar t`ne'HYHZ'and shot be irts7coed 0* in nohabijobis of-m or 0,, hodlcbt-- jocotfons protected by or, overhang or canopy such tKit fte croe. between te edge of canopy or overhang to sun 4 less than 45 degrees, 71.75" VAX, O.A. FRAME W;0TH 37.75' MAX.. ax, PV,,ME WDTH FRAME PANEL WOTH I d 5i DOOR TYPE SWING OVERALL . FRAME DIMENSION ESSVRf ( PS- 1 POSITIVE NEGA71VE INSWING 71, 75- x 98.0T i 60.0 j -60.0 SMOOTH 11 STAR OUTSWING 71, 75" x 96,50' 65.0 65.0 INSWING 7", YS" A ?8.W 60,0 00 60. 0 FIBER tloslwy 16105 CLASSIC OUTSWING71, 75" x 65.0 65.0 See sheet to far oesgn Pressure *T'itaf- ZW Ck: Z8 2EQ z 05122108 sr Dws BY: LFS W4 F - 3371. 7 DETAIL A 1 00- 100000000 oG000aG aoaaaoa GOGJDGO gEAILA-A pcm1 rewomement 41 47, DaPIOR INTEWIOR rl -' HORIZONTAL CROSS SEMS N 28.86% OPEN AREA MAX. C42 —P-" A ............. F e EXTERIOR INTERIOREXTERIOR INTERIOR 14y C4$ ry r2"\ VEJMCAL CROSS SECTION 0 C; g c 0 Cal 44) 60, 67) I ERIR HORIZONTAL cRgss SECTION 3 L DETAv A -A 00000000000000000000000000000000000000 OOc O'Do 0 . 0000000000000000000000oc00000 00300000000400 000300000 cc 0 o 00-QP0 .0 1 0000000000000000000000000000000000000c 000000000000001, 000c000c 06A A -A YF. 4 CORNERS Of PANE' 0,63602 7yl { , ram, 28 36% OPEN AREA MAX. EXTERIOR INTERIOR 2 VERUCAL CROSS 99PN- 4( iK U) BY: Dws en LFS wo M- FL-8671.7 LT 3 or 1 I 13.75"MAX PANEL WIDTH TFTI T C71li Lai I zz, - 703 BOTTOM m rl IIQR90WAL CROSS SECTION K:j7 —famsic Croft S. rustic) 7"MAX. D.L. pas!2F IF TMOR 2 HORIZONTAL CROSS SECTION I'MAX D.0 EXTFUOR 3 , HORIZONTAL CROSS SECTION x SECTIONVVMCALCROSSSEMN ' '5 VERECAL CROSS SIN 6, VERTICAL CROSS SECTION 4) (S!Tmth star" cF NOTE: I. Side6te ass'y fastener-, Ss' frorn each end ard,6 more screws equally spaced between. i8 socr.ewstotcl per jcrnt.j 9-1/A" MN. AB. FYFII eHOPJIOTAL CROSS SECTIONNtwvvtwn - aLso appfoved Pnl;Al HORIZCW-CR= $EC77ON 7Outswv #Knw - E a o amcved r4'HORIZONTAL CROSS SECTION Shownwjlxsub-buck 3 HORIZONTAi CROSS S-ECROM 1 Chtsv six - -,MQ co cppvied 05/22/ a8 N'T' S. OWS E—::; 71 7 7 5 OF I zoco m zIN' ERIOR 40 5 64t1 10 EXTERIOR INTERIOR EXTERIOR INTERIOR VWERM11CAL CROSS S OONVERTICALCROSSSEC17ON . Ilx.MEIRTICA shown in ng aka axis aved 3\ VERTICAL CROSS SECTION outsMng con lwl=e,. f,= Wti ftmtion reqXements EXTERIOR INTERIOR I 4 , VERTICAL CROSS SEC77ON Insma" o config=*n sae ge-ni--ci mtes beef for lWHrwater mwation EXTERIOR INTERIOR s sheet I kfkrafior, mt: aojj 6"",, VERTICAL CROSS SECTION 6 outsyAng c- aboT, t'l- ter ffjuof or, N.T. S. By, DWS BY; LFS VM mo, FL--8871. 7 SEE t _ L2p// NOTE DO ( NOTE 1 EXTERIOR INTERIORt EXTERIOR_ INTERIOR (- 2'\, VERTICAL CROSS SECTION 1 VERTICAL CROSS SECTION twAng4wwn-b'sMN NOTE: i. Screws ttvj head and SS lcrrb bcctedT from each end and O.C. 7; P.) me. EXTERIOR INTERIOR EXTERIOR INTERIOR 4VERTICAL CROSS SECTION r VERTICAL CRQ 5S SSECTION INTERIOR SEE NOTE m 3 VERTICAL CROSS SECTION 7 INTERIOR EXTERIOR NOTE I r4-' VERTICAL CROSS SECTION r-Dy fj gyp HEAD & MASONRY JAMBS OPENING 2XBUCK- -,, JNX MaLUON1 I SHOWN FOR-{ REFERENCE ONLY SUCK ANCHORING HINGE JAMB CONCRETE ANCHOR NOTES: I . Concrete anchor locatom at In, comers n-joy be armed to maintain the fnim edge ckoonce to nrorlarjoints. 2 Corcrete onchor IOCOftfls noted as "MAX ON CENTER" must be - adjusted 10 mconrcin the min- edge c6-tcmce to rnonarjoint, addIfiartal concrete anch-On, may be required to ensure the "MAX ON CENTER'disnensIon are rI0$ exceeded. 3. Concrete anchor fobta' MIN CLEARANCE ANCH R MIN, C' "" TOMASONRY MIN. CLEARANCE TO ADJACENT ANCHOR ITYPE SaE YPE EDGE, ANCHOR ITIN 1& 114" 2' 4' T T ON. APCON E'CO 1.114' 14" 4' JULTRACON WOOD SCREW INSTAUATION NOTES; 1, Maintain 0 rrgr&mjm 513, edge distance, I end aisfaricf& T'c,c, sPocing Of wood screws to proven* the 5pritfing of wood, MASONRY OPENING 2X BUCK 3- A TT- 7 j y' ' ' I-- FRAAAf AtPt2KM— G masonry2X duck conshictw, HINGE DETAIL TYP. MULLION ffripm. 919 I it, V Bry, DWS— W. VS im ;Z'% F-L- 8871.7 V jj_ OF _LL THESE (2) ANCHORS REQn ONV WHEN DP > 6U PSF F--TT TYP. HEAD & MASONRY OPENING FRAME TYF. I x BUCK s CK to TTyp, SALYP, tL HINGE JAMB FRAME ANCHORING ANCHOR NOTES: Masonry IX buck conmc'm CONCRETE AN j, Concrete anci-Vcxati sat the corners rnoy be a*sfed to makvdr, the rn, edge CkstanCe 2 Concrete Operjaf Sooatlons noted as 'M". ON CENTER" must be OcqLWed to maintain the rrm edge cWcncato moftGrjOJr)ts add borid concrete anchors may be,,eW.&d to amLm the MAX ON CENTER* dvnertOon are not exceeded. 3, Concrete anc I hor table: CE IN.CLZARANCE 7 A I NCHOR EANCIHIOR M WIN. CLEARANCE M I - 1 TO MASONRY TO ADJACENT Typf SHE EDGE ANCHOR ITW j1r 2" 4C T 11r TAPCON T. WCCSO ZFW WSTALLA71ON NOM: 05 Marnt amrxmtm .9w 00pe cwance, I' Via dwonce, 4=, of Hood zcrews to prevent #ae vmg of wood. Typ. FIKKE JAMB LATCH DEADMTAgAH HINGE MAIL Z- N. L S, ar Dws ar LFS FL--8871.7 n 9 or if 1!7GIASS BITE G S'Pflff GLASS AIR SPACE I/F'TEMP, I ' SWIGGLE GLAZING 2 4) '- SPACER 31C MAWOd erns 11 1- 1. acc 5ST C22 r GLASS 7/1 C CLASS WE 7 THK, 1 /8- TEMP. GLASS AIRSPACE ti1/8'TEMP, 1 /8- TEMP, I /8"TEmP, 2:1- STEEL tNTERCEIT SPACER c 4K C. 6 L, N'T.s, im, DIMS s—LFS No, BILL Of MATERL4LS ITEM DESCRIP17ON MATERIAL 1"I DESCRIPTION MATERJAL A I X BUCK SG >-- 0,55 'WOOD 40 SMOOTH STAR DOOR - SEE DOOR PANELDETAIL SHEET 3 2XBUCK SG - 0,55 41 DOOR SKIN 0= THK. (SMOOTH STAR) f 6,IX PSI MIN, FIBERGLASS `o: C MAX I 1,C SHIM SPACE WOOD )P RAIL (SMOOTH STAR) C 42TC0 1/4"X 2-314'PFH ELCO CONCRETE SCREW m- 413 LOCK STILE LSMOOTH STAR) ...... 30 ll ow 0 m EMASONRY - 3,0M PSI MIN. CONCRETE CONFORMING TO AC CONCRETE 44 HINGE STILE (SMOOTH STAR, 000 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 45 3CITOM RAIL MOOTH Sj,T — COMP. F I /4X 2-314" ?Fri ffW CCNCR-t7E SCREW STIFL 46 PANEL RaNf ORC&AENT,0.= TfiK. (SMOOTH STEEL 0 Z' I I J4'X 2-1/4'f'FH,,TW CONCRETE SCREW STEEL iT 757AM CORE c W C5 J IXX 3-314'PFH ITW CONCRETE SCREW STEEL 48 SJOELUTEE SKIN SMOO TH STAR) 5 f!BERGLASS K 1/4"X 1-314'Flgli ITW CONCRETE SCREW TE FRAME (SM00114. STAR) PVC .1 L # 10 X 2-liT Pf`H WOOD SCREW 0,15- N, EMMDM STEEL 57 FOAM CORE POLYURETHANE M # 9 X 2-1/7 Pf-H WOOD SCREW STEEL 58 SCELITE SKIN jCLASSIC CRAF7) FIBERGLASS 14- TAILS MULj6N- -_6 WOOD 60 FIBER CLASSIC DOOR - SEEDCOR PANEL DETAIL SHEET FOR DEII I INSWING AD WSTABLE THRESHOLD (&-100AJ) ALLIWWOOD 6) DOOR S l 3 K-riE-R C LASSIC) Fy = 6,0W PSI MIN. RBERGLASS 2 MWING-1HRESHOLD 16300HP5) ALUMAC- .- 62 TOP RAIL LIBER CLASSIC, COMP. 3 NSWING SET ADJUST THERMAL PREAK 'RESHOLD fISP30M) ALUM./COMP. 63 LOCK SME IFIBEiR CLASSIC) W=/L'VL 4 OLISbWING COASTAL THRESHOLD ALUM.IWOOD 64 HINGE STILE [PBER C !!_ LAMC 'WOOD 5 OUTSVVING STANDARD THRESHOLD ALUM.7wo-00 65 BOTTOM RAIL (FIBER CLASSC WOOD WGGDJCVC STAR POLYURETHANE STEEL 49 0 Florida Building Code Online littps://Wtvw.tloridat)tiildiiig.org/pr/pr_app dtl.aspx?param=wOEVX... Ppqvq- Appil gKl,.( r0j I AppkOt1Q:j 1,. , y 5" . _,t I AppliPation Detail FL # FLI5332-R4 Application Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Finail Quality Assurance Representative Address/Phone/Email MT Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 FxL 2560 bsitlingerC(firmwitcom Brent Sitlinger bsitl i ngerCrfi m iwd .cofn Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from Ek Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Luis Roberto Lomas the Evaluation Report Florida License PE-62514 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12131/2018 Validated By Steven M. Urich, PE Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Validation Checklist - Hardcopy Received F1,J5332RI (:Qj_FLQQI,pOf ftandard AAMA/WDMA/CSA 101/l.S.2/A440 Y@mr 2008 I of 3 4/15/20 18, 5:03 PM Florida Building Code (Mille htips://www.floridabuilditig.org/pr/pr app_dtl.aspx?paraM=WCJEVX., Product Approval Method Method I Option D Date Submitted 08/11/2017 Date Validated 08/13/2017 Date Pending FBC Approval 08/15/2017 Date Approved 1011012017 Summary of Products Ft. if Model, Number or Name Description 15332.1 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM 5(3D OXO 145-3/4"x80" NON - REINFORCED Limits of Use Installation instructions Approved for use In HVHZ., No Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure, N/A Evaluation Reports Other, REFER TO APPROVAL DOCUMENT FOR DESIGN FT-15332 R4 AE 5T, PRESSURE RATINGS Created by Independent Third Party: Yes 15332,2 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: Na Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure- N/A Evaluation Reports Other; REFER TO APPROVAL DOCUMENT FOR DESIGN I-LI5332 14 _AT,510805(),pdf PRESSURE RATINGS Created by Independent Third Party: Yes 153323 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED OXO REINFORCED 145-3/4")(96" Limits of Use Installation Instructions Approved for use in HVHZ: No PL1S332 R4, It 08.0,24f3C,pdf Approved for use outside HVHZ: Yes Verified By: Luls Roberto Lomas 62514 Impact Resistant. No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN I'l-15332R4 AE_512960(,.p(Jf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.4 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED OX, XO, XX REINFORCED 96"x96" Limits of Use Installation Instructions Approved for use in HVHZ: Na U_08- 02249C,pdf Approved for use outside HVHZ., Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant. No Created by Independent Third Party: Yes Design Pressurei N/A Evaluation Reports Other. REFER TO APPROVAL DOCUMENT FOR DESIGN FI-15332R4 AIF 5121969(.pd( PRESSURE RATINGS Created by Independent Third Party: Yes 15332.5 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED XXX 143"x96" REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ. No FLI332, R4, IT 0, 9-Q2250(,4)fjf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other., REFER TO APPROVAL DOCUMENT FOR DESIGN Fl-15332 R4-AlE11,51297QQ,p0l` PRESSURE RATINGS Created by Independent Third Party: Yes 1, 5332,6 i SERIES 420 REINFORCED SERIES 420 REINFORCED ALUMINUM SGD OX, XO, XX ALUMINUM SG() 96"x96" Limits of Use Installation Instructions Approved for use In HVHZ. No I tA5332_R4 Approved for use outside HVHZ- Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant, No Created by Independent Third Party: Yes 2 of 4/15/12018, 5:03 PM I Florida Building Code Online https:ilwww.floi-i(tabtiilditig.ot-gll)i-ll)t-_al)l)-,-dtl.aspx?pat-am=vGEVX,., Design Pressure: N/A Evaluation Reports Other; REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS Created by Independent Third Party: Yes 15332.7 SERIES 420 REINFORCED SERIES 420 REINFORCED ALUMINUM SGD OXO 146'x96" ALUMINUM SGD Limits of Use Installation Instructions Approved for use in HVHZ-. No 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 PRESSURE RATINGS Created by Independent Third Party: Yes I5332Z SERIES 430/440 ALUMINUM SGD SERIES 430/440 ALUMINUM SGD XXX 143"xB0" NOW REINFORCED Limits of Use Installation Instructions Approved for use In HVHZ. No fLjj`tJ-1? R4 I "-Qf), Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant, No Created by Independent Third Party: Yes Design Pressure* N/A Evaluation Reports Other REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332, R1 AF 5JQ00Wp(Jf PRESSURE RATINGS j Created by Independent Third Party: Yes 15332.9 SERIES 430/440 REINFORCED SERIES 430/440 REINFORCED ALUMINUM SGD XXX ALUMINUM SGD 143"x96" Limits of Use Installation Instructions Approved for use In HVHZ: No R4 It Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN V1,15332 R4 PRESSURE RATINGS Created by Independent Third Party: Yes Sack: ltiorotl C901,0kt, Us :: 2601NA117 pqQP%' M-- 4,11Z M4, The State of Florida IN an AAjW_0 ao33 sues of mr4a, :: tlrlvacy Statement k&mstillilly Slatcrnent:: fi*(urra 5',lawalont Under Flonda Ia., email addresses are pubk records. ryou do not want your e-mail address released In response to a public -records request, do not send electronic, mail to this entity. historic, contact the bake by phone or by traditional mail. If you have any questions, please contact 8,50.487.1395. °pu;suom to section 455175(1), Florida Statutes, effective Cktobei 1, 2012, kemises kerettl under Chapter 455, F.S. Must provide the Department with an email address it they have one. The ernints provided may be used fnr onkfal commufmotion %vKh the W_'efeea 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 pubhL, to determine f you are a licensee under Chapter 455, F.S., please ckk Product Approval Amepts: nmaFdcl Credit Citd Safe 3 of 3 4/15/2018, 5:03 PM NOTES: I , THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFAC71JRED TO COMPLY WITH REQ01REMENT5 OF THF FLORIDA BUILDING CODE. 1 WOOD FRAMING AND MASONRY OPENING TO BE CESiGNEP AND ANCHORED TO PROPERLY I RANSFER ALL 1-CADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD, 3, 1,X SUCK OVER MASCNRY/CONCRETE IS OPTIONAL, WHERE IX BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4, ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WND LOAD DUPATON FACTOR Cd-1.6 WAS JSEO FOR WOOD ANCHOR CALCULA'DONS, 5. FRAME MATERIAL., EXRUIDED ALUMINUM 6063-T5, 6, UNITS MUST BE GILA,= PER ASTM E1300-04/09 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM a_3ZQWRE3 FOR THIS PRODUCT IN WIND BORNE DEBRIS RECIONS. 5, SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH L-CAD BEARING SHIM. SHIM WHERE SPACE OF 1/16- OR GREATER OCCURS, MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4-, 9. DOOR ASSF-MBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER TNRN ',,0 :_10 NOT REQUIRE WATER INFILTRATION RESISTANCE, OVERHANG RATIO = OVERHANG LENGTH/OVERHANG HEIGHT 70. FOR ANCHORAG INTO WOOD 7RAWNG CR 2X BUCK USE #10 WOOD SCREWS WIl- SUM0ENT 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, LOCA7 ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12, FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11 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 BELOWc A. WOOD - MINIMUM SPECIFIC GRAVITY OF G-0,42 B. CONCRETE MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI, C. MASONRY STRENG-,'H CONFORMANCE TO ASTIR C-90, GRACE N, TYPE 1 (OR GREATER). 0. METAL STRUCTURE: S-_EL 18GA, 33KSI OR ALUMINUM 6063-75 048" THICK MINIMUM 15, APPROVED CONFIGUPA-90NS: OX, XG, XX, XF, PX, )(P, FIX TABLE Of CONTENTS SHEET NO. DESCRIPTION I NOES 2 3 ELEVATIONS 4 10 INSTALLATION DETAILS APPROVED ADDED FIANCE AND -IN WSTALLATION 12/10/13 R.L. REVISED ;NSTALAT;0N DETAILS 08/021/15 R.L. R_PVISED INSTALLAT,10N DE;WLS j 06/2"/17 = R.L. SIGNED: 0612112017 MI WINDOWS AND DOORS LLC 011011111// 650 WEST MARKET STREET GRATZ, PA 17030 p SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" x 96" 11 :;0 4T7AYR Fgrz NOTES7 1 0awk, ram nc REV 08- 02249 is R. LcMC3 P.E. FL NO,: 62514 srxf NTS JDTr 10/30/13 I OF 10 x_ ROBERT-1 LOVAS P F 1* 52 vVC-ODFORD 4Z14- 6_-B-D$OV 96' MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART #3 FOR NUMBER OF LOCATIONS MAX .7' MAX O.C. 5' MAX 17' MAX jj MAX FRAME iL 6' MAX SERIES 420 w. SGD REINFORCED WITHOUT ADAPTER EXTERIOR VIEW IMPACT RATING t35,OPSF NONE SEE CHARTS01 AND V, FOR OTHER UNf7S RATINCS NOTES, MAXlhfUVPA.N&S,ZE:48,7x95' 2. MAXiMLlA4D.L0..4458'x905V' HARDWARE SCHEDULE FLAT MOUNTED HANDLE SET (98-04-145) A-313 314- ON :ENTER FROM PANEL 50-TOM METALLIC TANDEEM ROLLERS A7 EACH END OF PAt4E_ 807, 70M RAILS JMINUM REINFORCENIENT {886A7ALL PANEL IN7ERLCY_JKS 5' MAX RLvl VESCRVIDN OAF APPRO10 A ADDED FLANGE AND FIN INS-ALLATIDN W- VISED INSTALLATION DETAILSfi 08/03/-5 R.L. C REVISED IN S7ALLAT10N0-79LS 05/2-1/'7 R.L. OHA, 177#! WHERE W47-51; 1,14FLI TRATQA RESISTANCE 1-1, REQUIRED. SEE NOTE 9 SHEET I Design pressure char, (p!;* qr* L- Panel and ToW --^ame'AkwP r) 36. D 42,0 48,0 72, 00 4,00 915.00 p- t Aive I Pos Tvev Pos Nv ift 84X 40., N; 5C,P 40,0 457 40,0 42,0 J18. 0 75 1 1 1 48.0 40,0 43,0 394 399,4 92, 0 40G S14 40,0 4-_,4 40,0 40,15 371 37,1, 96, 0 40.0 49.8 40.0 43.1 AS 4 3E4 35.0 c) iAJTl#z W14EAE WATER INFIL IRA PON RES67ANCEIS NOT REQUIRED. SEE NOTE 9 SHEET I Design p--- chap (p-% frame Sdv* Pwtti and Tots[ Frame qwth 30. 0 360 1 42D 48V 60. 0wo 7200 84,00 noo P05 Nag Pos Nag Pos ANW Pos Nag 4. 0 58.4 5&4 149tl50, 9 50-9 45.7 45,7 42,0 42,C 88, 0 a2 55 2 46.0 48,0 43.0 43,0 39A 39A 9ZO 52,1 SZ4 45A 45A 40.6 4,6 371 371 960 1 49 43 1 431 384 384 36,0 350 CHART#3 Number of Anchor 7ocationarequirmi tame Sri Panei and 7ozal Friw VMcfth, fr,) 3&0 42.0 48.0 1"21 72,0 84,0 9&0 H8S Jamb H8S Jamb Has I JvMF" HIS Jamb 84.0 A 6 88.0 4 6 5 6 6 5 6 5 92.0 4 8 Ell SIGNED: 06, 2112017 Ml WINDOWS AND DOORS LLC 650 WEST MARKET STREET 4;, tip GRATZ., PA 17030 p SERIES 420 SGD REINFORCED W17HOUT ADAPTER 96" X 96" ELEVATION SATE OF DNA"; DWC: NO REV 08 NTS 10/ 30/13 J--2 OF 10 L R08FPT0 LOMA$ P.E. WOWFORD PQ NC 27CZ:, Luis R. Lomas F.7 FL No.: 62514 4.-66E-060S V MAX 6' MAX i 17' MAX MAX 7RAVIE HEIGHT 1 S' MAX 96" MAX FRAME WIDTH l) ANCt<R PER -:0CAMON AT HEAD & JAMES SEE CHART #4 FOR NUMBER OF LOCATIONS REQUIREIl 17" MAX SERIES 420 SGD REINFORCED WITHOUT ADAPTER EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING 35, OPSF NONE SEE CHARTS V AMC #2 SHEET 2 FOR OTHER UNITS RA TAGS HARDWARE SCHEDULE FLAT MOUNTED HANDLE SET (99-04-145) AT 38 34- ON CENTER FROM PANEL EC ME-ALLIC TANDEM R(?LLERS (9-17-195).AT EACH. ENC OF PANEL BGMRAILS 16 REINFORCEMENT f5681 AT ALL PANEL INTERLOCKS 6' MAX 2) ANCHORS PER LOCATION AT SILL SEE CHART #4 FOR NUMBER OF LOCATIONS REQUIREO I iv DESCROMON APPROY0 A ADDED FltAN(>t- AND FiN 4N,"ALLATION 12/70/13 R.L. REASED INSTALLATION DETAILS gg 08/ 0.3/-5 R, ILLRCREASEDJUSTAL.APON DETAILS 06/2111-? NOTES: 7. MAXIMUM PANEL SOZ'4811Z-X95' 2 MAXIMUM OL,0:445,2rxX-1v6' CHAPT# 4 Humber of anchor ;ccadQns required Shqle Papal and Total Ling Wldn iv) rafne tieigtttSao 0 3&0 42.0 48.0 720 84.0 "o HAS Jamb] H&S Jamb H&S I.Iamb H# 1JAmb 84. 0 4 6 5 6 5 8 6. 0 4 6 5 6 6 6 szo 4 6 4 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGO REINFORCED WITHOUT ADAPTER 96" x 96" FIN ELEVATION V. L. 08-02249 NTS 1— 10/30/13 1-3 OF 10 L PC-36R7ClL(Aws)"F- SIGNED: 06,2112017 E N,n* TAT 10NAl- n Luis R. Lamas P.E. FL No.: 62514 1/2' MIN. EDGE DISTANCE i MIN. WOOD FIRWING OR 2x 3UCK 8Y OTHERS 1/4- MAX. SHIM, plo WOOD SPACE SCREW 0 WOOD SCREW WOOD FRAMJNG Op 2x 3vCK BY OTHERS EXTERIOR INTERIOR 51 -- 70 BFSET ),N A BED OF APPROVED, SEALANT,' 112' MIN, EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMIN3 OR2XBUCKJNSTALLATIOVV NOTES: I lN7ERJOR AND EX-ERJOR FINISHES, BY OTHERS. NOT SHOWN FOR CLARITY. 2 PERIME'Eg AND JOINT SEALANT RY OTHERS TO BE DES;GNED IN ACCORDANCE W,TH ASTV E2772 AM= FLANGE AND qN N57ALLATION 1:/10/13 R,L fkr-Y,SED INSTALLA-10N DETXLS 06/03/15 j R.L. REIASED INS7AL"'IaN DE-INILS R.L. I I3/8" MIN. 1/4- MAX. EMBEDMENT SHIM SPACE INTERIOR 1 /2' MIN, EDGE D!S7ANCE 10 wooc EXTERIOR' SCREW WOOD FRAMING JAPOSINSTALLATION DETAIL OR 2X SUCK WOOD FRAMiNG OR ZX BOCK iNSTALLA TADN By OTHERS SIGNED: 06121,12017 Mi WINDOWS AND DOORS LLB 650 WEST MARKET STREET GRATZ, FA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96, x 96" FRAME INSTALLATION DETAILS STATE OF V. L. ONAL 11olloo Luis R. Lomas P.E. NTS 10/30/13 s" 4 OF -,0 14V WOOO,ORD PC, hr- 97023 FL No.: 52514 METAL S-RL" IRE BY OTHERS 1/2" M1W EDGE DISTANCE: 1/4" MAX. SHIM SPACE 10 EMS OR SELF DRILUNG SCRCW EXTERIOR INTERIOR SILL TO BE SET IN A k:) OF APPROVED SEALANT IG EMS OR SELF DRILI-ING SCREW METAL STRUCTURE 81 'OTHERS 1/2" MJN, EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE WSTALLATION NOTES; 7, Ai7ER3OR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR '-AQiTY 2 PERIMETER AND JOINT SEALANT BY 07HERS TO BE LIESIONED ;N ACCORDANCE WITH AS7U EV 12 1/2" Mll EDGE DIST) I 110 SMS OR SELF DRIUUNG SCREWS METAL STRUCTURE BY OTHERS A %ADDE.3 ;LANCE AND FIN 04STALLA71014 12/10/13 Ri- REASED WSTALLAT" OE75MIL 06/21/17 jiR'L. I— JAMB INSTALLATION DETAIL METAL STRUCTURE iNSTALLATCN SIGNED: 0612112017 MI WINDOWS AND DOORS LLD 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGO REINFORCED WITHOUT ADAPTER625gq 96" X 96" FRAME INSTALLATION DETAILS o' TAT OF 'i4, DRAW OWG No, V.L OS-02249 so'Lz NTS 1— 10/30/13 1-5 OF 10 RTOLCWSP-E 1432 woorFOR0 RD twSVx4B. Arc 27= Luis R. Lomas F.E. FL No.: 62514434-Ma,OW9 1/2- MIN SEPARATION I 1 1' MIN. EDGE DISTANCE 1 1/4' MIN. 14 EMBEDMENT 4 CONCRETE/ WASONR' 114- MAX, By cn'iERS SHIP SPACE OPTJONAL X SUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEE-1 3/16- TAPCON 3/l6" TAPCON MASONRY CONCRETE Py OTHERS EXTERIOR INTERIOR f— SfLL 70 BE SE7 IN A BED OF APPROVED SEALANT I MIN. EMBEDMENT27/8' MIN 1' MIN, SEPARATION EDGE DISTANCE VERTICAL CROSS SEC77ON O0N-lRE7—.#A4SOARY INSTALLATfODi APPROVM ADDED FONGE AND FN INSTALLATION REVISED iNSTA—Al'*N DETAjLS 08/03/1 5 1 F:L, REeIST, JUSTA-LA.TM BET RL' 1 1/4- MIN, EMBEDMENT 1/4' MAX, SHIM SPACE M 1 N INTERIOR EDGEDISTANCE MIN SEPARATION 3/16- TAPCON EXTERIOR CONCRETE/MASONRY By OTHERS JAMB INS TALLA TION DETAIL COWRETF-§MASO,VRI'INSTAL A7-OV OPTIONAL I X BUCK TO BE PROPERLY SECURED SEE N07E 3 SHEET I NOTES; 1, INTERIOR AND EXTERIOR FINISHES,,-RY OTHERS, NOT SHOWN FOR CLARITY f. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN` ACCORDANCE WITH ASTME21,12 SIGNED: 06;2112017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET L 0 GRATZ , PA 17030 SERIES 420 SGO REINFORCED WITHOUT ADAPTER 96" x 96, FRAME INSTALLATION DETAILS TA75 OF 4c)RtD'-' 08— 022 C 7ONAI.- NTS I— IC/30/13 1-649 OF 10 L R-OeERTOLDWA S PE. 14_ A10,00FOliD RD cEMSVXL--. NC 27 7.nV Luis R. Lomas F.E. FL No.: 62514 1/2- MIN. EDGE: DISTANCE WOOD FRAMING 1 3/8' MIN, OR 2X SUCK EMSEDME14T BY OTHERS 1/4" MAX. SHIM SPACE 10 WOOD SCREWS EXTERIOR I LB U-1 I INTERIOR FO BE SET IN OF TO SFALAN7 I a WOOD SCREW WOOD FRAMING OR 2X SUC' BY OTHER; MIN VENT VERTICAL CROSS SECTION WL;OD FRAMING OR 2X BUCK WSTALL4TION NOTES: NTER7OR AND EXTERIOR FWISNES. EYOTHERS, N07 SHOWN FOR Cl AP;Ty. 2 PERIMETER AND JOINT SEALANTRY OTHERS TORE DESIGNED dNAC-ICFOANCE WITH AS; M E27,72 OE Aa7E APPROVED AMED FLANGE AND FN INS-ALLAT%>N 2/-,0/13 R-L- REVISED 14ST7ALLA710N DEAILS P 5 R.L, REASED INSTALLATION DETAILS 1 318- MIN 114- MAX. EMBEDMENT SHIM SPACE INTERIOR 1/2' MIN, EDGE DISTANCE 11 /1'p SCREWS 'i /A\ 110 WOOD -j EXTERIOR WOOD FRAMING JAMB INSTALLATION DETAIL OR 2X SUCK WOOD FRAWING OR 2X BUCK INSTALLATION BY OTHERS SIGNED' 06121,2017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGO REINFORCED WITHOUT ADAPTER 96" x 96" FLANGE INSTALLATION DETAILS io ;TtAFTE OF 11, -iORI'Dt- x a- *...- OPIUM. PEI 08-02249 c OAIAL Luis R. Lomas P.E. FL Na.: 62514 NTS 4/30/13 1-7 OF 10 14—" WOC= RD L:-WlSVXLE,,VC 71-,23 430-689-060.9 4.7—@kf=aSoe. 112- MIN. EDGE DISTANCE METAL STRUCTURE y O -_ DH-RS flo SMS OR SELF DRILLING SCREW METAL STRUCTURE E' 07`--Ps EXTERIOR 11/2" MIN. EDGE DlS7,ANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION' NOTES: I WTERIOF AND EXTERIOR FINJSHES, BY OTHERS NO- SHOWN FOR CLARiTK Z, PERIMETER AND JOINT SEALANT 8Y OTHERS TO BE OESI':3NED I)VACCORDANCE ff77I ASTM E?l 12 1/4' MAX, SHIM SPACE 10 SMS DR SELF DRILL;N. SCREW INTERIOR L TO BE SET IN BED OF PROVED SEALANT i 1/2" MIN, EDGE 410 SMS OR SELF DRILLING SCREWS METAL S7R)Lr-TJRE BY OTHERS ADDED FANG AND FIN INSTk-LAT40N S 12/10/ 13 Rt-4SED INSTALLATION DETA3'-1 05/03/15 R.L. REVISEE) NSTAL—IAnON DETAILS 006/21/17 R,L, JAMB INSTALLATION DETAIL META, STRXTJRjF INSTALLATION SIGNED: 0612112017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 biSERIES420SGI) REINFORCED WITHOUT ADAPTER 96' x 96, FLANGE INSTALLATION DETAILS g;AT C'F RAW D" NO V.L. 08-02249 C At, Luis R. Lomas P.E. FL No.: 62514 NT S 10/30/13 Is"-rTB OF 10 L. RO&FRTO LOMA-S P,.- 4-- A'-XK FORV RV Lk ATSV, PiO 2'—= 1 =/2` MIN. !" 'MIN, S E-DGEDVS7ANCEFIi T CONCRETE/ MASONRY 1/4' MAX, By OTHERS SHIM SPACE OPTIONAL IX SUCK Ti BE PROPERLY SECURED SEE NOTE 3 SHEET I 3/ 6- TAPC-3N 3116' TAPCON MASONRY/ CONCRETE BY OTHERS EXTERIOP i INTERIOR SILL To BE SET SN A BED OF APPROVE-1 SEALANT 1 1/4" WN, EMBEPMENT 4 Ta 1 2 7/8" MIN.. I" MIN. 1 4'zSEPARATION OiSTANCE VERTICAL CROSS SECTION C4V0RETE.MASOVVRY,'NST,4LLA D'C& APPRINM ADDED F-ANGE AND FIN NSTALLA70N '2/t6J R.L. REIASZO thSTAL.AT R,L. CN DE7,VLS REIASED WSTAL:AICN DE"ALS i O6/27/17 1/4' MIN. EVIBEDMEVT 1/4" MAX, SHIM SPACE NTEWP MIN. EDGE OiSTANCZ M;NCN SEPARA- 3/ 116' -APCON EXTERIOR CONCRE- 7/MASONRY JAMB INSTALLATION DETAIL BY OTHERS CONCRETEVASONRY INSTALLA 77ON OPTIONAL I X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET I NOTES 1, iNTPHCH AND EXTEHAOR FFMSH45S BY OTHERS, NOT SHOWN FOR CLA,4177,' 2 PEAtME TER AND JOW SEALANT BY 0 THERS -30 BE DESIGNED JNACCOHGANCWITH ASTML-2712 SIGNED: 0612112017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGO REINFORCED WITHOUT ADAPTER 5 qi5" x 96" FLANGE INSTALLATION DETAILS 04 TATE OF ',c Z7 ORA": owr rc C 0 R V.L. OB-02249 I 3" T NTS 10/30/13 1-9 OF 10 I -CHEq7C-' VASP,i Luis R.,,Lomas P.E. 14V WOWFORD RD LEWSVXLE, NC Z,7CO 134-6$ 6-0609 A=-s@ bwpox— FL IN .: 62514 WOOD FRAMING By OTHERS 1/4* MAX SHIM SPACE 1 1/4" 1IJj MIN, EMBEDMENT APPROVED SEALANT BEHIND FIN 8 WOOD SCREW 7/16" MIN EDGE DISTANCE APPROVED BEHIND FIN 8 WOOD SCREW 7/1, 6' MIN j EDGE DISTANCE EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BOCK INS TALLATJOAl 1 V4, MIN. EMBEDMENT DESCRO'" WE APPRUVO A AMM F-ANa-E ANO FIN INSTNIA71ON 12/1 c"I., 3 P"- AnO,N DETAILS i 08/'03/15 R,L, c RVASEV INSTALLATION DETAILS j 06/21/17 R.L. 1 5/8- MIN EDGE DST, TRIMM 1/4- MIN. INTERIOR I EMBEDMENT MASONRY/CONCRETE IRSByOTHERST' lX BUCK BY OTHERS, HOOK. STRIP lX BUCK 70 BE PROPERLY SECURED EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION MAS0NPY1CCWCRE-E 1/2' MIN. METAL STRUCTURE EDGE BY OTHERS 112- MIN, DIEDGE DISTANCE TRIM INTERIOR 1/ 4- MAX, 1 3/5- MIN, I SHIM SPACE EMBEDMENT WOOD FRAMING BY OTHERS INTERIOR TRIM INTERIOR VERTICAL CROSS SECTION WOOD FRAMfNC- OR 2X BUCK VVS'rALLA77O14 FORSILL lNS7A-lLAnON SEE SHEr-TS4-J HOOK STRIP IF 10SELF DR'LJNG NOOK STRIP SCREW f1c) WOOD PANEL SCREW EXTERIOR INTERLOCK PANEL INTERLOCK EXTERIOR HOOKSTRIP INS TALLA TION MtIAL SIHUCfURE HOOK STRIP INSTALLATION SIGNED: 06121120 17 2X BUY KWOOD FRAMNG Ml WINDOWS ANDKET DOORS TLLC N" - P.