Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
4005 Night Heron Dr 18-1957
q-10671 COUNTY OF SEMINOLE a -1q4 IMPACTFEESTATEMENTlSTATEMENT NUMBER: 18100004 DATE: May 07, 2018 BUILDING APPLICATION #: 18-10000438 BUILDING PERMIT NUMBER: 18-10000438 UNIT ADDRESS: NIGHT HERON DRIVE 4005 17-20-31-502-0000-1880 TRAFFIC ZONE-022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: PARK SQUARE ENTERPRISES LLC ADDRESS: 5200 VINELAND RD STE 100 ORLANDO FL 32811 LAND USE: WYNDHAM PRESERVE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL- NOTES----405-NIGHT-HERON-DRIVE-/-WYNDHAM------------------ PRESERVE / SFR FEE BENEFIT RATE UNIT CALC UNIT TOTAL-DUE' OTALDUE - TYPEDISTSCHEDRATEUNITSTYPEROADS- ARTERIALS CO -WIDE ORD Single Family Housing ROADS - COLLECTORS 705. 00 1.000 dwl unit 705.00 N/A Single Family Housing 00 1.000 dwl unit FIRERESCUEN/A 00 LIBRARY CO -WIDE ORD 00 Single Family SCHQOLS Housing CO - WIDE ORD 54. 00 1.000 dwl unit 54.00 Family PARKS Housing 91000.00 1.000 dwl unit 91000.00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 00 AMOUNT DUE 9,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLECOUNTYROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCEOFABUILDINGPERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TOAPPEALTHECALCULATIONOFANYOFTHEABOVEMENTIONEDIMPACTFEESMUSTBEEXERCISEDBYFILINGAWRITTENREQUESTWITHIN45CALENDARDAYSOFTHEDATEABOVEBUTNOLATERTHANCERTIFICATE OF OCCUPARY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIESOFRULESGGOOVERNINGAPPEALSMAYBEPICKEDUP, OR REQUESTED, FROMTHEBUSINESSOFFICE• 1101 EAST FIRST STREET, SANFORDFL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE YCHECK ONEY OTHRPNLSHOULD HIESTTHE COUNTY BULDINGPERMIT NUMBERATE%EFTOFTSATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60CALENDARDAYSFROMTHEDATEABOVE Q1 CITY OFSANFORP' Building & Fire Prevention Division PERMIT APPLICATION FIRE DEPARTMENT a u - r Z:ELBy- --Application No: «// / Documented Construction Value: $ = 2514 1&4 Job Address: 46DF XINH 7— /(6ea V 49 Historic District: Yes NoFv(l Parcel ID: 17-20-31-502-0000- /4U 0 Residential Commercial Type of Work: New Addition Alteration Repair Demo[] Change of Use Move Description of Work: NEW SINGLE FAMILY HOME WYNDHAM PRESERVE LOT # Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: Email: Parksquare@PermitsPermitsPermits.com APR 2 G 2018 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 Street: 5200 Vineland Rd STE 100 City, State Zip: Orlando FL 32811 Phone: 407-5293100 Fax: State License No.: CRC1330351 Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: Bonding Company: Address: N/A E-mail: Mortgage Lender: Address: N/A WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. l certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, beaters, tanks, and air conditioners, etc. FBC 10.5.3 Shall be inscribed with the date of application and the code in effect as of that date: 611 Edition (2017) Florida Building Code CONTACT i Revised: January I, 2018 Daphne Clark Permit Application407-257-6940 Daphne@PernitsPermitsPerrnit5=M NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. b _." - Z11241lef- Signature of Owner/Agent to VISHAAL S GUPTA Print Owner/Agent's Name Signature of o -State of Florida Date J Signature of Contractor/Agent to VISHAAL S GUPTA Print Contractor/A ent's Name Signatu o otary-State of Florida Date D. a CtARK `;:° t; t D. A. BARK MY COMMISSION i FF MOBt * MY COMMISSION f FF 209109 EXPIRES: June 27, 2019 EXPIRES: June 27, 2019 Boi N 11uu evw Notary tilrvka Bonded TMu Budpel Notary Servitet Owner/Agent is YES Personally Known to Me or Contractor/Agent is YES Personally Known to Me or Produced ID N/A Type of ID Produced ID N/A Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building © Electrical © Mechanical 0 Plumbing® Gas[] Roof Construction Type: yfi Occupancy Use: '-3 Flood Zone: iC-s k7TACAED Total Sq Ft of Bldg: 2 3 9 4 Min. Occupancy Load: % 2 # of Stories: \ New Construction: Electric - # of Amps I 150- Plumbing - # of Fixtures 116,10 Fire Sprinkler Permit: Yes No [f # of Heads APPROVALS: ZONING l UTILITIES: 5k COMMENTS: ENGINEERING: W`Q, 5-6-18 FIRE: Ok to construct single family home with setbacks and impervious area shown on plan. A t • 1 °10 lnv. LA)cL[vi A-C, GrR Fire Alarm Permit: Yes No WASTE WATER: Z BUILDING: 9F C • lit• iS Revised: January 1, 2018 Permit Application S Building & Fire Prevention DivisionSXKFORDAPR4U3PERMITAPPLICATION FIRE DEPARTMENT . Application No. Documented Construction Value: $ 163106 Job Address: 460F Oqff 7— H6630 Ne— Historic District: Yes No[Zl Parcel ID: 17-20-31-502-0000- Log 0 Residential Commercial Type of Work: New Addition Alteration Repair[] Demo Change of Use Move Description of Work: NEW SINGLE FAMILY HOME WYNDHAM PRESERVE LOT # ISY Plan Review Contact Person: Daphne Clark Title: Phone:407-257-6940 Fax: 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: Name: Email: Parksquare@PermitsPermitsPermits.com Orlando FL 32811 State License No • CRC1330351 Architect/Engineer Information Phone: Street: Fax: City, St, Zip: Bonding Company: N/A Address: E-mail: Mortgage Lender: N/A Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, beaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 61° Edition (2017) Florida Building Code CONTACT Revised: January 1, 2018 Daphne Clark Permit Application407-257-6940 Daphne@PermitsPermitsPermlts.COM NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. b-", - 412411;- Signature of Owner/Agent ate VISHAAL S GUPTA Print Owner/Agent's Name Signature of o -State of Florida Date olu"l- 4(heez Signature of Contractor/Agent to VISHAAL S GUPTA Print Contractor/A ent's Name Signatu o otary-State of Florida Date MY COMMISSION I FF M9108 * * MY COMMISSION I FF 209108 EXPIRES: June 27, 2019 EXPIRES: June 27, 2019A 16, Bonded TAN Budget NOUry tie"W a'+• For now Owed ilw Budget No" 5enim Owner/Agent is YES Personally Known to Me or Contractor/Agent is YES Personally Known to Me or Produced ID N/A Type of ID Produced ID N/A Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[-] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Flood Zone: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps, Fire Sprinkler Permit: Yes No # of Heads Plumbing - # of Fixtures, Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: 111.5 WASTEWATER: ENGINEERING: COMMENTS: III Rfl BUILDING: Revised: January 1, 2018 Permit Application SXNFORD Y OF 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: mparkison@parksquarehomes.com Property Address: 4005 Night Heron Drive Property Owner: Park Square Enterprises, LLC Parcel identification Number: 17-20-31-502-0000-0630 Phone Number: 407-529-3000 Email: The reason for the flood plain determination is: New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) O ' CIAL S Y Flood Zone: x Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0090 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway The parcel is not in the: floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone W, the best available information used to determine the base flood elevation is: BP# 18-1957 Reviewed by: Michael Cash, CFM Date: May 8, 2018 Parcel ID Number: 17-20-31-502-0000- lu_ 0 Prepared By Daphne Clark and Park Square Homes Return To : 5200 Vineland Road, Suite 200 Orlando, FI 32811 NOTICE OF COMMENCEMENT. State of Florida. County of Seminole. Permit Number d GRANT MALOY, SEMINOLE COUNTY CLERK OF CIRCUIT COURT & COMPTROLLER BY, 9153 P9 173 QP9s) CLERK'S T 2018068021 RECORDED 06/14/2018 02:26:30 PM RECORDING FEES $10.00 RECORDED BY tsmith 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 providedQinn this Notice of Commencement. 1. Description of Property: LOT 199 Legal Description: WYN15HAM PRESERVE, according to the plat thereof, as recorded in Plat Book 81, Page 493-11002, of the public records of Seminole County, Florida. Address : 00V i i Sanford FI 32773 2. General Description of Improvements: New Single Family Home 3. Owner Information : Name Park Square Enterprises LLC Address 5200 Vineland Road, Suite 200, Orlando, FI 32811 Telephone (407) 529-3000 4. Fee Simple Title Holder: N.A. 5. Contractor Name and Address: Name Park Square Homes Address 5200 Vineland Road, Suite 200, Orlando, F132811 Telephone (407) 529-3000 6. Surety: N.A. 7. Lender: Name Fifth Third Bank Address 5050 Kingsley Dr. MD: 1MOC3J Cincinnati, OH 45227 8. Persons within the State of Florida designated by the Owner upon whom notices or other documents may be served as provides by 713.13(1)(a)7., Florida Statutes: N.A 9. In addition to himself, Owner designates the following to receive a copy of the Lienor's Notice as provided in 713.13(1)(b), Florida Statutes. N.A. 10. Expiration date of notice of commencement: One year from the date of recording. WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTENT TO OBTAIN FINANCING, CONSULT YOUR LENDER OT ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. 11. Date Signed: Signature of Owner's Agent: Visheal Gupta Executive Vice President, Park Square Enterprises LLC Sworn to and subscribed before me this day by Vishaal Gupta who is personally known to me and did not produce ID. Notary Public Daphne Clark My commission expires: 6/27/19 Serial No. FF209108 otary1gnature: GD ca' , 9 Sn R\01. tiG 9' t paw 0 CITY OF Application for Right -of -Way SWORD 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 Directional Bore Underground Utilities Roadway open cut -single lane Small Cell/Wireless n Co -location n E] Other (describe): Brief Description of work: DRIVEWAY FOR NEW SINGLE FAMILY HOME Jack & Bore Roadway open cut —multi lane New pole WYNDHAM PRESERVE LOT # L EC Schedule of Work: Start Date: Completion Date: D Emergency Repairs - Reason: Excavation Information: Total Length (Feet) # Open Roadway Cuts: Aerial Info: Length (Feet) # of Poles (Existing) (New) This Application is submi e Signature: Print Name: VISHAAL S GUPTA Firm/Company: V SHAAL S GUPTA - PARK SQUARE HOMES Date: ( Address: 5200 Vineland Rd., STE 100, Orlando FL 32811 Phone: 407-257-6940 Fax: Email: Parksquare@PermitsPermitsPermits.com Notice: It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the City of Sanfo rd's jurisdiction, and the right, title, or interest in the land to be entered and used by the permitee. The permitee shall at all times assure all risks and indemnify, defend, save harmless the City of Sanford and the Sanford Airport Authority from and against all loss, cost, damage, or expense, arising in any manner, on account of the permit request by said permittee of the aforesaid rights and privileges. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford, insofar as such facilities are in the public right-of-way. The applicant must notify the City 48 hours prior to construction and again when construction is complet via the foil wing email address: michael.cashtiasanfordfl.Qov I have read and an above statement and by signing this application) agreeto terms. 