• L 0 "/ 650 WESTMARSTREEJfiGRATZ, PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 0 51 NAILFIN & HOOK IMSTALLA71ON DETAILS OF Z NOTES. A(7EUOR AND EXTERIOP FINSHES, BY OTHERS. NOT Si-,--Wh FO-3 CLARITY 802249 O)VAL Y.L., - 2PERJVETERAND JO)N-; SEAL;Ati-, 9 Y OTliERS TO BE s"' N7S IT-' OF 10 DESP3ALID IN ACCORDAN, CE WtTH ASTM Z2'1 1r2 143' WDOOFORP RD L-IWASVXLE, AC 2702,- Luis R. Lomas P.E. L No.: 62514 Florida Building Code Wine t ttps://www,floridabuildiiig.org/pr/pr,app dtI.aspx?pararn=wGEVX... Fg)dur,6;iopyal Mew , F,vdkkdQ( L( I Application Detail rL # FLI5279-R5 Application Type Revision Code Version 2017 Application Status Approved Comments reapply 11128117 Archived Product Manufacturer Clopay Building Products Company Address/Phone/Email 8585 Duke Blvd, Mason, OH 45040 513) 770-0062 mwesterfield@clopay.com Authorized Signature Scott Hamilton shamilton0clopay.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Door's Subcategory Sectional Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency Intertek Testing Services NA, Inc. Validated By Gary Pfuehler Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) SUU111AN YAM ANSIJDASMA 108 2005 ANSI/DASMA 1.15 2005 ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect F(ItiN_20170609 FUIC DASMA 10t1 equly.pdf FOC DASMA 115 equiv.pdf I of 7 4/15/2018, 5:17 NO t1orida Building Code Online https://www.floridabitildit)g.org/pr/l)r-,_app dt1.asp0param=zwGEVX., Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method I Option A 08/10/2017 11/29/2017 12/05/2017 Summary of Products Go to Page 0 FL # Model, Number or Name 15279.1 001 W3-09 DSIC-1A171: 2050, 64, 65, 62G, 62LG, 64G, SDP38, SFL38, SRP38, 134, 135, 136, 6130, 6131, 6133 Lim" of Use Approved for use in HVHZ; No Approved for use outside KWfZ, Yes Impact Resistant; N/A Design Pressure. +20 FISF/-20 PST Other. The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the Impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 15279.2 002 W3-09 DSIF-IA471: GDISP, GRISP, GDILP, GRILP, ARISP, ARILP, EDISP, EDILP, 4132, 2132, 6132, SFC38, MFC38 Limits of Use Approved for use in HVHZ-. No Approved for use outside HVHZ. Yes Impact Resistant: N/A Design Pressure. +20 PSF/-21 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 15279.3 003 W3-09 DSILI-IA171: 9130, 9131, 9133, kIDPI3, HDPFI3, fiDPLI3, 7130, 7131, 7133, 8130, 8131, 8133 Limits of Use Approved for use in HVHZ. No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure. +20 PSF/-20 PSF Other. The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 15279.4 40 0 Pagel/8 (01 0 Description 1-3/8" Double -skin Insulated EPS (exterior skin 27 ga. min,; interior skin 29 ga, min,) Single -Car (up to 9'0" wide) WINDCODEO W3 Garage Door Certification Agency Certificate M V, 79 - 14,5--Q-'rAC 'I'tti(termikh proof gf cpntra(.A' and proof of in5,pe(,t*n,Pdf FIL1.5271) 'AC W3j,i,,1tio0 [Aerte _ -(, 11 KpOf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FLI 52'/9 95 It , jQIb,55 - Kpyt Verified by; Intertek Testing Services NA, Inc, Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Gallery/Ari:ist,ry/Expressions: 1-3/8" Double -skin Insulated EPS (exterior skirt 27 ga. min.; interior skin 27 ga. min.) Single -Car (up to 9'0' wide) WINDCODEO W3 Garage Door Certification Agency Certificate FLI 5,09 R5 (,,'. (,A(,,' OAte'l yol;(l pt-qQf of ('wtro'(3 "-vO o pof of Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FI_151,79 K5 it 10952 Rey0t'pd( Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Double -skin Insulated PUR (exterior skin 27 ga. min.; interior skin 27 ga. min.) Single -Car (LIP to 9'0' wide) WINDCODE(R) W3 Garage Door Certification Agency Certificate HA ct on(i trtcwithproofofcontia Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions Verified By: Intertek'festing Services NA, Inc. Created by Independent Third Party; Evaluation Reports Created by Independent Third Party: 004 W3-16 DSIE-IA171: 2050, 1-3/8" Double -skin Insulated EPS (exterior skin 27 ga. min.; 2051, 2053, 4050, 4051, 4053, 62, Interior skin 29 ga, ruin.) Double -Car (92" to 16'0" wide) 64, 65, 62G, 62t-G, 646, SDP38, WINDCODe®R W3 Garage Door SFL38, SRP38, 134, 135, 136, 6130, 6131, 6133 2 of 7 4/15/2018, 5:17 PM Florida Building Code Online littps://www.floridabuilding.org/pt'/pr_appjti.aspx?parani=w(,-vx,., Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL15279_K5 with proof of cC ptrw;t and prOof Approved for use outside HVHZ: Yes of, lnspe(11ijp.pdf Impact Resistant. N/A FL15279 ... 95,_,C...QAC_ YY3,_I_isUng__InterLek.pdf Design Pressure. +20 P$F/-?t 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, IQW20-Rev1.3,pOf 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: 15279.5 005 W3-16 DSIF-IMM GDISP, GRISR GDILP, GRILP, ARISP, ARILP, EDISP, EDILP, 4132, 2132, 6132, ' WC38, MFC38 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ. Yes Impact Resistant: N/A Design Presquire: +20 PSF/-21 PSF Other, The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debt -is regions (ref 1609.1.4 FBC). 15279.6 006 W3-16 DSIU-1A171: 9130, 9131, 9133, HDPI3, HDPFI.3, liDPI-13, 7130, 7131, 7133, 8130, 8131, 8133 Limits of Use Approved for use in HVHZ. No Approved for use outside HVHZ* Yes Impact Resistant: N/A Design Pressure, +20 PSF/-21 PSF Other- The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for, windborne debris regions (ref 1609,1.4 FBC). 152793 Gallery/Artistry/Expressions: U 3/8" Double -skin Insulated EPS (exterior skin 27 ga. min.; interior skin 27 ga. r*nln,) Double -Car (97' up to Wo' wide) WINDCODE@ W3 Garage Door Certification Agency Certificate F1.15279 R5 C (AC Letter with tam<)f of contract and pt'oof of inspection,pdf R5C C7A%_N,113 fJs1,Jnq_InLevkek.prJf 1 Quality Assurance Contract Expiration Date 05/21/2028 Installation instructions FLI,5279 R5 It 104026-RevI[II.Prif i Verified By: Intertek Testing Services NA, Inc, Created by Independent Third Party: Evaluation Reports Created by independent Third Party: Double -skin Insulated PUR (exterior skin 27 ga. min.; interior skin 27 ga. min.) Double -Car (9'2' to Wit" wide) WINDCODFt W3 Garage Door Certification Agency Certificate FI-15279 R5 C, QAC, qQntr,1Cf 1110 proof I. of insp ion.pdf fLI5?79_K5 C,,(:AC W3 Ustinq triterto<,pdf 1 Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FI,15279 Rx It j04l(8-Re\fQj,j,,x1f Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: i 007 W3-16 PAN-21`153: 73, 1500, Steel Pan (min, 25 ga.) Double -Car (97" to 16'0' wide) 75, 190, 84A, 94, 42, 48, 55, 42B, WINDCODE,,P) W3 Garage Door 48B, 55S, 4RST, 6RST, 4RSE, 6RSF Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant. N/A Design Pressure: +20 PSF/-21 PSF Other, The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the Impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). Certification Agency Certificate 1 0FLIW79Wi_,,CW, ,CACLettcrWithproofOf ,Pn t10 IDOI, F OfFLI5279 R5, C CAC W3 1-Ming Intertek,pdf Quality Assurance Contract Expiration Date 05/21/ 2028 Installation Instructions Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party; Evaluation Reports Created by Independent Third Party: 15279.8 008 W4-09 DSIE-11`171: 4300, 2" Double -skin Insulated EPS (exterior skin 27 ga. min.; 4301, 4310, 4400, 4401, HOG, interior skin V ga. min.) Single -Car (up to 9'0" wide) HDGL, HOGE, 66, 66G, 67, 67G, 68, WINDCOOE* W4 Garage Door SP200, SF200, SE200, 6200, 6201, 6203 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FLIS179 R5, C (AC, Letter with ptoof of cot'Wict and Proor Approved for use outside HVHZ. Yes of fiispecuon,pdf Impact Resistant: No FLIS27CI R5 C CAC W4 l_it1ngjrti:ertek.pdf Design Pressure., + 28 PSF/-29 PSF Quality Assurance Contract Expiration Date Other, The OPTIONAL glazing available for this product 05121/2028 3 of 7 4/15/2018, 5:17 I'M Florida Building Code Online https://www.t'loridabuilditig.oi-g/pr/l)rl-app__dti.aspx' param=wCjEVX.. meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FL15Z79 RS 11 101G52-B-Revtt.pdf windborne debris regions. The product without glazing DOES Verified by: Intertek Jesting Services NA, Inc. comply with the impact resistant requirement for windborne Created by Independent Third Party: debris regions (ref 1609.1.4 FBQ. Evaluation Reports Created by Independent Third Party; 15279,9 009 W4-09 DSIE-IF471: GO25P, Gallery/Artistry/Expressions: 2" Double -skin Insulated FPS GR25P, GD2LP, G1121-1), AR2SP, exterior, skin 27 ga, min.; interior skin 2/ ga. ruin.) Single- AR21-P, FD2SP, ED21-14, 4302, HDGC, Car (up to 9'0" wide) WINDCODECP) W4 Garage Door 6202, ',>FC68, MFC68 Limits of Use , Approved for use In HVHZ: No Approved for use outside HVHZ, Yes Impact Resistant, No Design Pressure: +28 PSFI-29 PSF Other: The standard glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. 1 15279.10 Certification Agency Certificate K15479 K5 C W, Latter with pr9of of contract and frQQf 9f!n5pffjjpn,,p If W4 Usting Inteilek,pcif Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions ljj$/9 R5 h ReV02,odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party; Evaluation Reports Created by Independent. Third Party; 010 W4-09 DSIU-IF171: 9200, 1 Double -skin Insulated NUR (exterior skin 27 ga. min.; 9201, 9203, HDP20, HDPF20, interior skin 27 ga. 1`11111,) Single -Car (up to 9'0" Wide) HDPL20, 1200, 7201, 7203, 8200, 4 WINDCODU(r W4 Garage Door 8201,8203 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +28 PSF/-29 PSF Othen The OPTIONAL glazing available for this product meets the wind load requirements of (tie building code but DOES NOT meet the Impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609,1 A FBC). Certification Agency Certificate fL1509 K5 Q, (AC- Wtter with proof of contract and pipq( of ir"weMo.n.pot Ft 1, 1,11, 5?,79 -- R,!5-C- C?k( W4, Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions fl-15279 R,5 It 104W'3-Rev0j,pof Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279AI 011 W4-09 DSIUO-IK479: Canyon Double Skin Insulated PUR (exterior skin 27 ga. min.; Ridge/BrookSLone interior skin 27ga, min.) with Overlay Single -Car (up to 9'0" wide) WINDCODEC W4 Garage Door Limits of Use Certification Agency Certificate Approved for use in HVHZ,. No FI75-1179 Approved for use outside HVHZ: Yes of lowW01,01' Impact Resistant. N/A FLI 5_179 R5 S' , (,,A(,, W4 Wsting InterteK,01f 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 Ftj 5279--R5---Il d 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 160 IA FBC). Evaluation Reports Created by Independent Third Party: 15279.12 012 W4-09 PAN-2FI51: 73, 1500, Steel Pan (min. 25 ga,) Single -Cal- (Lip to 9'0" wide) 75, 190, 84A, 94, 76, 42, 48, 55, WINDCODEV W4 Garage Door 428, 488, 55S, 4RST, 6RST, 4RSF, 6RSF, 2RST, GD5S, GD55V, GR55, GR5SV, AR55, AR5SV, EMS, ED5SV Limits of Use Approved for use in HVHZ; No Approved for use outside HVHZ. Yes Impact Resistant. No Design Pressure: +25 PSF/-32 PSF Other; The standard glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the Impact resistant requirement for windborne debris regions. Certification Agency Certificate FL15279 R5- C CAC Letter wid prpcj c)f Millroct, ood proof of FLI`279_ R5 4 J g f7W Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions 300159-13-Rev,16,pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 4 of 7 4/15/2018, 5:17 PM Florida Building Code Online htips://www.floridabuildiiig.org/pr/pr_app__dti.aspx?parani=wGEVX... 19279.13 013 W4-09 PAN-21`441; G4S, GS4, Gal lery/Artistry/Expressions: Steel Pan (min. 24 ga.) Single- G4L, GI-4, GD4S, GDAIL, GR4S, Car (up to 9'0" wide) WINDCODE@ W4 Garage Door GR4L, G4SV, GS4V, G4L.V, GL4V, GD4SV, Gl,)4LV, GR4SV, GR4LV, E4S, E4L, ED4S, FD41_, F4SV, E4LV, ED4SV, ED4LV, SS4, SL4, AR4S, AR4L, SS4V, SIAV, AR4SV, AR4LV Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL15279T,5 Q_CAQ__LQ_.Uer wikh proof of contract and proof Approved for use outside HVHZ, Yes of inspection,pcif Impact Resistant: No jptqttpF1,15279,R5 __CAC W4 Listing k.,pdf Design Pressure: +25 PSF/-32 PSF Quality Assurance Contract Expiration Date Other: The standard glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the Impact resistant requirement for windborne debris regions. Verified By: Intertek Testing Services NA, Inc, Created by Independent 'Third Party: Evaluation Reports Created by Independent Third Party: 15279.14 1014 W4-09 SPO-21`449: Grand Steel Pan (min. 24 ga.) with Overlay Single -Car (up to Harbor, Stone Manor 9'0"wide) WINDCODE@ W4 Garage Door Limits of Use Certification Agency Certificate Approved for use in Hwm, No FL15279__R5,C CAC_Letter with proof of contract and pr ()of Approved for use outside HVHZ: Yes of Inspequon.pof Impact Resistant: N/A F1,15279 R5_C_CAC W4 Listing InLeftek,pdf Design Pressure: 1,25 PSF/-32 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 FL,15279-- R5 --- 1I,,LQ,,1,549,-Kev06,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 FOC), Evaluation Reports Created by Independent Third Party: 152/9J5 015 W4-16 OSIC-IF171: 4300, 2" Double skm Insulated EPS (exterior skin 27 ga. min.; 4301, 4310, 4400, 4401, IIDG, interior skin 27 ga, min.) Double -Car (97' to 16'0" wide) HOGL, HDGF, 66, 66G, 67, 67G, 68, WINDCODE@ W4 Garage Door SP200, SF200, SE200, 6200, 6701, 6203 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 R5._C. CAC Letter with proof Pfcontract and proof Approved for use outside HVHZ: Yes of inspect1wTicif Impact Resistant: No FL15279 R5_C_CAC,_W4_.Li5t1n9 lnLeqqk,pdf Design pressure; +25.5 PSr/-25,5 PSF Quality Assurance Contract Expiration Date Other: The standard glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the, impact resistant requirement for I-1,15219,R5. 11_1 windborne debris regions. Verified BY: Intertek'Ibsting Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279_16 016 W4.16 DSIE-IF471: GD2SP, Gallery/Artistry/Expressions: 2" Double -skin Insulated EPS GR25P, GD2LP, GR2LP, AR25P, exterior skin 27 ga, min.; Interior skin 27 ga. min.) Double- AR2LP, ED2SP, FD21.P, 430, HDGC, j Car (9'2" up to IWO" wide) WINDCODE* W4 Garage Door 6202, SFC68, MFC68 Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL15279 R5 C CAC Letter with proof of contract and proof Approved for use outside HVHZ: Yes of inspecL1!on,pdf Impact Resistant, No FL15279R5,.C. CAC_W4. Li$tIng, jntertek.lpdf Design Pressure: +25.5 PSF/-25.5 PSF Quality Assurance Contract Expiration Date Other; The standard glazing available for this product 05/21/2028 meets the wind load requirements of the building code but 1 Installation Instructions DOES NOT meet the impact resistant requirement for FL15279 RS 11 104Q29-6-Pev03.pdf windborne debris regions. i Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party; Evaluation Reports Created by Independent Third Party: 15279.17 017 W4-t6 DSlEO-IF479: Double Skin Insulated EPS (exterior skin 27 ga. min.; Interior Coachrrian/Settlers/AffmiLy skin 279a. min.) with Overlay Double -Car (up to IWO" wide) WINDCODE@ W4 Garage Door 5 ol`7 4/ 15/2018, 5:17 I'M 1,1orida Fluilding Code Online https://www.flat•idabuilditig.org/pr/pr_app_dti.aspx`7paranl=wG Limits of Use Certification Agency Certificate Approved for use in HVHZ: No Ft_15279 - R5 C... CACIJ,etler With proof of cqrjtrolj, qno proof Approved for use outside HVHZ. Yes Impact Resistant; N/A FIL I 5Z!9 K,5 (;;__CAS _W4 Design Pressure. +25 PSF/-25 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 F1 15279 R511_103046-RevQ7.pd* windborne debris regions. The product without glazing DOES Verified By: Intertek 'resting Services NA, Inc. comply with the impact resistant requirement for windborne Created by Independent Third Party: debris regions (ref 1609.1,4 F13C). Evaluation Reports Created by Independent Third Party: 15279.18 018 W4-16 DSIU-IFI.71: 9200, Double -skin Insulated PUR (exterior skin 27 ga. min.; 9201, 9203, HDP20, HDPF20, interior skin 27 ga. min.) Double -Car (97' to 160" wide) HDPL20, 7200, 7201, 7203, 8200, WINDCODE4 W4 Garage Door 8201,8203 Limits of Use Certification Agency Certificate Approved for use In HVHZ: No 1`111509, R5 Q QAC LQttQr with propt of contra+',,l, and proof Approved for use outside HVHZ: Yes of inspection,pdlf Impact Resistant; NIA 1`1_15779 R5 (' CAC W4 lisung Intertek,pdf Design Pressure: +25.5 PSF/-25.5 PSF Quality Assurance Contract Expiration Date Other, The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but: Installation Instructions DOES NOT meet the impact resistant requirement for LIV79 R5,11 194L09-R(^YQI,L?0f windborne debris regions. The product without glazing DOES 1 Verified fly: Intertek Testing Services NA, Inc. comply with (tie impact resistant requirement for windborne i Created by independent Third Party: debris regions (ref 1609.1.4 FBC). I Evaluation Reports Created by Independent Third Party: 15279.19 019 W4-16 DSIUO-IK479; Canyon Double Skin Insulated PUR (exterior skin 27 ga, min.; Ridge/ Brookstone interior skin 27ga. min.) with Overlay Double -Car (9'2" to 16'0" wide) WINDCODEO W4 Garage Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No I'Ll 5279RS Q1,CAC1 Letter with prqqf of cpi iti act and proof Approved for use outside HVHZ: Yes of ir*pe(:tlQn'P0f Impact Resistant; N/A F1 Ii279 R5 C CAC W4 Design Pressure: +25.5 PSF/-25,5 PSF Quality Assurance Contract Expiration Date Other. The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation instructions DOES NOT meet the impact resistant requirement for FLIAZ79,, R5, jL,1044157-1R1qv0121.pdf windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc, comply with the irnpact resistant: requirement for windborne Created by Independent Third Party: debris region,-, (ref 1609.1,4 F6C)L Evaluation Reports Created by Independent Third Party; 152/9.20 020 W4-16 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, 4R5T, WINDCODF%) W4 Garage Door 6115T, 4RSF, 6RSF, GDSS, GD55V, GR55, GR5SV, ARSS, AR55V, FD5S, FD55V Limits of Use Approved for use in HVHZ; No Approved for use outside HVHZ- Yes Impact Resistant. No Design Pressure. +24 PSF/-24.5 PSF Other; The standard glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirerneriL for windborne debris regions, Go to Page The StAle of Fkirido is a(, AAJEE0 employer. c9iry, W2097_ 011 %Ot- Certification Agency Certificate F[15,M R5 Q CAQ_Letler with pfool' of c ntraGt arto, L}FQV of iw",P 4tion2pdf F115,79 Ra Q Q,C, W4 1,t5ting Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions 0 ftYt5.pdf Verified By: Intertek Testing Services NA, Inc, Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 4) 0 Page I / 8 * 0 under Honda law, arriad addresses are Public records, If you do not want your e-mail address naleased to response to a pubItc-recatils (eqUeSL, du not Set1d eleCtMniC 6 of 7 4! 15/2018, 5:17 PM Florida Building Code Online littps://www,floridabuilding.org/pr/pr,app_,dti.aspx?parani=wGEVX... mail to this entity. Instead, contact the ofte by phone,, or by tracitional mail. If you have any questions, please contact $50,487,1395. "Purswant to Section 455275 (1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapaer455, F.S. must provide the Department with an emall address K they have one. The emalls provided may be used for official communication with the licensee. However email addresses are puW record. If you do not wish to Supply a personal address, please provide the Department with an email address whkh can be. made available to the Public. To detennine, & you are a W-erisep under Chapter 416, PS,, please click beM , PrO4[4" IUApproval Aompts: MFOF n Credit Card Safe 7 of 7 4/15/2018, 5:17 I'M 2" WTN SHE£7 I OF 2 r I OPTICNk CLAZM MAY SE STANDARD OR WACT 5 rA1e¢; CANT GLAUNG. SEE SECTION 8-8 FOR OCTAMAXSX. StMiMRD SIZE IS 42-5/2'x16' IMPACT 4180F9YOC 6ME4 $6 TABLE f0R DAY), ATG10[D R)c.+.-tx • r— RESISTANT CLAZtNC 15 t PR18N T1D Y-8N4S 0ME OI REiR WrS°GNDII, I, ET) d i f B, VM aemx' arom aNNm-wNE: •rAKro NWIN' DADA! RW'!V-PM 4 ALSO -*D%S1 K Ysa'A 5 r BOKxra s e o. ran rN.ftB La n."iK MebLA . ev t• s- A L OPAOMit WASH TARO LOCK PaIfAN DOOR AM- - a.,-w SEE SHEET TWO FOR IMPACT RESISTANT CONSTRUCTION, DETAIL "A" AND STANDARD CONSTRUCT DETAIL "B`, TRACK AND JAMB DETAILS. GATE A=RPTIDO w AM D E%iVM NW47S, CDMBKM V-D$ ', "MAIM, AND KEY WN AE 1w ACiDF9 My% 428. 40, M AM D M/M 4F i AOi1&p CJMM" iLMCC &WM ODORS i.9'Pm MDOO. TABLE. 3 RMA= AM W-M TABLE MR-SCO-10. E 6 trl MM Ei0 BStB A)1At)aD YD DOM Miin AASDOT.D 100-i-i.00 SMIN 00K. W70N ! omm V1NDDocLDSwlB ».°.. $"oi J awe Ata ,..Ku SHIP LAP JONIS.- 1# DENSnY POLYSTYRENE FOAM WSULATION 1-5/16' TNICK WRH VxfL HAIRCELL --^' BM" (INSULATED MODELS OtLr 25 CA MMi. GALV. STEEL SK64 WITH A BAKED -ON PRIMER, AND A BAKED -ON POLYESTER TOP COAT APPLIED TT) BOTH SIDES OF STEEL SKIN. xMs asR NR4 oR aroma A6 tar.>t uKSA ANi M an Ws 0 9txn¢ sm8+ 18Dr M pf. ip tbC R9MM NWMC 0Nx OA AC YIAdMKpY. naLwc fi0t isA.6o a a In Asm-.m wK sc rwoaw wcmtw L) tcatn NINA4s !/ WNi MV Y O M ALRDMCS TAD i41K. L MD q ]p0c B AccuNM6F Rsi,.A NA y o i MN' NOC AlA4 AKMIWX fAt RF-O@!C CILQilQWib Pt A OYNA44 4QiN1 AAORSAM.t Ma areA o i+o i ui vs fx ea ne L S.D ALA A{ A0 ) PAN-20113paYMIT,? C: i j3/97 cm ENDBEER: M" AESIEWMZ, RE 85 DUKE BLVD, Building Products 85MAsaH. 0H Zs 46 DRAVN at.. JAc 513) no-4WCompanyy'L 191513 uKDor Nen RignM RasmaAt tl$CCE£ 8r' M!'" 3' TALL U-BAR S£Q{Ok A -A f'+=3u xAE»'1 20 " CALV. STEEL. MIN, YE)LD STRENCTH; 50 KS! i 2' THICK ._.. 3' I 7fR i 12 CA CALM. STEEL 'TOP ROLLER BRACKET EACH BRACKET AS]4:r, TJ 7AL14) ffT #:FEM. SH 'i 1 'Ai 14 GA GAIN, ROLLER NOCE. EACH IRNIM FASTENED TO END STILES WITH (4) #t4w3/8' SHE- METAL SCF AND (4) 1/4'x3/4' SEV TAPPING SCREWS. SEE VIEW `c'. 3' TAIL K 20 CA CALV. STEEI. U-SARS IN A 2-1-2-1 PATTERN (i.E. TWO U-BNi5 ON BOTTOM SECTiOM, U-BAR ON NEXT SECTION. ETC,), EACH U-BAR ATTACHED WTSti (2) 1/4'K3J4' SELF TAPPING SCREWS PER SETTLE LOCATION. 13 GA CALV. STEEL BOTTOM BRACKET. ATTACHED WPTH (2) 114K5/8' SHEET METAL SCREWS. A_UMVIUM EXTRUSION h VINYL WEATXERSTRIP DES4N LOADS: t24.D PSF k -24.5 PSF TEST LOADS: +36.0 PSF 4 -37.0 PSF 119+N.848 wm K ARR Sm W 4 18'0"W x 18'0'H cscxR+rto-. CLASSIC AND CH RP STEEL PAN DOUBLE -CAR, 15'W +24/-24.5 PSF BRAI3TM(' MR19FR VEL 101711 dBi vw 1 Vlw M, IVe 77 TO W K34", 2LaMLJ3LJAma.= m saus 2, Wam x= 2— 041.67C1• Mvm > Max r: W m rr mam M" m w =,JIM w I' UCDM am- MAI ,42I = lA -RiiMTL 'W50M M 0 owmm Mum IT- W, OA um 00 WLE MLO. tUPACT RESISTANT =. ADETIMLS SECTION 8-6 JIMPACT-ffZ=69 9AZKJOPT ' cA ST= R11 ASSE145LY no I , _,;I:S SELMON S-3 (NO N-1UPACT RESISTANT- GLAIM OPTI MAW_ GLAZW UK WUWM FM my 5mm J 20 Wo. MW Zz. AFIMM xs mes9a n amaww, MCJW TK Dow . y #A ..IWS ME WHO UMV REMR093" 0, IM RMM MRAM C= ot foulwax0q. Agg" amm xvwm it f9cim). SHEET 2 OF 2 jj YAW Mn, W. S1FR TM" "m , m mix (4) I Al7rXIM SW mx SOM i.) ow sw WNW Saa1n. sm s. o.cm q0 a MYAPOMIfY a1m aAiiF3R e1RusAc awis 3vA Ria Laws UBm pi IK D— N, WmoexCawViamn A&QVI THE DOOR OPE!" 000 NOT AFFECT THE VAND LOAD RATM OF rQ$ DOOR. NORRON. m flA'pORf W a" 05TALUR M SUV)j L4R TDP 9RAtKET DOUBLE HORaWAL T—WOGLAG smww TPACK OOLM, la"', TM 2- 1/2-02 Sim Tw" WACKET wvcmS sm a"'m m gww Spam cowimowm S.." " M V= A SPACM Wlvm CO— L, 'Ac MR WOM Wft f W- DMGX t., DW&, +2440 PSF do PSF O -SF TEST LOAM _ P5F k -37,0 MPC: PAN- 2F!53 TOLD" DATE, W clepay 1/3/97 2""IPTIDM CLASSIC AND CH RP S7M PAN g Products OH Guildin W, WAM F, 'JAC DOU&Z-CAR, 16'W +24/-24.5 PSF m*m Com 4any ( 113) 770--4aW alem: If, RAVM MMM B101711 mwwB IscJklL c 3275- Florida Building Code Online https://www.floridkibuilding.oi-g/pr/pr,._app_dti.aspx?paraiii---wCjLVX... 505 Horne Log In User Registration Hot'toptcx Submit Surcharge Stats & Facts PvtikkatiDns FRC Staff BUS Site Map Links Search Product Approval0USER: Public, U rdb F'1"Ow't Pjqdqt ill 5f lr'n AP, 'G.U." Detail 0 11 4, 111 FIL # FI,17499-R3 Application Type Revision Code Version 2017 Application Status Approved Approved by DBPR, Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer- Address/ Phone/Email Authorized Signature Technical Representative Address/ Phorte/Ernaii Quality Assurance Representative Address/ Phone/Fmail Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method MI Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 t) sitlinger@;Yiiwd.com Brent Sithriger tisidinger( q)triwd,com Windows Single Hung Certification Mark or Listing American Architectural Manufacturers Association Steven M. Urich, PE Validation Checklist - Hardcopy Received gandAnd AAMA 506 AAMA/ WDMA/CSA 101/1,5.2/A440 AAMA/ WDMA/CSA 101/1.5.2/A440 Method I Option A Year 2011 2008 2011 1 ol`4 4/13/2018, 7:05 AM Florida Building Code Online 11ttps://www,tlorit,i,,tbtjilditig,orb/pi-/pr,--app__dtl.aspx?param=wGEVX,., Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products FL # Model, Number or Name 17499.1 185 SH 01/15/2018 01/15/2018 01/21/2018 Limits of Use Approved for use in HVHZ. No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: 1 55/-55 Other. R-PG55*, Missile Level D, Wind Zone 3. Glass to be bedded In Pecora 896 sealant. 174W2 185 SH Limits of Use Approved for use in HVHZ. No Approved for use outside HVHZ. Yes Impact Resistant- No Design Pressure: -4-60/-60 Other: R-PG60 174993 185 SH Limits of Use Approved for use in HVHZ. No Approved for use outside HVHZ: Yes Impact Resistant; No Design Pressure: +60/-6() Other: R-PGGO* 17499A 185 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ. Yes Impact Resistant: No Design Pressure: 4 60/-67 Other: R-PG60* Description Fin/Flange Frame IG/SG Impact Single Hung Certification Agency Certificate FIA,74fit-,RJC'. CP C_Mt Windows "- 1,8fl (Fin)5 So) Impact 4).Pdf FLI 7499, R3,,,C CAC MI Waidows 185 1,H (Fin) linpact (5) Done,puf FLI 1499 R3 C. CAC MI -Y^ndows - 185 SH'(Flarige) InipaQt 0),.Pof rLI 1499, R3_C (AC, M1 W4idovvs - 185 SH (Flange) hripact jfl pdf Quality Assurance Contract Expiration Date 10/17/2018 Installation Instructions FL17499 R3 II 08,02545Rpdf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party; Yes Evaluation Reports F,1-17499, R3 AF 51332113-3,pdf Created by independent Third Party: Yes 52x72 Fin/Flange Frame JG/SG Single Hung Laminated Glass Certification Agency Certificate 1-0/499 R3 ( CAC AVC(13361)FI/26,01,-109 47 RQ 185 SH(FLG wawer),pdi Ft 17499 R3 (7 CAC MI Windows 185 SH (Fin) (11).pdf FI-1 7499, R3 CAC, Mt Windows_" 135 SH (Fin) (12),pdf 171,17499 R ' 3 C (-AC,,,Ml Windows,, IkI5 `:Irf (Flinge) IQ).pdf Quality Assurance Contract Expiration Date 10/08R016 Installation Instructions FI-1/499 RJ 11 08 0)549[j.pd( Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FLI 7499R3, AF, 51332713 4.pdf Created by Independent Third Party: Yes 136x84 Fin/Flange Frame IG/SG Single Hung Laminated Glass I Certification Agency Certificate FI-17499,-R3 C CAC APC(13 63)E1729.01-109 41 RO 185 511 (f`LG warver 11,17499 P,3,C (.,4C_-M1 Windows 185 SH (Fin) (13).fidf FLI 7499, R3 C CAC_ F11 Windows_- 1h5 SH (Fin) (14).pOr FL17499 R3,, CCAC_F1I Windows - 185 SII (Flarg 11,) . por Quality Assurance Contract Expiration Date 10/17/2018 Installation Instructions FL! ,1-199_113 It ()8 02550[3,p(if Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports Fi 17499 R3 AF 51332W,-h,pdf Created by Independent 'Third Party: Yes 36x71Fin, Finless, Flange Frarne IG Single Hung Certification Agency Certificate FL, 17,199 IQ C (.ACAPU H0401,0I - 109-47- RO 185 51l'-f 042522).pdr Quality Assurance Contract Expiration Date 04/25/ 202Z Installation Instructions 2 of' 4 4/13/2018, 7:05 AM Florida autilding Code Online littps://www.floridabtiilditig.orglpi-II)rl,"app__dti.aspx?pai-,ttn=wGEVX.., 17499.5 185 SH Limits of Use Approved for use in HVHZ. No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure, 4-55/-55 Other: R-PG55, Missile Level D, Wind Zone 3. Glass to be bedded in Pecora 896 sealant, 17499,6 185 SH Limits of Use Approved for use in HVHZ. No Approved for use outside HVHZ; Yes Impact Resistant: No Design Pressure. +60/-60 Other. R-PG60 17499.7 185 Triple SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ; Yes Impact Resistant, No Design Pressure: +50/-50 Other; R-PG50* 17499.8 185 Twin SH Limits of Use Approved for use in HVHZ. No Approved for use outside HVHZ. Yes Impact Resistant: No Design Pressure: +45/-45 Other; R-PG45 FIJ749(), f0 It 08-03110$3,pdf Verified By; Luis R. Lomas, PE Pe-62514 Created by Independent third Party: Yes Evaluation Reports RI-1499, R,! AE 51,40hZ,pt11' Created by Independent Third Party; Yes i 5202 Fin/Flange Frame IG/SG Impact Single Hung Certification Agency Certificate Ri $11 ffqj) 11tipaq Uhpor FLA 7499 K3 C C,A(; MI 4VijrCJpW5 - t£i5 SH (f1p) ljjjf>,4<j FL17499 R'3 Q CAC- fit Win0ovvs 1F4a 4 ) 2).pcjf F11J17499 R3 (,, CAC MI Windows JBS 51- jmpo j 5),pdt Quality Assurance Contract Expiration Date 10/10/2018 Installation Instructions F1 17499K,3 It. 05-Q2544B- I ,pdf Verified by: Luis R Lomas PE 62514 Created by Independent Third Party: Yes Evaluation Reports A Created by Independent Third Party: Yes Fin/ Flange Frame IG/SG Single Hung Certification Agency Certificate FLI / 499_R3 C, -199 47-R0 18,5 5 SM(FLQ , woryQ05,41Q, I- kiA 132 1 OX04 R00099 18),pof FtJ7499 R3 MI Wir)dQ , _w - jn!i, 50 (fin) (jfj,),pfjj FL17499 c'AQ M WitrOpm - ta5 _h (Frn) i' t,17499, RJ-C-CAC -1`11 Windovvs - 185 511 (Fla"lao oom( Quality Assurance Contract Expiration Date 10/09/ 2018 Installation instructions fl-I / 499 K,3 t I Q0-QZ54(lt3 Verified By: Luis R Lomas PE 62514 Created by Independent Third Party: Yes Evaluation Reports Fl `1709 R3 Created by Independent Third Party: Yes IIIx/2 Fin Frame IG/SG Single Hung 110x72 Flange Frame IG/SG Single Hung Certification Agency Certificate FIJ 1499 MI Yv(lt jow - iri,5,5fi rrlpi4 ,Fin) 3)1401` FLt7499 R1 tCAQ, fit Sfttodovy - [b,5 sir (Filt) 4)fxjf Ft 17499 R3 C (.A(-_fIj, Wtntjows Irr5 5n T 3),pdf I IA /499, R 1 G, CAC MI Wind()vff - J€j5 5H It 1pl (Fleltjoe 4),Pflt Quality Assurance Contract Expiration Date 10/20/2018 Installation Instructions FI- 11499 R3 11,08-QX5,irlw-N Verified By: Luis R Lomas PE 62514 Created by independent Third Party: Yes Evaluation Reports h1- 17499 Created by Independent Third Party: Yes 106x72 Fin Frame IG/SG Single Hung 105x72 Flange Frame IG/SG Single Hung Certification Agency Certificate f(17499 RI ( AC MI Wlrglow- jtlS $4-1 twirl (Fiji) 3),wIf Fi- 1-1499 R3 C (K 1-11 YV(rldtw,, - 18!5 514 TWo (Fill) I).Pof FL17499 10 C, CAC Fit Willd pwt8'i iH Twit, 3 of 4 4/ 13/2018, 7105 AM I Florida Building Code Online littps://www.flori(tabuilditig.org/pr/pr_,.,app_dti.aspx?piralil=WGEVX,.. FLI 7499 R3 C, CAC 141 WilldQV6, - 165 5H twin (Flange) 4)'[)(Jf Quality Assurance contract Expiration Date 10/20/2018 Installation Instructions Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FLI /491), f23, AE 51332311-7,odf Created by Independent Third Party: Yes isac*1 CQntd;;&Vs .: Z-5,01 The State of Florida is an AA/FM employer Q PPYd9ft QQ Skate of FW4, :: rrjyacy»tqhgrijgtqt R-qtyrv, -stilteuwm Under 1`10,1da law, emaI addresses are PUbk records. 9 you do not want your e-mail address released in response to A Pubk-reco"IS request, do not send electronic mail to this entity. Instead, contact the Office by phone or by traditional mail. Ir YOU have any questions, pteaSe Contact 850.487.1395. °Purquant to Section 455.275(7), Florida Statutes, effective October 1, 2012, kensees hrensed under Chapter 455, r.5. must provide the Department with an emag address if they have one. The entails Provided may be used for official communication wkh the licensee, tjoweve, email addresses are puW, record, tr you do not wish to supply a personal address, please pmvkle the Department Mir, an email address which can be made avaiiabk- to the public To determine If you are a licensee. Under Chapter 455, r,S,, please ckk here, Product Approval AccepW Tr 9110 Fq a Credit Card Safe 4of4 4/13/2018, 7:05 AM 7111"{DWN 'PFJN F 17,aCNFC ANC) DF- THE SLORIDA 3URLDING CDE, L. WCOD FRAWNG AND MASDNR' 70 .Br L:ESIGN A',,L' TRW57P An ARE 70 ARANRE. FRAVJ%IG AND M4FSONRI 071EN;NG !S 7i,- RESPONSR, L7' OF THE ,SRCHj7EDT OP., ENC;NLE-R ')R-COFQ, 3 IX Bj',,K OVER S CP-K)",VL WARE SAM OR BAK 7M"BS !S WINDDA jV-S VuS7 Z'E A,NChIOREO T-iROJG-i TO 'R"F A AWOUNKE WTH MANjTA:W%?5 PWMAD NETA,,:.AQN NTRWIMS AMKIS SHAw BE SECURTLY DiR-CTLY j"'71, M-1111SONRY, _01114c':- 7- OR CTHER S-;RJC-URPL SJDS-RA7E MAT-7,?AL I WAR WMD BAK -1-1C1,4'sS S - -1/2- OR GREATER, SJC,, St. AS77-%',[O 7-- ?. AAKNS,', CWCWE ON WAR U"S M" S,E AN1DRL- 7U THRO#jD!- F jAM'- ;0 S-CURt', WOO. BJCK iN Ac'OROANCW7,, MANJ-AZ`,-IREF'S Rj5_ 1S, 5 WHERE -)x G NM JUD AQW"R MARMS MW7 BE KRARARD M" AMMAD, COATNC f)R WOBRANE SELEC- QN' OF CCAI:',4G uR MEMBRANE 1 14 RVIVOWWaY 0, 7A ATIC-il7F-C7 OR OF P_CDRD 7 RJCKS SHA= E-X- ENL B YCN AARTF? ;QL SC Twi "j-- '-RAVE 'S RRADED 8 MR RN WKNOWN SM At NE14a FOR FRAM_ WSQ,ATON Sam AS KOPKO AT cACr AN;,<)R -OCANON v" TH ',-OAD, SFAFI'N'C S-4V S-flM WHERE SPACE C',F OR, Au.,)WABL'- SH;w S. ACK IC iE 9 SMS SMU X OCA71) ARRJE A4:1 MADE FROV VATERA-S ,N 7<;K_NESS CA'A-3-'E 3' S STAiNIND Y,7 AP-,A3L,,- -CADS WiNl"--1>11" DJRA'DN b WA AD A A WXO AKURCAi. AUKS, 41A7ERAL EX-RuDED Va A7S M,,57 K GLRE: RR ATY VMD"40% SO QTF -DR -GAASS DETAJ-S, JKD ; 7-JES FR 3DjC- ! 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DR S-A-L N07 DE !N S,',jF3T-,RA'F[S Wl-,i 'S7RENC7HS -ESS THAN 7-il, ;AN;MJV, SIREN-,; Si`E.FiED BELOW A wwa mmww SHWC 3RAWT w 3-042 B, co"ORE'E' m"wjvv :OM'PRESS!,,,, E S7F"--NDT- O Z DOO FIS, M VY-V' N'CfkSTRL,CT-,S__: S7----, .8^-A .;SC) 7;P 6063-T5 J= 30KS 048" --iK 7AB-- '-7 C-IjEfN17E MAIM 12141VI7 Wh WINDOWS AND DOORS, LLC 650 WEST MARKE7 STREET R L 04f GRATZ, PA mowE A1,T * -' 4p 0 SERIES 185 ALLfMJNJM SlNG'-7-' HJNG WINDOW 52" X 72 NON -WRAC? NOES TAT OFws OR Igo. 08-02549 a. NTS 1' W/2e/ jA I' , _ I CV 1 JIAfill Ljis F, Le-nis F.E. L ROBERTO L-'%W)2 E 1W WOOMM RR UMME, My27D.-, 4XQWM09 AkmasgN-lommspe.— FL Nc),: 52514 j----- 52MAX 3—f E VD --- `--- ,.t" VAX MDT" 2 IAX 2 MIA.X .„ V14X u.!.'. ."'.i E-- MAX MAX MAXMAX VIAX 7111 t f f 1 185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW EXTERtO{; YIEVY DESIGNER EXTERIOR VIEW FL4NGE3PAL ESS INS TALf.A7?ON FLANGESPAILESS INSTALLATION SEE HART #' FOR SMALLER UNITS REQUIRED ANCHORS SEE CHART #1 FOR SMALLER UNITS REQL#RED ANCHORS CES,'G1 PRESSURE RA77NG IMPACT RATING r60,0PSF NONE N M1 R Mt,v' SA t 35 2, MAXWi1M S is X 5.2 METAL SWEEP LOCK A7 8" FROM EACH BLOCK AND TACKLE BALAWLE AT JAMB CHART #i MI WINDOWS AND DOORS, LLC 550 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 155 ALUMINUM SINGLE 14HUNG WINDOW 52 X 72 NON IMPACT FLANGE 3 FiNLE j LLEVAT ONS J2hY.^i::. aC. N:U. 38-02549 W"klr N-s 12/29,/14 2 OF 17 L RCBERTC LC>V'Li P"E 14= W WFOR.D RD LEWISvtLi E. NC 27n23 434-6w- OW9 44>' Twftm.ccm VtiE gsaaci; yr, J Of<;.7 .._. SIGNED: 121t4i2017 EN; i js,, ORIt?. Luis R. Lorraos P.E. FL No.: 62514 52' MAX IaU 185 ALUMINUM SINGLE HUNG WINDOW 85 ALUMINUM SINGLE HUNG WINDOW EXTERIOR VIEW EXTERIOR VfEw FA WSTALiATION FIN WSTALLA7KN SEE CHART #2 FOR SMALLER UNITS REL,UIRF,0 ANCHORS SEE CHART 92 FOR SMALLER UNITS REQUIRED ANCHORS DESIGN PRESSURE RATING IMPACT RATING 60, OPSF NONE VAX2'W,,W SAS,- &2S- L. IVIAXtMto SA 4' F' 2 2 5 x 12" HARDWARE SCHEDULE METAL SWEEP LOCK AT 8' FRCW EACH END INTERIOR MEETING- RAIL BLOCK AND TACKLE BALANCE 'AT JAM SS A 1; 1-vriU; 'NCIIIQ; P CN'C s 07/1 1 5 R L CHART#2 Number of anchor locaillions required Frame Frame width (in) jieigw Mao 24.00 30.00 36.00 42.00 48.00 1 52,00 m) H& SFJ&mb H&S Jamb H&S Jamb H&S Jamb H&S Jamb HAS Jamb H&S Jamb 2*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 36,00 3 5 3 5 4 5 5 5 5 5 6 4200 3 5 3 5 4 5 5 5 5 6 moo 3 6- 3 5 4 6 5 6 6 a 6 6 6 6 54.00 3 6 3 6 4 6 5 6 1 5 6 6 6 6 6 60,00 3 7 j 7 5 7 5 1 7 -6 r6 ff 00341115118 1 I i I 8 72.00 3 8 1 3 1 8 A 1 8 1 5 1 8 1 5 1 8 1- 6 1 8 1 S 13 SIGNED: 12114, 12017 V! WINDOWS AND DOOS, L'- 650 WEST MARKET SIREET GRA72, PA 170,30-0370' P SERI'- S185A-LIMINUM SINGLE JJUNG WiNDOIW 52" X 72' NON-JYFACT FIN ELEVATIONS 0. 08- 02549 Luis P, Lomas F.E. L No,: 62514 N-S 12/29/14 1'"EF7 3 OF !I i ROBERTOL( X&OSPE 432 4'" FORV RD LEWISVLL, W 27022 434466,0609 1-7, wN act c/o, jrL- AP=R,,E0 MAI v. 3P<F Vccc sc-QE-,v 7 - INTERIOR GE INTERIOR ED J, 4T, 2), Bur* EX-T'ERiOR EXTERIOR JAMS INSTALLATION DETAIL WOOD FRAMING OR 2X B4,,CKfAS7AI,-A710N SACKER ROD DAPPROV, SEA:-A01- 1-1101c', VNG R 2X 8',-;CK Sy O-HERS, VERTICAL CROSS SECTION N SZA-ANT ACOD FRAtIING OR 2X BUCK INSTALLA TON NOTES: I INTERIOR ARC EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY, Z PERiMETER AND JOINT SEA LAN T B y OTHERS TO BE DESIGNED IN ACCORDANCE WITH AS TM E2112 SIGNED: 12/1412017 Vh WINDOWS AND 0)(DORS, LLCI S650 'WEST MARKET STREET GRATZ, PA 17030-037'E SERIES 1,85 ALUMINUM SINGLE HUNG WfNOOW 12" X 72" NON -IMPACT T j, FLANGE INSTALLATION DETAILSOF 08-02549 4`/014AI- '\ S' 11/11MI0 R. Lomas P.E. NTS 22/29/14 4 0 11 L No.: 62514 m 8y J_; Srilv SPACE AP'Pa,(LD A. 4,,N7 REVGED 0/21/ 7 7 R IAMAY E- A INTERIOR SE-F INTERIOR It Q EXTERIOR EXTER I if If JAMB INSTALLATION DETAIL l U I f=_ " METAL STRUCTURE INSTALLATION 5" CKEK F0! APOROV;_" S SIi - Irk SEA;, AN7 5" V SPACL VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES 1. INTERIOR AND EXTERIOR FIMSHES, BY OTHERS, NOT SHOWN FOR CLARITY 2, PERIMETER AND JOINT SEALANT BY OTHERS TO BE DEStGN- x 0 IN ACCORDANCE WITH AS TM E2112 SIGNED,, 7211412017 MI WINDOAS AND DOWS. LL - 650 WFS_ MARKET STREET 7WINDOW 7] GRATZ. RA !703D-'370 0 SERIES 1,85 ALUMINUM SINGLE HUNG 52" X 72- NON -IMPACT a' FLANGE INSTAi_A710N D ETAJI 5f oRo' *' f N. G. 08-02549 R. Lomas F.E. NTS 1-'-' 12/29/14 1 5 Or 1 1 L. ROBERTO iclws F.E.Luis 432 W_XXDFORD RD LEWISVXL NC 270.-, 7L No,: 62514 EDGE DASTAINC,7 7Iy 07D-E.", ra SEE, NC_S 3ACK"; SEAL,ANT,' 3/is- !APCD%l INTERIOR A All EXTERIOR IIT SFr IF V 1-LA- AN VIAX VERTICAL CROSS SECTION CONCRE77EVASONRY INSTALLATION OAT, ppp.Ovf j T AX N INTERIOR 2 S ANC EXTERIOR F11-7 NOTES 2 7 E JAMS INSTALLATION DETAIL COWRETE MASONRY INSTALLA71ON' NOTES: I fN7V7Cn AND EXTERCR FMOSHES, BY OTHERS, NOT SHOWN FOR CLARtry' 2, PERiMETER AND JOINT SEALANT BY OTHERS TO BE OESGNECIN ACCORDANCE MTH ASTV, E21,2 SIGNED, 1211412017 V1 'lil,140CWS AND) MORS, LUC W*Illlil!jj// s R. WES50 'T MARKET STREET GRATZ, PA 1703C-0370 SERES 185 ALUMINUM SINGLE HUNG 'WINDOW 522" X 72" NON -IMPACT "f W FLANGE !NSTALLA-ION _DETAILS O. TATE 0 R 1'0' N. G. 08 -02549 Ni 12/2911,4 5 C F i i lj/ mn0l" L ROSERTO iCX. iAS p E "uis R. 1 -Omcs P.G. I A32 A'00D,—_PX AD LEWISVXLE AD 27023 ;L No.: 62514 2" klN LDOE DS[ANCL JACKZR ROD Z; 00 SCRTV,' SACK: ' P ' FC,M: 8. W"" DC TR4'M'N" DR 2X 5JC Ry VERTICAL CROSS SECTION WOW FI;AMIIVG OR ZY BUCK IN5 3AZZ47710N NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTIERS, NOT SHOWN FOR 0-AR7Y 2. PERIMETER AND JOINT SEALANT 2 V OTHERS TOSE DESIGNEE IN ACCORDANCE WITH ASTJV E2 72 E REVSEC ANCIJOR SPACNC &' CHA,—, 1 11/ 4' f"N' '/4' MAX E S: MA SPA-F 2' INTERIOR WOOD EXTERIOR OP 2x 51-K M IAMB INSTALLATION DETAIL WOW FRAMING OR 2X BUOK INSTAL LADON SIGNED: 7211412017 V! AND DOORS, LLC WINDOWSEST 650WMARKETSTREETSRLE At GRATZ, PA 17030—C370S-ERIES 165 ALUMINUM SINGLE HJNG WINDOW 52" X 72 NON - IMPACT p 40 INLESS ;NSTA,- LATJON DETAJ-S TAT OF 08-02549 ci 12/29/-, 4 1 s— 7 OF I 1 1100111 I t' ROSER-10; owsPZWOWFORD27023LuisR. Lomas P.E. L No.: 62514 434-em- 0609 M--'AL AN vi E -,A Y "l-i F"IRS 7 / 2- VIN A` 3FaX 4,NC-O;R FPACING AC 1/4" MAX, IM SPAC:-- SMS CR INTERIOR SCREW su ;4 SICHLIVS A1INTERIOR L-L MIN EXTERIOR 9Y C)Ti--S JAMS INSTALLATION DETAIL METAL STRUCTURE WSTAL TION VERTICAL CROSS SECTION 44ETAL SrRUC TURF WSTALIATION NOTES: 1, WTERIOR AND EXTERlOR FiNtSi-ES, BY OTHERS, NOT SHOWN FOR CLARITY 2 PERIMETER AND JOINT SEALANT BY OTHERS TOSE DESIGNED IN ACCORDANCE WITH ASTU E21 12 rRCNT R. L. SIGNED: 1217412017 M! WINDOWS AND DOORS, LLC IIIIHIJII 650 WEST MARKET S-RE77 P, L GRATZ, PA 17030-C373 Zz- SERIES 135 k LIMINUM SINGLE HUNG WINDOW 2 X 72" NON-iMPACT FINLESS iNSTALLATjCN H-TA,LS 0; G. 08-0254 1 9 117 IIIAL llw7s R, Lomas F,E. FL No.: 62514 59 N7S 10A. 12/29/14 1 i'F' OF I i432WCCDF0RDHDU-M5lALIf Ar-27023 4344$8 aW9 C K 1 SE NCTLS 3 - 7 S 7H, E E T 1 4 MA?A X SACKROD s SE - AN - T Al 4,'-lltl INTERIOR EXTERIOR S' l- c11- 30D P- Y-iv' Al NC17E VERTICAL CROSS SECTION CON0RE7` E4MSONRY INSTALLATrON t ' KDMENT DsirtL IX 8JCK F H NCIT,-:Z 7 I 'e" SHW ';PAC - INTERIOR DATE APPRC, F D EXTERIOR B< IKER YEN JAMB INSTALLATION DETAIL ONCRETEIMASONRYINSTALLATION NOTES: INTERIOR ANC EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARnY 2 PERIMETER AND J0947 SEALANT By OTHERS TO SE DESIGNED N ACCORDANCE WITH ASTM f2l 12 SIGNED: 1Z1412017 Ml 'MINDOWS AND DOORS, Ll-C 11110!"Jl L 650 WESTMARKET STREET GRATZ, PA 17030- 0370 S[PliS '85 AlUMINUM SINGLE HJNG WINDOW 52 X 72NON- iMPAC7 FIN-ESS INSTALLATION DETAILS OF N.G. 08-02549 NTS L. R08ER7-, LOM4- 1 F.E.Luis 4x WOODFORD RP LEMSM- E, NC -77023 F. Lomas P.E. L No,: 52514 434- 6W-D50P BFNv T-N INTERIOR L 6t 11 EXTERIOR VERTICAL CROSS SECTION WOOD FqAMWG OR 2X &;CX WS-,A" TtON 4" MAX Z N4 SPACE RSINTERIOR N EXTERIOR NCE JAMB INSTALLATION DETAIL VIOOCFF. Awm-&ii-2X- 3--U-CK INSTALLATION HATE CR Af, 0 7" 6, R DArc' G t 7 R NOTES. 4' , jAX I W7- t:FKR AND EX-F,9CR RVSHES, EYOTHEgS, NOT SHOWN FOR CLARITY. 2, AND - Cff47 SEALANT BY OTHERS TO BE DE51G,VEDINACCORDAN,^ EWTHAS'TME2'12 SIGNED: 1211412017 his WINDOWS AND DOORS, _LC 650 WEST AR MKET S7REE717030-C370 s P'. LO 4f GRATZ, PA SER!E- 185 A,'-UMJNUM SJNGLE HUNG WINDOW 0 51 X 72 NCN-IMPACT 1-2" ' 41 =.- FIN INSTZLA-'j;CN DETAILS 7,-ATATE OF ilo AL N7S 12/29/ 14 07 11 L RCIBERTO LOMAS P Z Luis P. Lomas RZ 1432 W000F4R0 RD LEWASVILLE, AfC 27---3 FL No.: 52514 2 31/16' T FLANGE FRAME HEAD 0M I"I ALUMINUM 6063-T5.050' 7'H}CK 2 8" —1 FLANGE FRAME SILL cm- 185-02 ALUMINUM 6063-7455* -,`HICK LOCK RAILISTILE Cm- ; 5501- ALUMINUM 6X3- T5 .06f' THICK GLAZING BEADGLAZING Fm RIGID PVC ,050'THICK 2 6 FLANGE FRAME JAMB ALUMINUM 6053-75,050* THICK FINLESS FRAME SILL CM- 18554 ALUMINUM 6063- r5 -055' THICK 5, 2 5/ SASH BOTTOM RAIL cm-lB555 ALUMINUM SOW- T5 . 050' THICK SASH STILE CM-1 BSOi ALUMINUM 6063-T5.0W'THJ"CK 2 3 Vie, FINLESS FRAME HEAD cm 1&553 ALUMINUM 6063-T5,050" THICK 2 FINLESS FRAME JAMB ALUMINUMSD63-T5.0.50'TH;CK 2 6- 3 3/4", 2 5/76" FIN FRAME SILL FIN FRAME HEAD 111, - cm---m -- 6w iism— ALUMINUM 6083-T5.055'TlIICK ALUMINUM 6W- 75, OW' THICK MEETING RAIL FIN FRAME JAMB CM- 18504 TNr7—Jeiiv- A-' UMINUM 6063- 75.,355* TIVCK ALUMINUM 6W3-T5,05C'7ffCK RTV,'SED f3-As_ S ANN, 04 0 PVP PY K WTERJOR Sl-ALAN- NG 8L,3-K GLAZING DETAIL W,l WINDCVS AND DOORS, LLC ESO WEST MARKET STREET GP,A-Z, PA 17030-037C SERIES !B5 ALUMINUI0, SINGLE HUNG WINDOW 52" X 72" NON-IWPA,-T CO3MPONINTS TI- N-, S 12/29T, _7 OF 1 1 ROYER70 LOM4S P.E. RD LEVVISVILLE, AC 27023 4-U,668-00-rSMn3s .ohm SIGNED: 72114.12017 1R. Lo TATE OF 'i4zz 0 K IV Al, 110fowl, Luis R. Lomas P._ * 7'L No.: 62514 Florida Building Code Onkric htips://www.flori(tabuilding.org/l)r/p_appdtl,aspx?paraiii—wGEVX... Comments Archived Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsitlingerOrruwd.corn Authorized Signature Brent Sitlinger t)sJtlin9er@miwd.cor'n Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Fixed Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) 5AWW-ON Y-W AAMA 506 2011 AAMA/WDMA/CSA 101/1.5. 2/A440 2008 Equivalence of Product Standards Certified By Product Approval Method Method I Option A I of 3 4/13/2018, 7:21 AM r'lorida Building Code Online https://www.floridabuildiilg.org/pt-fpr__app_, dd.aspx?pardm=wGEVX- Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 03/26/2018 03/26/2018 03/27/2018 FL # i Model, Number or Name Description 15349.1 185 PIN i 73 x 72 Insulated Glass Limits of Use Certification Agency Certificate Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/03/2023 Design Pressure, +60/-60 Installation Instructions Other; CW-PG60 Verified By: Luis R. Lomas, Pk: 62514 Created by Independent Third Party: Yes Evaluation Reports F 513419_R IQ,_At,_5j pOf Created by Independent Third Party: Yes 15349.2 i 185 PW Limits of Use Approved for use in HVHZ; No Approved for use outside HVHZ. Yes Impact Resistant. No Design Pressure: +55/-55 Other; R-PG55 159 x 54 triple CHS Insulated Glass Certification Agency Certificate FtA 5344.i Quality Assurance Contract Expiration Date 01124/2021 Installation Instructions I'l-15349 RIO 11 08 02949, p Verified By: Luis R. Lomas, PE 62514 Created by Independent third Party: Yes Evaluation Reports FL15349 R10 AE 513783,Pdf Created by Independent Third Party: Yes 15349.3 185 PW Impact 72 x 72 Insulated Laminated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FLIS349 R10C CAC 'AP(- 15,54 df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 06/25/2021 Design Pressure, +55/-55 Installation Instructions Other-, FW-LC55, Missile Level D, Wind Zone 3. Glass FL15349,_,RIQ_ -02t consisted of 5/32" tempered exterior - spacer - 5132" Verified By: Luis R. Lomas, PE 62514 annealed / 0.100 SoluL!a Saflex HP / 5/32" annealed. Glass Created by Independent Third Party: Yes was bedded in Pecora 896 silicone with 5/8" glass bite, Evaluation Reports Created by Independent Third Party: Yes 15349,4 1,85 PW Impact 159 x 54 Triple CHS Insulated Laminated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ- No FLI 5349_-Rl 8272,pof Approved for use outside HVHZ. Yes FL15349, RIO C CA( APCQ273'pdf Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure, 155/ -55 01/24/2021 Other: FW-R55, Missile Level D, Wind Zone 3, Glass Installation Instructions consisted of 1/8" annealed exterior - spacer - 3/32" annealed Ft 11 0.090 Solutta PVB / 3/32" annealed, Glass was bedded in Verified By: Luis Roberto Lorinas 62514 Pecora 896 silicone with 5/8" glass bite. Created by Independent third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 15349.5 185 PW Impact 96 x 60 Insulated Laminated Glass Limits of Use Certification Agency Certificate Approved for use In HVHZ: No 796,2,p(it Approved for use outside HVHZ-. Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/05/2020 Design Pressure: r 55/-55 installation Instructions Other: FW-LC55, Missile Level D, Wind Zone 3. Glass FLA5349 RIO !I O4-()1613t3,p4f consisted of 5/32" annealed exterior - spacer - 5/32 Verified By: Luis Robertu 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, Evaluation Reports 2 of 3 4/ t 3/20 18, 7:21 AM I Florida Building Code Online https://www.floridabuilditig.org/pr/pr_app_dti.aspx?paraiTl=wCjEVX... FLI5,149 R10.,71F_512277l3.Pdf Created by Independent Third Party: Yes 18a i INaxtl QhWA-Us :: M1, fhair, The State of Flanda is an ANEEO employer. 4.q71yN1bt AQC%sisdift StAto, at :: R4LU-r,9.-5WVm%1t tinder Florida taw' email addresses are public records. IF you (to not want your e-mal address released in response to a public -records, request, do not send electrunk- mail to this entity. instead, contact the ofte by phone or by traditional mad. It you have any Questions, please contact 850,487.1395. rfvnmant to Section 111.275(t), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, r.S. must provide the 0epautment with an email address IF they have one, the emath tircivided may be used for oracla(communicatian wth the licensee. However email addresses are pub1c record. If you do not wish to supply a personal address, please provide the Department with an errad address which can be made available to trw pvtrk. -to determine fyou are a licensee under Chapter 455, F,S., please click ftte,,, Product Approval AcmptN: M U w M Credit Card Safe 3 of 3 4i13/2018,7:21 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 13 THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. IX BUCK OVER MASONRY/CONCRETE 1S 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 SEE SECURELY FASTENED DIRECTLY NTIC MASONRY, CONCRETE. OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 5. WHERE WOOD BUCK THICKNESS IS I ' ER -1/2' OR GREAT, BUCK SMALL BE SECURELY FASTENED To MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. 'WINDOW UICTS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS, 6, WHERE IX SUCK 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 ---)(TEND BEYOND WINDOW sNTERIOR FACE SO THAT FULL FRAME SUPPORT IS PRCVIOED. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME iNS74--LATION SHiM AS REQUIRED AT EACH ANCHOR LOCATION Wj7H 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. It FRAME MATERIAL: EXTRUDED ALUMINUM 5063-T5. 12, UNITS 44UST BE GLAZED PER ASTM E1300-04/09. 13. APPROVED IMPACT PROTECTIVE SYS-Em IS RE. UIRT2 FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS, 14, FOR ANCHORING THROUGH, FJN 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 OESMITION 0AJE I APPROVED REVISED INSTAULAMON DETAILS 06/01/15I R.L. REV;SM NAME AND ADDRESS I0/27/16 R.L. 1 5 FRAME - - FOR ANCHORING 11HROUGH, F AME INTO WOOD FRAMING OR ZX BUCK USE #10 WOOD SCREW; WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4- MINIMOM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN 114 ELEVATIONS AND INSTALLATiON DETAILS. is. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3116' 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 INSTA-LATION DETAILS. 17. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #110 SMS OR SELZ DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 5 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL 'LOCATE ANCHORS AS SHOWN % ELEVATIONS AND !NSTALLA71ON DETAILS. 18. ALL FASTENERS TO BE CORROSION RESISTANT. 