4; '.. (J(' Signature: Date: Application No: Fee: Date: Reviewed: Public Works Utilities Engineering Inspected By: Conditions*: Date: Date: Date: 5 - 9 - 20 is Date: LIMITED POWER OF ATTORNEY DATE: 412-641V I HEREBY NAME AND APPOINT: Alison Perrotti, Anthony Perrotti, Janey Jahner, Allan Jahner, Gustav Botes. KamnMcmams, 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: —& a eoj kf FOR A BUILDING PERMIT FOR WORK TO BE PERFORMED AT LOT NUMBER: Zff SUBDIVISION: Q ADDRESS: PARCEL ID: AND TO SIGN MY NAME AND DO ALL THINGS THAT ARE NECESSARY TO THIS APPOINTMENT. VISHAAL S GUPTA NAME OF CONTRACTOR.) u SIGNATURE OF CONTRACTOR.) STATE CERT. # CRC1330351 CONTRACTOR'S STATE REGISTRATION NUMBER.1 The foregoing instnanent was ackn edged b to me this: DATE: a j BY: VISHAAL 6 GUPA Who Is personally known to me and did not take an oath. STATE OF FLORIDA COUNTY OF ORANGE. NAME: DAClark O\ifEe My Commission # FF209108 vurq 119'q' My Commission Expires 6127119 $ r * E NOTARY: SIGNATURE OF NOTARY: • Y RG SCPA Parcel View: 17-20-31-502-0000-1880 http://parceidetaii.scpafl.org/ParcelDetaillnfo.aspx?PID=l 720315020... Property Record Card Parcel: 17-20-31-502-0000-1880 saraaoourmwara Property Address: 4005 NIGHT HERON DR SANFORD, FL 32773 Parcel Information Value Summary Parcel 17-20-31-502-0000-1680 I Owner BRISSON INV LLC r f Property Address 4005 NIGHT HERON DR SANFORD, FL 32773 Mailing 27 N SUMMERLIN AVE ORLANDO, FL 32801 Subdivision Name WYNDHAM PRESERVE Tax District S1-SANFORD DOR Use Code 00-VACANT RESIDENTIAL I r --- Exemptions--- J Legal Description LOT 188 WYNDHAM PRESERVE PB 81 PGS 83-102 Taxes 2018 Working Values 2017 Certified Values Valuation Method CosUMarket Cost/Market Number of Buildings 0 0 Depreciated Bldg Value Depredated EXFT Value Land Value (Market) 51.000 14,000 Land Value Ag JusUMarket Value " 51,000 14,000 Portability Adj Save Our Homes Adj 0 0 Amendment 1 Adj 0 0 P&G Adj 0 0 Assessed Value 51,000 14,000 Tax Amount without SOH: $266.00 2017 Tax BPI Amount $266.00 Tax Estimator Save Our Homes Savings: $0.00 I Does NOT INCLUDE Non Ad Valorem Assessments -- J iTaxing Authority Assessment Value Exempt Values Taxable Value County General Fund 51,000 0 51.000 Schools 51,000 s0 51.000 City Sanford 51,000 s0 51.000 SJWM(Saint Johns Water Management) 51,000 0 51.000 L County Bonds- - --- -- - 51,000 - — -- - 5-- — — - 51,000 J Sales Ir Description Data Book Page Amount Qualified Vadlmp No Sales Find Comparable Sales) Land Method Frontage Depth Units Units Price Land Value LOT 1 $51,000.00 $51,000 Building Information Permits i Permit # Description r Agency Amount I CO Date I Permit Date 1 of 2 3/28/2018, 6:56 PM REQUIRED INSPECTION SEQUENCE PARK SQUARE HOMES SFR-DETACHED Permit # Q— lG% BUILDING PERMIT Min Max Ins ection Description 10 Form board / Foundation Survey 10 Slab / Mono Slab Pre our 20 Lintel / Tie Beam / Fill / Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 40 Roof Dry In J 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 A riri reaa- ELECTRICAL PERMIT Min Max Inspection Description 10 Underground Electric 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power G 30 Electric Rough 1000 Electric Final Inspection DescriptionMinMax 10 PlumbigUnderground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final IMEC al iq'iL PERMIT Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 RECORD COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 188 Walton II C RHG - W Builder Name: Park Square Homes Street: 4005 Night Heron Dr. Permit Office: City of Sanford SANFORDCity, State, Zip: Sanford , FL , Permit Numbeg 1 _ ' 9 5 Owner: Park Square Homes Jurisdiction: 9 0 FPAR1 Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2) 1. New construction or existing New (From Plans) 9. Wall Types (1988.0 sgft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1736.00 f12 b. Frame - Wood, Adjacent R-11.0 252.00 f12 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 3 d. N/A R= IF 10. Ceiling Types (1811.0 sqft.) Insulation Area 5. Is This a worst case? No a. Under Attic (Vented) R=30.0 1811.00 02 6. Conditioned floor area above grade (112) 1811 b. N/A R= ft2 Conditioned floor area below grade (fill) 0 c. N/A 11. Ducts R= ft zRft 7. Windows(203.2 sqft.) Description Area a. Sup: Attic, Rot: Main, AH: Main 6 362.2 a. U-Factor: Dbl, U=0.55 114.90 112 SHGC: SHGC=0.22 b. U-Factor: Dbl, U=0.58 64.00 f12 12. Cooling systems kBiu/hr Efficiency SHGC: SHGC=0.25 a. Central Unit 34.8 SEER:16.00 c. U-Factor: Dbl, U=0.54 24.33 f12 SHGC: SHGC=0.25 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 33.0 HSPF:9.00 SHGC: Area Weighted Average Overhang Depth: 3.217 ft. Area Weighted Average SHGC: 0,233 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (1811.0 sgfl.) Insulation Area EF: 0.900 a. Slab -On -Grade Edge Insulation R=0.0 1811.00 IF b. Conservation features b. N/A R= ft2 None c. N/A R= f12 15. Credits Pstat Glass/Floor Area: 0.112 Total Proposed Modified Loads: 52.43 PASSTotalBaselineLoads: 55.88 I hereby certify that the plans and specifications covered by Review of the plans and igHE ST,qi this calculation are in compliance with the Florida Energy specifications covered by this Code. Digitally signed byriarael calculation indicates compliance Rafael lzquierdo l=gme,do with the Florida Energy Code. nu„ .; . _. ••. „ O Dale: 201804.1209.36:39-04'00' PREPARED BY: Before construction is completed DATE: this building will be inspected for 0 ,s compliance with Section 553.908 I hereby certify that this building,,ps designed, is in compliance Florida Statutes. with the Florida Energy Code COD WE OWNER/A T BUILDING OFFICIAL: DATE: DATE: • ? A Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). Compliance with a proposed duct leakage On requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with ANSI/RESNET/ICC 380, is not greater than 0.030 On for whole house. 4/12/2018 9:32 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2017 PROJECT Title: Building Type: Owner Name: of Units: Builder Name: Permit Office: Jurisdiction: Family Type: Now/Existing: Comment: Lot 188 Walton II C RHG - W Bedrooms: 3 User Conditioned Area: 1811 Park Square Homes Total Stories: 1 1 Worst Case: No Park Square Homes Rotate Angle: 0 City of Sanford Cross Ventilation: No 691500 Whole House Fan: No Single-family New (From Plans) Address Type: Lot # Block/Subdivision: PlatBook: Street: County: City, State, Zip: Lot Information 188 WP 4005 Night Heron Dr. Seminole Sanford , FL, CLIMATE Design Location Design Temp TMY Site 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Orlando FL_ORLANDO_INTL_AR 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockt 1811 16842.3 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 1811 16842.3 Yes 4 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 185.9 ft 0 1811 f12 0.29 0 0.71 ROOF V # Type Roof Gable Roof Materials Area Area Color Solar Absor. SA Emill Tested Emitl Deck Pitch Tested Insul. (deg) 1 Hip Composition shingles 2025 02 0 ft2 Dark 0.9 N 0.9 No 0 26.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1811 f12 N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 Blown 1811 1112 0.1 Wood 4/12/2018 9:32 AM EnergyGauge® USA - FlaRes2017 Section R405 4.1 Compliant Software Page 2 of 4 FORM R405-2017 WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below 1 N Exterior Concrete Block - Int Insul Main 4.1 66 6 9 4 620.7 fit 0 0 0.8 0 2 E Exterior Concrete Block - Int Insul Main 4.1 40 0 9 4 373.3 fiZ 0 0 0.8 0 3 S Exterior Concrete Block - Int Insul Main 4.1 59 0 9 4 550.7 fit 0 0 0.8 0 4 W Exterior Concrete Block - Int Insul Main 4.1 20 6 9 4 191.3 f12 0 0 0.8 0 5 Garage Frame - Wood Main 11 27 0 9 4 252.0 fit 0 0.25 0.8 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 W Insulated Main None 39 3 8 24IF 2 Wood Main None 39 2 8 6 8 17.8 fie WINDOWS Orientation shown is the entered, Proposed orientation. V Wall Overhang If 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 49.3 It2 1 ft 0 in 1 It 4 in Drapes/blinds None 2 n 1 Metal Low-E Double Yes 0.54 0.25 N 4.3 fie 1 ft 0 in 1 It 4 in Drapes/blinds None 3 E 2 Metal Low-E Double Yes 0.55 0.22 N 32.9 IF 1 ft 0 in 1 ft 4 in Drapes/blinds None 4 e 2 Metal Low-E Double Yes 0.58 0.25 N 64.0 fit 6 ft 8 in 1 It 4 in None None 5 s 3 Metal Low-E Double Yes 0.55 0.22 N 32.7 fit 1 ft 0 in 1 If 4 in Drapes/blinds None 6 w 4 Metal Low-E Double Yes 0.54 0.25 N 12.0112 1 ft 0 in 1 If 4 in Drapes/blinds None 7 W 4 Metal Low-E Double Yes 0.54 0.25 N 8.0 fit 12 ft 0 in 1 0 4 in Drapes/blinds None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 408 I12 408 f12 58 ft 9.3 if 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000414 1964.9 107.87 202.87 .302 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:9 33 kBtu/hr 1 Sys#1 4/12/2018 9:32 AM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2017 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 16 34.8 kBtu/hr 1044 cim 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.9 50 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cart Company Name System Model # Collector Model # Area Volume FEF None None f12 DUCTS V Supply ---- Return ---- Air CFM 25 CFM25 HVAC If Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 362.2 ft Main 90.55 ft Prop. Leak Free Main cfm 54.3 cfm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: CoolingH Jan j ] Feb j[ ] Mar j Apr j Ma X] Jun Jul X Auge Oct Nov Dec Heatin Jan jX] Feb [X] Mar Apr [ May ]Jun Jul Aug Sep Oct Nov Dec Ventin Jan [[ ]] Feb ((XX]] Mar Apr [ May [ ] Jun Jul Au Se Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 4/12/2018 9:32 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 4 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: 4005 Night Heron Dr. Permit Number: Sanford , FL , MANDATORY REQUIREMENTS See individual code sections for full details. SECTION R401 GENERAL R401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components Installed in a dwelling unit. The building official shall 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 Alr leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation.The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3. Interior doors, if installed at the time of the test, shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems, if installed at the lime of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the test, shall be fully open. R402.4.2 Fireplaces. New wood -burning fireplaces shall have light -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 Ieakage.Windows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Lts/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMA/ WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. 4/12/2018 9:33 AM EnergyGaugeO USA - FlaRes2017 - FBC 61h Edition (2017) Complia Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential. R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SECTION R403 SYSTEMS R403.1 Controls. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heal operation when the heat pump compressor can meet the heating load. R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or 7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes, to be "substantially leak free" in accordance with Section R403.3.3. R403.3.2.1 Sealed air 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. Postconstruclion lest: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41°C) or below 55°F (13°C) shall be insulated to a minimum of R-3. R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory). Heated water circulation systems shall be in accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 4/12/2018 9:33 AM EnergyGauge® USA - FlaRes2017 - FBC 61h Edition (2017) Complian Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heal traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 1/z inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies (Mandatory). R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 140°F (38°C to 60°C). R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water -heating systems to be turned off. R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1. R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar water -heating systems should meet the following criteria: 1. Be installed with a lilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole -house mechanical ventilation system fan efficacy. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10 otherwise. R403.7 Heating and cooling equipment (Mandatory). R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This Code does not allow designer safety factors, provisions for future expansion or other factors that affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM CFM) MINIMUM EFFICACY a CFM/WATT) AIRFLOW RATE MAXIMU CFM) Range hoods Any 2.8 cfm/watt Any In -line fan Any 2.8 cfm/wall Any Bathroom, utility room 10 1.4 cfm/watt 90 Bathroom, utility room 90 2.8 cfm/wall Any For SI: 1 cfm = 28.3 Umin. a. When tested in accordance with HVI Standard 916 4/12/2018 9:33 AM EnergyGauge® USA - FlaRes2017 - FBC 61h Edition (2017) Complia Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return ducts) is installed in an unconditioned space. Exceptions: 1. Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1 R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7 1. R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: A separate cooling or heating system is utilized to provide cooling or healing to the major entertainment areas. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. R403.9 Snow melt and Ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F (1 VC), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F (4.80C). R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the setting of the heater thermostat Such switches shall be in addition to a circuit breaker for the power to the heater. Gas -fired healers 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 healing, 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 4/12/2018 9:33 AM EnergyGauge® USA - FlaRes2017 - FBC 61h Edition (2017) Complia Page 4 of 5 R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verity procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. R403.11 Portable spas (MandatorlDhe 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. 4/12/2018 9:33 AM EnergyGauge® USA - FlaRes2017 - FBC 6Ih Edition (2017) Complia Page 5 of 5 FORM R405-2017 ENERGY PERFORMANCE LEVEL EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* 94 The lower the EnergyPerformance Index, the more efficient the home. 4005 Night Heron Dr., Sanford, FL, 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1736.00 IF b. Frame - Wood, Adjacent R=11.0 252.00 ft 3. Number of units, if multiple family 1 c. N/A R= 112 4. Number of Bedrooms 3 d. N/A R= ftz 10. Ceiling Types Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1811.00 IF 6. Conditioned floor area (ftz) 1811 b. N/A R= flz 7. Windows" Description Area c. N/A R= h2 a. U-Factor: Dbl, U=0.55 114.90 flz 11 .Ducts a. Sup: Attic, Rot: Main, AH: Main R ft 6 362.2 SHGC: SHGC-0.22 b. U-Factor: Dbl, U=0.58 64.00 f12 SHGC: SHGC=0.25 12. Cooling systems kBlu/hr Efficiency c. U-Factor: Dbl, U=0.54 24.331F a. Central Unit 34.8 SEER:16.00 SHGC: SHGC=0.25 d. U-Factor: N/A ftz 13. Heating systems kBtu/hr Efficiency SHGC: a. Electric Heat Pump 33.0 HSPF:9.00 Area Weighted Average Overhang Depth: 3.217 ft. Area Weighted Average SHGC: 0.233 8. Floor Types Insulation Area 14. Hot water systems Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=0.0 1811.00 ftz a. Electric EF: 0.9 b. N/A R= ftz b. Conservation features c. N/A R. ryz None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficienc Construction through the above energy saving features which will be in this home before final inspecti h ise, a new EPL Display CrylAbasedoninstalledCodecores. Builder Signature: Address of New Home: Date: Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage ( EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at techsupport@energygauge. com or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission' s support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 4/ 12/2018 9:33 AM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 188 Walton II C RHG - W Builder Name: Park Square Homes Street: 4005 Night Heron Dr. 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 requirements The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attics aces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/door jambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spac as. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind non9ng and wiring- Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fire snrinklar rover niates and walls or ceilonns- a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 4/12/2018 9:33 AM EnergyGauge® USA - FlaRes2017 FBC 6Ih Edition (2017) Compliant Software Page 1 of 1 wrightsoft• Project Summary Entire House One Stop Cooling and Heating 7225 Sardsoove Court, Wirier Party FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629.9307 Web: wwwOreStopCoolirg wrn Licerw: CAC032444 Project• • For: Park Square Homes 4005 Night Heron Dr., Sanford, FL Notes: Job: Lo1188 Walton 11 C RHG - W Date: 06/15/2017 By- LF Design Information Weather: Orlando Intl AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 92 OF Inside db 68 OF Inside db 74 OF Design TD 26 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 49 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 19833 Btuh Structure 16488 Btuh Ducts 2087 Btuh Ducts 4336 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 21920 Btuh Use manufacturers data n Rate/swing multiplier 0.97 Infiltration Equipment sensible load 20282 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 2854 Btuh Ducts 919 Btuh Central vent (0 cfm) 0 Btuh Heating Coolin none) Area (ft2) 1819 1811 Equipment latent load 3773 Btuh Volume (ft3) 16845 16845 Air changeslhour 0.38 0.20 Equipment Total Load (Sen+Lat) Req. SHR 24055 2.3 Btuh Equiv. AVF (cfm) 107 56 total capacity at 0.75 ton Heating Equipment Summary Cooling Equipment Summary Make Trane Make Trane Trade TRANE Trade TRANE Model 4TWR6036H1 Cond 4TWR6036H1 AHRI ref 7562981 Coil TEM6AOC36H31++TDR AHRI ref 7562981 Efficiency 9 HSPF Efficiency 13.0 EER,16 SEER Heating input Sensible cooling 26100 Btuh Heating output 33000 Btuh @ 470F Latent cooling 8700 Btuh Temperature rise 0 OF Total cooling 34800 Btuh Actual air flow 0 cfm Actual air flow 1160 cfrn Air flow factor 0 ctrn/Btuh Air flow factor 0.056 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.85 Capacity balance point = 31 OF Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 1 wrlghtsoirt» 2018-Apr•1209,3525 Ripti-SUte®lMversal2018180.11 RSU16202 Page 1 Ic and E PL Temp1ot 188 Walton 11 C RHG - W .rup Calc a 14U8 Front Door faces: W wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardscove Court, Wider Park FL 32792 Phore: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOreStopCoolirg ow Licerse: CACD32444 Job: Lot 188 Walton II C RHG - W Date: 06/15/2017 By- - LF 1 Room name Entre House BED3 2 Exposed well 1859 ft 33.0 4 3 Room height 93 n d 93 It heat/aool 4 5 Room dimensions Room area 18112 fF 1.0 x 1525 ft 1525 fF Ty Cons"on U-value Or HTM Area OF) Load Area (IF) Load number BGrtt/fl -9 BUW W perimeter (ft) Bluh) or perimeter (ft) Bluh) Heat Cod Cross NOS Heat Cool Cross N/PIS Heal Cod 6 13A-4ocs 0.143 n 3.73 2.90 618 565 2109 1636 112 112 417 323 4A5.2Dm 0.550 n 1435 13AI 49 0 704 657 0 0 0 0 4135.21m 0.540 n 14.09 13.67 4 0 61 59 0 0 0 0 Vjl 13A.4ods 0.143 a 3.73 2.90 372 275 1028 797 135 119 442 343 11 C 4A5.2Dm 0.550 a 1435 27.44 33 0 469 897 16 0 235 448 4A5.2omd 13A-4ods 0.580 0.143 a s 15.14 3.73 24.68 2.90 64 549 34 516 969 1926 1580 1494 0 60 0 60 0 226 0 175 4A5.2om 0.550 s 1435 13.66 33 25 469 446 0 0 0 0 13A-4ods 485.21n 0.143 0.540 w w 3.73 14.09 2.90 29.62 191 12 147 0 547 169 425 355 0 0 0 0 0 0 0 0 485.21n 11DO 12C-091N 0.540 0390 0091 w w 14.09 10.18 238 13.67 1227 1b1 B 24 251 8 24 233 113 244 554 109 294 351 0 0 0 0 0 0 0 0 0 0 0 0Ij L.—D 11DO 03W n 10.18 1227 18 18 182 219 0 0 0 0 C 16B-30ad 0.032 0.84 1.76 1811 1811 1512 3184 153 153 127 258 F 22A-q m 1.180 30.80 0.00 1811 186 5726 0 153 33 1016 0 61 c) AED ex urson 1 0 1 24 Envelope loss(gain 16782 12506 2463 1582 12 a) Infiltration 3051 1132 541 201 b) Room ventilation 0 0 0 0 13 Internal gains: OmrpantsC@ 230 5 1150 1 230 Appliancesblller 1700 0 Slbbml (lines 61D 13) 19833 16488 3004 2013 Low external bad 0 0 0 0 Lem Warder 0 0 0 0 Redsaibution 0 0 0 0 14 Sdbbtal 19833 16488 3004 2013 15 Dud loads 1 11% 260/6 2087 4336 ll%j 265/6 316 529 Total room bad 21920 20824 1 1 3320 2542 Air required (dm) 0 1160 0 142 Calculations approved byACiCiAtO meet all requirements of Manual J 8th Ed. f}F wrlgMt oft' 2018-Apr-12093525 A&I Rigtt-5ute®Uriversa1201818.0.11 RSU16202 Page 1 Ic and EPL TemplLot 188 Walton 11 C RHG - W rW Calc - KM Frort DDor laces: W wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardscove Corn, Wirier Park, FL 32792 Ptone: (407) 629. 6920 Fax: (407) 629 - 9307 Web: wwwOneStopCoolirg.com License: CAC032444 Job: Lot 188 Walton II C RHG - W Date: 06/15/2017 By. LF 1 Room name BTH2 BED2 2 Exposed well 55 D 115 fi 3 Room height 93 11 heaftol 9.3 If heaVood 4 5 Room dimerlsorrs Room area 10.5 x 5.5 If 573 IF 14.0 x 115 If 161.0 IF Ty Construction number U-value BbrhA +) Or HTM MIA" Area OF) or perimelar (fi) Load BWh) Area (IF) or perimeter (I1) Load BWh) Heat Cod Cross NIPS Heat Cod Gross NIPS Heat Cool 6 V I IL--GG 13A-4ors 4A5.2om 4B5.21m 0.143 0.550 0.540 n n n 3.73 1435 14.09 2.90 13.41 13.67 51 0 4 47 0 0 175 0 61 136 0 59 107 16 0 91 0 0 338 235 0 262 219 0 11 T4A5.2omd 13A-4ocs 4A5.2om 0.143 O= a a 3.73 1435 2.90 27.44 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vy Y-G 13A•4om 4A5-2om OMO 0.143 OS50 a s s 15.14 3.73 1435 2468 2.90 13.66 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A-4ors 485.21m 0.143 0.540 w w 373 14.09 2.90 29.62 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4B5.21m 11D0 12C-09N 0.540 0390 0.091 w w 14.09 10.18 238 13.67 1227 1.51 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0R 11 DO 0.390 n 10.18 1227 0 0 0 0 0 0 0 0D C 1613-30ad 0.032 0.84 1.76 58 58 48 102 161 161 134 233 F 22A-cpm 1.180 30.80 0.00 58 6 169 0 161 12 354 0 6 c) AED ex urson 10 33 Envelope loss/gafn 453 286 1061 732 12 a) Infiltration 90 33 189 70 b) Room venblabon 0 0 0 0 13 Internal gains: ODarpants@ 230 0 0 1 230 Applianossfolller 0 0 SublDlal(lines 6to13) 544 320 1250 1032 Les extemalload 0 0 0 0 Lesstrarder 0 0 0 0 Redisbibubon 0 0 0 0 14 Sublotal 544 320 1250 1032 15 Duty loads 11%l 269/61 57 84 11% 26% 132 271 Total room load I 6011 404 1 1382 1303 Air required (dm) 0 22 0 73 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 1i- w 1-ghtooT!- 2018-Apr•12093525 RigH•Stite®Uriversa1201818.0.11 RSU16202 Paget Ic and E PL TemprLol 188 Walton It C RHG • W rup Calc - NUB Frori Door Faces: W wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardscove Coot, Wirter Park, FL 32792 Phore (407) 629 - 6920 Fax: (407) 629.9307 Web. wwwOreStopCoolirg com Liserse: CAC032444 Job: Lot 188 Walton II C RHG - W Date: 06/15/2017 By: LF 1 Room name MBED METH 2 Exposed well 15,5 it 21 A D 3 RoomheigM 93 B heaftd 93 If heatbool 4 5 Room dimensions Room area 1.0 x 215.3 ft 2153 fF 1 D x 107.4 4 107.4 fF Ty Constwoon U-value or HTM Area (fF) Load Area (IF) Load number BUiW-F BUhAln or perimeter (0) Bluh) or perimeter (ft) Btivh) Heat Cool Cross N/P/S Heal Cool Cross N/P/S' Heat Cool 6 13A-4005 4A5.2om 4B5.21m 0.143 0.550 0.540 n n n 3.73 1435 14.09 290 13.41 1367 144 33 0 111 0 0 416 469 0 323 438 0 144 0 0 144 0 0 538 0 0 417 0 0 y/ T=211 13A-4ocs 4A5.2om 0.143 0550 a a 373 1435 290 27.44 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5.2omd 13A-4ocs 4A5.2om 0.580 0.143 0550 a s s 15.14 3.73 1435 2468 2.90 13.66 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 yl t. G VVVjjj!!! 13A-4ocs 4135.2trn 0.143 0.540 w w 3.73 1409 290 2962 0 0 0 0 0 0 0 0 56 6 50 0 186 85 144 178 4135.2fm 11DO 12C-0sw 0.540 0.390 0.091 w w 1409 1018 238 13.67 1227 1.51 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0R 1—D 11D0 16B-30ad 0390 0.032 n 10.18 0.84 1227 1.76 0 215 0 215 0 180 0 378 0 107 0 107 0 90 0 189C F 22A-cpm 1.180 30,80 0.00 215 16 477 0 107 21 660 0 61 C) AED exarrson 1 53 1 47 Envelope bsstgain 1542 1087 1558 975 12 a) Infiltration 254 94 353 131 b) Room ventilation 0 0 0 0 13 Internal gains: Olxirpanis@ 230 2 460 0 0 Appliancesbiher 0 0 Sublotal (fines 6b 13) 1797 1641 1910 1106 Less exlemalbad 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 424 413 0 0 14 SUNDtal 2221 2054 1910 1106 15 Dud loads 11% 261/6 234 540 11°h 26% 201 291 Total room bad 2454 2595 2111 1397 Air required (dm) 0 145 0 78 Calculations approved by ACCA to meet all requirements of Manual J tith Ed. v4a- wrrlgtitooTC- 2018-Apr-12093525 Riga-Sute®Uriversal2018180,11 RSU16202 Page3 Ic and E PL Temp'Lot 188 Walton 11 C RHG - W rnq Calc . KM Frorl Door faces. W wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardscove Courl. W irter Park FL 32792 Phore: (407) 629 - 6920 Fax (407) 629 - 9307 Web. wwwOreStopCDolirg.com License: CAC032444 Job: Lot 188 Walton II C RHG - W Date: 06/15/2017 By: LF 1 Room name MWIC Mrol 2 Exposed well 11.5 8 10.0 11 3 Room height 93 fl heaVwol 93 It heaVcool 4 5 Room dimensions Room area 1.0 x 653 fl 653 fF 10 x 239 fl 239 fF Ty Construmon U-Value Or HTM Area VF) Load Area (IF) Load number B4uhVL-9 Bk&M or perimeter (fl) Bauh) or perimeter (A) Btuh) Heal Cool Gross N/P/S Heat Cool Cross N/P/S Heal Cool 6 Vjl 13A-40 S 4A5.2om 0.143 0.5W n n 3.73 1435 2.90 13AI 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0Imo—CG 4135.2trn 0.540 n 14.09 13.67 0 0 0 0 0 0 0 0 Vj! 13A•40cs 0.143 a 3.73 2.90 0 0 0 0 0 0 0 0 11 T=2 4A5-2om 0.5W a 1435 27.44 0 0 0 0 0 0 0 0 Y13A•4os 4A5.2omd 0-80 0.143 a s 15.14 3.73 24.68 2.90 0 65 0 65 0 243 0 189 0 56 0 56 0 208 0 162 4A5.2om O.