19. INSTALLA71ON ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTAi - LA -DON 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 C93 WITH Frn=2,DOOPSl MINfMjV. D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KS,/FU=52KS3 OR ALUMINUM 6063-T5 FU=30KSI 048- TMCY 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,7— DESCRIPTION I NOTES 2 3 ELEVATIONS, CHARTS AND GLAZING DETAILS 4 12 i INSTALLATION DETAILS SIGNED: 1117512016 MI WINDOWS AND DOORS, LLC 650 W. MARKET ST, GRATZ, PA 17030 as 51SERIES185ALUMINUMFIXEDWINDOW 73" X 72" NON —IMPACT NOTES p TAT_ OF lmC NO REV X 08-02357 8 JONAL' lllwWl Luis R. Lomas P.E. FL Nc: 62514 xxE NTS 09/r,3/14 OF 12 1, R0&EI?70LU0APSPE 14V wl-1-101FOR11 RD L;4vSv7UE, PIC M23 431-5&5- 72 1/2- MAX FRAME WIDTH 8' MAX IS- MAX O.C. 6- MAX TS RM MAX O.C. 7" 9 f 2" MAX FRAME HEIGH7 4/ REFER TO CHARTS — SERIES 185 ALUMINUM FIXED WINDOW 1 & #2 EXTERIOR VIEW FOR NUMBER OF ANCHORS REOLIRED 72 1/2- MAX FRAME WIDTH 6' MAX 18- MAX O.C. 5" VAX is" MAX MAX O'c FRAME H&GHT RE77-R TO CRAFTS —' SERIES 185 ALUMINUM FIXED DESIGNER WINDOW j! & #2 F_YTERJOR VIEW FOR NUMBER OF ANCHORS REQUIRED oE_s4rNpREssvREqAnNG impAcrRATiNG 60.OPSF NONE w, fl aATE k APPRIAW NOTES: A REvisEo wSTALLAnoN LETxLS 06/01/-.5 R'L. j, MAX7MUA4D.LO,. 6934'X66,V4' S Re4SM ,IIAME AND ADDRESS 10/27/16 R,L CHART#1 i-d4Ud1h—W IkWd 1711—M Frame F- vimh (i.) I Height 24,00 1 3A00 I&M 1 4200 4&00 1 St 00 6&00 66,00 1 72.50 iMi HAS. Mmbj W's m M" Jambiff&sImmv 144spamollva8I.Mmo 1a3 4F I'm" Am, 24.00 2 2 2 2 3 2 3 2 3 2 4 2 5 2 20,00 2 2 2 2 3 2 3 2 3 2 4 2 4 2 4 2 s 2 36.00 2 3 2 3 3 3 3 3 3 3 4 3 4 3 5 3 5 3 42.06 2 3 2 3 3 2 3 3 3 3 4 3 5 3 5 3 15 3 4800 2 3 2 3 3 3 3 3 1 3 4 3 5 3 8 3 5 3 54,00 2 4 2 4 3 4 3 4 2 4 4 4 6 4 5 4 W,W 2 4 2 4 3 moo 2 4 2 4 i A 5 3 6 5 a 7 6 6 6 1 7 1 6 1 1 71.50 2 5 2 5 3 a 5 CHART#2 Number of ond)otS required (with rigid fifley* Frame Fmm. width 4m3 eight 24,00 1 XW 3Mw 42.00 4&00 1 $4.00 40,00 "J)a 7z" im) HZMb YSS Mb H&S ab H&S jamb HAS Jambi HAS Jamb H&S Ijamb HAS 14mbi Has Mmb 2140 2 2 2 2 3 2 3 2 3 2 1 4 2 4 2 4 2 5 I 2 30, 00 2 2 2 2 3 2 3 2 2 4 2 4 2 4 2 5 2 36. 00 2 3 2 i 3 3 3 3 3 2_ 3 3 4 3 4 3 4 3 - 3 42. 00 2 3 2—T 3 3 3 3 3 13 3 4 3 4 3 4 3 5 3 1 44V 2 3 2 3 3 3 3 3 3 3 4 3 4 3 4 3 5 3 54. 00 2 4 2 4 3 4 Z 1 4 3 4 4 A 4 4 4 50, 00 2 4 2 4 3 4 3 # 3 4 —4—4 —4 4 2 4 3 4 3 4 4 1 4# i a 4 5 71, 50 2 5 2 5 SEE SHEETS 4-7 FOR *ASTALLATION DETAiLS SIGNED: 1111512016 MI WINDOWS AND DOORS, LLC 650 W. MARKET ST, GRATZ, PA 17030 p SERIES 185 ALUMINUM FIXED WINDOW 41 5' 73" X 72 NON -IMPACT ELEVATION n ' G4 iu FLANGE & FINLESS & CHARTS SAWN: 0, I , 08- 02357 z . a //;/ F I NTSI— 09/C3/14 1-2 OF 12d fill L R06.6,RTO LCUAS RE, 743P WOODFORD AD LEWMLE AD VaX Luis R. Lomos P.E. FL No.: 62514 72 11/2' MAX FRAME 6'MAX 18" MAX O.C. 6" MAX i MAX c.c. 71 1/2- MAX FRAME HEIGHT, REFER TO CHART #3 SERIES 185 ALUMINUM FIXED WINDOW FOR NUMBER OF EX7FRIOR VIEW ANCHORS REQUIRED 72 1/2' MAX FRAME W;D7i- 6- MAX 18 11 MAX O.C. 6" MAX MAX O.C. 71 1/2' MAX cRAMF HEIGHT REFER 70 -HART #3 zOR N;T=3=-R OF SERIES 185ALUMINUM FIXED DESIGNER WINDOW ANCHORS PEOUIRED EXTERfOR VIEW DFSlGNPJRF$ SURF RA7lAlG IMPACT RATING 60, DPSF NONE MOTES 1. MAXWVMD-L.Q,: 69314'X56al4* REASONS RD, DESMPPON ZIATE J' A IREVLSW KSTALLATiON DETXLS R'L 8 REIASED NAME AND ADDRESS CHAF17,* Number ofanchors required fin installation) Frame Frame widthp.) I*ight 24,00 90.00 NX0 42W 46,00 1 Z4.00 60,00 1 66,00 72160 in) HAS mb HAS P.Mb HAS jJab HAS pamb HAS WbI HAS IMMb HAS jMmbj HAS lAaMb HAS mb 24.00 2 1 3 3 3 3 3 4 1 3 4 3 A 3 5 3 5 1 6 3 J*ww a 3 3 3 3 3 4 2 A 3 A 5 S 5 s a 3 36,00 5 3 S 3 3 a 4 S 4 3 4 5 3 5 6 3 tiM 3 A 3 4 3 4 4 4 -4 -4 4 4 5 4 5 4 6 4 4&00 3 4 2 4 3 4 4 4 4 4 4 4 5 A 5 4 4 64,00 3 4 1 4 3 4 4 4 4 4 - 4 4 5 4 6 4 6 4 Moo 3 5 3 5 3 5 4 5 4 5 A 5 5 a 6 66,00 1 5 3 4 6 4 5 5 5 5 5 6 5 7150 1 6 3 1 6 1 3 1 6 1 4 6 4 6 A 6 6 6 6 6 116 SEE SHEET 8 FOR INSTALLAT70N DETAV S 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 Dpwk 70, J.L. 08-02357 scxc N7S 1-" 09/03/14 Is— 3 OF 12 ACV= SIGNED: 11/ 1512016 4V 51 I STATEClr 0 R ONAL jmm0\ Luis R. Lomw P.E, FL No.; 62514 MiN, 73";E „ST;'N— lit I'llo!RAVINC Y)R ZX SUCK N, Y 0ERS 1/ 4" 4AX AC Rc-, sp-'Cl N - T N, 411", N"'Cill EXTERIOR EXTERIOR INTERIOR ED z A ER' k APPROVE, Ix NOCC OR 2x ," tomI 7_ 7RST2 ' AN, VERTICAL CROSS SECTION WOOD FP 40NG OR 2X BUCK iWS-iAZT-TION DGE 4 MIX CK SELF 1NG S C F Ew INTERIOR 4 EDGE DSTAl,,'-' L VERTICAL CROSS SECTION METAL STRUCTUREWSTALLATiON R NOTES T. INTERIOR AND EXTERJOR FINISHES BY OTHERS, NOT SHOWN FOR CLARITY 2, PERIMETER AND X!NT SEALANT BY 0771ERS 70 BE DESIGNED iN ACCORDANCE WITH A67M E2112 WN ' ;4" ' k'EAx I MAX v L DM FPACE N, 2' MvlfiED c- E 5 N, q A" - INTERIOR SIGNED: 11115i2O'6 INTERIOR Mj WINDOWS AND DOORS, _LC 6,50 W, MARKET ST. Vi GRATZ, PA 17030 sw.; R rtvR ti.lSERIES185ALLMINUM 71XED WIN',0W I 73 X 72 N,-N-)MPACT EXTERIOR EXTERIOR VEI AL Al FINLESS MS7ALLATi WI-HOU FA-LERS TATE OF 2x -Bll CK R P-c 8ACKEi ROIC ly0-"ERIS 11PA APP C`V--- D ay CITH.-PS APPROZ SFA1,AN7 8SFA7- '/ ONAL- NT JL. 0-023IJAMBINSTALLATIONDETAILJAMB INSTALLATIONDETAILsclk° NTS -Tl 09/03/74 857 4 0- 12 WOOD FRAhV&G OR 2X 3L; CK INS TALLA TION' METAL STRUCTURE INSTALLA TX)V L R0aElq70l'0ws-F- L;jis R. Lomcs P.E. 432VV0WFl-PC RD LEWSVILLZ IC 27W3 Aip, i'ri5fila, 2 MJv — — —. 0' L CALFN i ( f K ',. f +VAl X B;^u N 7 EXTERIOR INTERIOR 3,1`, tPCO", 4 INTERIOR naC K R Why G. 3 .._.. a u d" tft,X ? — S [[ EXTERIOR e =+x'i t3 , i', JAMS INSTALLATION DETAIL CONCRE7t"?+lASPNRYtra+S7AtLATION F. VERTICAL CROSS SECTION COAiCRFTE"MASO?VPY tNSTALLA710N SIGNED: 11/1512016 M? Wl DOWS AND sso w, MARKETDOORS, C ST.l P, ttjo i/ i GRATZ, PA t?G30 ,',GEN*-Lp, NOTES, SERIES 13ALUMINUM 3 '-Y3NDJY 1.tWPAJORANDEXTERiORFINISHES, SYOTHERS, 73 7X 72 NON-IMPA. NOT sHowd FOR cLARrrr ' NEwS EMS7A.«AT9?A DE -;AILS N TrL- F!' ERS VA O 2PFRiME3ERANDJOWTSEA:AN76YOTHERSTOBE C3 . kl DESIGNED IN ACCORDANCE iMITN AS7M E27 ,'2 a a: 5w ao aEY "" nP' '414R1t> \ s:o t NTS .. r( n9 f u3/ 4 sr?c 4r 12 B /"'/OAIAL a\ LRi6ERTazaa+ A$PZ Luis P. Lamas P.£. 432WC X)=oR0H04SMSVILLE 27aF3 FL Na,: 625 j 4 MIN, 0F -1674N-5 CR 2x K'-'K Pt, KEG POP EXTERIOR aACKcc —'l EXTERIOR RICO SEALAN A, A p,A IAING ------ !'! 4- kl: N, CP 2X SUCK VERTICAL CROSS SECTION_ W000 FRA41ING OR 2X ROCK INS7AU ATION 1 S W '-,PACE M lN, INTERIOR I EXTERIOR R 2X E`I-ICx SACKE i ROD By1-THIERS & APPROVED SEAL AN - JAMB INS TALLA TION DETAIL ACOD FRAMING OF 2X BUCK INS TALLATICIV 3 4' MiN A SPACE GE R, INTERIOR MS OR RlL.- INC Fit SPAI E VERTICAL _ CROSS SECTION METAL S7MJC7UPEJM—>4LLATJCN mp' x Z41W SPACE D --- is"INCE INTERIOR AL EXTERIOR PACKER RICO 81 O-HERS. APPROVED HAL- N- JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION ATIE N! 7A A CN R NOTES, 1, INTERIOR AND EXTERIOR FINISHES, SYCTHERS, NOT SHOWN FOR CLARITY 2. P-ERMETER AND JOINT SEALANT SY OTHERS 70 BE DOESi3NED IN ACCORDANCE MTH ASTM E27 72 M', WINDOWS AMA BOORS, LLC 850 IN, AARKET ST. GRA77 , FA 17030 SERIES 185 A-'JMINUM FIXED WINDOW 73" X 7."' NON -IMPACT FINLESS INSTALLATION ()E7AILS, WITH RIGiC FILLERS T- 1-71 J, L. SIT, I-'-F 39/03/14 6 OF' 12 L- CSERTCLCMA$P.E 1432 W=FCRD ROL -Wsvr LE, NC 274V 434- 06-08099 4wm SIGNED: 11, 11512016 E Afu^ TTAST4L^F i' o F 0 Al- LL4is R. Lorma-s P.E. FL No,: 62514 1 I>4i"a. -"t`". t.:tS AV'vE S ; EVfSEO NAME A 0 A..: ,LESS i 'ry /2_,iF P,f. ._. v 14 MAX { EY _. - sue #• MAX A'-CONON EXTERIOR INTERIOR 3/ R rA ,.,,, —. d ' j t , INTERIOR BACKER R) M K X 1 e EXTERIOR c s m N -ri AX Li c< k ` JAMS INSTALLATION DETAIL tNSTALLAT tC AI i DGE >7AtiaE VERTICAL CROSS SECTION G?IYCRET idASrJNRY VVST AL LAT7ON SIGNED: 11/1512016 Mi WINIDO +S AMD DOORS, .LC }}tsilltftt7i 650 W. MARKET ST_ \ P, • L4f/ir NOTES: GRATZ, PA 11703^, .,,,•• Z,E.+YS;,t4': T. WTETOR AND£ XTcFAlC i-iNISFfES, BY OTMriS, SERIES 184,-JWNUM --tXED WIN-DOW N 7S,-IOWNFORCLARITY 73 X 72NON WPACT 2 PERIMETERAAfn I)INTSEALAN; BY OTHERS TO-i9E -1NL£SS 3N5?ALLA7JON DETAILS1417RiG'D TA7 a,cSfGNFD tN ACCORDANCE WTri ASTM F27 ; 2 0. {V C,rvrr_ a.c x: J.L. 08-02357 6 iiI .. • 4,l sexy¢ NTS i,.ar: OS/ 03J14 Y:_:' 7 0. 12 >>7/iN,4 }ill l Luis P.. L6mos P.E. v RD--WSWLLZACz7Dza L No.; 625,4 4:u-cB vwf r} ra.crkr Aw 4COO :PAWNIG OR 2X &'CK SACK-. ROB _lz API-RCVE) 3E-IiN'0 .ANUE 4' MAX, wOnO EXTERIOR INTERIOR OR 7"" 9' J-;HfRS DG-- C STAN'lr VERTICAL CROSS SECTION VX)C F714MING On 2X BUCK INS7ALLA 77ON METAL S7RuC'U,RE CT; 'cRS EXTERIOR INTERIOR c sms CR F 7,-, _;roc ZC.,(7R RCC & R"';1" U, N M, AX VERTICAL CROSS SECTION METAL ST AUC-;,;RE INSTALLATCW SAL4F AND 400RFS5 NOTES: 1, INTERIOR AND eXTERIORFWISHES, BY OTHERS, NCTS;40WN FOR CLARITY Z PEFUMETER AND JOINT SEALANT BY 07HERS TO BE DESiGNED IN ACCORDANCE W17N ASTM r-2112 1,14- MAX 4' kl,,AX, SHW ---PACE- 7 SIGNED: 111152016AN INTERIOR ml WINDOWS AND DOORS, LLC PA 17030 (p 6 50 MARK-,T ST. E N O 7 Fl NC 5--RiES 185 A;-Umlll4ulyl' ZIXED WINCOW 0 5 omoi 73" X 72" N014-4MPACT T-PAWN- I IFLA14CEINSTALLATONDUAILSINITI CUT FiLLERS TATE OF EXTERIOR EXTERIOR T'AIT4 2X U;C'l N7 All, 08-02357 E3 NTS 09/C3/14 AA- 12 1111;010" JM49INSTALLATION DETAIL JAMB INSTALLATION DETAIL L' 'iOBE-iro Lis R. Lcrncs F,E. METAL STRUCTURE WSTAt LA 70Y =4V,1,10WFOPI, 30 LZVOSIVILLZ NC 27,123 FL No.: 62514 rti,V ! Ct S:fr#F"AN GdT.7 ??R J1v L <%[' V, N7 5 RcVt3.J .>; 4_:is xiN .*'i As_$ 06/fr i _, ,_ ......_ EDGE 5Y CTHERS t" tN D N Y PJCK 1 o ' r c I I t 1C ,l J 'fL i vOp 4„ MAX. KY Y EXTERIOR INTERIOR 3. 1n u — INTERIOR MAX AN C * EXTERIOR f CJ1N _. at = BYt)ha ; . B- t er ! .-,V;;3.7)MFN JAMS INSTALLATION DETAIL6L4 ° e Ci:NCRETEIMASONRY i1` STAW4'7ON r o EDGE D:STAN VERTICAL CROSS SECTION CO,WRETE MASONRY INSTALLATION SIGNED: 11/1512018 Mil WINDOWS AND "'OflRS, Lf, 550 W, MARYET ST, GRATz, PA 17030 TES: SER3ES 185 ALUM11vJN =1XtG Vi114D'J'x4 p •#. I. WTERIOR AND E; 7EPiOR FINISHES, BY OTHERS, 73 Y, 72 NON—jVPAC7 NOT SHOWN FOP CLARITY. T_ANGE INS`ALLATIDN DETAILS WITHOUT FI LEPS AT ty 2 PERIMETER AND JOINT SEALANT PYOTHERS TO BE { y DESIGNED IN ACCORDANCE WITH ASTM E2112 Ua:a>. Cxx:, >,. a;..a ''i'' 'A,, U R 1D '' -, 08 7 iFd G NTT ° ` 09/03/a 4 cs'I79OF 12 r/jlj NALS N L. ROBEA70, L,OMAS aE. Luis rs32W-l0OFOR CLeAlSW- ,AC27023 FL No.: 52514 434-635- s rrr..xna3@t6 rs .Ve,c RACKII-N :Icll & APPROVED s7AL%N- 2 " W,!N', EMSEDME',T 1/4" VAX 1"o EXTERIOR INTERIOR MAX S 10'1 jyt,,Ct NRy --HE-s ED V 2" MIN ELCL D S-,ANCE VERTICAL CROSS SECTION lwocB FAA44WG O-R-2-X'-B-U-CK —iNS7ALLA-7-10N S iM 5 p AC INTERIOR VCOD -RAVING DR. 2x at'-K EXTERIOR BY SACKER 70D APPROVED S'EAAN7 8E- iINC FLANGE JAMB INSTALLATION DETAIL WOOD FRAJ41W OR 2X BUCK tNSTALLATJCN V' E A: - S i RUC ' "JF ACKEFI Hoc & EXTERIOR MAX lv' SPACE Sms R INTERIOR S Di!LL. NG AND AZ,PISS 4' VAX SPACL NOTES; T - A'; i. WTER#OR ANC EXTERIOR FINISHES, BY OThERS NOT SHOWN FOR CLARITY S- Z PERIME7'ER AND -CiNT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WTTH ASTV F-2112 4' MIN VERTICAL CROSS SECTION METAL STRUCTUREWSTALiAT)ON 4' MAX, P, ilGlc INTERIOR EDI, E IS NIE SIGNED: 1111512015 MI WINDOWS AND DOORS, LLC Skis 650 W. MARKET ST. R CGATZ, PA 17030 1l' ii E "v' T - zz' SER! ES 185 A UMJNt,jo. FIXED WINDOW 73 X 72- NON -IMPACT rf 41,4TE, 77 EXTERIOR ANGE INSTALLATION DUALS W17 RIGO F!LLERS OF S-3u, IUP't Rcc APPRCvED SEA: 0842357 AL EFTS09/03/ j4 0 C F 72 JAMB INSTALLATION DETAIL L RCSER70 OW-S P, E. Luis R. Lomas F." U9-7ALSTRUC7LtREINS-;ALLATiON 1432 m:,CAD RD 27723 L No.: 6251 L 434SW,CW9All., sO L4 1`.L'kA iDN' X-IAV S R.:. Yh^ .. _._..-.. R[.. S-U "i.`.e'.t hw., A i}h'c 3S i;1 J,^'b ... l L nl-4E .;>.i-NT G P'IC?;.4sn IX o'U,CH, S 5 F P. MAX. r Praa N" pp` S'liV, SPACE EXTERIOR INTERIOR .:::in ' INTERIOR 1CuE rZ r1 = EXTERIOR 6Y JAMB INSTALLATION DETAIL CONCRETE14ASONRY INSTALLA77ON I C ` VERTICAL CROSS SECTION CONCRHTESONRY INSTALi ATION SIGNED: 11/15i2016 NOTES, ba3 Y. MARKET Si. 0 7, INTERIOR AND EXTERJOR FtNtSNES, By OTHERS NOT SHOWN FOR CLARITY GRATZ, PA 17030 2. PERIMITER AND JOINT SEALANT Bi'OTHERS TO 6E SERIES 185 ALUMINUM FIXED WINDOW ^*• Sy0$ DESIGNED IN ACCORDANCE WfTNASTME27f2 731 X 72" NON —IMPACT FLANGE INSTALLATION SETA S Y i'H R€GdT Fti LzRS TAi NTS ;' ii f G3/? 4 0 E-4 `35 $ 3- L. RO-WRTO LOMAS P.E Luis R. Lo-nos P.E. 74XWOODFORD RDLEVOSVILLE, NC 27C23 FL NO.; 62514 4344SX'..+ a"'t.S r ara s.rntn APPROVE" a-H NO 711 16 "Yo0f) NG a a{ 77 - EXTERIOR i srov SpAcF S CP E N 4C, P iV 3 VERT7CAL CROSS SECTION WOai 7,HAA4TNO OA 2X 3UCK INSTALlATIaN INTERIOR VIP". 9--JND F EXTERIOR JAMB INSTALLATION DETAIL NOCC FRAMING OF 2X SUCK NSTALI A PON A 8 NAV-NC NOTES. 1, WTERIOR AND EXTERIOR FINISHES, BY OThERS NOT SPOV" FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTW E2112 V! WINDOWS ANC DOORS, PLC 650 W. MARKET ST. GRATZ, PA i7430 SFR!ES 185 ALUMINUM FIXED WINDOW 73" X 72" NCN-IMPACT FIN INSTA,-LATION DETAILS 08-02,357 NTS LwE 09/03/14 OF 12 L AGSERrO LOMAS RE 14WIACOMWC,W RV C SW6VX-1 E, NC 27C 3 SIGNED: 1111512016 7r,p ITOT OFOF 0 R I'Dit L No.: 62514 Florida Building Code Online https://www.floridabuilding.org/pi•/pr app__ dt1.aspx?pararn=wGFVX... d b'O Product Approval USElit: ruw Userr Apv'Q'Yol f4vom , F")_OKk P! NM!&OUQO ,.NTQI > 42ax LaiLLkt > Application Detan qN, IRS=11, FL # FLI5353-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 bsid i nger@ rn ivvd. corn Authorized Signature Brent Sitlinger bsithn9er@miwd,corn Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed tkits R L.omas, PE the Evaluation Report. Florida Ucense 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 - Flardicopy Received 514-NArd AAMA 450 Y-"t 2010 I of 3 4,13 /-)0 18, 7:26 AM Florida Buildirig Code Online https://www.tloridabtiilding.org/pr/pr_app__dtl,aspx?parain=wGEVX,.. Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method I Option D 10/16/2017 10/23/2017 10/26/201,7 12/12/2017 FL # Model, Number or Name Description 15353.1 5764 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HV"Z,. No FLI5353 A3- 110 0144313,pdf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion FLJ535,3,,R3 A% 51a07B<pOf span: 104-1/4". Created by Independent Third Party: Yes 153512 5764 Vertical Alurninurn Mullion Limits of Use Installation Instructions Approved for use In HVHZ: No 171,15353, R311, 08-01439B.Pdf Approved for use outside HVHZ. Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant- Yes Created by Independent'll-urd Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion Ft,15353 R3_,A, 5 C 313,pOf span: 83" Created by Independent Third Party: Yes 15353. 3 5765 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FLI5353 R,} 11 08t-Q1,44 13,pdf Approved for use outside HVHZ., Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion FLI5353 _R3, AF 512073B,pdf span: 156-3/8" Created by Independent Third Party: Yes 15353. 4 5765 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use In HVHZ: No FLA5353 R3 11 06-01A40B,p(If Approved for use outside HVHZ.- Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant* Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion FL15353-R3_AE 51206411,t)(11 span: 83'% Created by Independent Third Party: Yes 15353. 5 CM-18514 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use In HVHZ: No FU5353 K3 It 09-01442B.pof Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other, Max single window size: 52- 1/6" x 84". Max mullion ri.i5353,K3A[ 51,1206(I.pdf length - 83". Created by Independent Third Party: Yes 15353. 6 CM-18520 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Verified By: Luis R Lorrias, 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 FtJ5553 full"AL-115120175113I.Por span - 156-3/8" Created by Independent Third Party: Yes 153517 CM-18523 Horizontal Aluminum Mullion 2 of 3 4/13/2018, 7:26 AM Plorida Building Code Online litips://,A,ww.floridal)uilding.org/pr/l)i,--_app__dti,asl)x'?paratn—wGEVX.,. Limits of Use Installation Instructions Approved for use in HVHZ: No F1j5j53R3 It Uti-014!5 B,pl;lf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant; Yes Created by Independent Third Party: Yes Design Pressure, N/A Evaluation Reports Other; Max single window size - 52-1/8" x 84". Max mullion FILIT15315131 R3 AE, SA()7§6,pcff span - 104-1/4". Created by Independent Third Party: Yes 15353,8 CM-18531 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No J`t,15353j33,Jj Q (3-01 443F ' 'Itlfff Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. Max single window size: 52-1/6" x 84", Max Mullion FIJI5353 R3 A f span - 83" Created by Independent Third Party: Yes 15353.9 i CM-18532 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use In HVHZ: No rLI5353 R3 11 08-QH-313,0f Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant. Yes Created by Independent Third Party: Yes Design Pressure; N/A Evaluation Reports Other: Max single window size - 52-1/8" x 84". Max mullion span - 156-3/8" Created by Independent Third Party: Yes 15353.10 CM-18533 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use In HVHZ. No 3,,pdt Approved for use outside HVHZ. Yes Verified By; Luis R Lomas, PE PE -62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure. N/A Evaluation Reports Other. Max single window size: 52-1/8" x 84". Max mullion Ft-15353 R3-AF 51206WrAf span: 83" Created by Independent Third Party: Yes 15353,11 CM-18534 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use In HVHZ: No Fl 15151 R,3 jj_"-Q141514pdf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE Pe-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure- N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion F05,150 R3 span: 156-3/8". Created by Independent Third Party: Yes k Next' cc,phil'Ws ;: phonei 05Q-4A7-1-3Z-4 The State of Florida a all AAIFEO employer, "llicy aVWD#nt :: A"Assititity, 5jAj&r')e , Under Florida law, --andfladdresses are pubic records. If you do not want your e-mail address released in response to a pubic-recoicts request, do not send electronic mat to this entity. Instead, contact the office by phone or by traddrional mail. If you have any questions, please contact 850A87,1395, 4flursuantlo, Section 455,275(1), Florida Statutes, effecirve October 1, 2012, licensees licensed under Chapter 455, FS, must provide the Department with anernalladdress ifthey haw one, The emaI4 provided may be used liar official communication with the licensee. however email addresses are pu4bc mcard, It you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public, To determine if you are a licensee under Chapter 455, F.S., please click t.jete , Product Approval Alociaptlin TIM]WEIM Credit Card Safe 3 of 3 4131120 18, 7:26 AM K77' ft OACDUC SJ OIWN DEiN S vA,',ILFAZ7L"RlEC c C 2' WOCO ;,AVINC BE OE"Wo MD VXKV; 7C PPCPE;2 N' 'M0SPONSC',L7r OF 7,r 1,RC'-!7, r <C a.hAS-RESS ACROC' W3 WAS NQ SAO 0 OF AWN OF E P&CUO Sria C"4',lj 4ET*ELN. WO At. XWOON 00" 6 WAS AMC FX AMC AWWR QlAWATENS 4: APPROVED W!,CT -lO-i"'-'-"-Iv} E s R 0""RFQ) '3R -iS RCDUC ZN "MNC 50ANIIE H78F3 C"S up TL '4PIN" . )NL 5; :EIGN PFESSURE AI NS7ALLATICN C;E_'ALS S,-CWN yVjWW =my OWY To MUa;ON, WNDOWS MUE7 BE AWUW D NCER SERARATE APPROVAL. 51 SNaE WNICOWS 7C BE NIIJLLF ME NOT 9,9TTO Ti-OSE SWWN A At DRAWN',; %,Nj.%,3i,'%','S bAIUST SE 1,4ANUACILR."' by ?,li WICiVS ANO 000PS, NC 7) XSCN ESSW`_ , OF _- _lNiT SHAL,_ HE CWTVUED S' 0-,E E 'EF DESIGN PRESSURE ' OF _HM:,L_ZN OR i H_ WIWCLAI_ SS CTIM ACURUNIT, MTO MO BE W_ OGETfNC:E7iM7--Y ,,S _CNIC AN;3'_L 1W WO AM WWT ME %7 : KEMD AND MUUN S ANaCKO AS SHOWN nDEN, UM ORTCO NSW -PON iS S;- OWN, VA' FF JS,-_5 N L OR!2ONTA_ AFFPuCAT GNS S ,CNC AS r,W'_NSK_'NS AN N ME NO EAHAD MO MUMN I AKnQD NZORONG To "HE owiVA" 7UN-L ECUIRES GZS,-, LOAD A? FZMA TAMW ZW 2) WIN4 WD V"% SUM NSEI A, PRMwT TO 3: N57A-LEG, SEH '"> WUA FOR 3) _LA7 klIJ'L_iCN SPAN '- MIT LIF'GHHF% ATZ 7R_MY 74t ?N iRSECT' ION c-_ ROT ANC CO, _.IAM Cc\_-;NI"C T'llE M0 SPAN ANO RSi -JARI FOR PRUAT N TEP 2 Mu'—ON 'rA!N(; MUST EE ',;AL OR CiF* A 'R AN ?FM ITE: GESiON PRESSURE JS,NL.L' 1% S A` 2 ANO,0MG NWS 1: 7CP N-2 WMa WWWO CA A SWK AM CC WMC SCRE,',,V 'N;C'ENT LENCT" -7 ACIE',''41NNUM, EkASEDMEN7 ;INCt,ORS AS SOWN' A NSCK'kTjO,%" H-ALS 77R ANCHORNO N'^,,Rs _ LSE !,/4" ZL':C '_L7RCCi\ _APU-, N EN07, 7C, Ac: E,4'E A 3 '/4' W17I' 1' - NCt ORS AS IAINIMLAi DCZ C STANC,' !_CCAT_ A Ski0VVN M iNS7ALLAQN DFTA,S S--FFTI P ANC"C,, RNC IN: W-An OF #10 SM CR MY DRILLNC SCREW WTH SU,,-F C;ENI` LENWH M ACHINE Z IRER0 WIM MM SDOND TOOKE MAWR WALL LOCA-E A%"Ci' RSAS % OWN N NS7Al,,A7ION Dc!XLS S'A, i ', AL, FASTENERS TO K MF,'Z)SiCN RE-SiSTANT, AISHKATION AWHIS SHALL BE IAiSTALLEu A AMCROANCz, TTH ANCHOR MANFAG IUPE'S !NSTAi._A',LQN PNSPUCICNS, ANC ANC- C2S SriA-_ 1,j,7 t-E !USED N SHRUTS WN S700S SS AN '. E.NGTH'i iF FC HIL7'-N ' _ V, MMUM STRz, SPEC A, K)CIC - kl,NNuMSFCCIFiC 1,RAVTY Or 3=C42 9 CXCul MNWM COWPHSA STAK74 OF T& PS; C V_ASONPY MN'ORVA;qCE 70, AS7V, C-90, ".;,DE 4. E 1 qR. wavERj, 0 LET -S _LL la,A C3 4--'AcHNr' CICQ' P i,WfS 'O WO, ',SF 7"10 SELF APIP, NG CREWS WIN SAWTV i 00, M AVUE A 05MV, FWMWW OF 7AVE _,EAO'_ PAST - HE V,2L'ON LOCKC SCR',N" ',2- VA, C -, 8" -'OV EACH V'jLiUlv4 END ANC VAA. 7JAKWHI ERGO sums M EACH WNW141 TAKEONOOP{ xrS OESHWU owcows Mi WINDOWS AND DCORS, L L, 660 WEST MMAT STREET GRA72, PA ',7030-0370 5764 - VERTICAL MULLION 83" MULLtCN SPAN GENERAL NOTES V1. 08-01439 MM NO I" OVII/12 I SAO 1 OF 4 L WWArO Q Q2 4CCZF0PDJP0 6TIVED: I01131917 0 Q,TUAT 4 OF Luis R. Lo"s P.E. FLNo.: 62514 107 3 ' /8' A2 T-- ji WINDOW, 'WINDOW T nDOW r)-i- -- -#i.- f-#1 Mullion n (in) Tributary width (in) 18.13 25.50136,00142.00 48.00 52,13 1 25,00 120.O 20.0 1 120.0 1120.0 12C0 120.0 37 38 jq 11, 120,0 120,0 120.01211-0 76.9 75,2 76-1 i49, 89M1412062.00 Ro FF, R '3431 SE 33,0 29T 27A 26.3 72,00 44.9 32.7 24A 2-,,8 19-9 19.0 F-8-4-00 25.11 20.3 I - I LARGE AND SMALL MISSILE IMPACT, LEViELD,, WIND ZCkYE 3 DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND DO NOT INCLUDE' FLANGE J WOT All '62 A...._....__FF 53' WINDOW iG4- oAit . APPRZ;'If'r, ANC1'39N. trJES & INS :. 7 IIW" W2 WINDOW PAM WpvDOWt SPAN', ik2 APPROVED CONFIGURATIONS MULTIPLE UNITS MAYBE MULI-10 TOGETHER AS tONG AS COMBINED WIDTH DOES NOT EXCEED ID7 3,8'AS SHOWN HEREIN, Pcim 11 mfinry InQfi with -h- Mulfion Tributary width fin) span fin) 18,13 25,50 36.00 42.00 148.00 152.13 Z& OO 12U 120,0 120.0 120.0 120.0 37. 38 120.0 120,0 120.0 120,0 120,0 iLO2 120, 0 49. 63 120,0 98.3 81,2 76,9 75.2 75.1 73: Fo 95,2 70.0 53,3 4&1 44.8 43,4 F 65-63 80.0 58,6 44.2 39.7 36.7 359.3 7- 720o 60,3 43.9 32.8 22,2 26.7 25,5 84. 00 377-T 27,3 07 17.7 16.0 1,5,1 LARGE AND SMALL MISSILE IMPACT, LEVEL D, WiND ZCNE,9 DIMENSIONS IN CHART ARE FRAME DIMENSIONS AMD DO NOT INCLUDE FLANGE, M1 WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRA- Z, PA 17030-0370 5764 - VERTICAL MULLION 83" MULLION SPAN APPROVED CONFIGi RATIONS AND RATING 'HAR7-- V* 1_0 08-C 439 L. ROSE 'FTO LOM4S A.E. 14W AVODFORD RD --Wr5VIL-E, AC 27= 434ZW- 0609 SIGNED: 1011312017 E N O TA TEOF Luis P. Lomas P.E. FL No.! 62514 kN je .-ACON -AP'CiN, 77 SE--75796 p NAi- E F, SE' 7754 l0i-L-CN M 0 0 2 2 16-EDMENT NOCO" FRAWNG/ 2X 30CK VERTICAL CROSS SECTION A F4ASCARY66 Clq E AND WC4,-D FRAMING INSTALLATION OR "RAMONG S'92 RA7E 22 S OR UL!NC 4 7-A; 2- VfN 7"ST V", 11 A,['' VERTICAL CROSS SECTION METAL ISFTALLAT1ON Ml WINDOWS AND DOORS, LLC 650 WEST MARKET S-REr- GRATZ, PA 17030-C376 5764 - VER7')CAL MULLION 83" MULLION S?AN iNS7ALLA71CN DE7AiLS 08-01439 5CALE N-i I Z"z 01, / 1 12 3 0 F 4 L. AOBSR70 LCUAS P.E. 4,V WC00F0FD RD L F VILLF- NC 22W SIGNED: 1011312017 0 E N IV5A V ; IOF LL;is R. Lomas F.t FL No.: 525'4 40 SEC T5764 MULLION ALUMINUM ---T ka5-Tb,l THICK RF- 185-2 REBAR If CA 062i aALVANZED STEEL 4v_TEs i-,, aP 0/007) c'FAMiNC, 2 FOP V,037-'& Mt A- A4,T20,N ri- A')UP ANC-10R 7 COP CONC7-T,_ 2 O' C"7icNs 3"."' VV AN- 1 i 0 843' MT000022 CLIP 6GA I7iMJ GALVANIZED STEEL SEE NOTE 2 & 3, THIS SHEET. 71—)- SECT5796 CLIP FOR W-' lOD FRAMING INSTALLATION ALUMINUM 5063- T5 . 125' --fJ0K 2 122 32 2, F F SECT5796CLIP 2X 00, 21-n" FOR CONCRETE INSTALLATION ALUMINUM aO& 3 T6 125' TH0< VIE W J N DO' W S A NO D 00 R S, LLrl' 650 WEST MARKET SREE7 GRATZ, PA 17030- C370 5764 - VERTICAL MULLION 83" MU,,110N SPAN COMPONENTS Z)RA N. ---- 7L- NTS 01111112 L ROSERTO L: U4S P.E 1432 MrDFORO RD LEWIS V&LE A-- 27= 434 63S-! SIGNED: 101112017 11R1W lljil to J51 r}sTAT -F A 777Luis P, LomasFL No,: 62514 Florida Building Code Onlioe https://www.floi-idabuildiiig.org/pr/pr_.app___dtl.aspx?paraiii=iv(itVX... , HC113 Home toq In Use, Req,stration dborProduct Approval USER: public User Hot Topics Submit Surcharge Stats & Facts Pub ications FRC stair RCIS Site Map rinks Search r" od"Act Api"lDvjll rinnv I rlCFJ xt 0, Appli,ati; i 5eac G > APaxaWn LIA , Appl"tion Detail FL # FL13223-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer James Hardie Building Products, Inc. Address/ Phone/Fmail 26300 La Alameda Ste. 250 Mission Viejo, CA 92691 909) 349-2927 pingsheng. zhu@jameshardie.com Authorized Signature Pingsheng Zhu pingsheng, zhuO,Iarneshar(lie.(,orTi Technical Representative Pingsheng Zhu Address/ Phone/Ernall 10901 Elm Ave. Fontana, CA 92337 909) 349-2927 p( n9sheng.zhu(plameshardie.corn Quality Assurance Representative Pingsheng Zhu Address/ Phone/Email 10901 Elm Ave. Fontana, CA 92337 909) 349-2927 pingsheng. zhu@jameshardie,com Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Ronald I. Cigawa the Evaluation Report Florida License PE-24121 Quality Assurance Entity Intertek'Testing Set -vices NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 1213112020 Validated By John SOL1018rd, P.E. Certificate of Independence Validation Checklist - Flarricupy Received FLI W3 R4 GOI. RIGS - Certificate Of Ii1dePCnder)CO3Pdf Referenced Standard and Year (of Standard) *UNLROAN ASTM C 1186 ASTM E330 Y_ w 2007 2002 I of 3 4/13/20 18, T29 AM Florida Building Code Online https://www, floi-idabuildirig.org/pt-/pr.,_app._ dt1.aspx?pararn=wGEVX... 