&W 6 1435 13.66 0 0 0 0 0 0 0 0G VV II 13A-40 S 4135.21rn 0.143 0.540 w w 373 1409 290 29.62 42 0 42 0 156 0 121 0 37 6 31 0 116 85 90 178 4135.21rn 11DO 12C-0sw 0.540 0390 0.091 w w 14.09 10.18 238 13.67 1227 1.51 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0j r— 0 11D0 0390 n 10.18 1227 0 0 0 0 0 0 0 0 C 16B•30ad 0.032 084 1.76 65 65 54 115 24 24 20 42 F 22A-Mn 1.180 3080 0.00 65 12 354 0 24 10 300 0 6 c) AED excursion 15 64 Envelope loss/gain 808 409 737 535 12 a) Infiltrabon 189 70 164 61 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliancesbther 0 0 Sublolal (lines 6 ID 13) 996 479 901 596 Low external load 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 116 113 0 0 14 Subtotal 1112 592 901 596 15 Dud loads 11% 26% 1171 156 11% 269/6 95 157 Total room load 1229 747 996 753 Air required (dm) 1 0 42 1 1 01 42 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. i- wrlgFstoo7t- 2018-Apr-1209:3525 Righ-Su1e®Unversa1201818011RSU16202 Page Ic and E PL Tempto1188 Wallon II C RHG - W n) Calc = M18 Frort Door laws W f wrightsoft' Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardscove Cotrl, Winter Park FL 32792 Phore: (407) 629 - 6920 Fax: (407) 629.9307 Web: www.OreSlopCoolirg.00m License: CA0032444 Job: Lot 188 Walton II C RHG - W Date: 05/15/2017 By. LF 1 Room name LAUN PAN 2 Exposed well 6.0 ft 7.0 A 3 Room height 93 It heaVcool 93 It heatknol 4 Roomdmerl5ions 12.1 x 6.0 It 60 x 7.0 fl 5 Room area 725 IF 42.0 IF Ty Construction number U-value BbuMf T) Or HTM BUh" Area (fF) or perimeter (A) Load Btuh) Area (IF) or perimeter (A) Load Bbrh) Heal Cool Crass N/Pl5 Heal Cool Cross N/P/S Heat Cowl 6 Vj/ fGImo— 13A-400a 0.143 n 3.73 2.90 0 0 0 0 0 0 0 0 4A5.2om 4B5 2trn 0.550 0.540 n n 1435 14 09 13Al 13.67 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 13A-4ors 4A5-2an 0.143 0.550 6 a 3.73 1435 2,90 27.44 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1—C y/ 4A5.2omd 13A-4os 0.580 0.143 a s 15.14 3.73 24,68 2.90 0 56 0 56 0 208 0 162 0 65 0 65 0 243 0 189 t—C 4A5.2om 0.550 s 1435 13.66 0 0 0 0 0 0 0 0 Vy 13A- 0.14 w 3. 2.90 0 0 0 0 0 0 0 0 4B5-2fm2hn 0.540 w 14.0909 2962 0 0 0 0 0 0 0 0 4B5-21n 11DO 12C-09N 0.540 0.390 0.091 w w 14.09 10.18 238 13.67 1227 1S1 0 0 112 0 0 112 0 0 265 0 0 168 0 0 0 0 0 0 0 0 0 0 0 0R r-0 11D0 16121-30ad 03W 0.032 n 10.18 0.84 1227 1,76 0 72 0 72 0 60 0 127 0 42 0 42 0 35 0 74C F 22A-tpm 1.180 30.80 0.00 72 6 185 0 42 7 216 0 6 c) AED wwsion 31 9 Em elope lossfgafn 718 425 494 253 12 a) Infitr4on 98 37 115 43 b) Room verltilabon 0 0 0 0 13 Internet gains; Owupants@ 230 0 0 0 0 AppliancesbCler 500 0 Stblotal(lines 61o13) 817 962 608 296 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redolbution 231 225 0 0 14 Sublolal 1048 1187 608 296 15 Dud loads 11%, 261/6 110 312 11% 26% 64 78 Total room load 1158 1500 672 373 Air required (dm) 0 84 0 21 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. f'}+- wrlgtie o7't !•. ""'-' _ """^ Rig11-Stite®U2018-Apr-12093525riversa12018180.11RSUt6202PageSIc and EPL TempIol 188 Walton 11 C RHG - W.n p Calc. M18 Front Door tacos. W wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardscove Cool, W crier Park FL 32792 Plore (407) 629.6920 Fax. (407) 629.9307 Web, wwwOreSlopCoolirg com License: CAC032444 Job: Lot 188 Walton II C RHO - W Date: 06/15/2017 By: LF 1 Room name Krr FLEX 2 Exposed well 0 4 34.0 fi 3 Room height 93 tl heaVbDol 93 0 healbool 4 5 Room dimensions Room area 10 x 149.0 tt 149.0 tF 10 x 1630 If 163.0 tF Ty Condon U•value Or HTM Area (IF) Load Area (tF) Load number BNfvNLIn BdrhM or perimeter (D) 81uh) or perimeter (8) Both) Heat Cool Cross N/P/S Heat Cool Cross N/P/S Heat Cod 6 NI I—GG 13A•4ocs 0.143 n 3.73 290 0 0 0 0 60 60 226 175 4A5-2orn 0550 n 14.35 13AI 0 0 0 0 0 0 0 0 4135-21m 0.540 n 14.09 13.67 0 0 0 0 0 0 0 0 13A-4ocs 0.143 a 3.73 2.90 0 0 0 0 116 100 373 289 11 4A5.2om 0.550 a 1435 27.44 0 0 0 0 16 0 235 448 4A5-2Dmd 0580 a 15.14 24.68 0 0 0 0 0 0 0 0 13A-4os 0,143 s 3.73 2.90 0 0 0 0 140 140 521 404 4A5-2om 0.550 s 1425 13.66 0 0 0 0 0 0 0 0 13A-4ocs 4B5.21m 0.143 0S40 w w 3.73 14.09 2.90 29.62 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4B5.2[m 11D0 12C-Osw 0.540 0.390 0.091 w w 14.09 10.18 238 13.67 1227 1,51 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0fj 1—D 11D0 0.390 n 10.18 1227 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0b4 1,76 149 149 124 262 163 163 136 287 F 22A-fin 1.180 30,80 0.00 149 0 0 0 163 34 1047 0 6 c) AED exouson 45 22 Envelope loss/gain 124 217 2537 1626 12 a) Infilb-4on 0 0 558 207 b) Room ventlabon 0 0 0 0 13 Internal gains: Oocvpants@ 230 0 0 1 230 Appliancesro7lar 1200 0 Subtotal (lines 6 b 13) 124 1417 3095 2062 Less emernalload 0 0 0 0 Less transfer 0 0 0 0 Redistribution 289 282 5 10 14 Subtotal 414 1698 3100 2073 15 Dud loads 1 11% 261/6 44 447 11% 26%1 326 545 Total room load I 457 2145 1 34261 2618 Air required (dm) I 1 0 119 0 146 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. r wrlgF8t c'vt:- 2018-Apr-12093525 Riglt-SUte®Uriversa1201818.011 RSU16202 Page 6 Ic and EPL Temptol 188 Wallon II C RHG - W.rup Calc = M18 Frori Door Faces: W wrightsoftRight-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardscove Cool, Winter Park FL 32792 Phore: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOreSlopCooling.com License: CAC032444 Job: Lot 188 Walton II C RHG - W Date: 06/15/2017 By-. LF 1 Room name I FAM 2 FVosedwall 0 fl 13.0 it 3 Room height 93 8 heatbod 93 R heaVbool 4 5 Room dimensions Room area 35 x 35 fl 123 fF 1. 0 x 320.3 n 3203 IF Ty Construction U-value Or HTM Area (IF) Load Area (fly Load number BWhW-n or perimeter (fi) Btirh) or perimeter (fi) BWh) Heat Cool Cross NIPS Heat Cod Grass NIPS Heat Cool 6 13A-40s 0143 n 3.73 2.90 0 0 0 0 0 0 0 0 4A5. 2Dm 4135. 21n 0550 0. 540 n n 14. 35 14. 09 13AI 13. 67 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 V/ T=2 13A• 40cs 4A5. 2Dm 0. 143 0. 550 a a 3. 73 1435 2. 90 27. 44 0 0 0 0 0 0 0 0 121 0 57 0 212 0 165 0 yI 4A5. 2omd 13A- 40ts 0. 580 0. 143 a s 15. 14 3. 73 24. 68 2. 90 0 0 0 0 0 0 0 0 64 0 34 0 969 0 1580 0 L-- G 4A5.2Dm OS50 s 14.35 13.66 0 0 0 0 0 0 0 0 13A• 40cs 485. 21m 0. 143 0540 w w 3. 73 14. 09 2. 90 29. 62 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 485- 21n 11DD 12C- Osw 0. 540 0390 0. 091 w w 14. 09 10. 18 238 13. 67 1227 151 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1-0 11D0 0390 n 10.18 1227 0 0 0 0 0 0 0 0 C 16121•30ad 0.032 0.84 1.76 12 12 10 22 320 320 267 563 F 22A-cpm 1.180 3020 0.00 12 0 0 0 320 13 400 0 6 c) AED ex ursidn 1 74 Envelope lossIgain 10 21 1849 2234 12 a) Infiltration 0 0 213 79 b) Room ventilation 0 0 0 0 13 Internal gains Oox4lants@ 230 0 0 0 0 Appliancesbllw 0 0 SrbtDlal ( lines 6 b 13) 10 21 2062 2313 Less ebernalbad 0 0 0 0 Less transfer 0 0 0 0 Redistribution 10 21 251 244 14 Subtotal 0 0 2313 2557 15 Dud loads 1 11% 265/6 0 0 11% 26° 2Q 672 Total room bad 0 0 2556 3229 Air required (dm) 0 0 0 180 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. t wrlgh `ooTt- c Rigtl•Sule®Uriversa1201818011 RSU16202 2018•Apr-12093525 Pape? Ic and EPL Templol 188 Walton 11 C RHG - W.nq Calc - LAM Front Door laces: W wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardscove Coot, Winter Park FL 32792 Phore: (407) 629.6920 Fax: (407) 629 - 9307 Web: wwwOreStopCDotirg.com Licerse: CAC032444 Job: Lot 188 Welton 11 C RHG - W Date: 06/15/2017 By: LF 1 Room name CAFE FOY 2 Exposed wall 115 A 6.0 4 3 Room height 93 If heaftol 93 It heall000l 4 5 Roomdmensions Room area 1.0 x 1365 It 136.5 IF 1.0 x 1328 8 Me fF Ty Construction number U-value Btuw*9 Or HTM Area (fF) or perimeter (A) Load BWh) Area (fF) I or perimeter (11) Load BWh) Heat Cool Gross NIPS Heat Cod Gross NIPra Heal Cod 6 VII 13A-40rs 44A5-tom, B5 2trn 0.143 0.550 0.540 n n n 3.73 14.35 14.09 2.90 13AI 13.67 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 I—G 13A-40fs 4A5.2an 0.143 0.550 a 8 3.73 14.35 2.90 27.44 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 yI 6 4A5-2omd 13A-40cs 4A5.2om 0.580 0.143 OS50 8 s S 15.14 3.73 1435 24.68 2.90 13.66 0 107 33 0 74 25 0 277 469 0 215 446 0 0 0 0 0 0 0 0 0 0 0 0t 13A•400; 4B5.26n 0.143 0.540 w w 3.73 14.09 2.90 29.62 0 0 0 0 0 0 0 0 56 0 24 0 89 0 69 0 4B5-21n 11DO 12C- Osw 0. 540 03W 0. 091 w w 14. 09 10. 18 238 13. 67 1227 151 0 0 0 0 0 0 0 0 0 0 0 0 8 24 140 8 24 122 113 244 289 109 294 183 1—p 11DO 16B- 30ad 03W 0 032 n 10.18 0. 84 1227 1. 76 0 137 0 137 0 114 0 240 18 133 18 133 182 111 219 233 CF 22A-wn 1.180 30.80 OAO 137 12 354 0 133 6 185 0 6 c) AED exonson 17 132 Envelope losstgain 1215 884 1212 1240 12 a) Infiltration 189 70 98 37 b) Room ventilation 0 0 0 0 13 Internal gains: Ooarpam@ 230 0 0 0 0 ApplianoesbOver 0 0 Subtotal ( lines 6 to 13) 1403 954 1311 1277 Lessem mal load 0 0 0 0 Lesstran4er 0 0 0 0 Redistribution 5 10 1311 1277 14 Subtotal 1408 965 0 0 15 Dud loWs I 11% M/61 10 254 11%1 269/6 0 0 Total room load I I 1557 11219 0 0 Air required (dm) 0 68 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. t } F wrrlghee to 2018•Apr-12093525 AMk '- Rtg11•SUIe®Uriversal201818.0.11 RSU16202 Page Ic and EPL Temp'Lo1188 Walton 11 C RHO • W nip Cale - MJ8 Front Door faces, W Duct System Summary Job: L01188 Walton II C RHG - W wrightsoft• y Date: 06/15/2017 Entire House By: LF One Stop Cooling and Heating 7225 Sardscove Cool. W irter Park FL 32792 None: (407) 629.6920 Fax: (407) 629.9307 Web: wwwOreSlopCoolirg corn License: CAC032444 For: Park Square Homes 4005 Night Heron Dr., 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 0.170 / 0.170 in H2O 0.219 in/100ft 0 cfm 156 Supply Branch Detail Table Cooling 0.50 in H2O 0.16 in H2O 0.34 in H2O 0.170 / 0.170 in H2O 0.219 in/100ft 1160 cfrn Name Design 13tuh) Htg Cfm) Clg cfm) Design FIR Diam in) H x W in) Duct Mal Actual Ln (ft) Ftg.Egv Ln (ft) Trunk BED2 C 1303 0 73 0.239 6.0 Ox 0 VIFx 32.5 110.0 st1 BED3 C 2542 0 142 0.230 7.0 Ox 0 VIFx 37.7 110.0 SO STMp C 404 0 22 0.236 4.0 Ox 0 VIFx 33.9 110.0 st1 CAFE C 1219 0 68 0.402 5.0 Ox 0 VIFx 9.5 75.0 FAM C 3229 0 180 0.227 8.0 Ox 0 VIFx 39.9 110.0 sl1 FLEX C 2618 0 146 0.436 7.0 Ox 0 VIFx 3.0 75.0 Kfr C 2145 0 119 0.228 6.0 Ox 0 VIFx 44.0 105.0 st2 LAUN C 1500 0 84 0.243 6.0 Ox 0 VIFx 40.2 100.0 s12 McED C 2595 0 145 0.247 7.0 Ox 0 VIFx 32.8 105.0 s12 WSTH C 1397 0 78 0.222 5.0 Ox 0 VIFx 48.3 105.0 st2 Mrol C 753 0 42 0.219 4.0 Ox 0 VIFx 50.5 105.0 st2 MWIC C 747 0 42 0.237 4.0 Ox 0 VIFx 43.2 100.0 s12 PAN C 373 0 21 0.220 4.0 Ox 0 VIFx 49.4 105.0 s12 Trunk Htg CIg Design Veloc Diam H x W Duct Name Type cfm) cfm) FIR fpm) in) in) Material Trunk st1 Peak AVF 0 417 0.227 530 12.0 0 x 0 VinIFIX s12 Peak AVF 0 530 0.219 674 12.0 0 x 0 VinlFlx wrightsoft- 2018-Apr-1209:3526 Righ-StileSUriversa12Ol8 i8O.11 RSU16202 Page 1 Jc and EPL Templol 188 Walton11 C RHG - W.nq Celc. MJ8 Front Door laces. W Name Grille Size (in) Htg Cfm) Clg Cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Mat! Trunk rb1 Ox 0 0 1160 0 0 0 0 Ox 0 VIFx w rightsoft- 2018-Apr-12 09:3526 AL.wr ..rr.w..,w.r RigN-SU1e9Uriversal2018180.11 RSU16202 Page 2 Ic and E PL Terrp1Lol 188 Wallon II C RHO - W A p Calc . MJB Frorl Door laces: W Static Pressure and Friction Rate Job: Lot 1 Walton II C RHG - W wrightsoft• Date: 06r15/2/2017 Entire House By. LF One Stop Cooling and Heating 7225 Sardscove Cont. Wirier Park FL 32792 Phore: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOreStopCoolirg.com Licerse: CAC032444 For: External static pressure Pressure losses Coil Heat exchanger Supply diffusers Return grilles Filter Humidifier Balancing damper Other device Available static pressure Measured length of run -out Measured length of trunk Equivalent length of fittings Total length Total effective length Supply Ducts Return Ducts Park Square Homes 4005 Night Heron Dr., Sanford, FL Heating Cooling in H2O) (in H2O) 0.50 0.50 0 0 0 0 0.03 0.03 0.03 0.03 0.10 0.10 0 0 0 0 0 0 0.34 0.34 Effective Length Supply Return it) it) 23 0 27 0 105 0 156 0 156 ricti• Heating Cooling in/100ft) in/100ft) 0.219 0.18 0.219 >0.18 0.219 0.18 0.219 >0.18 Supply 045,11 A=20,11 G--5,11 G=5,1 A-35,11 Gam: TotalEL=105 Return TotalEL=0 wrightsoft- 2018-Apr-1209:3526 Rlgh-Sute®Uriversal201818.0.11RSU16202 Page 1 Ic and EPL Tempto1188 Wallon tl C RHG - W.n) Calc - M18 Fror/ Door laces W Job M Lot 188 Walton II C RHG - W Performed by LF for: Park Square Homes 4005 Nipht Heron Dr. Sanford, FL Level 1 One Stop Cooling and Heating 7225 Sandscove Court Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 www.0neStopCooling.com OfMONA i UPA wluP 110 TON Scale: 1 : 116 Pape 1 Right -Suite® UnNersal 2018 18011 RSU16202 2018-Apr•12 0920:17 Lot 188 Walton II C RHG - W.rup fO S Wrv- L j l-thic t w•:y.a S yy s Sv. RECORD COPY DESCRIPTION AS FURNISHED: Lot 188, WYNDHAM PRESERVE, as recorded in Plat Book 81, Pages 93 through 102 of the Public Records of Seminole County, Florida. PLOT PLAN FOR/CERTIFIED TO: Park Square Enterprises, LLC (a Delaware Corporation); Winderweedle, Haines, Ward & Woodman, PA; Attorneys' Title Insurance Fund; Bank of America LOT 212 LOT 211 S 00016'57" E 60g• tiy' 60.00' VP ry---- LOT 210 Ok to construct single family home 29.eo' LOT 188 29,80' 1withsetbacksandimperviousarea1 shown on plan. 41.11. in-P. VJCL yl II- G , GR 10.00' 14.7' 12.7' 10.00' Idl LANs 12.7' wIt w 00 00OPROPOSEDRESIDENCEMC eh Ltj o WALTON 0 - C o GARAGE RIGHT $ ti LOT 187 00 LOT 189 COV'D. 5.3' ENTRY i7 3.0'x3.0' 6.50, AC 0 10.00' 10.3' ND 9.7' 20.0, 10.00' DRIVE P.C--------- Z---- ---- -- SETBACKS AS FURNISHED FRONT 25'(1) 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 - FISHED SPOT GRADE ELEVATIONS P R P S 1 251,20' _ _ — 25. 10' UTIL. ESMT. 15. 1 — WALK CURB S 00016'57" E (B.B.) 60.00' NIGHT HERON DRI VE1 50' PRIVATE R/W) E DRAINAGE LAN G PROPOSED DRAINAGE FLOW \oy LOT GRADING TYPE A Fj Q PROPOSED F.F. PER PLANS - 26.7' Q PLOT PLAN AREA CALCULATIONS t SQUARE FEET PLOT PLAN ONLY NOT A SURVEY FLATWORK ON/OFF LOT - TOTAL f SQUARE FEET FLATWORK DRIVE 403/ 110- 573 t SQUARE FEET FOUNDA"ON/PAD Z,216 t SQUARE FEET WALKS 30/ 300- 3301 SQUARE FEET REAR PATIO 85 t SQUARE FEET S00 4,0651250 a 4,315 t SQUARE FEET FRONT PORCH DECK POOL DECK 91 t SQUARE FEET N/A t SQUARE FEET NOTE: FRONT SIDEWALK AND STREET LOCATION TAKEN FROM PLANS PROVIDED BY CLIENT • NOT naD VERIFIED CRUSENME'YER—SCOTT do ASSOC, INC. — LAND SURVEYORS LEGEND - LEGEND - 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 rr PLATrRLD rDLTT. POINT oN Lure TYPICAL N01E5: 1P. IA IKON ODIRONROD IRLIk roINr OF RCVEC044 C CURVATUREPOINT0/ COPOVND WRVATIREPROFESSIONAL I. ME UNDERSIGNED DOES IRNew GERM' TINT Tw SURVEY MEE15 ME sTANDAR0.R OF PRACNCE wr FGRTH or THE nORRN BOARD OF CAL CONCRETE N34NENT RAD. RADIAL SURVEYORS AND AWPOB N CRAME'R W-17 FLORIDA ADMN6MINE CODE PURSUANT TO SECWN 472.027. FLORIDA STATUES SCT IA V2• IA •/DLD .SSG NA. NO"ADIAL 2. UNLESS EI180=0 WITH SUMLYDRY SIGRATUI E AND 001109 I. R46W SM IM SURVEY WP OR COPIES ARE NOT VALRT. REC. RECOVERED VI. VITICSS POW A TM SURVEY WAS PREPARED FROM TIRE NFARWTM FURNISHED TO ME SURVEYOR MERE WY Of OTHER RESTRICTIONS PD.0. POINT OF DEGIINDNO CALL CALCLMT[D DR EAXWE NS MAT AFFECT M PROPERIV. 46C. POINT OF COIDgI MMOT PAX OMANCRT RZfCRCNCE "MR14 IT A, NO UNDERFROM DIPAOV WOO NAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. NAIL DNAILCEWERLINCDISK rF. DA rUlENEO SLOW K LINE ROTDUILDINOSETDACKLINE A IRS SURVEY 6 PREPARED FOR PIE SOLE OVIEF1i OF MOSS COMM TO AND SHOULD NOT BE RUED UPON SY ANT OTHER ENTRY. RRN VRIGHT-Of VAT DN. D[NCIDNRK 0. DIYENSgNS SMOR7I FOR 7N[ LOG710N OF WPROKAR)F15 HEREON SHOULD NOT BE USED 10 RECONSTRUCT BOWfpARY {WES, ESNT. EAS134DIT DIL DAM KARIM 7. BFARNIM ARE BASED ASSUMED 011M AND ON THE UK SHOWN AS BASE BEIRIM (6B.) WAILVTR. DRAINAGEUTILITY 0. EIEVAIMM P SNOW!{ ARE BASED ON AMONAL GEODETIC VERIIPAL DARA/ OF 1920. UNLESS OTHtormw NOTED. CLFC. CININ LUDI rE CC 9. CD"FC IV OF AU NORILAWN ND, 4590. VDM C/o VOOD rENCE COINTNCRETE P-M N- I' - 20 DRAWN Or ••• .00. P.T. lac. CCURVATURESCALE POINT Or TANIIENCT KSCRIPTION 9 cm7nED or DATE ORDER ND. RADIUS PLOT PLAN 04-03-2010 2019-18 0 ADLTW OC,CD. D90UUM NORTH THIS BUILDING\PROPERLY OOES NOT UE WITHIN ME ESTABUSHEO 100 YFAR FLOOD PLANE AS PER FIRM' TO CRUS R.LS. 1 4714 ZONE X. MAP / 12117COORO F (09-28-07) am W. SCOTT, R.LS 1 4801 14 RECORD COPY Filename: PARK SQUARE 1821 WALTON II 1,811SF.rrr Lighting and Small Appliance/Laundry Circuits Floor Area SmAppNo LaundNo Line Neutral 1 2 1 Lighting Summary Standard 3,526 3,526 Optional 4,503 3,526 Ranges & Ovens Range No. No? Nameplate Line Neutral 1 1 8000 2 0 0 3 0 0 Range/Oven Summary Standard 6,400 4,480 Optional 8,000 4,480 5UIlO, C Dryers------------------------------------------------------ -q FO------------ bryer No. No? Nameplate Line Neutral 0FA , gRTiv1 1 1 5000 0 3 0 Dryer Summary Standard 5,000 3,500 # 1 8- 1 9 5 7 Optional 5,000 3,506 j7 -------------------------------------------------------------------------- Heating and Cooling: Actual Number = 1 Oame M? Ph No Amps Volts VA HP Line Neutral i---- -- -- -- ---- ----- -- -- ----------- 1 M 1 1 22.0 240 5,280 0 i1 M 1 1 2.0 240 480 0 1 M 1 1 5.0 240 1,200 0 1 1 1 1 22 240 1 5,280 0 Heat/Cool Summary Standard 12,240 0 Optional 12,240 0 Fixed Appliances: Actual Number = 6 Name M? Ph No Amps Volts VA HP Line Neutral DISP 1 1 120 600 600 600 DISH 1 1 120 1200 1,200 1,200- MICRO 1 1 120 1200 1,200 1,200 WH 1 1 18.5 240 4,440 0 PT POOL 1 1 10 240 2,400 0 OPT POOL HEAT 1 1 31 240 7,440 0 Fixed Appliance Summary Standard 12,960 2,250 Optional 17,280 2,250 Other Appliances: Actual Number = 0 Name M? Ph No Amps Volts VA HP Line Neutral Other Appliance Summary Standard 0 0 Optional 0 0 7 -------------------------------------------------------------------------- 25% of Max Motor: Line is Std Only; Neutral for Both Maximum Phase Amps Volts r Heat/Cool 1 Phase 22 Amps 240 Volts 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 =a=== Line Neutral Total Total = 41,446 13,756 Maximum Amperage 173 57ServiceVoltage = 240 Service Phase 1 Optional Line Neutra----------------------------- Total Total = 32,153 13,756 Maximum Amperage 134 57ServiceVoltage = 240 Service Phase = 1 RECORD COPY Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek® RE: PSQ1821C - Park Sq/1821 Walton-C MITek USA, Inc. Site Information: 6904 Parke East Blvd. a F 33610-4115 Customer Info: PARK SQUARE HMS Project Name: PSQ1821C Model: WALTO 1 - Lot/Block: 188 Subdivision: WYNDHAM PRESERVE 60' Address: 4005 NIGHT HERON DR. City: SANFORD State: FLORIDA Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 140 mph Roof Load: 40.0 psf Floor Load: N/A psf This package includes 26 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T13713208 Al 4/6/18 12 T13713219 B4 4/6/18 2 T13713209 A2 4/6/18 13 T13713220 C1 4/6/18 3 T13713210 A3 4/6/18 14 T13713221 C2 4/6118 4 T13713211 A4 4/6/18 15 T13713222 C3 4/6/18 5 IT13713212 A5 4/6/18 116 T13713223 I CJ1 4/6/18 6 T13713213 A6 4/6/18 17 T13713224 I CJ3 4/6/18 7 T13713214 A7 4/6/18 18 T13713225 I CJ5 4/6/18 8 T13713215 A8 4/6/18 19 T13713226 1 D1 4/6/18 9 T13713216 131 416/18 20 T13713227 D3 4/6118 10 T13713217 B2 4/6/18 21 T13713228 IJ1 4/6/18 R T'_1 T13713218 B3 4/6/18 122 T13713229 I J3 4/6/18 4p%LD1% SANFORD 1 8 - 1 9 5 7 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 drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Mid -Florida Lumber Acquisitions, Inc.. Truss Design Engineer's Name: Lee, Julius My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and property incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. T IIIIIIIIIII E No 34869 v: :CC STATE OF 11 Julius Lee PE No.34869 Welt USA, Inc. FL Con 66M 69D4 Parke Eaot Blvd. Tampa Il. 33610 Daft: April 6,2018 Lee, Julius I of 2 RE: PSQ1821C - Park Sq/1821 Walton-C Site Information: Customer Info: PARK SQUARE HMS Project Name: PSQ1821C Model: WALTON 1821 - C Lot/Block: 188 Subdivision: WYNDHAM PRESERVE 60' Address: 4005 NIGHT HERON DR. City: SANFORD State: FLORIDA No. Seal# Truss Name I Date 23 T13713230 J5 416/18 24 T13713231 J7 4/6/18 25 T13713232 KJ5 4/6/18 26 T13713233 KJ7 4/6/18 2 of 2 Job Truss ruse Type Ory Park Sq/1821 Walton-C JPly T13713208 PS01821C Al HIP 1 1 b Reference (optional) Mid -Florida Lumber, Bartow, FL. 1-0 3-94 7:2 10.8-0 3-94 3.2.12 358-0 5x5 8 00 12 3x4 = 4 526 1 8.130 a Mar 1112018 MTek Industries, Inc Fri Apr 6 12:37:39 2018 3-041 5.8.0 5.841 3-8-0 3-041 3-2-12 3-94 Scale - 1:68 9 15.4 11 30 = 3x8 = 30 = 3x4 = Sx5 627 7 8 926 10 29 11 19 30 = 3x4 = 15 34 18 17 18 US 5x9 = Us 3x8 7-0-0 + 14-0-0 14n40 2D40 + 25A-0 33-0-0 + 40-0-0 i 7-0-0 74W 04-0 5 8-0 5 8-0 74-0 74-0 LOADING (psi) SPACING- 2.0.0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0,93 TCDL 10.0 Lumber DOL 1.25 BC 0,79 BCLL 0.0 ' Rep Stress Inv NO WB 0.79 BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS DEFL. in (loc) Well Ud PLATES GRIP Vert(LL) -0,04 15-16 >999 240 MT20 2441190 Vert(CT) -0,14 19-25 >999 180 Horz(CT) 003 13 n/a n/a Weight: 207 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-64 oc purling. BOT CHORD 20 SP No.2 BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc bracing. WEBS 20 SP No.3 REACTIONS. All bearings 14-0-0 except (jt=length) 13=D-7-8, 2=0.7-8. lb) - Max Horz 2=77(LC 6) Max Uplift All uplift 100 lbor less at joints) except 13=-189(LC 8), 18=410(LC 8), 17=23D(LC 8), 16=410(LC 8). 2=189(LC 8) Max Grev All reactions 250 lb or less at joints) except 13-945(LC 14), 18-2063(LC 13), 17-824(LC 17), 16= 2047(LC 14), 2=J36(LC 13) FORCES. ( lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1508/337, 3.4=1283/305, 4-5=-1105/286, 5-6=79/680, 6-7=-85/530, 7-9=-85/530, 9- 10=-79/654, 10.11=11231286, 11-12-1302/305, 12-13=-1527/337 BOT CHORD 2-19=241/1393, 18-19-90/482, 17-18=-650/198, 16.17=-672/198, 15-16=-1011471. 13- 15=-241/1353 WEBS 3.19-284/77, 5.19-132/930, 5-18=1575M79, 6-18=-693/226, 7-17=-752/289, 9- 16=-693/226,10.16=-1563/379,10-15-1321918,12-15-284/77 NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind ASCE 7-10: Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL-3.Opsf; h-15ft; 8-45ft; L-241111; eave-5111; Cat. II; Exp B; Encl., GCpi-0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL-1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tell by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 189 Ill uplift at joint 13, 410 lb uplift at joint 18, 230 lb uplift at joint 17, 410 lb uplift at joint 16 and 189 lb uplift at joint 2. 7) Girder carries hip end with 7-0-0 end setback. 8) Hanger(s) or other connection device(s) shell be provided sufficient to support concentrated load(s) 488 lb down and 169 lb up at 33- 0.0, and 488 lb down and 169 lb up at 7-0-0 on top chord The designlselection 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 Increasewl.25 Uniform Loads (plf) Vert: 1-4-60, 4-11=-126(F--66), 11-14=60, 20-23=42(F=-22) 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. 34469 Mail USA, Inc. FL Cent 6634 61104 Parks East Blvd. Tampa FL 33610 Date: April 6,2018 WARNING - Verlry, design pommel" and READ NOTES ON THIS AND INCLUDED N17EK REFERENCE PACE N0.7473 mv. 100M015 BEFORE USE. Design valid for use only with MTek® connectors This design Is based only upon parameters shown, and Is for an Individual building component, not 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 bulivIdual buss web andfor Gard members only AdddiorW temporary and permanent bracing M iTe k' IsshveysrequiredforstabitdyandtopreventcollapsewithpossiblepersonalInjuryandpropertydamage. For general guidance regarding the fabrication, storage, deiivery, er - , , and bra" of trusses and truss systems, we ANSVTPI1 Ovally Cdlw%. DSB49 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandde, VA 22314 Tamps, FL 36810 Job Truss Truss Type Oy Park SV/1821 Walton-C IPIY T13713208 PSOI821C At HIP 1 1 job Reference Mid -Florida Lumber, Bartow, FL 8.130 s Mar 11 2018 MITek Industries, Inc. Fri Apr 6 12 37:39 2018 Pape 2 I D: FrizuslH5d6ud7TDUdP6Yy3q_d-vs3N VA4M8FIOIZKd7pBb8u1UAE CBbzjyJej9zTR10 LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 4--385(F)11=-365(F) O WARNING - Verily design parameters and READ NOTES ON TINS AND INCLUDED WTEK REFERENCE PAGE M i-7473'rev. INMO15 BEFORE USE. r. Design valid for use only with MReW connectors This design Is based only upon parameters shown, and is for an Individual building component, not thetrusssystemBeforeuse, the building designer must verify the applicability of design parameters and property Incorporate this design Into ro overact building 0 sign. Bracing Indicated Is to prevent buckling of Individual truss web andfor char members only. Additional temporary and permanent Is"M iTe k' Is always re0utretl for stabUy and to prevent collapse with possible personal Injury and property damage For general guidance regard" the fsbrkallon, storage, delivery. region and bracing of truaess and truss systems, see AN8UrP11 Quality Criteria, DSB49 and BC81 Building Component 6904 Parks East Blvd. Safety Information eve8able from Truss Plete Institute, 218 N Lee street. Suke 712. Masamids. VA 22714. Temps. FL 36610 Job Truss Truss Type Ply Park SWI821 Walton-COty T13713209 PS01821C A2 HIP 1 1 o i al MIG-FIOnOa LUmDer, tlanOW, PL. 0 4.9.4 9-0-0 4 4.2.12 5xs 3x4 = 4 24 2525 5 7-2-13 o. IJV a mar 1 I CV.0 m1I=x afnBBefmy3q_c-N3dmkTKa 31-0-0 7-4-9 1 5x4 11 axe = 5xB e 7 27 28 29 a n lea, n,c. rn ryrr v ,c ur -ry cv ry ago r 2S8W BiKOBL ODPZbC1047yc2BFSzTRI P 35 2.12 40-0-0 1 4.2.12 4-94 -0 Sale - 1.68.8 1.50 1 50 6 3 9 23 30 2 10 IS to 15 14 13 12 3x8 = 30 = 3x4 = 4x6 = 3x10 = 30 = 3xs = LOADING (par) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 200 Plate Grip DOL 1.25 TC 0.73 Verl(LL) 0.25 13-15 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 125 SC ' 0 74 Vert(CT) 0.54 13-15 >893 180 BCLL 0.0 Rep Stress Inv NO WB 0 54 Horz(CT) 0 15 10 Na n1a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 202 lb FT - 20% LUMBER- BRACING. TOP CHORD 20 SP No.2'Except, TOP CHORD Structural wood sheathing directly applied or 3-0.3 oc putting. 