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 7 *1 A50M (14". t.qqiv011t,!,m,-,y,pdf Method I Option D 08/09/2017 08/25/2017 08/28/2017 10/10/2017 FL # Model, Number or Name Description 13223.1 Cempanel Siding fiber -cement panel siding Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL1322:i R4,11 Approved for use outside HVHZ. Yes FL,13223 R4 It NOA 17-0406,Wp(lf Impact Resistant: Yes FL 1 32?3_ R4It RIO 2(a89-11 Panel to Furring, p It Design Pressure- N/A FI If RIQ-2636,17 ' Paitel WQg(J Metqt Ftarrie,pd( Other: For use inside a HVHZ install in accordance with NOA Verified By: Ronald I. Ogawa 24121 11- 0406M6 Created by Independent Third Party: No Evaluation Reports R4 At__NQ,A 689- 17 Panel to FmTwg,p jf 111 - - " " , p, '' _ ftj) 7?_'} ft,) At' VV -tort1q, 0f 9 .9 j Mptol I p Created by Independent Third Party: Yes 132212 HardiePanel Siding fiber -cement panel siding Limits of Use Installation Instructions Approved for use in HVHZ; Yes FL 132? JR+ -,I! !lot oiePankil- 1, Approved for use outside HVHZ: Yes 17-040606,pdf Impact Resistant: Yes F1,13223 R4_11_RI0 2689-17 Pastel to Forring.t)(If Design Pressure; N/A FI I --RIO 2686-117 Panel Wood Hetol Frofnt',.pqljf Other: For, use Inside a HVHZ Install in accordance with NOA Verified By: Ronald 1, Ogawa 24121 17-0406. 06 Created by Independent Third Party: No Evaluation Reports F(.1 322)_144._AE NOA F(11' NP'3'_[(q AF_R10 2689-11 pofiel to Fqrflou,pof F11_11312213 R4 AIL _R10-26,86, 17 Paole, WW'd 'Metai Frarne.por Created by Independent Third Party: Yes 13223.3 Prevail Panel Siding fiber -cement panel siding Limits of Use Installation Instructions Approved for use in HVHZ,. Yes Ft,I,32123R4 If_NQA I'! 0406.06.pdf Approved for use outside HVHZ: Yes FLI322}_R4 11 Pi,evail-Pariel-,Iiistallatic)n,p(if Impact Resistant., N/A FLj3223._,R4,_IJ,_R10' 26891/ Panel to Fumnq,piif Design Pressure. N/A Other. For use Inside a HVHZ install in accordance with NOA Verified By: Ronald 1. Ogawa 24121 17-0406, 06 Created by Independent Third Party: No Evaluation Reports NQ4 17- 0406,0pof 4(ii)t_ IJ Par 4t to t`wrli)g.p(tf FL132 , 3 R4 _ AE RIQ-,,066. 11 Panel Wood Metal Frame,f)(If I Created by Independent Third Party: Yes CQriW_Wi :: 2619- 1 KQod,NWWW5 FI"32799 Tle, State of Fk),kid t, an AA/FM employer. :: :: : : Rtfund-stailmigm 2 of 3 41' 1312018, 7:29 AM Florida Building Code Online littps://www.floridabuilding.org/pr/pr app _dtl.aspx?param=wGEVX— QiMer Florida law, email addresses are public teckirft. I you (to not want your e-mal address released In response to a public -records MQUe5t, (10 not send electronic in a 4 to this entity. Instead, contact the office by phone of, by tradittimal mal, If you have any questions, please contact 850.487,1395. *Pursuant to Sectlun 4SS.275(i), Florida stames, effective octoher 1, 2012, Irerisees kensed under Chapter 455, F.S. must provide the DeplirtolOnt With all einaff address if they have one. The ernaft pmvkied may be used for ofkjal communication wkh the licensee, However Purad addresses are pubill- 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 detennhe If you are a licensee kinder Chapter 455, F,S,, Please click heM Product Approval Accepts; M-111 m [go EE m Credit Card Safe 3 of 4/13 /2018, 7:29 AM Florida Product Approval HardiePanelO Siding For use inside HVHZ: 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. HardiePjanel''7.19. Vertical Siding JamesHardle EFFECTIVE SEPT[MBER 2013 ` the most recent version, SMOOTH - CEDARMILLO a SELECT SIERRA 8 - STUCCO IMPORTANT- FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND JADES HARDIE WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY, AFFECT SYSTEM PERFORMANCE, VIOLATE LOCAL BUILDING ("ODES, AND VOID THE PRODUCT ONLY WARRANTY. BEFORE INSTALLATION, CONFIRM THAT YOU ARE USING THE CORRECT HARDIEZONE INSTRUCTIONS, INSTALLATION OF HTI 0""a PRODUCTS OUTSIDE AN HZ1 0r' LOCATION WILL VOID YOUR WARRANTY TO DETERMINE WHICH HARDIEZONE APPLIES TO YOUR LOCATION, VISIT WWW.HARDI[IONE.COM OR GALL 1-866-942-7343 1 STORAGE & HANDLING: Store flat and keep dry and covered prior to installation. Installing siding wet or saturated may result in shrinkage at butt joints. Carry planks on edge. Protect edges and corners from breakage. James Hardie is not responsible fix damage caused by Improper storage and handling of the product. OUTDOORS 1, position curling station so that wind will blow dust away from user mid Others in workrig area, 2. Use one of ft following methods: a. Beat: i. Score and snap H. Shears (manual, alectric cr Fineianafic) b. firtier. I. Dust redudog (*cular saw equip with a Hardiefiladia'savi We and TOT-IrI.CUUM 6)(IreGAOR ci, W: 1. Dist rrtftinl;i oroularsow, with a Hdrdieetade saw U only use for low to moderate cutting) INDOORS 1. Cut only using score and snap, or shears (manual, electric or prieurnabc). 2. Position cutting statical in well -ventilated area NEVER use a power saw indoors NEVER use a circular saw blade that does oil caly the Itar"atclesaw We hadenark NEVER dry sweep - Use wet suppression or It PA Vacuum important Note: For maximum protection rowest respirable dust production), James Hardie necoulthends always using"Rest"Aivol cutting mettiods; whole feasible. NIMI-appirived respirators can be used in conjtmllon with above cutting prac" to further reduce dust exposures. Airkiftlonal exposure Information 11 available at www lam to hell) you determine the most appropriate cutting method for vote job It wriwn I'll etiish about exposure Levels; or You to W wriply with fix) above pactices, you should always consult a qualified industrial hygierest or contacl,JamwA Hardie for further information GENERAL REQUIREMENTS: These Instructions to be used for residential single family instaltalons only. For Commercial / Mufti -Family installation requirements go to WWW.Ja[TiesHardoComniercial,(.()(TI HardicPanot" vertical sitting can be installed over braced wood or steel studs spaced a maximum of 24" o.c. See genernal fastening requirements. Irregularities in training and sheathing can mirfor through the finished application. James Hardie rewripmends installing HardlePanel on a capillary break (rainscreen/furring) as a best practice. Information on installing James Hardie products over foam can be located in JH Tech Bulletin 19 at M_N&LamtKdIc.qQFq 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 HardieWrapO 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. HardiriPanal vertical siding may be installed or, vertical wall applications only. DO NOT use HardleParel vertical sidl in Fascia or Trim applications, Some application are not suitable for olorPlus. Refer to ColorPlus section par 3. 00 NO- use stain, oiValkyd base paint, or powder coating off James Hardie" Products. iForlargerrejects, 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 ex ansion and moisture movement of the product in their design. These values can be found in the Technical Bulletin 8 "Upansion Characteristics" at www.Jamosrardie.corn. INSTALLATION: Joint Treatment Fastener Requirements * Vertical Joints - Install panels in moderate contact (fig. 1), alternativelyPositionfasteners3/8" from panel edges and no closer than joints may also be covered with battens, PVC or metal jointers; or2" away from corners. Do not nail into corners, caulked (Not applicable to ColorPlusO Finish) (fig, 2), HardleParral Vertical Siding Installation * Horizontal Joints - Provide Z-flashing at all horizontal joints (fig. 3). Framing must be provided at horizontal and vertical edges for nailing. Figure 2 Figure 3Hardiel"arel vertical siding must be joined on stud. water resistive banter water -resistive bamer Double stud may be required to maintain minimum edge 7, 2,x 4 stud /1' 2 x 4 stud barriernailingdistances. Figure 1 upper pane, 00 not 1/4" gap barrier water -resistivetar 'Is"v: neI t - r ar: upper p Go not 1/4' gapa Batten Joint "H" Joint sheathing UlardiePanet ms Pan' not VC gapDo eatZz- lashing water -resistive , _ caulk at,_ 0 vertical siding water-resiative barrier decorative _ b, d cardbandboard keep nails I "' lower pane. 2 4 stud lower 3/8* min. panel from panel edges plate Figure 4 leave appropriate gap between Recommendation: When 3/8" ones, then caulk* opInstallingSaam8, provide Caulk Joint e cona double stud at panel moderate icints to avoid nailing F NotapplicabletoColor'luo' Fitush keep fastenmrs, 2" caulk fit accurrance with caulk through grooves.I away from corners manufacturer's written application Instruction — James I farde products contain respirable im'Itelfire silica, which [a known to he State of California N (Atne cantar and is ronsiftel by IARC and 1,410SIf to be a cause of cancer from some occupational SWWR. BrOalhifvj excessive amounts of respirable silica dust can also cause. a (lisablin agedpotentially fribif lung OseaSo called silicoSIS, and has been linked with other diseases. Some MSmoking utles suggestskingmayincrease these risks. theing installation at handling: (1) wort in outdoor areas 41 t ample, venfilat M-2) useAber cement shears for cuftg or, where act feasible, use a Harifirt6tarle saw blade and dust-t ecluring circular saw attached to a I -EPA vacuum; 1) wantothersinnetImmediatearea: (4) wear a properly -fitted, N I -approved dust mask or respirator fe,q, N-95) In accordance with alariecable government regulations and manufacturer inalracdons to further knitrefroble silica e.vosums Cattail clean -tip, use I-AFPA vacuume or wet cloatim reenters neve r dry sweep. For further information, refer to our Installation instructions and Material salary Data Slutel available at www.iamesharde.com or by calling , I 80119uARDIEN-800-942-7343) FAILURE 10 ACTIEFIF TO OUR WARNINGS, KWS, ANO INSTALLATION INSTRUCTIONS MAY LW TO SERIOUS PERSONAL INJURY OR DOIR llwm I-IS1236- P1/ 3 1/13 AZZI-49. 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 1/41, compliance with local building code - 2" clearance between between James Hardie products surfaces, faces, flashing and counterflashing clearance between requirements for clearance between James HardieO and docking material. shall be installed per the roofing the bottom of James manufacturer's instructions. Provide a Hardie products andthebottornedgeofthesidingandproductsandpaths, Figure 7 minimum 1 "- 2" clearance between horizontal flashinT the adjacent finished grade, steps and driveways, - the roofin and the bottom edge of the Do ()or caulk gap. w-&—ter- I siding alrim, Refer to fig, 3 onFigure5Figure6sidingresisAiveIbarrierIFigure8pageI Clock material 1% 2" mi in mi min. a R On not bridge floors with Hardlef`anelO siding. Horizontal 1001AS Should 81MYS be Cldaltld 140IM011 1100fS (1119. 10), Maintain a minifflUrn 1" gap between gutter end caps and Siding & Wilt. Figure 9 Will gutter and end cap Figure 10 Wat f- Reskstwe Garner Horizontal Torn KICKOUTIFLASHING Because of the volume of water that can pour down a sloped roof, one of the most critical flashing details occurs where d Framing roof Intersects a sidewalf Itieroof must beflashed with step Flooring flashing. Where the roof terminates, install a kickot it to deflect water away from the siding, I is best to install a ell,adleflng membrane on the wall before the subtascia and Idol boards are nailed in ()face, and then come back to install the kickcAtt. Figure 11, Kickout Flashing To prevent water from dumping behind the siding and the end of the roof intersection, install a "kickout" as required by IHC code R905283 flashing shall be a min. of 4" high and 4" Ha((WanelO wide." James Hardie recommends the kickout be angled between 1000 - 110' to maxtruirm water deflection BLOCKED PENETRATIONS Penetrations such as hose bibs and holes 1 1/2" or larger such as dryer vents should have a block of Into around point of penetration. GENERAL FASTENING REQUIREMENTS Fasteners must be corrosion resistant, galvanized, or stainless steel. Elecho-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 hurnid climates. Consult applicable product evaluation or listing for correct fastener type and placement to achieve specific design wind loads. NOTF Published wind loads may not be applicable to all areas where local Building Codes have specific jurisdiction. Gonsutt James Hardie Technical Services it you are unsure of applicable compliance documentation, Drive fasteners perpendicular to siding and framing. Fastener heads should fit snug against siding (no air space). (fig, A) Do not over -drive nail heads or drive nails at an angle. It nail is countersunk, till nail hole and add a pail. (fig. B) For wood framing, under driven nails should be hit flush to the plank with it hammer (for steel framing, remove and replace nail), NOTE Whenever a structural member Is present, HardiePlank should he 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 fm Jr7N Countersunk, 1/m fill & add nail Figure A Figure 6 do nof under drive nails 00 NOT STAPLe FigureM AAlRed" PNEUMArIG FASTENING James Hardie products can be hand nailed of 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 Pail depth proves difficult, choose a setting that under drives the nail, (Drive under driven nails snug with a smooth faced harniner - Does not apply for installation to steel framing), HS1236 - P2/ 3 8113 CAULKING Fix best results momxOngmnmicJoint SealaritcoroplyingwithASTIVI G920 Grade mS.Class 2smhigher muLatex Joint Sealant complying with xSrMC83w, Caulking/Sealant must | mapplied /naccordance with the caulking/sealant manufacturer's written instructions, Note: U0uowduowell uasome other caulking manufacturers $onot allow tooling. DO NO IF caulk nail heads when using GolorPlus products, rof or to the ColorPlus touch-up section CUT EDGE TREATMENT PAINTING Caulk, paint mprime all field cut edges. DO NOT use stain, NValky$base paint, or powder coating on James Hardie' Products, James Hardie products v'Nu most be w 1 o,/m%* otouch-up CoknPNoproducts, recommended, Do not paint when wet, For application rates refer to paint manufacturers specifications. OacKrW/inVIs recommended || the siding ixsprayed C0L0RPLUS" TECHNOLOGY CAULKING, TOUGH -UP & LAMINATE ate should be taken when handling and cutting James HardieO ColorPlos@ products, During installation use owet soft cloth msoft brush to gently wipe off any residue mconstruction dust left onthe product, then rinse with ugarden [loma. Touch up nicks, scrapes and nail heads using tile ColorPlu3O Technology touGh-up applicator. Touch-up should be used sparingly. It large areas require touch-up, replace the damaged area with new HardiePanclO siding with ColorPlus Technology. Laminate shoot must be removed immediately after installation of each course, Terminate non - factory vuteUgoointo|rimwhnrep000|Mo.anduw|k.Cu|ormatmhedoov|kooraa«d|uNofmmynurCoWdpNx9pmductUea| mr Treat all other non -factory cut edges using the ColorPlus Technology edge coaters, available from your ColorPlus product dealer. Note: James Hardie does riot warrant the usage of third party touch-up or paints used as touch-up on James Hardie ColorPlus products. Problems with appearance mporfortflance arising from rise of third party touch-up paints mpaints used mtouch-up that are not James Hardie touch -up, will not bucovered under the James Hardie ColudquoLimited Finish Warranty. The following outlines (lie recommended applications fur GolorPlusacid Primed panels. Not all designs will be suitable for every application: Fxposedfasteners mbattens isthe recommended application for ColorPh panel products Dnnot use touch-up over fastener heads for smooth ColorP|unproducts 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 |ouch upapp|iouUuniuimyoAao\,Somocu|o,nmayokmwiuuoh-opwhonupp||udwn,&mteomo. Trim |urecommended Wcover joints when appropriate, PAINTING JAMES HARD IF" SIDING AND TRIM PRODUCTS WITH CO0RVILU S'TECHNOLOGY When repainting ColorPlus products, James Hardie recommends the following regarding surface preparation and topcoat application: Ensure the surface isclean, dry, and free o[any dust, dirt, mmildew Reprinting {anormally not necessary i8O%acrylic topcoats are recommended DO NOT use stain, oil/alkyd base paint, or powder coating oil Jarries Hardie", Products Apply finish coat in accordance with paint manufacturers written instructions regarding coverage, application methods, and application temperature IR(c NII ION, In accaUlce Off, ICGES Evaluation R%XA F'SR-1 a44, Hardreflan" VerhGal Wing I., r"lized! as a suitable afternato to that stomifftl in: the 200&2(ffl, & 2012 lolemoronal RrlslftltmGodo V Two'I'Mily Dwilirgs and the M'' 2009, & 01 2 Intoo latiorral Buildintl Gode. riwdohinel wrtk,.at sidintf Is also remyti7ed for apitkAtion In the (01olMog: City of Lm An"es Research report No 24862, $tate of Fktdda listitV RAW, Dade Counly, Florida NQAW. W-07?q'02, U'S Dept, (A IIIJI) Marerialsilplease 12,&3c. Texas DerArreent of Irlsurarce Product Evalurition K-23. CAyof NewYtyk MFA ?23-93-M. andCaliforoia DSA PA-019, I rose (Iol"UrTlents shoul(I'Mo he consul"J (or ado(flonal Information mr1couninq (lie sullawlIty of (Ills ploclur.1 for speclk, apfrItallons. waxoJames Hardie Building Products. All rights resolved, m AddK o MxWk8 nN mmh Tw w ommommm mpm'm u mnmnmxw Wu«oni°m. and Wum|nQoam—` at JamesHar l I'lorida Building Code Online littps://www.floridabuilding.org/pr/pr_app__dtl,aspx?param=wCif,'.VX.,. Comments Archived Product Manufacturer, Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Aluminum Coils, Inc, 5001 West Knox Street Tampa, FL 33634 813) 249-9743 giahrnan@alumi(iomcoilsinc.com Gareth Rahman grahman@alutiiinum(-,oilsinc.coiii Paul Frost 5001 West Knox Street Tampa, FL 33634 813) 249-9742 PFrost@aluiTiiriumcollsinc.corn Category Panel Walls Subcategory Soffits Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Zachary R. Priest the Evaluation Report Florida License PE-74021 Quality Assurance Entity PRI Construction Materials Technologies, LLC Quality Assurance Contract Expiration Date 06/19/2020 Validated By Locke Bowden P.E. Validation Checklist - Hardcopy Received Certlfic,aLe of Independence FL-11194" R7 co1-A0500114 20I7 F-13(- f,-yo!diota,)rj RBI ql; Q4 T4 Of Referenced Standard and Year (of Standard) RandAN Y. AAMA 1402 2009 Equivalence of Product Standards Certified By I of 2 4/13/2018, 7:37 AMI Florida Building Code Online 4tips://www.floridabLtilding.org/pr/pr_app _dtl.aspx?param----wGEVX Sections from the Code Product Approval Method Method I Option D Date Submitted 12/15/2017 Date Validated 12/15/2017 Date Pending FBC Approval 12/20/2017 Date Approved 02/13/2018 Summary of Products FL Model, Number or Name Description 12194.1 Alumunum Coils Aluminum Soffit i Aluminum soffit panels Limits of Use Installation instructions Approved for use in HVHZ,. No FL12I94_R7_II_ALC150Q1A 2017 FBC Evaluotion Rcpoit Approved for use outside HVHZ: Yes Q4 T4 Soffits Frrla,pdf Impact Resistant: N/A Verified By: Zachary R. Priest PE-74021 Design Pressure: -180/-90 i Created by Independent'l-hird Party: Yes Other: See Evaluation Report for limits of use. 1 Evaluation Reports FL 12194 R 7 AE ALC1,5001 A 20117 FDC Evaluation Rejxzrt Q4 TI Soffit"; rim"il'Ptif Created by Independent Third Party: Yes t8ack INext': The State of Flo,xla is all AA/EEO employer Q'Opywhk Florida. :: Privacy Staternelit :: AcLess0i'sty-StateilTeol under Florida taw, allied addresses are public If YOU (10 not Want Your e-road address released 01 response to a pvtk-records request, do ciot send ele,' hn"Jr ma,I to this, enUry. Instead, contact thet, office by Phone or by traditional mad. If you have Any questions, ()lease contact 850,487,1395. 'Pursuant to Section 455,275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, ES. must provide the Cepentment, MITI all ennill address If they have one. The emails provided may be Used for official communication with the licensee, I lowever ernaq addresses are public reco,ld. If you do not .1sh to supply a personal address, please proOde the Department with an emcul address which can be made avatiabiq, to the public. To determine if you are a licensee under Chapter 455, F.S., please click here.., Product Approvat Accepts: M W] W EZ-11 M Credit Card Safe 2 of 2 4,113/2018, 7:37 AM TF-cHNICAL SERVIC-ES, LLC EVALUATION REPORT Manufacturer: Manufacturing: Quality Assurance: SCOPE Category: Subcategory: Code Sections: Properties, REFERENCES ALUMINUM COILS, INC. 5001 West Knox Street Tampa, FL 33634 813) 249.9743 c _.rn Tampa, FL Certificate of Authorization No, 29824 17520 Edinburgh Dr Tampa, FL 33647 813) 480-3421 FLORIDA BUILDING CODE 6"EDITION (2017) PRI Construction Materials Technologies (QUA91 10) Panel Walls Soffits 1404.51, 1709.10 Wind Resistance Issued December 14, 2017 Entity Report No. d r year Certified 'resting Laboratories (TST1 577) CTLA 1847VV 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 FBG Section 1609. 3. Soffits shall be labeled in accordance with FBC Section 1709. 10. 4. Installation of the evaluated products shall comply with this report, the FBC and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail, 5. Installations shall meet the minimum ventilation requirements of FBC section 1203,2, 6. Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the minimum load resistance for the project requirements, 7. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. ALC 15001.4 FL12194-R7 Parie 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, LILC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ALUMINUM COILS, INCCREEKSoffitsaTi-titNICALSERVICIFS, LA-C 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 W/linft for the 'full vent' configuration and 11.1 in2/lin.ft, and for the `center vent' configuration, See Appendix D for dimension drawings. 12" T4 Soffit Preformed nominal 0,0135-inch thick, 3105 H-14 aluminum soffit panels provided in 12- inch sections. The reported net free ventilation areas are 12.5 in2/lin,ft, for the 'full vent' configuration and 4.2 in2/lin.ft. for the 'center vent' configuration, See Appendix D for dimension drawings. 12L=U-?AM AW15001A FI-12194-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, ALUMINUM COILS, INC Soffits COMPUANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, (P Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer, R. No 74021 ir 110 STATE OF '*W 0. 0 R C ONAk CERTIFICATION OF INDEPENDENCE 2017.12.14 i 16:21:34 05'00' Zachary R. Priest, P.E. Florida Registration No, 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation, Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. APPENDICES 1) APPENDIX A —Approved Systems (11 pages) 2) APPENDIX B — Installation Drawings (19 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC15001.4 Fl.12194-R7 Page 3 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 I ECHNICAL SERVICCE-S, LLC APPROVED SYSTEMS ALUMINUM COILS, INC soffits 0T.-IMM The following notes shall be observed when using the assembly tables below, 1. Maximum Design Pressures (MDP) were calculated using a 1-5: 1 margin of safety per FBC Section 1404.5.1. 2, Refer to LiatTATioNs and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLATION section of this report for installation detail when the Information is not explicitly stated for the selected assembly, 4. The on -center (o.c,) Spacing given is the maximum allowable attachment spacing for the rated system. 5. Unless otherwise specified, the Wood substrate shall be minimum No. 2 SPF (S.G. = 0.42) 2x lumber. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90, Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project, 7, Typical fastening details are as follows: a. 12"T4Sofia —12-incho.c. Fastener Fastener Location Location b. 12" T4 Soffit — 4-inch o.c. Fastener Fastener Fastener Fastener LocqtJon Location Location Location 14 c. 16" 04 Soffit — 16-inch o.c. Fastener Fastener Locition Location ALC15001, 4 FL12194-R7 Page 1 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC; of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ALUMINUM COILS, INC soffits Appendix A d, 16' 04 Soffit - &inch c.c. Fastener Location I — Fastener Fastener Location 1, Approved System Numbers and Definitions 10 5jj-# A proved Systems for 10,5-inch Soffit Span with J-Channel at Wall and Eave 12F-# Approved Systems for 12-inch Soffit an with F-Channel and Fascia Cap 12J-# Approved Systems for 12-inch Soffit Span with J-Channel and Fascia Cap L12J41 Approved Systems for 12-inch Soffit Span with J-Channel at Wall and Eave 14,5JJ-# Approved Systems for 14,5-inch Soffit Span with J-Channel at Waif and Eave Approved Systems for 16-inch Soffit Span with F-Channel and Fascia Cap 16j-# A pproved Systems for 16-inch Soffit Span with J-Channel and Fascia Cap I I 6JJ_* Awroved SLstems 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 24-inch Soffit Spar, with F-Channel and Fascia Cap 24J-* Approved Systems for 24-inch Soffit Sgan with J--(-'hannel and Fascia Cap 24JJ-# Approved Systems for 24-inch Soffit Span with J-Channel at Wall and Eave 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 psi) Substrat J-Channel Substrate J-Channel e Attachment Attachment Three (3) 18 ga. 1/4-inch crown x 1-inch leg staples in diamond pattern spaced 24-inch o.c. securing Three (3) 18 ga. 114-inch crown x 1 -inch leg staples in Max. J-Channel to joists; diamond pattern spaced 24-inch o.c. securing 10,5JJ-1 16-inch Wood One (1) 18 ga.1/4-inch crown x 1-inch leg staples Wood J-Channel to joists; t59.8 located in the horizontal leg of the J-Channel spaced One (1) 18 ga.1/4-inch crown x 1-inch leg staples located 12-inch o.c. I in the horizontal leg of the J-Channel spaced 12-inch o.c. ALC15001.4 FL12194-R7 Page 2 of 11 This evaluabon 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 TecHI'JiCAL SERVICES, LLC ALUMINUM COILS, INC Soffits 9..