4-6,": 20 SP DSS BOT CHORD Structural wood sheathing directly applied or 6-4-4 oc bracing. BOT CHORD 2x4 SP No 1 WEBS 1 Row at midpt 5-13 WEBS 20 SP No.3 REACTIONS. (lb/size) 2-1660/D-7-8.10=1660/0-7-8 Max Horz 2--96(LC 10) Max Uplift 2=302(LC 12), 10=302(LC 12) FORCES. (lb) - Max. CompJMax. Ten - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-312111065, 3.4--28391957, 4-5=3467/1203, 5.7=-3467/1203, 7-8-3467/1203, 8.9=2839/957, 9.10-3121/1065 BOT CHORD 2-16=-87912762, 15.16=-692/2495, 13.15=-995/3467, 12-13=700/2495, 1D-12-88712762 WEBS 4-16=-48/414, 8.12=-481414, 5-15=-5051248, 7-13=466/245, 3.16-3151212, 4-15=39111225, 8-13=39011225, 9-12=-3151212 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuft-140mph (3-second gust) Vasd=108mph; TCDL-4.2psf; BCDL=3.Opsf; h=15ft; B-45ft; L=24ft; eave=5ft, Cat. 11. Exp B, Encl., GCpi-0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0. Intenor(t) 2-0-0 to 9-0.0, Exterlor(2) 9-0-0 to 35.4-11, Interior(1) 35-4-11 to 41-0.0 zone;C-C for members and forces d MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0ps1 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 302 lb uplift at joint 2 and 302 lb uplift at joint 10 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 Las PE No. UU9 M1Tek USA, Inc. FL Ced 6634 904 Parke East Blvd Temps FL 33610 Date: April 6,2018 AWARNING • Verify dealpn paranwwa and READ NOTES ON TNIS AND INCLUDED WTEK REFERENCE PAGE MII.7473 rev. 100Y3915 BEFORE USE. Design valid for use only with MITek® connectors This design Is based only upon parameters shown, and Is for on IndMdual bustling component, not a truss system Before use, the building designer must ver0y the applicabiaty of design parameters and property Incorporate this design into the overall building design Bracing Indicated is to prevent buckling of Indlvldwl trust web andlor chord members only Additional temporary and permanent bracing WOW Is always required forstabWty and to prevent collapse with possible Personal I*ry and prop,rty damage For general guidance regarding the lebrioatlon, storage. delivery, erection and bracing of trusses and truss systems, we ANSVTPII Quality Criteria, D3049 and BCSI Building Component 690s Parks East Blvd Safety Information available from Truss Mate Institute, 216 N Lee Street. Sucre 312, Alexandria. VA 22314• Tamps. FL 30610 Job Truss Truss Type Ory Park Sty1821 Wellon-C JPly T13713210 PS01821C A3 HIP 1 1 b Reference lopdo al MID -Fiona Lumber, Banow, FL. 8.130 9 Mar 11 2018 Well Industries, Inc. Fri Apr 8 12:37.41 2010 Page 1 ID:)1 RL6CIwswnzWmefnBBefmy3cLc-rFBBxpKCulWPgcillOrfg&RezwEckRGBGoknuzTRIO 594 77 OA 77.0.0 23" 290-0 2 2.72 a000 t 0-0 5 9 4 5 2-12 6 0-0 S•0-0 8 0-0 5 2.72 Scale-1:68.9 5x5 30 = 3x4 = 5x5 = 4 24 25 5 6 28 27 7 15 14 JV st 14 J[ 44 12 11 3x8 = 1.Sx4 II US = 6xB = 3xB = 1 5x4 II 316 1 5 9 4 11 0.0 1 20.OA 29AA 34-2.12 40 0.0 11 + 5.94 5-2-12 9w" 9 0-0 5.2-12 5 9 4 Plate OBsets_(X.Y)- 14:0.2-8.0.2-41.17:0.2-8.0-2.41.113:0-3-0.Edael LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING- 2-D-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Ina NO Code FBC2017/TPI2014 CSI. TC 0.57 BC 0.81 WB 0,98 Matrix -MS DEFL. in (loc) Udell Ud Vert(LL) -0.24 12-13 >999 240 Vert(CT) -0 53 12-13 >909 180 Horz(CT) 015 9 n/a n/a PLATES GRIP MT20 2441190 Weight: 208 lb FT - 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 20 SP No.1 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (lb/size) 9=1660/D-7-8, 2-1660/D-7-8 Max Horz 2--115(LC 10) Max Uplift 9-302(LC 12), 2=-302(LC 12) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3135N016, 3.4-2668/912, 4-5=2339/872, 5-0=-2884/1014, 6-7 2339/872, 7-8-26681912. 8-9=3135/1016 BOT CHORD 2-15=-827/2747, 14-15=82712747. 13-14=78912834. 12-13-793/2834, 11-12=-83512747, 9-11-83512747 WEBS 3-14=493/237, 4-14=-231/856, 5.14= 776/262, 6.12--776/262, 7-12=-231/856, 8-12=493/237 Structural wood sheathing directly applied or 3-0-3 oc purlins Structural wood sheathing directly applied or 6-10-14 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuR=140mph (3-second gust) Vesd-108mph; TCDL=4.2psf; BCDL-3 Opsf; h=15ft; B-45ft, L-2411t; eave=5ft, Cat. 11; Exp B. Encl.. GCpi=0.18; MWFRS (directional) and C-C Extenor(2)-1-0.0 to 2-0-0, Interlor(1) 2-0-0 to 11-D-0, Exterior(2) 11-0.0 to 33.2-15, Interior(1) 33-2-15 to 41-0.0 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will At between the bottom chord and any other members, with BCDL = 10.0psf 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 302 lb uplift at joint 9 and 302 lb uplift at joint 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 Lae PE No. 34661 Milk USA, Inc. FL Cert 6634 61164 Parke East Blvd. Tampa FL 33616 Date: April 6,2018 AWARNING • Verify design paamaters and READ NOTES ON TNIS AND INCLUDED AGITEK REFERENCE PAGE 00.7473 rev. 100M015 BEFORE USE. wwww Design valid for use only with Mnelt® connectors. This design Is based only upon parameters shown, and Is for an Individual building component. trot• buss system. Before use. the building designer must vedy the applicability of design parameters and property Incorporate this design Into the overaa il design.Bracings Individual truss weband/or chord members only. Additional temporary and permarroM bracingbNInwaofk WOWIbuildingpreventrrvntrequiredfortInalwayssqjuryandpropertydamage. For general guidance regarding lid hpossiblefabrication, storage. delivery, erection and bracing of trusses and truss systems, ses AN8VTP11 Quality Criteria, 05049 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 21a N. Lee Street, Suae 312. Alexandria. VA 22314. Tampa, FL 39810 Job Truss Truss Type oty Park Sq/1821 Walton-C JPly T13713211 PS01821C A4 HIP 1 1all Mid -Florida Lumber, Bartow, FL. 6.T3U s mar n ZU16 Wait Industries, Inc. rn Apr b 1z:s7:4z zuTa 5-94 6-2-12 7-0-0 7.0.0 6-2-12 6.9-4 Scale = 1:68.9 5x5 = 1.Sx4 II Sx5 = 3x4 = 5xe _ 3x4 = 3x6 3xB I 1D-0-0 + 20.0.0 30.f10 40-0.0 1 10AA 10.0.0 10AA 10-0.0 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Ina NO BCDL 100 Code FBC2017/TP12014 LUMBER - TOP CHORD 20 SP No 2 BOT CHORD 2x4 SP No.1 WEBS 20 SP No.3 REACTIONS. (lb/size) 2=166010-7-8.8-166010.7-8 Max Horz 2=134(LC 10) Max Uplift 2-302(LC 12), 8=-302(LC 12) CSI. DEFL. in (loc) VdeB Ud TC 0.88 Vert(LL) 0.32 11-12 999 240 BC 0.91 Vert(CT) 059 11-12 811 180 WB 0.40 Horz(CT) 0.13 8 n/a n/e Matrix - MS PLATES GRIP MT20 244/190 Weight: 195 lb FT - 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Structural wood sheathing directly applied or 6.11-11 oc bracing. FORCES. ( lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown TOP CHORD 2-3-30391997, 3-4=2765/939, 4-5=-2504/923, 5-6=25041923. 6-7=27651939, 7- 8-30391997 BOT CHORD 2-12=-80112747, 11-12=55812198, 10-11=56712149, 8-10=-81012675 WEBS 3-12"151261, 4-12=1421638, 4-11-1541621. 5-11=481/245, 6.11=1541621, 6- 10=1421638, 7-10=4151261 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind, ASCE 7-10; Vuft=140mph (3-second gust) Vasd=108mph; TCDL-4.2psf; BCDL-3.Opsf; h-15ft; B-45ft; L-24111; eave=5ft; Cat. 11; Exp B; Encl.. GCpl-0.18; MWFRS (directional) and C-C Exterlor(2) -1-0-0 to 2.0-0, Interior(1) 2-0-0 to 13-0.0, Exterlor(2) 13-0-0 to 31- 2-15, Interlor(1) 31-2-15 to 41.0.0 zone;C-C for members and forces d MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3.641 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = IO.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 302 Ile uplift at joint 2 and 302 lb uplift at joint 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 Lot PE No. 34969 Well USA, Inc. FL Cert 6634 1904 Me Ent Blvd. Temps FL 33610 Date: April 6,2018 AWARNING - Vwlfy design peremerers end READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE M PT473 rev. 1000MIS BEFORE USE. Design valid for use only with MITekB connectors This design Is bawd only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must vent' the applicability of design panmetms and properly Incorporate this design Into the overall bullding design Bracing Indicated Is to prevent buWing of Individual Wes web endfor chord members only. Additional temporary and permanent or" WOW k' IsalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalInjuryandpropertydamage. For general gul0ence regarding the DSBd9 and BCSI Building Component labricallon, storage, delivery, erection and bracing of trusses and truss "am*, see ANSVTP11 Quality Criteria,Parke 690tPaEastBlvd East SafelyInformation available from Truss Witte Institute, 210 N. Lee Street. Suite 312, Almandrls, VA 22314. Tamps. FL 36610 Job Truss Truss Type oty Ply Park Sg11821 Walton-C I 713713212 P501821C A5 HIP 2 1 Job Reference Mid-Florlde Lumber, Barlow, FL 7-9-4 7-2-12 5-0-0 5-0.0 5x5 = 1.50 II 4 21 5 22 8.130 s Mar 11 2013 MiTek 5x5 6 Inc. Fri Apr 5 12:37:43 201E Scale a 1.68.9 IL Li LO 11 LI CO I 3x4 = Sx8 = 30 = 3x6 3x8 10-0-0 i 20.0.0 3G.M I 40-0-0 Ir 10-0-0 10-0-0 10-0-0 10-041 Plate Offsets (X.Y)- 14:0-2-8.0-241.16.0-2-8.0-2.41.111:0.4-0.0.3-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) -0.33 11-12 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.94 Verl(CT) -0.58 11-12 >826 180 BCLL 00 Rep Stress Ina NO WB 0.37 Horz(CT) 0.12 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 204 111 FT - 20% LUMBER- BRACING - TOP CHORD 20 SP No.1 'Except' TOP CHORD Structural wood sheathing directly applied. 4-6: 20 SP No.2 BOT CHORD Structural wood sheathing directly applied or 7-1-5 oc bracing. BOT CHORD 20 SP No.1 WEBS 20 SP No.3 REACTIONS. (Ib/size) 2=1660/0.7-8, 8-1660/0.7-8 Max Horz 2=153(LC 10) Max Uplift 2--302(LC 12), 8--302(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=3030/960, 3.4=2854/967, 4-5--2211/822, 5-6=-22111822, 6.7=2854/967, 7-8=30301960 BOT CHORD 2-12=75912768. 11.12=-485/2089, 10-11=49412019. 8- 1 0=768/2653 WEBS 3-12=-464/286, 4-12=2311813, 4-11=811482, 5-11-323/159, 6-11-81/482. 6-10-2311813, 7-10=4641286 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind, ASCE 7-10. Vult-140mph (3-second gust) Vasd=108mph; TCDL-4.2psf; BCDL=3.Opsf; h-15ft, B-4511, L-24ft, eave=5ft; Cat. 11; Exp B; Encl.. GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0.0 to 2-0-0, Interior(1) 2-0.0 to 15-0.0, Exterior(2) 15.0A to 29-2-15, Interior(1) 29-2-15 to 41.0.0 zone:C-C for members and forces & MWFRS for reactions shown: Lumber DOL-1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. This Item has been5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tell by 2-0-0 wide will f4 between the bottom chord and any other members, with BCDL = 10.0psf. electronically signed and 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 302 Ile uplift at joint 2 and 302 lb uplift at sealed by Lee, Julius, PE joint 8 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 Us PE No.14869 Mail USA, Inc. FL Cert 6634 6904 Parks Ent Blvd. Tampa FL 33410 Date: April 6,2018 0 WARNING - verify design parameters and READ NOTES ON INS AND INCLUDED MITEK REFERENCE PAGE M0.7473 rev. 1a,003R0fa BEFORE USE. Design valid for use only wah MITeke connectors. This design Is based only upon parameters shown, and Is for an Individual budding componant, no a truss "am. Before use, the building designer must verity the applicability of design parameters and property Incorporate this design Into the overall buading design Bracing Indketed Is to prevent bueld6ry of Individual WAS web andlar chord rrrombers only. Additional temporary and permanent bracbq WOW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guldence regarding the fabrkation, storage, del". eredit and bracing of trusses and truss systems, see ANSVTPI1 Quality Criteria. OSS49 and SCSI Building Component 5904 Parke East Blvd Safety Information available from Truss Plate InsUkda. 218 N. Lee Street. Suite 312. Alexandria. VA 22314 Tampa, FL 36010 Job Truss Truss Type Oy Pam S0821 Walton-C IPIY T13713213 PS01821C A6 HIP 2 1 ReferenceJobIioa Mid -Florida Lumber, Barlow. FL. 8.130 s Mar 112018 MiTek Industries. Inc. Fri Apr 6 12 37.44 2018 Page 1 ID BE_kJYJYdDvg7w9sKvhBzy3q_b•FgIGZrN48eu X3SHOYPMIBb1SBxSp60r1EOPODzTRIL 1 &7 8 11 6 3 17 0-0 23 0-0 28.5• t 3 33.4.8 40.0 0 t 0 6.8 10 SS-13 6 0-0 5.5.13 4.10 70 6.7.0 -0-0 Scale = 1:69.7 5x8 = 5x5 = 10 ro ro 14 w 12 av a, 3x4 = 30 = 3xe = 3x8 = 3x4 = 3xS 34 LOADING (par) TCLL 20.0 TCDL 10.0 BCLL 0.0 ' BCDL . 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1,25 Rep Stress Inv NO Code FBC2017/TPI2014 CSI. TC 0.85 BC 0,78 WB 0,83 Matrix -MS DEFL. in (loc) Vdefi Ud VBrt(LL) -0.21 11-12 >999 240 Vert(CT) -0,41 14-15 >999 180 Horz(CT) 013 9 n/a n/a PLATES GRIP MT20 2441190 Weight: 221 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 24-2 oc purling. BOT CHORD 20 SP No.1 BOT CHORD Structural wood sheathing directly applied or 7-2-4 oc bracing. WEBS 20 SP No.3 WEBS 1 Row at micipt 5-12 REACTIONS. (lb/size) 2-1660/0-7-8, 9=1660/0.7-8 Max Horz 2--173(LC 10) Max Uplift 2=-302(LC 12), 9=302(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown TOP CHORD 2-3-30391936. 