- Approved Systems for Maximum 12-inch Soffit Span with F-Channel and Fascia Cap Wall Connection Eave Connection System Panel MDP No. Width psfl Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) min, 3/8-inch head dia. nail, One (1) min. 1 3/4-inch long x 12F-1 Max, Wood 1, min25 nch embedment spaced Wood 1) min. 3/8 x 3/84nch crown 0,072-inch dia, x min. 3/16- t4O le -inch 24-inch o.c, staple spaced 16-inch o.c, staple inhead dia. trim nail spaced 36-inch O.C. One ( 1) 14 ga. 5/8-inch long T nail or One (1) min. I 3t4-inch long x 1217- 2 Max. Masonry 9 ga., min, 5t8-inch long Stub Nail wood One ( 1) min. 3/8 x 318-inch crown 0,072-inch dia, x min. 3/16- 40 164nch with 3184nch diameter head spaced staple spaced 16-inch o.c. inch head dia. trim nail 84nch o.c, spaced 36- rich c.c. Max. Three ( 3) min. 314-inch x 1/4-inch One (1) min 314-inch x 114-inch One (1) min. 1 3(44nch long x 0. 072-inch dia. x min. 1144nch 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 I inch o.c. One ( 1) 14 ga. 5/84nch long T nail or One (1) min 3/4-inch x 1144nch One (1) min. I 3/44nch long x 12F- 4 Max Masonry 9 ga., min. 5/8-inch long Stub Nail Wood crown staple spaced 8-inch o.c. 0+ 0724nch dia. x min. 14-inch 48 16- inch with 3J8-inch diameter head spaced panel Jap andsecuringeachphead dia. trip nag spaced 48- I 64.2 1 1 8-inch o.c. I inch o.c. I Approved Systems for Maximuml24nch Soffit Span with J-Channel and Fascia Cap Wall Connection Eave Connection System Panel MDP No. Width P s f) Substrate J- Channel Attachment Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Three ( 3) min. 3/4- inch x 1/4-inch crown One ( 1) min. #8 x 1/2-inch One il) min 314-incb x One (1) min. 1 314-inch long x 12J- 1 Max, Wood staples in diamond long x 318-inch head diameter Wood 1/4-inch crown staple 0. 072-inch dia. x min, 1/44nch 48 16- inch pattern spaced 24- screw spaced 164nch o.c. spaced 8-inch o,c. head dia. trip nag spaced 48- 64.2 in OX. connecting soffit to J-channel I i I inch o.c. ALC 15001.4 FL12194-R7 91-M This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shah notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ALUMINUM COILS, INC soffits Appendix A Approved Systems for Maximum 124nch Soffit Span with J-Channel at Wall and Eave Wall Connection Eave Connection System Panel MDP No. Width pst) Substrate J-Channel Substrate J-Channel Attachment Attachment Three (3) 18 ga. 1/4-inch crown x I -inch leg staples in Three (3) 18 ga. 1/4-inch crown x 1-inch leg staples in diamond pattern spaced 24-inch o.c. securing diamond pattern spaced 12-inch o.c. securing 12JJ-1 Max, Wood J-Channel to joists; Wood J-Channel to fascia: I 70 16-inch One (1) 18 ga.1/4-inch crown x 1 -inch leg staples One (1) 18 ga. 114-inch crown x I -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 MOP No. Width Substrate J-Channel Substrate J-Channel Attachment Attachment Three (3) 18 ga, I i4-inch crown x 1-inch leg staples in Three (3) 18 ga 114-inch crown x 1-inch leg staples in Max. diamond pattern spaced 24-inch o.c. securing J-Channel to joists; diamond pattern spaced 24-inch o-c. securing 14.5jJ-1 16-inch Wood One (1) 18 ga.1/4-inch crown x 1-inch leg staples Wood J-Channel to joists; 43.3 located in the horizontal leg of the J-Channel spaced One (1) 18 ga,1/4-nch crown x 1 -inch leg staples located 12-inch o.c. I I in the horizontal leg of the J-Channel spaced 12-inch c.c. ALcl 5001 A FL12194-R7 Page 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. CREEK J ECHN;CAL SF-R%rICES, LLC ALUMINUM COILS, INC Soffits Approved Systems for Maximum 16-inch Soffit Span with F-Channel and Fascia Cap Nall Connection Save Connection System Panel MDP No, Width Psf) Substrate F-Channel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1) 14 93. 5/8-inch long T nail or One (1) IS ga. 114-inch crown x One (1) min. 1. 75-Jnch x 0,072-inch diameter 1617-1 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 18-inch diameter head spaced 44nch o.c. and securing each inch head spaced max. 8-inch o.c. panel lap 12-inch o.c. Three (3) 18 ga. vWI!4-inch crown 1- One (11) 18 ga. 1144neh crown x One (1) min. 1.754nch x 0,0724nch diameter 1617-2 Max. 12-inch Wood inch leg staples in diamond pattern Wood 1-inch leg staple spaced max, 44nch o.c. and securing each finishing nail with min. &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 3/44nchlong 16F-3 Max, 164nch Masonry 9 ga., min. 5184nch long Stub Nail with 3/84nch diameter head spaced wood crown staple spaced 16-inch x 0,072 inch dia. x min. 3il&inch head dia. trim nail 26.6 8-inch o.c. OX. spaced 364nch o.c. Max. One (1) 318-in&head dia. nail, min, One (1) min 318-inch x 3/8-inch One x 0.} min. 1 072 inch inch long1 dia.x min. 16F-4 Ajood 1 .25-inch embedment spaced 24- Wood crown staple spaced 164n& 3116-inch head dia. trim nail 25.6 inch c.c. o.c. spaced 36-inch o.c. Max, Three (3) min. 3/4-inch x 1/4-inch One (1) min 314-nch x 1/44nch One (1) min, 1 314-inch long x 0.072-inch dia. x min. 114- 27 1617-5 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. inch head dia, trip nail 36.1 spaced 24-inch o.c. spaced 484nch o.c. One (1) 14 ga. 518-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-6 Max, Masonry 9 ga., min, 5184nch long Stub Nail Wood 1-inch leg staple spaced 4-inch finishing nailvAth min. 3116- 43.3 16-inch with 3184nch 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. 114-inch crown x One (1) min. 1.75-inch x 1617-7 Max. Wood Three (3) 18 ga, I M-inch crown x 1- Inch leg staples in diamond pattern Wood 1-inch leg staple spaced 4-inch 0.0724nch diameter finishing nail with min. X16- 43.3 16-inch spaced 16-inch o.c, ocand seceach panel uring inchhead spaced I lap I I 16-inch o.c. ALC 15001, 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. 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]l Substrate J-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min, 3/4-inch x 1144nch One (1) min. I 3/4-inch 16J_1 Max, Wood crown staples in diamond pattern Wood One (1) min 3/4-inch x 14-inch long x 0.072-inch dia, x 23.5 16-inch spaced 24-inch o.c. crown staple spaced 8-inch c.c. min. 1/4-inch head dia, trip 31.4 1 1 J nail spaced 48-inch o.c, Approved Systems for Maximum 164nch Soffit Span with J-Channel at Wall and Eave Wall Connection Eave Connection System Panel MOP No, Width psf) Substrate J-Channel Substrate J-Channel Attachment Attachment Three (3) 18 ga.1/4-inch crown x 14nch leg staples in diamond pattern spaced 24-inch o.c. securing Three (3) 18 ga 114-inch crown x 1 -inch leg staples in 16J-1 Max, 16-inch Wood J-Channel to joists; One (1) 18 ga. 1/4-inch crown x 14nch leg staples Wood diamond pattern spaced 8-inch o.c. securing t32.7 located in the horizontal leg of the J-Channel spaced J-Channel to fascia 12-inch o.c. Three (3) 18 ga, 1144nch crown x 1-inch leg staples in Three (3) 18 ga. 1/4-inch crown x 1 -inch leg staples in diamond pattern spaced 244nch o.c. securing diamond pattern spaced 12-inch o.c. securing 16JJ-2 Max. Wood J-Channel to joists; Wood J-Channel to fascia; 413 164nch One (1) IS ga. 114-inch crown x 14nch leg staples One (1) 18 ga. 1 144nch crown x 14nch leg staple securing 33.3 located in the horizontal leg of the i-Channel spaced the nailer of each female lock or spaced 16-inch o.c. It 12-inch o.c. I securing each panel tap ALC15001.4 FL12194-R7 Page 6 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid This evaluation report does not express nor imply warranty, installation. recommended use, or other product attributes that are not specifically addressed herein. ALUMINUM COILS, INC Soffits 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 psp Substrate J-Channel Attachment Panel Attachment Substrate J-Channel Attachment Three (3) 18 ga, 1/4-inch crown x One (1) 18 ga. 114-minch crown x Three (3) 18 ga. 1/4-inah crown 1-inch leg staples in diamond 1-inch leg staple securing the nailer x 1-inch leg staples in diamond pattern spaced 24-inch o.c, of each female lock or spaced 16- pattern spaced 24-inch o.c. 22.5JJ-1 Max. Wood securing J-Channel to joists; inch o.c. securing each panel lap Wood securing J-Channel to joists; 42.1 16-inch One (1) 18 ga,V4-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 14nch leg staples located in the horizontal leg of the J-Chanrel diameter finishing nail Leith min. horizontal leg of the J-Channel spaced 12-inch o.c. 3/16-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-nch Nominal 1x2 crown x 1-inch leg No.2 SYP staple spaced Three (3) 18 ga. V4- to 12-inch o.c. securing One (1) 18 qa 114- One (1) min, 1.754nch x Max. inch crown x 1-inch rafter with one each panel lapeach inch crown x 14rich 0.072-inch diameter 80 24F-1 124nch wood leg staples in tales1) min, 2.25- Wood leg staple spaced 8- legng nail with min. diamond pattern inch x 7d ring One ( 1) min. 1,75-inch inch O.C. inch head spaced 31164spaced 16-inch o.c. shank nail x 0,0724nch diameter 124nch o.c. 24- inch o.c. finishing nail with min. 3/ 18-inch head spaced 44nch o.c. ALC15001, 4 FL12194-R7 7 of 11 This evaluation report is provided for State of Florida product approval under Rule 6IG20-3, The manufacturer shall notify CREEK Technical Services. LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 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 W Substrate F-Channel Batten Panel AttachmentI Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced One (1) min. 1.5- No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min, 1.75-inch x Max, inch x 11 ga. anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 80 2417-2 12-inch Wood smooth shank rafter with one Wood leg staple spaced 8- finishing nail with min. 76.6 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3116-inch head spaced 16-inch o.c. inch ring shank x 0,072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3116-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 i4- One (1) min. 1.75Aoch x Max. ga., min. 518 nch anchored to each panel lap inch crown x I inch 0.072-inch diameter 80 24F-3 I Masonry long Stub Nail with rafter with one Wood leg staple spaced 8- finishing nail with min. 76.6 318-inch diameter 1) 7d x 2,25- One (1) min. 1.75-4nch inch o.c. 3,116-inch head spaced head spaced 8-inch inch ring shank x 0.0 72-inch diameter 12Anch o.c. OX, nail 24-inch o.c. finishing nail with min. 311 6Anch head spaced 4-inch o.c, One (1) 18 ga, 114 -inch crown x 14nch leg Nominal 1x2 staple securing the No.2 SYP nailer of each female Three (3) 18 ga. 114- anchored to lock or spaced One (1) 18 ga. 1/4- One (1) min, 1.75-inch x Max. inch crown x 1 -inch rafter with one 16-inch c.c. securing inch crown x 1-inch 0.0724neh diameter 80 24F-4 164nch Wood leg staples in 0) 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 31164nch head spaced spaced 16- inch o.c. shank nail One (1) min. 1.75-inch each panel lap 16-inch o.c. 24-inch o.c+ x O.M-inch diameter finishing nail with min, 3116-inch head spaced I 4-inch o.c, ALC 15001.4 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 specificalty addressed herein. ALUMINUM COILS, INC Soffits WE== 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 iW Substrate F-Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1' ) 18 ga . I /4-inch crown x 1 -inch leg staple securing the Nominal I x2 nailer of each female One (1) min, 1.5- No-2 SYP lock or spaced One (1) 18 ga. 114- One (1) min. 1 .754nch x Max inch x 11 ga anchored to 16-inch o.c, securing inch crown x 1-inch 0.072--inch diameter 80 24F-5 Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 16-inch roofing nail spaced 1) 7d x 2.25- inch o.c. and securing 3116-inch head spaced 60 16-inch o.c. inch ring shank One (1) min. 1,75-winch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga. I /4-inch crown x 1-inch leg staple securing the One (1) 14 ga. 518- Nominal 1x2 nailer of each female inch long T nail or 9 No,2 SYP lock or spaced One (1) 18 ga, 114- 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 0.0724nch diameter 80 24F-6 16-inch Masonry long Stub Nail with rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 60 318-inch diameter Il) 7d x 2.25- inch o.c. and securing 31164neh head spaced head spaced 84nch inch Ong shank One (1) min. 1.75-inch each panel lap 164nch c.c. O.C. nail 24-inch o.c. x 0.0724nch diameter finishing nail with min. 3116-inch head spaced 4-inch o.c. ALC15001-4 FL12194-R7 9 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Senrices, 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 T;zcHNICAL SERVICF-S, LLC ALUMINUM COILS, INC soffits Appendix A Approved Systems for Maximum 244nch Soffit Span with J-Channel and Fascia Cap Wall Connection Center Connector Eave Connection System Panel toDp No. Width W 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. 114- one 11) min, 2.25- inch crown x 14nch 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.1144n& crown through the rafter securing each panel One (1) 18 ga. Y, One (1) min. 1.75-inch Max, rafter with one x 1 -inch leg into the end of the lap inch crown x 1-inch 0,072-inch diameter 24J-1 124nch 1) min. 2,25- staples in diamond batten or two (2) min. 2.25-inch x 7d One (1) min- 1.75- Wood lstaple spaced legfinishing nail with min. 3/ 116-inch head spaced 60 inx 7d ring pattern spaced 16- ring shank nails toe- inch x 0.072-inch 8- inch c.c. 12- inch o.c. shank nail inch o+c. nailed on either side diameter finishing 24-inch o.c. of the batten at nail with min. 3116- each battenlrafter inch head spaced intersection. Max. 4-inch o.c. rafter spacing is 24- inch o.c, , I Nominal Ix2 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 No1 SYP Three (3) 18 nail straight -nailed female lock or One ( 1) IS ga'1/.- anchored to ga.V4-inch crown through the rafter spaced 16Anch o.c. inch crown x linch One (1) min, 1.75-inch Max rafter with one x 1-inch leg into the end of the securing each panel leg staple spaced x 0 072-inch diameter 24J- 2 16- inch 1) min, 2,25- staples in diamond batten or two (2) lap Wood 8- inch o.c' and finishing nail with min, 53.3 inch x 7d ring pattern spaced 16- min, 2.25-inch x 7d ring shank nails toe- One (1) min. 1,75- securing each panel 3/ 16-inch head spaced 16- inch c.c, shank nail inch o.c, nailed on either side inch x 0.072-inch lap 24- inch ox, of the batten at diameter finishing each batten/rafter nail with min. 3/16- intersection. Max. inch head spaced rafter spacing is 4-Inch o.c. 24- inch o.c. I I I I I ALC 15001.4 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 TECH1141CAL SERVICES, LLC ALUMINUM COILS, INC Soffits Approved Systems for Maximum 24-inch Soffit Span with J-Channel at Wall and Eave Wall Connection Center Connection Eave Connection System Panel MDP No. Width Psf) Substrate J-Channel Panel Attachment Substrate J-Channel Attachment Attachment Three (3) 18 ga.1/4-inch crown x One (1) 18 ga.114-inch crown x 1-4nch Leg staples in diamond 1-inch leg staple securing the nailer Three l3) 18 ga.114-inch crownpatternspaced244ncho.c. of each female lock of spaced 16- x 14nch leg staples in diamond 24JJ-" Max. Wood securing J-Channel to joists; inch o.c. securing each panel Jan Wood pattern spaced 8-inch o.c. t-43.5 16-inch, One (1) 18 ga.1/4-inch crown x securing1-inch leg staples located in the One (1) min, 1.754neh x 0.0724neh J-Channel to fascia horizontal leg of the J-Channel diameter finishing nail with min. spaced 12-inch ox, 3116-inch head spaced 4-inch O.C. Three (3) 18 ga, 1,14-inch crown x One (1) 18 ga.1144nch crown x Three (3) 18 g a, 1/4-inch crown 14neh leg staples in diamond 1-inch leg staple securing the nailer 16- x 1 -inch leg staples in diamond pattern spaced 24-inch o.c, of each female lock or spaced pattern spaced 12-inch o.c, Max. securing J-Channei to loists; inch o.c, securing each panel lap securing J-Channel to fascia: 53.3 24JJ-2 le -inch Wood One (1) 18 ga. 114-rnch crown x Wood One (1) IS ga, 1 4-inch crown x 44.4 1-inch leg staples located in the one (1) min. 1.75-inch x 0.072-inch 14n& leg staple securing the horizontal leg of tJi--- J-Channel diameter finishing nail with min. nailer of each female lock or spaced 12winch o.c. 3116-inch head spaced spaced 16-nch o.c. securing I I 4-inch o.c. each panel lap ALC15001.4 FL12194-R7 11 of 11 This evaluation report is provided for State of Florida product approval under Rule 6IG20-3, The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TEcHt-41CAL SERvicEs. LLC INSTALLATION ALUMINUM COILS, INC soffits Appendix B Note - Refer to the APPRovED Sys 7Ems section of this report for additional installation details of a seiected system and maximum design pressures limitations I System No. I Installation Detail 10.5JJ-1 & 14.5JJ-1 O amond" Paller, I Sga, 1A, X 1, staple's 12"O'c' max I 8ga, V4",,1" staples 24' 0 C rna J-Channe! I ega, V4- X I' staples 24'o,c max Diamor'T Patten I A npl Deli 5 I staples 24' o c m loncr Patter, ALC 15001.4 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, 12F-1 & 12F-2 No. I Installation Detail MIN. 1'8'HEAD DIA.NAIL, MIN, 1.25" EMEENC-tVIENT SPACE[) 24" 0,C ' FOR WOOD ZUBS17RATE5 . MIN, I 4G,4 T-NA<L OR, WN, 9GA S—UIS NAIL41171,413;8' HEAC DiA- IMIN. Sf'S' EMBEDIVIEV SPACED 3' O.C. FOR MASONRY SUBSTRATES ASCIA SLIP BOARD SOFFIT MAX, 12-4NCH SPAN CHANNEL FASCIA LIP 1/4" FASC,IA TRIM STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O,C. I--PAINTEED S.S. 1 3/4" TRIM NAIL WIN', 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALUMINUM COILS, INC soffits ALC15001A FL12194-R7 Page 2 of 19 This evaluation report is provided for State of Florida product approval under Rule 6 1 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 TECC-FiNICAL SERvjcF_s. LLC System N To. 1 Installation Detail I 12F-3 3/ 4' X 1/4- -'-, CROWN STAPLES USING A DIAMOND PATTERN i 1- 3/4' TRIM NAII F' CHANNEL CAN BE PAINTED S.S. 48' INSTALLED WITH THE R D. C. NAILING FLANGE UP 0 DOWN WOOD SUBSTRATE SOFFIT- ALUMINUM COILS, INC Soffits Appendix B OPEN RAFTER SOFFIT STAPLE STAM- ES DAMOND PATTERN DETAIL FACIA BOARD wo 3/ 4- X 1/4- CROWN 1- 3/4' TRIM NAIL FACIA BOARD STAPLE ' 5" ON CENTER PAJNTEO S.S, I Al- FASCIA CAP 3/ 4- X 1/4- CROWN STAPLE SOMT — SOFFIT & FASCIA DETAIL ALC15001. 4 FL12194-R7 Page 3 of 19 This evaluation report is provided for State of Florida product approval under Rule 61G20-3 The manufacturer shall notify CREEK Technical Services. LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty. installation, recommended use, or other product attributes that are not specifically addressed herein. System No, I Installation Detail 12F-4 4GA 7-NAIL OF MIN- 9GA, NAA WITH,318' HEAD DIA_ MIN. 5zis' DMEN7 SPACED 3" 0,0. -_CR MASOWY RATES, 4SCJA SLIP 30Ai7'D FASCIA TRIM 1-3/4- TRIM NAIL I FACIA eOAR0 FAINTED S.S. /%I- SOFFIT FASCIA CAP 3/4- X 1/4' CROWN STAPLE SOFFIT & FASCIA DETAIL ALUMINUM COILS, INC Soffits Appendix B ALC15001.4 FL12194-R7 Page 4 of 19 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer snail notify CREEK Tectinicai 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, instailafion, recommended use, or other product attributes that are not specifically addressed herein. CREEK TF-cfjNICAL S F-Rvi=--s- LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPEN RAFTEP X 1/4' CROWN STAPLE GIST SOFFIT STAPLE FACIA BOARD QIAMOND PATTERN DETAIL 3/4- X 1/4- CROWN STAPLE -24- ON CENTER USING A DAMOND PATTERN FASCIA CAP I 12J-1 3/45 X 1/4- CROWN FACIA D 1-3/4' TRIM NAIL BOAR 1-3/4- TRIM NAJLJ STAPLE '8* ON CENTER PAINTED S.5, PAINTED S.S. 45- -----FASCIA CAP 1 3/4- X 1/4- CROWN STAPLE SOFFIT --j WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE DETAIL ALCI 5001.4 FL12194-R7 Page 5 of 19 Thishis 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 chances or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TE--H.NiCAL SE:RvicEs. LLC I System No. I Installation Detail I 12JJ-1 & 1 16JJ-2 I aga , V4"x 1, staples 12- 0 r rnag M I Pgga , I J4',i I' slaples 24- rntx POen is ga 14' -V starile fn nrzontai teg Lit fernale 1;3p J-khannei ALUMINUM COILS, INC Soffits Appendix B I 89a-. I Wx I" staples 24" o C' Max DamonT Pazten 01amionT Palen ALC15001.4 FL 1 2194-R7 Page 6 of 19 This evaluation report is provided for State of Florida product approval under Rule 6IG20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TF—CHNICAL SERVICES, ALUMINUM COILS, INC soffits Appendix B System No. Installation Detail Ile, FASCIA BOARD IF' FASCIA CAP Vsorry - OPEN RAFTER iA 7 FASCu. BOARD 16F-I :Ew6J SOFFIT & FASCIA DE TAILETAIL FASCIA CAP, REFER TV SOFFIT X FASCIA E LdANKL OTAL SY-H',: MAX 1V PAU 1A , NRY Suss" ATE ALC15001.4 FL12194-R7 Page 7 of 19 This evaluation report is provided for State of Florida product approval under Rule 6IG20-3, The manufacturer shall notify CREEK Technical Services. LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ALUMINUM COILS, INC Soffits Appendix B System No. I Installation Detail I I I ! ', '-, SOFFIT 16F-3 & 16F-4 I ''—"F" CHANNEL FASCIA LIP 1/4" MIN31S" HEAD DIA. NAIL, MIN. 1.25' EIVIBENDMEN7 SPACED 24' O,C. ' FOR WOOD SUBSTRATES, MIN. 1, 4GA 7-NAJL OR MIN, 9GA, S— JUS 'NAiL Wf7ri 318„HEAD DIA- MIN. 518' EMBEDMENT SPACED S" O.C. F OR MASONFY SUBSTRATES. ASCIA SUP BOARD FASCIA TRIM STAPLE SOi7F!T TO ASCiA BOARD #T50 8" X 3/8" STAPLE 16" O.C. SS TRIM NAIL 3/4" ; MIN. 5 NAILS PER 12' PIECE SOFFIT &- FASCIA DETAIL ALC15001.4 FL12194-R7 Page 8 of 19 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES. LLB System No. Installation Detail 16F-5 3/4- X 1/4- ---, CROWN STAPLES USING A DIAMOND PATTERN I F' CHANNEL CAN BE 1-3/4- TRIM NAIL PAINTED S.S. 48' INSTALLED WfrH1 THE O.C. NAILING FLANGE UP OR DOWN SOFFIT_ 'T-Z" ALUMINUM COILS, INC soffits Appendix B 1 3/V DETVIEEN OPEN RAFTER STA'1J:3 SOFFIT STAPLE jL DIAMOND PATTERN DETAIL FACIA BOARD CAP 3/4- X 1/4- CROWN STAPLE W ON CENTER 1-3/4* TRIM NAIL PAINTED S.S. SOFFIT FACIA BOARD FASCIA CAP 3/4- X 1/4- CROWN STAPLE SOFFIT &-,FASCIA DETAIL AL015001.4 FL12194-R7 Page 9 of 19 This evaluation report is provided for Stale of Florida product approval under Rule 61 G20-3, The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation repot` does not express nor imply warranty, installation, recommended use. or other product attributes that are not specifically addressed herein. D I System No, 1 Installation Detail Ch" RAHER FASCIA WARD 5ASCIA CAP, Pffiq 30 JQFF11 I FASCIA VE TAk Cliff; 'FAA. 16' SPAN ALUMINUM COILS. INC Soffits Appendix B FASCIA 30010 CAP SOFFIT & FAS[iA DETAIL Di3irw,rT PSMn ALC15001A FL12194-R7 Page 10 of 19 This evaluation report is provided for State of Ronda 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 System- No. Tinstallation Detail I 16J-1 3/4" X 1/4* CROWN STAPLE '24* ON CENTER USING A DIAMOND PATTERN WOOD OF BLOCK SUBSTRATE 1-3/4' TRIM NAIL P,6JNTED S,S. 46' O.C. ISIIFM—max-i:-.'L ALUMINUM COILS, INC Soffits Appendix B 3/4' X 1/4' CROWN STAPLE SOFFIT STAPLE FACIA BOARD DIAMOND PAITERM DETAIL mi 3/4- X 1/4- CROWN 4' TRIM NAIL FACIA BOARD STAPLE '8- ON CENTER —3/ PAINTED S.S. FASCIA CAP 3/4- X 1/4- 4 STAPLE SOF:71T ___j SOFFIT & FASCIA DETAIL ALC15001.4 FL12194-R7 Page 11 of 19 This evaluation, report is provided for State of Florida product approval under Rule 6IG20-3, The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TEc.HNICAL SERV3CF-S, LLC System No. Installation Detail 1 8ga , 1 S4, X I' staples 12' 0'r, rna I , 731apleS 24- 0 C Max Cliamcncr Patten J-Cha A ALUMINUM COILS, INC Soffits Appendix 8 I saa " ' Diamond, Patten 1 1 $,),,1 114' , 1 ' 13I fes a" 0 c. rnaX tamonfr Patten ALCI5001.4 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. No, I Installation Detail 22.5JJ-1 I B, ga I '4' x I- staples 1^' o c max and 1 ''4` r, Y, 0 72" Dia Trim Naits with 3: 16' Head - 01 C Max M CMEN R-FrZP Diamonfr Patten 1°ga_ IA"x I' staples 12' C F max I 8ga , I A- x 11, stapips 24' o c max J-Channel c-_twl 5 ALUMINUM COILS, INC Soffits Appendix B I $ga,, I W x V staples 24' Q C max Diamond, Fallen I !3pa , IX X 1, staples 24" o c max lmoDd' Flatten Q C' max ALC15001,4 FL12194-R7 Page 13 of 19 Th ishis evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technicai 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. 24F-1 & 24F-4 No. I Installation Detail STAPLES USING A OiAtIOND PATTERN; REFER TO SOFFIT STAKE MAM90 PATTERN OfTAt WOOD I J' TRIM NA1 PAINTED S's Neomat r.z- SYP Batten Auftred Is Rafters .4h ape 7d Rim Shank Nail at ery Rafter 1-" CROWN STAPLE SOFFIT, MAX 24, ALUMINUM COILS, INC soffits Appendix 8 I J- TRXI NAIL---" IJ 9, FASCIA BOARD PAWTED S,S, FASCIA CAP SOFFIT f-4- CROWN STAPLE BOARD SOFFIT 3 FASCIA GET AIL FASCIA CAP; REFER To SOFFIT I FASCIA OEAk R SOFFIT STAPLE DIAMOND PATTERN ALC15001, 4 FL12194-R7 Page 14 of 19 This evaluation report is provided for State of Florida product approval under Rule 6IG20-3, The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein, ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I j. TRVINAIL -FASCIA BOARD PAINTED S.S. sn)OTH SHANK FASCIA CAP ROOF NABS SOFFiT 1'.1- CROWN STA-U TRLM NAA, FASCIA BOARD PAINTED CS SOFFIT 8 FASCIA 24F-2 & 1 DETAIL ttt24F-5 I-q* CROWN STAPLE ASCIA LAP: REFEP TO SOFFIT I FASCIA Of T A,! hmazi 1'.2- SYPSY Daher Anchored t. SOFFIT t1AX 74 fCHANNEL I E Rafttrs with Orr 14 Ru19 Shank Nad at Rafler W030 SUSSTRAiE ALC15001A FL12194-R7 Page 15 of 19 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3, The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ALUMINUM COILS, INC Soffits Appendix 8 System No, Installation Detail I r" TRI?"I NAB. 11'-FASCIA 6CARD A CAP MA T-NA;LS SCIA S3FFiT- J i-.J- CROWN STAPLE I TRIM NA1--- PAZ,ESCL4 BOARDoS.S.5'' SOFFIT & FASCIA DETAIL 24F-3 & 24F-6 1'4- CROWN STAPLE FASCIA CAP; REFER TO SOFFIT Z FASVA DETAIL V`xI- SYR Batten Aa0ored to SOFFIT; MAX, 24" F-CHA49EL ---'k Rafter, .1Ih one 74 R149 Shank N" at every Rafter 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 arty product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ALUMINUM COILS, INC soffits Appendix B System No. Installation Detail All M NAL 'FASCLA BOARDTPAiNTED5,S, STAPLES fASCiA CAP iii L"W6 A DIAMOND SOFFIT ATTERN, REFER TO CRCANTUVEREDI OWN S SOFFIT STAPLE41AMMPATTERN RAFTFR DETAIL FAS(iA BOARD RIM HAV SOFFIT FASCIA FAZED 5.i DETAIL 24J 1 & 1'q" CROWN STAPLE 24J-2 FASCIA -AP, REFER 70 SOFFIT 8 FASILA OF 1- x 2' SYP ba!Wns s la!mm as 17' MAX 241 3/8A sscwewah rise i ?t l azse WOOD SUBSTRATE tcac 7t ano Sr,a- nags toc-naA-d on at iiC SOFFIT STAPLE DIAMOND PATTERN ALC15001, 4 FL12194-R7 Page 17 of 19 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty. installation, recommended use, or other product attributes that are not specifically addressed herein. ALUMINUM COILS, INC soffits Appendix 8 System No. Installation Detail tapfe> 2 4" o a- max Paul) i AJrr 13ga" lf4"l slapies 0 77, A 13 1 j4' Y, stacies C max anc 1 Long),, 0 72" &a I ri-^ 3JT z C max 24JJ-1 stapics '24' o.c max 1343, i4" Y, 1' Diamond` Patten ALC15001,4 FL12194-R7 Page 18 cf 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. itCREEK TF-CHNICAL SERNqCesLLC ALUMINUM COILS, INC soffits Appendix 8 System No. Installation Detail 1 89a, 114'x I' staples 24' r-i,c max OPEN FIAFTZP, -DamonT Patten 18 Ha., 1,14')( i " stapes 19' u'c max and I a'4' Long X,072'Lira , Trim N4-; vehl'16" l#' td Cl-C. Max 1 24JJ- 2 A lfta,, 1Wx I' s tai) I, es 12' c.c. maxI 8ga,, IWY V' stables 24' o °; may 1 Gets 8 I 8ga" i W " 1, staples 12, o.t max DiamonT Patten I ga 134'x I" staples in norzontal leg of female laa J-Chanaai Del* A ALC 1 5001A 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. CREEK TECHNICAL SERVICES. LLC DESIGN W114D 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 1, 11, 111, and IV buildings shall be as defined in Section 1609 of the FBC, 2. Exposure B, C, and D shall be as defined in section 1609 of the FBC, 3. Design wind loads are provided only for wallsisoffits with a mean roof height less than or equal to 60-ft. 4. All calculations are based on an effective wind area of 1 0-ff or less, 5. Topographic factors such as escarpments or hills have been excluded from the analysis. 6. Wind directionality factor, Kd = 0,85 7. Vun 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. ALC15001A 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 TEcHf,41CAL SERViCES. LLC ALUMINUM COILS, INC soffits ZEEM Desi2n Wind Pressures for Soffits in Exposure B, Building Type Zone Mean HeiRoof ft ght () Basic Wind Speed mph) 120 130 140 150 160 170 180 190 11200 20 16.9 19.8 22,9 26,3 30.0 33,8 37.9 42,2 46.8 25 16.9 i 19.8 22,9 26.3 30,0 318 37.9 42.2 468 1 30 16.9 19.8 22.9 i 26.3 KO 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 i 30.5 34,7 i -39,1 43.9 48.9 541 Enclosed 60 20.5 24.0 27,8 32.0 36.4 41A 46,0 51,3 56,8 Negative 20 20.8 24.4 1 28,3 32.5 37.0 417 46.8 52.1 57.8 Loads) 25 20.8 24.4 28.3 32,5 37,0 41.7 46,8 I 52.1 1 -57.3 30 20,6 24A 28,3 32.5 37.0 411.7 46,8 1 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 1 -48,3 54.1 60.3_ 66-8 60 25.3 29.6 34.4 39.5 44.9 507 56,8 63-3 j -701 20 10.8 12,7 14,7 16.9 19.2 217 24.3 27.1 30.0 25 10.8 12J 1447 16.9 19,2 217 24,3 27.1 30.0 30 10.8 12,7 14.7 J 16.9 19.2 217 24.3 27,1 30.0 4 40 11.7 13,8 16.0 18.3 2048 23,5 26.4 29.4 32,5 50 12.5 14.7 17.0 19,5 2-212 1 25.1 28.1 313 34-7 Enclosed 60 13,1 15.4 17.8 20.5 23,3 26,3 29.5 32.9 36.4 Positive 20 10.8 12,7 143 16,9 19,2 1 21,7 24.3 i 27,1 30.0 Loads) 25 10.8 12,7 14.7 16.9 19.2 1 217 24.3 27,1 30.0 30 10.8 1 12.7 14.7 16,9 19,2 217 24,3 27,1 30.0 5 40 50 117 12, 5 J 13, 8 14. 7 16. 0 17, 0 13, 3 195 20.8 22.2 23,5 25.1 l 26. 4 28.1 29.4 31.3 32,5 34.7 60 13. 11 15.4 17,8 20,5 23,3 26.3 i 29,5 32.9 36.4 ALC15001A FL12194- R7 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3 The manufacture; shall notify CREEK Technical Services. LLC of any product changes or I qualityassurance changes throughout the duration for which this report is valid. This evaluation report does not express nor impty warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TEC'-iN11--AL SERVICF-S, LLC ALUMINUM COILS, INC Soffits WEEMM6 Design Wind Pressures for Soffits in Et P Ure C Building Type Zone Mean Roof Height it Basic Wind Speed mph) 120 130 140 150 160 170 180 1901 200 20 21 29,5 318 i 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 1 7.3 53.1 59.1 65.5 4 25.0 29.4 341 39.1 44.5 50.2 I -56-3 627 69,540 35.7 41,0 46.6 52,6 1 -59.0 65.8 72.9 Enclosed 60 27.2 31,9_ 37,0 42.5 1 48.3 1 -54.6 61.2 68,2 75.5 Negative 20 267 31.4 36.4 41,8 47,5 53,7 60.2 67.0 74.3 Loads) 25 27.9 32.8 38,0 i 43,6 49,6 5&0 62,8 70,0 77,6 30 29,1 34.2 39.6 45. 5 1 518 58.4 65.5 73.0 l 80,9 5 40 30.9 I -36.3 42,1 48,3 54.9 i -62.0 695 77.5 85,8 50 32.4 38.0 441 50.6 57.6 65,0 72.9 81,2 89,9 60 316 -39A -4517 1 -52,5 -59.7 -67.4 -75.5 1 -84.2 93,2 20 13.9 16.3 18.9 217 24,7 27,9 312 1 34.8 38.5 25 14.5 17.0 19.7 22.6 1 25,8 29.1 32.6 363 40,3 30 15.1 177 20.6 23.6 26,9 30.3 34.0 37,9 42,0 4 40 16.0 18'8 1 21.8 25,1 28.5 32,2 36.1 40,2 44,5 50 16.8 1 19.7 22.9 26,3 1 29.9 33.7 37,8 421 46,7 Enclosed 60 17.4 20.5 23 7 27.2 31.0 35 O 39.2 43.7 48A Positive 20 13,9 i 16,3 18,9 21.7 24,7 1 27.9 11 31.2 34.8 1 38.5 Loads) 25 14.5 i 17.0 j 19.7 216 25,8 29.1 32.6 36.3 40,3 30 15,1 17.7 20-6 23,6 26.9 303 34.0 1 37.9 42,0 5 40 16,0 18,8 21.8 25,1 28.5 32.2 361 - 40.2 44.5 50 16,8 19.7 22.9 263 29,9 E 33,7 37.8 42,1 46.7 60 17.4 20,5 217 27,2 31.0 35.0 39,2 43.7 48.4 ALCl 5001.4 FL121!;4-R7 Page 3 of 4 This evaluation report is provided for Stale of Florida product approval under Rule 6IG20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which, this report is valid, This evaluation report does not express nor imply warrarity, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure D Building Type Zone Mean Roof Height ft Basic Wind Speed mph) 120 130 140 150 160 170 180 19011 200 20 26,0 30.5 35A 40 63 46.2 58.5 65,2 72.2 25 27,0 31.6 36.7 421 47.9 52,2 i -54,1 K6 67,6 74.9 30 27.9 32,8 3&0 43,6 49.6 56.0 62.8 70,0 77.5 4 40 29.4 34.5 40.0 45.9 52,2 58,9 66,1 716 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) 20 321 37.7 43.7 501 57,0 64A i 722 30.4 891 25 33,3 I -39.1 45.3 52.0 59.2 66,8 74,9 83A 92.4 30 34,5 40A 46.9 53.8 el.3 69.2 77,5 36.4 95.7 5 40 36.2 425 49.3 56.6 64A 723 811.5 90,9 100.7 50 37.7 44.3 51A 58.9 67.1 75,7 84.9 94.6 104.8 60 38,9 45.7 53.0 60.8 69.2 781 87-6 97,6 108"1 20 16.7 19,5 22.7 26,0 29.6 33A 37.5 41.7 46.3 25 173 20,3 23.5 27,0 30.7 34.7 1 38,9 43.3 48.0 30 17.9 21.0 24,3 27.9 31.8 35,9 40.2 44.8 49,7 4 40 18,8 221 25.6 29A 33.4 1 37.8 42.3 471 52.2 50 19,6 23,0 26.7 30.6 j 34.8 I 39,3 441 49.1 I 54.4 Enclosed 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50,6 56.1 Positive Loads) 20 16.7 19.5 I 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17,3 20,3 23.5 27,0 307 347 38.9 43.3 48.0 30 17.9 21,0 24.3 27.9 31.8 35.9 i 40,2 44,8 49.7 18.8 22.1 25,6 29A 33A 37.8 42.3 47.2 52,2 L4050 19.6 23.0 26.7 30.6 34.8 1 393 44.1 49.1 54.4 60 20.2 23.7 27.5 31,6 35.9 1 40,5 45.4 50,5 56.1 ALC15001.4 FL12194-R7 Paue 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 8IG20-3. 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, insialiation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TEcHNICAL SEPvicEs. LLC 318" F-Channel 318" J-Channel 3/8" 3/4" 1- 1/8" HEM 3/4" ISCMETRtC VIEW 3/8" PROFILE SOMETRK VIEW 3/8' PRDfiLE ALUMINUM COILS, INC Soffits ALC1 5001.4 FL12194-R7 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TE,CHWCAL SE:RVICES, L L C Fascia 1/8" HEM A f 5 3/4" 4" 7 / 8" ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC 1 5001A FL12194-R7 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3 7 manufacturer shall notify CREEK Technical Services. LLC of any product changes orhe quality assurance changes throughout the duration for which this repor', 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 TF-c.HNJCAL SERVICEB, LLC 16" C. Sciffit 18* SLANK 3 / 8 PROFLE 7 L L M J r 1 Lj ALUMINUM COILS, INC Soffft Appendix D ALCI5001,4 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 TECHWCAL SF—PVICES, LLC 12" T4 Soffit 3 1/81, 1 7/8- , 3 1/8" 13.75" BLANK 3/8" PROFILE 3/81, 1 3 1/8" 1/7" 112,, 3/8" ALUMINUM COILS, INC Soffits Appendix D J-111 Lj L Ij 7 END OF REPORT ALC 1 5001A 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 littps://www.floridabuildiiig.oi-g/pr/pt---app_dtl,aspx?l)araiii—w(I-EVX... Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) IKO industries, Ltd 40 Hansen Road South Brampton, NON -US L6W 3114 708) 496-2800 Ext 200 rmetzOOI@tampabay.i r.com Robert Metz rmetzOOl@tanipabay.rr.corn Bob Metz REMCO of Pinellas 456 Avila Circle NE Saint Petersburg, Fl, 33703 727) 776-5261 rmetz00T@tampabay,rr,com Dori Shaw IKO Industries LTD 120 Hay Rd. Wilmington, DE 19808 717) 579-6706 don.shaw@iko.com Roofing Asphalt Shingles Certification Mark or Listing FM Approvals - CER Locke Bowden P.E. Validation Checklist - Hardcopy Received 5; n ASTM D3161 modified to 110 mph ASTM D3462 ASTM D7158 Class H ASTM E1013 Y-W 2016 2010 2011 2011 1 of 3 4/13/2018, 7:41 AM Florida [luilding Code Online littps://www.(loridabuildirig.org/pr/pr ... app _ -dtLaspx?paramwGFVX... Equivalence of Product Standards Certified by Product Approval Method Method I Option A Date Submitted 10/08/2017 Date Validated 10/30/2017 Date Pending FBC Approval Date Approved 11/01/2017 Summary of Products FL # Model, Number or Name 7006. 1 Cambridge, Cambridge HD Biltmore and Biltmore HD Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ. Yes Impact Resistant: N/A Design Pressure: N/A Other: 7006. 2 Hip and Ridge 12 Cap Limits of Use Approved for use in HVHZ-. Yes Approved for use outside HVtiZ, Yes Impact Resistant: N/A Design Pressure: N/A Other: 70063 Leading Edge Plus Asphalt Shingle Starter Strip Limits of Use Approved for use in HVHZ. Yes 1 Description Laminated architectural fiberglass asphalt shingle manufactured at IKO's Kankakee, IL; Hawkesbury, Ont.; Wilmington, DE; 5ylacauga,AL and Toronto, Ont, plants Certification Agency Certificate FL7006 R10 Q CAC Lettt,i A51 11 W161 lettf,,r fr9n, Fmpof A5TM W-!(i,? l utr 9 2 b pdf H- 706- R10, "C,L",Wqr - 1 5 (M lt-10 k,Qtr Quality Assurance Contract Expiration Date 12/ 31/2020 Installation Instructions r, er lnshtj( ii ir F FL700()zpdf 11, , for, BQ "I'll -1- Verified By: Duc TNguyen 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: This is a 12" x 12" fiberglass asphalt shingle used to cover the hip and/or ridge of an asphalt shingle roof system manufactured at IKO's Kankakee, IL, *Toronto, Ont. and Brampton, Ontario plants. Certification Agency Certificate R- 70W 910, C - P ,HWI - Wn9te leno- 5wvvill , an(;q Audit !,!Qi;a60n - (6-2-N!7),Of ft, 70WRI RipQ_(AC Lette, - A$TM 1)3161 letfr%,r - 1( 9-?,6,-,ZQI-/) from 111pdf FI, 7Q06 R 10-J,_ (-,,A A51rl W-162, le tgi F1, 7QQ6 , R , IQ_ C-.' (,AG, (Eater - AST M F I-00- lettor - Quality Assurance Contract Expiration Date 12/ 31/2020 Installation instructions FL700 itiq fl - Hip, Ono Ridge ("I.p 5,h;ogl Lett e r ln.*toil tt 11 , , npil fQ! FP C Ft 100, PW Verified By: Duc T Nguyen PE 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: One piece fiberglass asphalt shingle used as a starter strip at the bottom of a roof system manufactured in Bracripton and Hawkesbury, Ontario plants Certification Agency Certificate Ft, IQQ( ' SM QA161 tett('(, - K10 (, titt, A, I Approved for use outside HVHZ: Yes (9-26-2017) (rQ;,n FM,pd1f Impact Resistant: N/A FLINO) RJQ - Q'OW-1ettor - AIJM Design Pressure, N/A 2 of 3 4/13/2018, 7:41 AM 0 Florida Building Code Online littps://www.flot-idat)uilding.org/pi-/pt,__app__dti.aspx?pat-,ini=wGEVX.,. Other FL7Q0(? M C' CAC L,ettet A$IM F108 lette; 9-26-2017),pof Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions fl.1006_f2l 11, IKO- T07, Q -01 Lqttqr - Irlstollotrort InsIr uct Ions for FBC ' FL7006,pdf FL7000 R10 EdgeAllus Applicatitio-EN(l), pdf Verified By: Duc T Nguyen PE 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 7006.4 Marathon Plus AR, Superglass Plus 3 Lab fiberglass asphalt shingle manufactured at IKO's AR Brampton, Ontario, Hawkesbury Ont., Toronto, Ont.; I Sylacauga, At- and Kanakakee, IL plants Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes F(-70Q6_,R10 C, CAC, utter -, A51'M D3161 le(I.Qi Approved for use outside HVHZ. Yes 9-,26-2017) from FM.[)df Impact Resistant: N/A FL7006_Pf0_C,CAC -Letter - AaTlsl D341,64 letter - Design Pressure: N/A Other; FL7006 RIO C, CAC L,etter - ASTM EjQ0jcII,,qr Quality Assurance Contract Expiration Date 12/20/2020 Installation Instructions f,etter - installation Instructions Nr FBCR,7QQQ-Pdf Verified By: Duc T Nguyen 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: t8ack3 i Reat The State of Flolkla is all AAIFK') ern plover Qppym y Intent Under Florida la., email addresses are public records. if you do not want your e-mall address released h response to a public records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail, if you have any questions, please contact 1150.4137,1395, *Pursuant to Section 455.275( 1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls MvKled may be used for official communication with the licensee. However email addresses are o.blk-, record, If you do not well to supply it personal address, ple.ase provide the Department wall an email addresi which can be made available to the putlk, to determine I( you are a licarmee, under Chapter 45S, FS, *-ase click here Product Approval Accepts: M co W_'.rktk 0 Gredit Gard Safe 3 of 3 4/13/201it, 7:41 AM CONSTRUCTION MATERIALSN TECH N O L O G U E S October 27.2017 KOIndustries, Ltd 12OHay Rd, Wilmington, DE 19809 Sir(s)' PR|Construction Materials Technologies has completed otechnical review and attached sealed shingle instructions |ncompliance the 3O17Florida Building Code, This review was completed based on the receipt uffollowing evidence from |KO Industries, Ltd: 1) |KOShingle Application Instructions —3' TabShingles EN-3Tnb_App| 11_nmhonnatted2O13-O2- navO7/13-F|o/ide) 2) |KOLaminated Shingles Application Instructions ENLm i -,evU7/13-F|ohda) 3) | KOHip and Ridge 12Application Instructions EN- H ipandRi 4) |KOLeading Edge Plus Shingle Application Instructions EN-3LEP- Tr|-2012-06_refonnaMed2013-03) 5) A8TK8D31G1Test Report ( FM Approvals Project No. 3O40047) The attached instructions should be used in conjunction with the published manufacturer's application instructions and applicable oude, |nthe event the instructions conflict, these instructions shall govern. Statement of Indeoendence: PRI Construction Materials Technologies and/or DuoT.Nguyen, FLPE, donot have nor plan toacquire afinancial interest inany company manufacturing ordistributing products for which the test reports are issued. Signed: Signed: P.E. Number. 66034 Qmtm Ockober27 2017 Date: October 27 2017 Attachments: /Q|KOShingle Application Instructions - 3-Tab B)|KOLaminated Shingles Application Instructions C) |KO Hip and Ridge 12App|ica\ion Instructions D)|KOLeading Edge Plus Application Instructions nV'187-02u1 ConsifucfionMatedaisTectnologies,LLC. 64128adgerDrivenampa,n33610 Tel:813-621-5777 fax: 813-621-5840"-mai(:b31te:hUpJANww.p6crnt, wii IN mV Installation Instructions for Asphalt Shingles Page on,s UKO Shingle Application Instructions — 3-Tab Shingles ASTM D3161,Class F—IKO MsraKhsm26 AR and CRC Supan0lasmM25AR) NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTuJN WITH |KO'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 Vu2O17F8C. O Applied hnaccordance 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 underlaymentoonfunning 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 vvhena 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, 11or12 gauge, with o8least 3/8^diameter heads, long enough hopenetrate through plywood or3/4''into boards, Use 4nails per shingle placed 8-1/8"above the butt edge, approx. 1''and 13'from each end and 1/2"above each cutout. Drive nails straight authat nail head io flush with, but not cutting into shingle surface. NAILING ON STEEP SLOPES: For steep slopes of21^per foot (60')mmore, use 8nails per shingle placed moshown below. Ensure that nonail is within 2"ofajoint/cutout ufthe 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 p|eaUo cement in moderation since excessive amounts may cause blistering. CAUTION: Gh|ng|am 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 mmaximum average exposure of5-B8^ STEEP SLOPES 00 NOT NAIL INTO OR ABOVE THE SEALING STRIP FRImWiruction MalerialSmChnologles, LMm/ 2 BadgerDr&iva Tampa, n3361^TeLm3-62'unFax: m3- 62w5840 e-mail: Site: hI1p:1hvww.p0r;mt.(;mn a mO Installation Instructions for Asphalt Shingles Page no/o U& Laminated U^ U Application InstructionsUD" vU^o vK.ons NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTMJN WITH IKO'S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE \NTHE EVENT THE INSTRUCTION CONFLICT, THESE INSTRUCTIONS WILL GOVERN. ROOF DECK: Solidly sheathed and fastened deck conforming hu2O17F8C. UNDERLAYMENTzApplied 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 |oyena of underlayment conforming to building node 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 orgreater, 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 hz of any underlay along nyhe 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 hzpenetrate through plywood or3/4"into boards. Use 4nails per shingle placed |nthe nail line 7-3/8^ below the top edge, approx. 1''and 13'infrom each end. Drive nails straight sothat nail head inflush with, but not cutting into shingle surface. NAILING ON STEEP SLOPES: For steep slopes of 2 1 " per foot (60') or more, use 6 nails per shingle placed moshown below. Ensure that nonail is within 2"ofajoint/cutout ofthe 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 bhmVmnng CAUTION: Shingles should seal to the underlying course when the factory applied asphalt sealant is sufficiently warmed by the heat ufdirect sunlight. EXPOSURE: Installed shingles shall have amaximum average exposure o[5-78Y om NAIL LINE , NAILING ' STEEP SLOPES Appucxnow ri CEMENT -- PROPER APPLICATION REQUIRES THAT THE NAILS PENETRATE BOTH THE OVERLAY AND UNDERLAY PORTIONS opTHE SHINGLE PHI Construction MatefWs Te(MraWW, LLC. 6412 Lodger Drive Tampa, Fl- 33610TO813-621- 5777 Fax m3-621-5840wail: Web$ite: hflp:/Awm.pncmtcom mo Installation Instructions for Asphalt Shingles Page 4^/m IKO Hip and Ridge 12 Application Instructions NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONUUCTN]N WITH IKO'S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. |NTHE 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 oS1D"(130mm)exposure, (For oneater appearance, the top ofeach 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 h|p, working up toward the ridge, On hip ,00hs, 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 ontop ofone another, the lower piece extending about 3/4''(1gmm) 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 bn 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 TO8EROOFED OVER, ORFAILURE TQPROVIDE PROPER VENTILATION IN ACCORDANCE WITH MINIMUM PROPERTY STANDARDS REQUIREMENTS. REVIEW ALL APPLICABLE BUILDING CODES, MINIMUM PROPERTY STANDARDS, AND REQUIREMENTS PRIOR TOAPPLYING THESE SHINGLES USING THESE APPLICATION INSTRUCTIONS. APER CUT PM Constmotion Materialr Technologies, mwwWger Drive Tampa, FL 336mTel: m3 6215777 Fax: m3-621w40v,mall, WeWle: hQp:/AWAVTdCml.Mm om Installation Instructions for Asphalt Shingles Page 5ufo UKO Leading Edge Plus Application Instructions pkSTM D3161,Ckmss F—IKO Leading Edge Plus) NOTE: THESE INSTRUCTIONS SHALL BE USED NH CONJUCRON WITH 0KO'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 aerequired 2, Each 393/8"x131/4"(1O00mmx336mm)iKOLeading Edge Plus strip sperforated lengthwise for separation into two (2) shingles. Take one I KO Leading Edge Plus strip and fold flat at perforation to separate. J. Take one ofthe separated shingles 333/8,x650''(108Ommx188mm)and remove approximately 20'(SOUmm)Install this shingle nnthe lower left corner uf the roof deck, granule side up, with the factory installed sealant adjacent to the eaves, The shingle should overhang the rake edge and eaves by a nominal 1/ 4" (6 mm) minimum. Fasten the shingle to the roof deck with nails located 3" to 4"(75 mmhz1U0mm)from the eaveedge and 1^(25mm)infrom each end. 4 Takethe|ef¢`ver20"(50Omm)pieueohing|*. RohaiethepieceandaliQnitvertiom||yupthenokeedga with the factory installed sealant adjacent to the outer edge of the roof. The shingle should overhang the raked a nominal 1/4" ( 6 mm) minimum. Fasten the shingle to the roof deck with fasteners located J'Vo4''(75mmVu1O0mm)from the rake edge and 1^(25mm)infrom each end, 5. Repeat Steps 3 — 4 for the right lower corner of the roof deck. NAILING: Use galvanized (zinc coated) roofing nails, 11or12gauge, with at least 3/8"(9mm)diameter heads, long enough hupenetrate through plywood m3/4"(2 mm)into boards. Use 4nails per shingle ( 75mmVu1OOmm)from the eaveedge and approximately 1"and 13^( 25mmand 338mm)infrom each end. G. Apply full-length I KO Leading Edge Plus shingles to the remaining eave edges of the roof deck. Install the shingles granule side upwith the factory applied sealant adjacent hothe eaves. The shingles should overhang Uhenaheedge and eaves bymnominal 1/4'(0mm)minimum, Fasten the shingles hz tberocfdeckwMhnoi|u|ocabad3"to4"(75mmhm108mm)fromiheeaveedge.4nui|operohing|e. 7 Apply roof shingles per the instructions printed on each product's package, Make certain the first course of field shingle ties 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. PRIConstruction Materials Technologies,m, 64mBadger Drive Tampa, FL 33610 Tel: 813-621v77mc813-621 840 e-triad: wemwpJtwww.pwm1.Gorn Florida Building Code Online W https://www.floridabuilding.org/pr/px_app_dtl.aspx?paraiii=wGE VX.., r2qciuct Appioyat Menu > PI AUQ of Appkvnn 5togtt , Appk.atior.Jtst I Application Detail FL # FL2346-P7 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Warrior Roofing Manufacturing Address/ Phone/Email 3050 Warrior Road Tuscaloosa, AL 35404 205) 553-1734 Ext 115 Steven@WarriarRoofing. net Authorized Signature Steven Crew Steven@WarrtorRoofing. net Technical Representative Steven Crew Address/ Phone/Email 3050 Warrior Road Tuscaloosa, AL 35404 205) 553-1734 Ext 1024 StevenOWarriorRoofing. neL Quality Assurance Representative Steven Crew Address/ Phone/Email 3050 Warrior Road Tuscaloosa, AL 35404 205) 553-1734 Ext 1024 Steven Ca) Wa rriorRool'i nq net Category Roofing Subcategory Underlayment, Compliance Method Test Report Testing Lab PRI Construction Materials Technologies, LI-C Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 10/05/2021 Validated By Jesus Gonzalez, P.E. Validation Checklist - Hardcopy Received Certificate of Independence fG2346 R7 QQJ (lit CM'j Cert of Independlence,plf Referenced Standard and Year (of Standard) Stan&!ard ASTM D226 2009 ASTM D4869 2016 Equivalence of Product Standards Certified By Approved Testing Lab FL2346, R7 F uiv,.FBC 2017 St. Jaro$ F%iivaleQcy,pdf qIII _ 1 1. I oft 4/13/21018, 7:44 AM Florida Building Code Online litips:,'/www.floriditbuildiiig.org/pt-/pr_ app_ _dt1.dtspx'?pararni=wGE-VX.,. Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method I Option B 01/17/2018 01/17/2018 01/17/2018 04/10/2018 FL # Model, Number or Name Description 2346A #15 and #30 roofing felt ASTM D 226 Tested Limits of Use Installation Instructions Approved for use in HV"Z: Yes FL2346 R7 11 ln,,q qson5l Approved for use outside HVHZ: Yes Verified By: PRI Construction Materials Technologies, LLC Impact Resistant: N/A Test Reports Design Pressure; N/A Ft.23-lti R7 -fK 't5A fe- q l 0 cnl".00f Other. Primary roof covering should be installed 30A Test, immediately after felt.. Roofing felt is not intended to be an unprotected weathering surface. 