3-4=2828/920, 4-5=21321779, 5.6=1846/755, 6-7=21321779. 7-8=2828/920. 8-9-30391936 BOT CHORD 2.15-74312768, 14-15=-599/2370. 12-14=-402/1913. 11-12=-607/2284, 9.11-752f2670 WEBS 5-14=-161/696, 6.12=-166/630, 3-15=332/183, 4-15=1051537, 4-14=6681283, 7-12=-668/283,7-11=-1051538. 8-11=332/183 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vun-140mph (3-second gust) Vesd-108mph; TCDL-4 2ps1; BCDL=3.0psf; h=15ft; B-45ft; L=24ft, eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0.0 to 24)-0, Interior(1) 2-0.0 to 17-0-0, Exterior(2) 17-0.0 to 27-2-15. Interior(1) 27-2-15 to 41.0.0 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL-1.60 plate grip DOL-1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 pet bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3.6-0 tell by 2-0-0 wide This item has beenwillfitbetweenthebottomchordandanyothermembers, with BCDL = 10 Opal. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 302 lb uplift at joint 2 and 302111 uplift at electronically signed and joint 9. 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 Los PE No. MUS N6Tek USA, Inc. FL Ceft 6634 6904 Parks East Blvd Tempo FL 33610 Dais•. April 6,2018 Q WARNING - Verify dearpn parameters and READ NOTES ON TMS AND INCLUDED WTEK REFERENCE PAGE aW 7473 rev. 109=015 BEFORE USE. Design valid for use only with Wake, connectors This design Is based only upon parameters Mown, and is for an Individual building component, not a truss system Before use, tiro building designer must verily the appllcabisty of design parameters and property Incorporate this design Into the overall btrading design Bracing Indicated Is to prevent buctding of Individual truss web and/or chord members only Addalonal temporary and permansm bracing WOWIsalwaysrequiredforslabWlyanttopreventcollapsewithpossiblepersonali*ry and prop" damage. For general guidance regarding the fabricallon, storage, delivery, erection and bracing of trusses, and truss systems, we ANSVrPII Quality CnteAs, 03049 and SCSI Building Component 6904 Parks East Bald Safety Information ovalisble from Truss Plate Insli ute. 218 N. Lee street. Suite 312. Alexandria, VA 22314 Tempo, FL 35010 Job Truss Truss Type Oty Park Sq/1821 Walton-Cly T13713214 PS01821C A7 HIP 2 1 ReferenceJoboi rvud-Florida Lumber, Barlow, FL. B.130 8 Mar 11 Zola MfTek Industries, Inc. Fri Apr B 1Z:37:45 Zola Page 1 ID:f0Y6XuKAOX1hl4k2ucB6kBy3q_a-kORfnBOlyy0BD1T GwbrP84ieG7YhxssumywlzTRIK 8.8-5 12.70.3 t9 0 0 21 0 0 27-1.13 33 3 11 40.0.0 41 0 0 6.6-5 6.1.13 67-73 2.0.0 0.1-13 6.1-13 8 8 5 Scale - 1.75.1 5x5 = 5x5 5 6 u [o 4r 14 lit 12 zo N rr axe 3x4 = Axe = 3,4 = US 30 = 3x4 = 9.94 IN-12 0.10.4I 30.2.12 40.0.0 9.9.4 9.4$ 1.8-0 9.4-5 9-94 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud TCLL 20.0 Plate Grip DOL 1 25 TC 0.76 Vert(LL) 0.35 14-15 999 240 TCDL 10 0 Lumber DOL 1.25 BC 0.88 Vert(CT) 0.61 14-15 787 180 BCLL 0.0 Rep Stress Ina NO WB 0.37 Horz(CT) 0.13 9 n/a n/e BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS LUMBER - TOP CHORD 20 SP No.2 SOT CHORD 20 SP No 1 WEBS 20 SP No.3 REACTIONS. (lb/size) 2=166D/D-7-8, 9=1660/D-7-8 Max Horz 2-192(LC 11) Max Uplift 2=302(LC 12), 9=302(LC 12) PLATES GRIP MT20 2441190 Weight: 216 lb FT - 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-7-3 oc purling. BOT CHORD Structural wood sheathing directly applied or 7-4-1 oc bracing. WEBS 1 Row at midpt 4-14, 7-12 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3--3037/910, 3.4=2781/871, 4-5=-1970/725, 5.6-1686/691, 6.7=1970/725, 7-8=2781/871, 8-9-30371910 BOT CHORD 2-15=712/2758, 14-15-529/2248, 12-14-311/1714, 11-12=-538/2184, 9.11=721/2671 WEBS 5-14=-208/637, 6.12=-208/637, 3.15=-375/210, 4-15=-106/615,4-14-774/326, 7-12=774/326, 7-11=1061615. 8-11=375/210 NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind: ASCE 7-10; Vuh-140mph (3-second gust) Vasd-108mph; TCDL=4.2psf; BCDL=3.Opsf; h-1511; 8=45ft: L=24ft, eave=5ft: Cat. II; Exp B; Encl.. GCpl=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-", Interlor(1) 24)-0 to 19- , Exterior(2) 19-" to 21-0-0. Interior(1) 25.2-15 to 41-0-0 zone,C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20 Opel on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will At between the bottom chord and any other members, with BCDL - 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 302 lb uplift at joint 2 and 302 lb uplift at joint 9. 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. 34860 MITek USA, Inc. FL Cert 6634 004 Parke East Blvd Tempe FL 3300 Data: April 6,2018 QWARN/NO • Verify design grsmerers and READ NOTES ON 7rb5 AND INCLUDED IIbTEIf REFERENCE PAGE Mb•7177 rev. 109341916 BEFORE USE. Design valid for use only with MrroW connectors This design Is based only upon parameters shown, and Is for an IndMduol building component, not a truss system. Before use, the building designer must verily the applicablity, of design parameters and property Incorporate this design Into the overall bubding design Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek' Is always repulred for stability and to prevent collapse with possible personal in)ury and properly damage For general guidance regarding the fobricatlon, storage, delivery, erection and bracing of trusses and truss systems. see ANSM11 Quality Cdtwb. 030•99 and BCal Building Component 6904 Parke East Blvd. 8091y Information available from Truss Plate Institute. 21a N Lot Street, Bull* 312, Alexandria, VA 22314. Tempo. FL 36510 Job Truss Truss Type Oty Ply Park Sq/1821 Walton-C T13713215IPS01821CASMOD.OUEEN 10 1 Job Referenceo f a Mid-Flonda Lumber, Bartow, FL. 7b" 6.13u S Mar 11 zul a Net ex Industries, Inc rn Apr a tz.3r4a zula ID:fOY6XuKAOX 1 hl4k2ucB6kBy3q_a.CC71_XOLjFBimNcgYzRgNcgDE_bvH217KY W 1 5x5 = 5 6.2.14 5-2-14 7." Scale = 1.68.8 Id r. 11 ,.. 30 = 5x8 = 3x4 = 3x6 = 3x6 = LOADING (psf) TCLL 20.0 TCDL 100 BCLL 00 BCDL 10.0 SPACING- 2-0.0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Indr NO Code FSC20171TP12014 CS1. TC 0.83 BC 0.91 WB 0.76 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) In (loc) Well Ud 0.32 10-11 >999 240 0.50 10-11 >830 180 0.13 8 n/a n/a PLATES GRIP MT20 2441190 Weight: 206 Ile FT = 20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 2-7-4 oc purling. 1-3,7-9: 2x4 SP No.t BOT CHORD Structural wood sheathing directly applied or 7-7-9 oc bracing BOT CHORD 2x4 SP No.1 WEBS 1 Row at mldpt 6-11, 4-11 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=1660/0.7-8, 8-1660/0-7-8 Max Horz 2-201(LC 10) Max Uplift 2=-302(LC 12). 8=302(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2990/854, 3-4-2790/853, 4-5=-1897/669, 5-6= 1897/669, 6.7-2790/853, 7-8=2990/854 BOT CHORD 2-12--649/2749, 11-12=454/2205, 10-11=464/2102, 8-10-654/2620 WEBS 5-11=393/1334, 6-11=765/315, 6-10=1567705, 7-10=-396/223, 4-11=-765/315, 4-12=-1561705, 3.12=3961223 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10, What40mph (3-second gust) Vesd=1DBmph; TCDL-4.2ps1; BCDL=3.0psf; h=15ft, B=45R; L-24ft; eave-5ft; Cat. 11; Exp B, Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0.0 to 2-", Interior(1) 2-0.0 to 20-", Exterior(2) 20-0.0 to 23-0.0 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 pal bottom chord live load nonconcurrent with any other five loads. 4) ' This truss has been designed for a live load of 20.0pgf 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. This item has been5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 302 Ile uplift at joint 2 and 302 lb uplift at joint 8 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 Us PE No. MUO Wall USA, Inc. FL Cot 6634 04 Parke East Blvd. Temps FL 33610 Date: April 6,2018 Q WARNING • Vwffy design parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE 11/04473 ray. 109=01a BEFORE USE. Design valid for use only with htireW connectme. This design is based only upon parameters shown, and is for an Individual bustling component, not truss system. Before use, the bustling designer must vaay the applicability of design parameters and property Incorporate this design Into the overall bulging design Bracing Indicated Is to prevent bucWbV of Individual truss web and/or chord members only Motional temporary and pennaMm bracing WOWIsshveysrequiredforslabidy, and to prevent collapse whit possible personal Injiury and property damage For general guldence regarding the fabrication, storage, delivery. aetlbn and bracing of trusses and uses systems, we ANSVTPIt Duality Criteria, DSB49 and BCSI Building Component 5904 Parks Esst Blvd Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 31Z Alexandria. VA 22314. Tamps, FL 35610 Job Truss Truss Type Oty Ply Park Sg11821 Wallon•C I T13713218 PS01821C B1 MONO HIP 1 1 Job Reference footionall Mid -Florida Lumber, Bartow, FL. 8 130 s Mar 112018 Mrrek Industries, Inc. Fri Apr 6 12:37:47 2018 Page 1 ID:fOY6XuKAOX1hl4k2uc86kBy3q_a-gPYPCIPzUZGZOXAs5gy3wgDN00zu0SJ9ZCF37YzTR11 I 6.5-12 I 12-" I 19-8.0 { 20-8:2_i 6.5.12 6.24 7." 1.0-0 09 = 4x6 II 5x1Z 5x5 1 Dire LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in hoc) Udell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 V8rt(LL) 0.03 6-12 999 240 TCDL 10.0 Lumber DOL 1.25 BC 080 Vert(CT) 0.23 6-12 999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.95 Horz(CT) 0.05 9 Na n/a BCDL 100 Code FBC20171TP12014 Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD BOT CHORD 2x4 SP No.1 'Except' BOT CHORD 7-9 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 9-1689/D-7-8, 4-1566/0-7-8 Max Horz 4=-119(LC 8) Max Uplift 9=-418(LC 4), 4=-344(LC 8) Max Grav 9-1729(LC 14),4-1615(LC 14) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3.4=2840/648, 1-2=2313/566, 2-3=2313/566, 1-9=16031449 BOT CHORD 6.8= 615/2492, 4-6=-61212505 WEBS 3-6-01431. 2-8=-912/386, 1-8-63412581 Scale - 1:34.2 30 = PLATES GRIP MT20 2441190 Weight: 97 lb FT = 20% Structural wood sheathing directly applied, except end verticals. Structural wood sheathing direly applied or 7-5-13 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuh=140mph (3-second gust) Vesd=108mph: TCDL=4.2psf; BCDL-3 Opsf, h-15ft; B-45ft, L-24f . eave=5ft; Cat. 11; Exp B; Encl., GCpi=0.18: MWFRS (directional); Lumber DOL=1.60 plate grip DOL-1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 418 lb uplift at joint 9 and 344111 uplift at joint 4. 7) Girder carries hip end with 7-0-0 right side setback, 0-0-0 left side setback, and 7-0-0 end setback. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 503 lb down and 189 lb up at 12-8-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, bads applied to the face of the truss are noted as front (F) or back (B). LOAD CASES) Standard 1) Dead + Roof Live (balanced): Lumber Increase-1 25, Plate Increase-1.25 Uniform Loads(pN) Vert: 3.5=60, 1-3=126(B=-66), 9.10=-42(B=22) Concentrated Loads (lb) Vert: 3=385(B) AWARNING • Vartry design Parameters and READ NOTES ON DOS AND INCLUDED ACTEK REFERENCE PAGE N11.7473 rev. I&W12015 BEFORE USE. Design valid for use only with MRek® connectors. This design Is based only upon parameters shown, and Is by an Individual building component, not a truss system Before use, the building designer must verily the applicability of design parameters and properly Incorporate this design Into the overall budding design Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and pemranent bracing Is always requbed for slabe4y, and to prevent coWpse with possible personal Iniury and properly damage. For general guidance regarding the fabrication, storage, delivery. sredlon and bracing of trusses and truss systems, we ANSI/TPII Quality Criteria. DS049 and SCSI Building Component safety Information available from Truss PMe Institute. 