2346.2 i 15w and 30w roofing felt Limits of Use Approved for use in HVHZ; No Approved for use outside HVHZ* Yes Impact Resistant., N/A Design Pressure., N/A Other. Primary roof covering should be installed immediately after felt. Roofing felt is not intended to be an unprotected weathering surface. ASTM D 4869 Tested Installation Instructions FI-2346_,.R7 Verified By: PRI Construction Materials Technologies, LLC Test Reports H-2346-'R/ I'R j5w le%t RepprLpcil% 3 4 6 R17,_jR,_,10w Test Report,pdf socisf ilslextl Cgritoct Us :: Z01 rilalr$torie Matt. Tallandb;i=-fL3-1J99 The State ofMrkla is an AA/EEC) employer, ",,aLy5t4tdtrner1 Under Florida law, emal addresses am public records. If you do not vtimt your -muHl address mleased in response to a public-recouds mqkjest, do not send eiectionic mad 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(l), Honda Statutes, effective October 1, 2012, licensees licensed under Chapter 455, FS, must provide the Department with an ernat address 0- they have one. The emails provided they be used for official commuaicatlon with the licensee. However emad addresses are public record. If you do not wr4h to suplAy 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 kensee under Chapter 455, RS., please ckk ftnt, Product Approval Accepts: MIDWIF]m Credit Card Safe 2 of 2 4/13/2018, 7:44 AM W. ARRIORe ROOFING MANUFACTURING K 0, BOX 40185 # TUSW,OQSA, AL 35404 * PHONE (205) 553-1734 * FAX (205) 553-1755 193 LEROY ANDERSON ROAD 0 MONROE, GA 30655 * PHONE (M) 207-0695 * FAX (770) 207-0775 M DEVELOPMENT AVENUE e CHAMBERSBURG, PA 17201 * PHONE (717) 709-0323 * FAX (117) 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 Ia*yer of felt should be installed to cover the bottom edge of the decking, from edge to edge. Overhang is not required. Anchor the top comer 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. I -or the top of each subsequent course, fasten intermittently to hold the top edge in place until the next course is applied. The fasteners in the bottom of the next course will hold the top of the previous course securely. Continue up the roof in this manner. Be sure to firmly fasten the top of the final course if it terminates at the top edge of the roof. Otherwise, overlap the felt over the ridge and secure then begin at the bottom of the other side of the ridge and repeat the process. In valleys, lay a vertical section of roofing felt the length of the valley prior to the installation of the horizontal runs of roofing felt. If you use more than one section of roofing felt in a valley, be certain to start at the botton length a minimum of two inches as you move up the N shedding. In the event some wrinkles are created while fastening down a course, of felt, slice the wrinkles and fasten them flat to the deck. Then seal the cuts with waterproofing cement. Installation of the primary roof covering (ex. Shingles) is recommended immediately after felt installation. NOTE: LOCAL BUILDING CODES MAY REQUIRE A DIFFERENT FASTENING PATTERN AND/OR SPECIFIC FASITWER TYPES THAN RECOMMENDED BY THESE INSTRUCTIONS. PLEASE CONTACT YOUR LOCAL BUILDING CODE ADMINISTRATOR FOR THE EXISTENCE OF REGIONALLY SPECIFIC FASTENING REQUIREMENTS. I CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: A6 Documented Construction Value: Job Address: V-k tv'/ "Ifa Ljay"noc Historic District: Yes 0 No PJ Parcel ID: Residential commercial Type of Work: New 19' AdditionEl AlterationEl RepairEl DemoEJ Change of UscEl move El Description of Work: Plan Review Contact Person: Phone: Name Street: City, State Zip: Title: Fax: Email: Property Owner Information Phone: Resident of property? : Contractor Information Name L 61) cwft ('ot ^uu I'L-e Phone: Street: Fax: FC City, StateZip: State License No.: I mom Street: City, St, Zip: Bonding Company: Address: Arch itect/ Eng ineer Information Phone: Fax: E- mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws 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. FRC 105. 3 Shall be inscribed with the date of application and the code in effect as of that date: 511, Edition (2014) Florida Building Code Revised. June 30, 2015 permit Application NOTICE. In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713 The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current [CC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will he applied to your permit fees when the permit is issued, OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is — Personally Known to Me or Produced ID __ Type of ID Sig store i. snit rlA$ent Date Print Contractor/Agent's Name of Ftprida Date; o I FF 12055 Contractor/Agent is Personally Produced ID — Type of ID — BELOW IS FOR OFFICE USE ONLY Permits Required: BUildingo ElectricaIE] MechanicalF] PlurnbingE] Gas[-] Roof[] Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction. Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: YesE] NOE] # of Heads APPROVALS: ZONING: UTILITIES: ENGINEERING: FIRE: COMMENTS: Fire Alarm Permit: Yes No[] WASTE WATER: BUILDING: Revised: June 30,2015 Permit Application CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Cons(ruction Value; S —JL---12 lcl Job laldress: historicistoric District: Yes F1 NO [5 V Parcel 11): ILL, Resiftntial ErCORIEllerCial Type of'Work: New d d i t i o n Alteration D Repair .0 Demo 11 Changeoft-seEl 'move El Description orWork: I Plan Revicm Contact Person: Phone: Fa A: Email: Property Owner Information Name LI Phone: Street City, State Zip: Thle: Resident or property? : Contractor Information Name, I v L r' Phoue L 61 1 Street: Fax: City. State Zip: State license !%: ArchitectlEngineer Information Nalne: Street: Sondkg Compaq: Ad& T' Phone, Fax: 1'." - r Ia W" gage Lender: Add rvis: lo Nino FAIIXRE TO RECORD A NOME OF %I A) RESE'Ll' I'\ Y(It'R PAYING WICE FOR M PROWL Fill S 710 YOUR PROPERTY. .\ NOTICE OF CONIALENCESILY! NILS] Bi RECORDED AND P()STVD ON `FHF 101 SITE BEFORE THE FlRS1 INSPLUTMN. IF Y(W KTF\D 10 ONIM FINANCING MNSULA "ITH YOUR LENDER CW A\ 1Otpl \01WE OF ONIVENMIEN' t a separan proji mum Q nmurTd Kv vkw..iul "ork. plus0Q, Oquv "elk, In,,,. Rmajuv ImHm, Kate". tarkv acd air condinoncrt cc, ETC lu,3 whaN Q WmAnd " Kh Ow dye W applkapam aNd th, PA. 4 &no W 0 (0, doy ;' Fr W1 A Ito Ka R"Tha ( "j, TICF: In addajon to III, of thl') PCI-mit, Iniv t- z sri,:,ions appliCa',-!. to t'j, prCp, o,and In t"he recol,d (-'Itill; S cokfnI\ an'! 01h7 a-d'i 1:ixlal :s al Qo\ S"! Ch as wl i lr 13!11: 1C:Ileilt disiricts, az.mcics, or o 0 Oi 1:1 Li ,-, La%%, FS -11 111: Cry ip', of a of A Con" of 111 QNt ctltect t'- is Ord:,- to calcul, l',C a r vic-,k Ch,',,-gC and \\ill be cons14c,-7.-C! t!.:valu, of 01job at 111C til-nz- of h tA a--ival Consullcoo", \ aluo wili b, r,, on th, ICC Valuation I al,! u7, eff"CT al (,nc, ul-n0 10 In lo,d St01:ld ( AT thz trCdit will b,-, Ipplicd to yol r Pcr"-,1;t i vvll, I!-, OWNER'S AFFIDAVIT: I Certify that all of the f0rLlooil:12 information is accurate and that all Nwrk will be done in Compliance NN ith all applicable hNN s rec_Tu1atirj(_, cotIstt-LictiOti U AMY 11, MORRIS a. Notary Public - State of Florida Corvnission .1 GG 185209 C,; mm. Expires Mar 10, 2022 j;Qn(jed through I Notary Assn. BELOWIS FOR OFFICE USE O' N-1-A7 Pet-ndis Roquirid: R"'I": Co mstru Clio 11 TYpQ:— Flood zo[IC: To 'a I S (I Ft of B I d Iki. OCCupancy Load: 1, o f, Stilt Nt^N% of Fixtut,Qs Fire Sprinklcr Purridt: Vt-D . frcafara Ll TF, 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 . . . 18-00002140 Date 8/07/18 Application pin number . . . 832100 Property Address . . . . 2482 WAXWING WAY Parcel Number I . 17,20.31.502-0000-1540 Application type description NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Application valuation . . . . 310457 Application desc NOC ON FILE Owner Contractor PARK SQUARE HOMES PARK SQUARE HOMES 5200 VINELAND RD SUITE 200 ORLANDO FL 32811 407) 529-3000 Structure Information 000 000 ---------------------- Construction Type . . . . . VB Occupancy Type . . . . . RESIDENTIAL USE GROUP Flood Zone . . . NONE Other struct info . . . . . ELEC - # AMPS 200.00 PLUMBING FIXTURES 18.00 NUMBER OF STORIES 2.00 SQUARE FOOTAGE 2856.00 Permit . . I . . . ELECTRICAL PERMIT Additional desc . . Phone Access Code 1069137 Permit pin number 1069137 Sub Contractor . STRADA ELECTRIC & SECURITY Permit Fee . . . . 80.00 Issue Date . . . . 8/07/18 Valuation . . . . 6200 Expiration Date . . 2/03/19 Qty Unit Charge Per Extension 200.00 .4000 AMP ELECTRICAL - NEW CONSTRUCTION 80.00 Special Notes and Comments All projects within the City shall use WastePro for debris removal. Please contact WastePro at 407.774.0800. Normal hours for inspections are from 7:30 through 4:30 Monday through Thursday. Please be aware you must contact the Building Official to schedule a Friday or after hours inspection. This is required since not every inspector is licensed to do every type inspection. Communication is the key, so please contact the Building Official if you have any questions at 407.688.5058 or at dave.aldrich@sanfordfl.gov Water impact fee $1343.00 Sewer impact fee $3025.00 Other Fees . . . . . I . . . 01-APPLCTN FEE -ELECTRIC 25.00 01-APPLCTN FEE -BUILDING 25.00 01-APPLCTN FEE -PLUMBING 25.00 01-BLDG PLAN REVIEW 1158.00 02-CURB CUT/DRIVE - SIF 40.00 01-FIRE IMP-RS 9-2017 383.81 FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED. 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 . . . . . 18-00002140 Date 8/07/18 Property Address . . . . . . 2482 WAXWING WAY Parcel Number 17.20.31.502-0000-1540 Application description . . . NEW SINGLE FAMILY HOME - DETACHED Subdivision Name Property Zoning PUD Permit . . . . . ELECTRICAL PERMIT Additional desc . Phone Access Code 1069137 Permit pin number 1069137 Required Inspections Phone Insp Seq Insp# code Description Initials Date 10 221 SSB FOOTER/SLAB STEEL BOND 20 212 EL01 ELEC ROUGH 20-1000 216 TUGP TEMPORARY UNDERGROUND POWER 1000 213 EL02 ELECTRIC FINAL W Nk t COI& . CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ 5906.00 Job Address: 2482 WAXWING WAY SANFORD FL 32773 Historic District: Yes No Parcel ID:17-20-31-502-0000-1540 Lot 154 Residential 0 Commercial Type of Work: New ® Addition Alteration Repair Demo Change of Use Move Description of Work: Install new 3.5-ton HVAC system with duct work Plan Review Contact Person: Paula Bagley 'Title: Permit Clerk Phone: 407-975-2762 Fax: 407-629-93Q7 Email: permitting@onestopcooling.com Property Owner Information Name Park Square Homes Street: 5200 Vineland Rd #100 City, State Zip: Orlando, FL 32811 Phone: 407-529-3000 Resident of property? : Contractor Information Name One Stop Cooling & Heating, LLC Phone: 407-975-2762 Street: 7225 Sandscove Cou Fax: 407-629-9307 City, State Zip: Winter Park EL 32792 State License No.: CAC 032444 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 TILE 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. Fl3C 105.3 Shall be inscribed with the date of application and the code in effect as of that date: St° Edition (2014) Florida Building Code Revised: June 30, 2015 Perniit Application {}/ ffL("I": 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 fedora( agencies, Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida 1,icn I,aw, Fs 713, The (' 'ity of Sanford requires payment of plan review fee at the time of permit submiml. 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 (lie current 1(C Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculate(] 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 he done in compliance with all applicable laws regulati g - ustructir n and zoning. 11/1/18 Signature ofOwncr/Agent Date Print Oxwer/Agent's Name signature ol'Notary-State of Florida Date Owner/Agent is — Personally Known to Me or Produced ID --- Type of ID of(lontractor/Agent Date KayjI — Print Contractor/Agent's Name signature KELLY WESSTER Notary Public - $tale of Florida Commission # FF 978034 My Comm, Expires Apr 4, 2020 Contractor/AgetITAT 7-117. --VIFM Produced ID _ Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building[] Electrical[] mechanical E] pluinbing[] Gasn Roof ] Construction Type: Occupancy Use: Flood Zone: . Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes[] No[] APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads UTILITIES: FIRE: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes F] Non WASTE WATER: BUILDING: Revised: June 30,2015 Perowil Application FIRE INSPECTIONS CITY OF SANFORD 407,562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Page 3 Application Number . . . . . 18-00002140 Date 11/01/18 Property Address . . . . . . 2482 WAXWING WAY Parcel Number . . 17.20.31.502-0000-I540 Application description . . . NEW SINGLE FAMILY HOME - DETACHED Subdivision Name Property Zoning . . . . . . PUD Permit . . . . . . MECHANICAL - NEW RESIDENTIAL Additional de5c . . Phone Access Code 1085505 Permit pin number 1085505 Required Inspections Phone Insp Seq Insp# Code Description Initials Date 10 409 MHOI MECHANICAL ROUGH IN 1000 410 MH02 MECHANICAL FINAL FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Application Number . . . . . 18-00002140 Date 11/01/18 Application pin number . . . 832100 Property Address . . . . . . 2482 WAXWING WAY Parcel Number . . 17.20.31.502-0000-1540 Application type description NEW SINGLE FAMILY HOME - DETACHED Subdivision Name Property Zoning . . . PUD Application valuation . . . . 310457 Application desc NOC ON FILE Owner Contractor PARK SQUARE HOMES PARK SQUARE HOMES 5200 VINELAND RD SUITE 200 ORLANDO FL 32811 407) 529-3000 Structure Information 000 000 ---------------------- Construction Type . . . . . VB Occupancy Type . . . I I . RESIDENTIAL USE GROUP Flood Zone . . . . . . . I NONE Other struct info . . . ELEC - # AMPS 200,00 PLUMBING FIXTURES 18.00 NUMBER OF STORIES 2,00 SQUARE FOOTAGE 2856.00 Permit . . . I I . MECHANICAL - NEW RESIDENTIAL Additional desc . , Phone Access Code 1085505 Permit pin number 1085505 Sub Contractor . ONE STOP COOLING & HEATING INC Permit Fee . . . . 110.00 Issue Date . . . . 11/01/18 Valuation 5906 Expiration Date . . 4/30/19 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.qov Water impact fee $1343.00 Sewer impact fee $3025.00 Other Fees . . . 01-APPLCTN FEE -ELECTRIC 25.00 01-APPLCTN FEE -BUILDING 25.00 01-APPLCTN FEE -MECHANIC 25.00 01-APPLCTN FEE -PLUMBING 25.00 01-BLDG PLAN REVIEW 1158.00 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. UNIVERSAL UES Project No: 0110.1700817.0000 Workorder No: 9402604-2 ENGINEERING SCIENCES Report Date: 8/31/2018 Consultants In: Geotechrwal Engineet mg - Environmental Soon(es Ge0PhYSK:,1I 5C'fV1(eS - C0?I',tRKt10IA Nlateriak're"'tmg - Threshold Inspection93BuildingInspection - Plan Review - Budding Code Administration 3532 Maggie Blvd, Orlando, 32811 - P: 407,4210504 - F: 407.423.3106 1 In-E!1s1!ge_ 12ensily Test Report Client: Park Square Homes 5200 Vineland Road, Suite 200 Orlando, FL 32811 Project: Wyndham Preserve, House Lot Testing UES Technician: Sammie Edwards Date Tested: 08/31/2018 e Mary Boulevard & Brisson Avenue South, Sanford, Seminole County, FL 32773 Area Teste 2482 x Winq Wav (Lot # 154) 248 Tyne of Tesi Mated ative Field: ASTM D-2937 Drive Cylinder Method Reference Datum: 0 = Bottom of Footing 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 pef) Dptimum Moisture Field Dry Density Pcf) Field Moisture Soil Compaction I Native Depth inch) Pass or Fail 6 NQrth Footing 0-1 ft 106.8 10,6 104.1 10.1 97 N/A Pas: 7 South Footing 1-2 ft 106,8 10.6 102.9 11.2 96 N/A Pas: 8 West Footing 1-2 ft 106,8 10.6 102.1 10.5 96 N/A Pas: 9 South West Corner of Pad (TOF) 1-2 ft 106.8 10.6 105A 12.3 99 N/A Pas: 10 Center of Pad (TOF) 2-3 ft 106.8 10.6 106.3 11.5 100 N/A Pas: Remarks: TOF= Top Of Fill J 0 r- , —4-1 nmfanlFnn #^ 1 #J'- 0"Mi, —4 --h-, 'It — " —64—fi'l --h, -f -", -J;—#' —1 IDESCRIPTION AS FURNISHED: La 154jWYNDHAM PRESERVE, as recorded in Plot Rook 87, Pages 93' through 102 of the Public Record4 oC,4erninofe County, Florida. BOUNDARY FOR/CERTIFIED TO: Palk Square Enterprises, LLC (a Delaware Corporation); Wirderweedle, Haines, Word & Woodman, PA; Attorneys' Title Insurance Fund; Bank of America LOT f30 0.8.) N 89'40'5,1" E 55-94' 29.4 7' 29.47* LOT 154 FORUBOARDFOUNOA71ON v I Eo Q> TOF- TOP OF FORM I w Z" p CID Z) FORM AVERAGE 29M' CQ LOT 153 19-3, 25.20' 25,20' 10' UTIL ESMT R-95 00' N 89'40'51 E 30,18' CB=N 44'41'57" E NOTE: M-i'LANSME -ASURED SEF13ACKS AS FURNISHED 20' 44SIDE - 5' (40' LOT) 75' (60. Lot) 10' (75 - LOT) SLUE STREET = 25- (60 75- LOT) fV,4XW11VC XA r 15. (40 LOT) 25 , FRONT 5ETRACK CAN UE REDUCED 50' PRIVATE RIW) 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 5.938 1 SQUARE FEEL ROP0,1ED - rINSHCO SPOT CRAOF, ELEVATIONS FLATWORK ON/OFF LOT - TOTAL t SQUARE FEET FLATWORK 1P DRAINAGE PIANS Q DRIVE 4031 11 O 513 t SQUARE FEET FOUNDATION/PAD ?_V? f SQUARE PROPOSED DRAINAGE FLOW > WALKS 571 891= 948 SQUARE FEET REAR PATIO 96 t SQUARE EF7I7GRADINGTYPEA ROPOSED F.F.PER PLANS 29.5' Soo 4,0001958 4,958 *SQUARE FEET FRONT PORG14 DECK 50 SQUARE FEET POOL DECK 0 SQUARE i-E L71 NOTE FRONT SIDEWALK AND STREET LOCATION TAKEN FROM PLANS PROVIDED BY CLIENT - NOT FIELD VERIFIED R11SEXffEY1,,7R--SC0.77T & AS'SOC, INC - LAND PR POINT (IN MORE 5400 E. COLONIAL OR ORLANDO, FL, 32607 (401)-277-3232 FAX (407)-658-1436 Y`1IL 1Y X_ M OrEs. - REVERSE""""C M N, 0-EPPW.b G~Mc f, ME QMVtWW DOES MARRY CVKW TWT TW SURVEYEM NE S'MaIRDS P*cr?CC SET . W IPC ',OA BOARD0, MW UE K*DIK.T RAP. RADIAL 112. IR, W 1. • 'Aw. -1 PROFESSOIDW4 SURVEYORS AWI RAPPERS W CMPTER W-?7 FLORMA ADWRV15TRATNE CORE PtJA5I-R W SUCTIMf 477027. FICIRI&A SIANL 2. WLESS EMBOSSED WRN SI0?VFY*R'3 SRiRAMRC AtIlT OMORfA4 "SCO SCA4. TTO SURVEY MAP M CCR+ICS ARC W7 V"V, S. rms SURVEY WAS RWRPID FROM MU7 WDRW FURMSWD TO ME $vRwYkx ""C wr w 01YER ft&5McnoNS DE UG-Itc CFu.f I ".. EECA t .r 11. 1" ME—], X "ASMENS "'r E" MS PROPT C 64 V'Rom"I"'D -MIRMUEN w VI LOCATED WUMS OMEPRse SHOWN. 11 1 -101K WIWI, LOW S. MRS SURVEY 6 PREPARED FOR M WIX 0 ff IN MOSS CERTIFIM TO MO SHM_0 MY OF RUAM 1,[Pof Br -1 OTHER F1111 An TIM . ME X-Y,5 5 "&Rw FOR WE' COATM` CIE IMPROVEMENTS WRM NOT at USER TO wco,, 4m,"VA", U"FS 71 afmw. ME BASER ASS -fa N ON WE E SHOW AS gw?v 0101) DY t-rLI119" 1. IEWI 6 MATWNS, IF W, ARC fRMD ON WTOW GEODERC WRTM p W CIF 19", UNLES5 0MERFN9f WTFV 9 CMWITF OF AORORIM— No. 1596, IMI 1E.1 C TE Y FONTOF - VATI.IRE DRAWN OY... P- 1 nrzsERrnnpN CERTIFIED SY BY PLOT04- 02-2018 1991_ 18 FORWROARD FOUNDATION/ ELEVS. ob-0-2ola i i 6 NORTH C MQS & UIL0iNG\ PROY`ERTY DOES Nor LIE WTHIN THE C, 5-AULISHEC100 YEAR il" PLANE AS PER *FIR)R* x, GRus EVER. IT zolf 1. P I 2coogo , (og_a-w) j S SC j VR.I_S j 4801 15 lightyears, Inc 776 Bennett Drive Longwood, Florida 32750 June 1, 2018 To: Local Building Department RE: Blower Door Test & Duct Leakage Test Reports To whom it may concern, 15 lightyears This letter is to request that the attached forms be accepted for compliance of the 2017 Florida Building Code statute R402.4.1.2 Envelope leakage testing (Blower Door Testing) and R403.3.3 Duct testing. The attached forms were provided by the Florida Building Commission as the accepted forms to be submitted. These forms are listed on the 2017 Florida Building Code, Energy Conservation Technical Assistance Manual, Document Number: TAM-2017-1 .0, released February 02, 2018, pages R-78 through R-80 (page numbers 159-161). Web link provided for quick access to the TAM document hftps:/Itinyuri.com/2017FBC-TAM These forms meet all three required Residential Energy Efficiency Compliance Paths listed under R401 .2, Prescriptive, Performance, and Energy Rating Index (ERI) paths. We are working with building departments across Florida to standardized the form submittal process and would like your department to allow these forms to meet compliance. If there are any issues with accepting these forms, please reach out to me directly and I will ensure that we submit any specific form that you will require. Tim Smith (407)-951-3236 tsmith@151ightyears.com Respectfully, 15 Lightyears, Chief Operations Officer Energy Technical Advisor RESNET Quality Assurance Designee IECC Residential Energy Inspector/ Plans Examiner Member, Building Officials Association of Florida Member and Code Development Committee participating member. Also, representative to the Florida Building Commissions, Energy Technical Advisory Committee for the BOAF- CDC FORM R405.4.1-2017 Envelope Leakage Test Report (Blower Door Test) Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition jurisdiction: (I-- S a1 Permit#: IV -2 190 job Information Builder: e_ Lot: 1 Address:', LjQjJ, Unit: City: 1v State: iL— Zip: 32-443 Air Leakage Test Results Passing results must meet either the Performance, Prescriptive, or ERI method OPRESCRIPTIVE METHOD- The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour at a pressure of 0,2 inch w.g. (50 pascals) In Climate Zones 1 and 2. PERFORMANCE or ERI METHOD- The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding the selected ACH(50) value, as shown on FORM R405-2017 (Performance) or R406-2017 (ERI), section labeled as Infiltration, sub -section ACHSO. ACH(50) specified on Form R405-2017-Energy Cak (Performance) or 1?406-2017 (ERI): I q 1 14E21 x 60 — = 5-,!) Method fpr calculating building Y_QIumz CFM(50) Building Volume ACH(50) 0 Retrieved from architectural plans Eg"PASS (Mechanical Ventilation is not required) Q Code software calculated PASS (with Mechanical Ventilation) 0 Field measured and calculated FAIL R402.4.1.2 Testing. Testing shall be conducted in accordance with ANSYRESNETACC 380 and reported at a pressure orO.2 inch w.g. (50 Pascals). Testing shall be conducted by either Individuals as defined In Section 553.993(5) or (7), Florida Statues, or Individuals licensed as set forth In Section 489.105(3)(f), (g), or (1) 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. During testing: 1 Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other Infiltration control measures. 2.Dampers including exhaust, intake, makeup air, back draft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3.Interior doors, if Installed at the time of the test, shall be open, 4.Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. S.Heating and cooling systems, If installed at the time of the test, shall be turned off. 6.Supply and return registers, if Installed at the time of the test, shall be fully open. Testing Company Company Name: 15 LiIh e rs, In Phone: (855)-438-1515 SIherebyverifyChattheaboveAireafresItsare in accordance with the 2017 Lath Edition Florida Building Code Energy Conservation requirements actor Ing o the c mp iance method selected above. I ' i I i SignatureofTester', Date of Test: Printed Name of Tester: L us 9 11 % L License/Certification #. 69&5 Issuing Authority: RESNET Copy of License / Certificate of the tester must be attached) FORN4 R402-2017 Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition Ijurisdiction: Permit#: jS,,_,Zjzj() job Information Builder: Community: Lot: 15-11 Address:-ZI4 eZ Unit: City:1 State: Zip: -3 _Z Duct Leakage Test Results System 1 cfm25 System 2 cfm25 System 3 cfm25 Sum of any additional systems cfm25 Total of all systems cfm25 Prescriptive Method cfm25 (Total) To qualify as "substantially leak free" Qn Total must be less than or equal to 0.04 if air handler unit is installed, If air handler unit is not installed, Qn Total must be less than or equal to 0.03, This testing method meets the requirements in accordance with Section R403,33. Is the air handler unit installed during testing? YES NO Performance 1 ERI Method cfm25 (Out or Total) To qualify using this method, Qn must not be greater than the 1 proposed duct leakage Qn specified on Form R405-2017 or R406-2017, 61 + I CISO Qn Total of all Total CoZliooned systems Squ..r Footage i Leakage Type selected on Form Qn specified on Form R405-201 7 R405-2017 (Energy Ca1c) or R406-2017 (Energy Catc) or R406-2017 1 Elr C PASSFAIL ...... .. .... .. .. ...... . ..... ... .. . .. ...... J Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC380 by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.1 05(3)(f), (g) or (i), Florida Statutes. Testing Company 438-1515CompanyName: 15 Ligh!ye@r , lqc Phone: (855) 1 I \ I hereby verify that the above duct le k6de teAting results are in accordance with the 2017 6th Edition Florida Building Code Energy Conservation requirements accordin tote c mpliance method selected above. Signature of Tester: (r- Date of Test: 00-03,2 12 Printed Name of Tester: -Ely 1_6us License/Certification #: 15L6985 Issuing Authority: RESNET Copy of License / Certificate of the tester must be attached) Certificate of Achievement THIS ACKNOWLEDGES THAT Ely Lamus AS thET THE STANDARD REQUIRED BY 15 fightyears Inc, A RESNET QUALITY ASSURANCE APPROVEDrri r• i r r rORGANIZATION, RESIDENTIALi1 ENERGY ANALYST REF® t • i Certification Date: March 1, 2019 Certification Expires: March 1, 2020 Tim Smith, RESNET Quality Assurance Designee 15 1*iy""'h0htyears RESNET QA Provider # (1998-199)