218 N Lee Shoal, Subs 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. Mile Lee PE No. W69 W7#k USA, Inc. FL Cert 6634 6904 Parks East Bhd, Temps FL 33610 Date: April 6,2018 WOW 6904 Perks East Blvd Tamps. FL 36610 Job Truss Truss Type Oy Park Sq/1621 Walton-C 1ply T13713217 PSO1821C 82 MONO HIP 1 1 Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 112018 Mrrek Industries. Inc. Fri Apr 6 12:37 48 2018 Page 1 ID.IOY6XuKAOX1hl4k2ucB6kBy3q_a-8b6nPCObFt007hl2fOTISlmeOoKA21los CX_ZTRIH 5.4-0 104.0 ( 14.10.12 I 19-8-0 20.8 0 5-4-0 5.4.0 4.2-12 4.9.4 Scale =1347 30 = 1.50 II 4xe = 10 1 5x4 II 3ie = 40 = 40 = 30 = LOADING (par) SPACING- 2-0-0 CS1. DEFL. In loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Veri(LL) 0.14 7-13 999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.75 Vert(CT) 0 31 7-13 765 180 BCLL 0.0 ' Rep Stress Ina NO WB 0,35 Horz(CT) 0.02 10 n/a fire BCDL 10.0 Code FBC20171TPI2014 Matrix -MS Weight: 107 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 20 SP No.2 WEBS 20 SP No.3 BOT CHORD REACTIONS. (lb/size) 10=779/0.7-8, 5=842/0-7-8 Max Horz 5=-147(LC 12) Max Uplift 10=1411(LC 12), 5=151(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4--10261336, 4-5=-13341453, 1-2=695/264, 2-3=-695/264, 1-10=728/308 BOT CHORD 7-9=346/868, 5-7=546/1173 WEBS 4-7=3561227, 3-7=611400, 2-9--369/198, 1-9=345/907 Structural wood sheathing directly applied or 4-8-7 oc purling, except end verticals. Structural wood sheathing directly applied or 7-11-13 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vuh-140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL-3.Opsf; h=15ft; B=4511; L=24ft; save=5ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3.1-12, Interior(1) 3-1-12 to 10-8-0. Exterior(2) 10-M to 15-0-11 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-D-0 wide will M between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 144 lb uplift at joint 10 and 151 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 Lee PE No. M869 WTek USA, Inc. FL Cart 66U 9904 Parks East Blvd. Tempe FL 33610 Date: April 6,2018 Q WARNING - Verity design parameters and READ NOTES ON 7PeS AND INCLUDED WTEK REFERENCE PAGE 41114473 rev. fat MI5 BEFORE USE. Design valid for use only with MIT09 connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applkablsty of design parameters and property Incorporate this design Into the overall binding design BnWV Indicated Is to prevent bucWing of Individual truss web and/or chord members Dray. Additional temporary and permanent bracing WOWIsalwaysrequiredforalablidyandtopreventcollapsewithpossiblepersonalInjuryandpropertydamage. For general guidance regarding the fabrication, storage. delivery, erection and bracing of trusses and truss systems, we ANSVrPI11 Quality Criteria. D5049 and SCSI Building Component 8904 Puke East BW Sudety Information available from Tens Piste Institute, 215 N. lee Strest. dude 31Z Alexandria, VA 22314. Tempo, Fit 38610 Job Truss Truss Type Ory Perk Sq/1821 Walton-C 1ply T13713218 PS01821C B3 MONO HIP 1 1 b Reference(optional) Mt0-FlonO8 Lumber, Barlow, FL ID.fOYG V:-02 8$-0 + 13-10-1; 4.44-4-0 5.2.12 1. 50 II 40 = 30 = 1 14 2 15 18 3 0. 1W S M8r 11 Zultl MI I eft Inoustnes. Inc. Fn ADr o IZ:Jr:4o Zulu YBDe 1 5- 9.4 10 3x4 = US1.50 II 30 = Scale - 1:35.8 LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in loc) Vde9 Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 V8rt(LL) -0.15 9.10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.30 9.10 >788 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.70 Horz(CT) -0.03 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight 110 Ib FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-14 oc purling. BOT CHORD 2x4 SP No.2 except end verticals WEBS 20 SP No 3 BOT CHORD Structural wood sheathing directly applied or 8-2-15 oc bracing. REACTIONS. ( lb/size) 10=779/D-7-8, 5=842/0.7-8 Max Horz 5=-175(LC 12) Max Uplift 10=152(LC 12), 5=144(LC 12) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-698/284, 3.4-8581264. 4-5=-1332/379 BOT CHORD 9-10=1991463, 7-9-506/1152, 5-7=-50611152 WEBS 2-10=7481330. 2-9=1421415, 4-9=5211251 NOTES- 1) Wind: ASCE 7-10; Vull=140mph (3-second gust) Vasd=108mph; TCDL-4.2psf: BCDL=3.Opsf; h-15f1; 5=4511; L=2411; eave=58; Cat. 11; Exp B; Encl.. GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3.1-12 to 8.8-0, Exterior(2) 8-8.0 to 12-10-15 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 152 lb uplift at joint 10 and 144 Ill 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 Let PE No. 31669 IATek USA, Inc. FL Cert 6634 6904 Perlis Eeat Blvd. Tampa FL 33610 Date: April 6,2018 O WARNINO - Vwfry design parernerars and READ NOTES ON Tms AND INCLUDED WTEK REFERENCE PAGE 111,111114,173 rev. 1000=015 BEFORE USE. Design valid for use only with MUM connectors This design Is based only upon parameters shown, and Is for an lndNWuol building component, not truss system. Before use, the building designer must verily the applicability of design parameters and property Incorporate this design Into the overall building Bra" Indicated Is to prevent buckling of Individual buss web andfor chord members only Additional temporary and permanent bracing M iTe k' Wore" design. Is re" required for stability and to prevent collapse with possible peraonel Injury and property damage. For general guidance regarding let fabrication, storage, delivery, erection and bracing of trusses and truss systems, we ANSI1TP11 Guality CAlerla, 03049 and BCSI Building Component 904, Parke East Bind. Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312. Nexandrla. VA 22314 Tempo. FL 36610 Job Truss Truss Type city Ply Park Sq/1821 Walton-C T13713219 PSOIS21C B4 MONO HIP 1 1 Job Reference Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 112018 MTek Industries, Inc. Fri Apr 6 12:37:49 2018 Page 1 ID:f0Y6XuKAOX1hl4k2ucB6kBy3q_e-cng9cYRD0AWHdrKFDS X7FIIvCjuURjR1WkA3OzTRIG 12.10.12 I 19.84 l a ' eo 6.2-12 6.9.4 1-0-0 30 = 40 = Scale = 1:401 1.5x4 II 3x8 = 1.Sx4 II 3x4 - 0 4 8 8-0 6-2.12 0-94 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Ilden Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.81 Veff(LL) -0 06 6-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0 14 6-12 >999 180 BCLL 0.0 ' Rep Stress Incr NO We 0.64 Horz(CT) -0 02 9 n/a n/e BCDL 10.0 Code FBC2017rrP12014 Matrix -MS Weight: 109 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 441-7 oc puffins. BOT CHORD 20 SP No 2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Structural wood sheathing directly applied or 8-5-0 oc bracing. REACTIONS. (lb/Size) 9-779/0-7-8, 4=842/0.7-8 Max Horz 4--202(LC 12) Max Uplift 9-160(LC 12), 4=135(LC 12) Max Grev 9-797(LC 18), 4=4142(LC 1) FORCES. (lb) - Max. Comp./Mau Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-9=-721/336, 1-2=534/229, 2-3=693H92, 3-4=-13011317 BOT CHORD 6-8=47WI 101, 4-6=476/1101 WEBS 1-8=-319/743, 3.8=-641/278, 3-6=0/276 NOTES- 1) Wind: ASCE 7-10: Vull-140mph (3-second gust) Va3d-108mph; TCDL=4.2psY BCDL=3 Opsf; h-15n; B -45n; L-24tt; eave-5ft; Cat. II; Exp 8: Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 6-8-0, Exterior(2) 6-8-0 to 10.10-15 zone;C-C for members and forces 6 MWFRS for reactions Shown; Lumber DOL-1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water pending. 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 rd between the bottom chord and any other members, with BCDL - 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1601b uplift at joint 9 and 135 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. Jufiue Lee PE No. 34469 kgTek USA, Inc. FL Cert 6634 6904 Parte East Blvd. Temps FL 33910 Date: April 6,2018 AWARNING - Vrlry deargn parameters and READ NOTES ON TWS AND INCLUDED MITEK REFERENCE PAGE M0.7473 rev. fae3701e BEFORE USE. Design wad for use only with MTek® connectors. This design Is band only upon parameters shown, and Is for an Irrdlvldual buadbp component, not a truss system. Before use, the building designer must verly the appli ablloy of design parameters and property Incorporate this design Into the overall bustling design. Bracing Indicated Is to prevent buckling of brdlAdwl truss web andfer chord members only Addrlional temporary and permanent bracing M iTe k' is always required for slabsay and to preverll collapse with possible personal Injury and property damage. For general guidance regarding the fabrlullon, storage, delivery. erection and bracing of trusses and truss syslems, see ANSVTPII Quality Criteria, DSB49 and SCSI Building Component 5904 Parka East Blvd Safety Information available from Truss Plate InsWule, 210 N Lee Street. Suds 312. Alexandr4, VA 22314. Tempo. FL 36010 Job Truss Truss Type Oty Ply Perk Sq/1821 Walton-C T13713220 PS01821C C1 MONO HIP 1 1 1 tl al Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 112018 MiTek Industries, Inc. Fit Apr 6 12:37:50 2018 Page 1 ID:37EE9vM2hS000YTdZkkpMpy3q_X-4_EYquRmUeBF vRnpVmXSr?2by2DtGbFATjctzTRIF 3.94 I 7-0-0 { 10-8-0 { 14.4-0 1 0 0 3.94 3-2-12 3.8.0 3-8.0 or 4x4 = 4x4 = 3x4 = 5 Scale = 1:20.0 11.50 II 3x4 = 7.0.0 { 144-0 1 7.0.0 74-0 LOADING (poll SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 100 Lumber DOL 125 BCLL 0.0 ' Rep Stress Ina NO BCDL 10.0 Code FBC20171TPI2014 CSI. DEFL. In loc) Uden Ud TC 0.40 Vert(LL) 0.06 7-8 999 240 BC 0.90 Vert(CT) 0.20 7-8 872 180 WB 0.68 Horc(CT) 0.03 7 Na n/a Matrix -MS LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 20 SP No.3 BOT CHORD REACTIONS. (lb/size) 2=1D99/0-7-8, 7-1263I0-7-8 Max Horz 2=119(LC 8) Max Uplift 2=226(LC 8). 7=-326(LC 8) Max Grav 2-1133(LC 13). 7-1319(LC 13) FORCES. (lb) - Max. CompJMax. Ten - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1940/416, 3.4-1721/384, 4-5 1505/357 BOT CHORD 2-8--430/1745, 7-8-285/1026 WEBS 3.8=274777, 5-8=-1021681, 5-7=-1414/406 PLATES GRIP MT20 2441190 Weight: 75 lb FT - 20% Structural wood sheathing direly applied or 4-0-14 oc purling, except end verticals. Structural wood sheathing directly applied or 8-10-12 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10, Vuh-140mph (3-second gust) Vesd-108mph; TCDL-4.2psf; BCDL=3.Opsf; h=15ft; 8=45ft; L=24ft; save=5ft; Cat. It: Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL-1.60 plate grip DOL-1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 226 lb uplift at joint 2 and 326 lb uplift at joint 7. 7) Girder carries hip end with 0-0.0 right side setback, 7-0-0 left side setback, and 7-0.0 end setback. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated lood(s) 503 lb down and 189 lb up at 7-04) on top chord. The design/selection of such connection device(s) Is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced), Lumber Increase=1.25, Plate Increase-1.25 Uniform Loads (plo Vert: 1-4=60, 4-6=126(F=-66), 7-9-42(F=22) Concentrated Loads (lb) Vert: 4=-385(F) 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. Jutlue Lee PE No, 34969 MITA USA, Inc. FL Calt8B94 1904 Parke Ead Blvd. Tampa FL 39910 Date: April 6,2018 0 wARMNG - verify deals. parameters and READ NOTES ON TIOS AND INCLUDED MTEK REFERENCE PAGE M&7475 rev, 101007R019 BEFORE USE. Design valid for use only with MrTek® aonneciors. This design Is based only upon parameters shown, and Is for an IndNidual building component, not buss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall budding design. Bracing Indicated Is to prevent buckling of Individual truss web andfor chord members only. Additional temporary and permanent bracing WOWIsalwaysrequiredforstabilityordtopreventcollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the fabrication, storage. de9very, reaction and bracing of vases and truss systems, ass ANSVTPII Quality Critarlo, 050a9 and BCSI Building Component 61161 Parks East BNd Safety Information available from Truss Plate institute. 210 N Lee Street. Suite 312. Alexandria. VA 22314. Temps. FL 36610 Job Truss Truss Type Ory Ply Park Sq/1821 Walton-C T13713221 PS01821C C2 MONO HIP 1 1 ReferenceJob Mid -Florida Lumber. Bartow. FL. 8.130 s Mar 112018 MITek Industries, Inc. Fri Apr 6 12:37:50 2018 Page 1 ID:37EE9vM2hSOGeYTdZkkpMpy3q_X4_EYquRmUeBF vRnpVmXStzrbOGD RbFATIc1zTRIF 1 0 0 + 4-9A i 9-0-0 i 14.4.0 r 1-0-0 4-9.4 4.2.12 5 .0 40 = 30 = Scale a 1:30.4 12 13 40 = 1.50 II 9-" 5.4-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Vden Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.13 7-10 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 125 Sc 0.69 Vert(CT) 0 28 7-10 603 180 BCLL 0.0 ' Rep Stress Incr NO WB 022 Horz(CT) 0.01 6 File n/a BCDL 10.0 Code FBC2017RP12014 Matrix -MS Weight. 75 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 20 SP No 2 WEBS 20 SP No 3 BOT CHORD REACTIONS. (lb/size) 6=56510.7-8, 2=630/0-7-8 Max Horz 2-147(LC 12) Max Uplift 6-114(LC 12). 2=11O(LC 12) FORCES. (lb) -Max. Comp /Mau. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-867/297, 3.4=559/174, 4-5=4391201, 5-6=536/272 BOT CHORD 2-7=415/758 WEBS 3-7=357/237.5-7-2601573 Structural wood sheathing directly applied or 5-9-13 oc purling, except end verticals Structural wood sheathing directly applied or 9-1-12 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind, ASCE 7-10; VuR=140mph (3-second gust) Vasd=108mph; TCDL-4.2psf; BCDL-3.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp S; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0• Interlor(1) 2-0-0 to 9-0-0, Exterior(2) 9-0-0 to 13.2-15 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 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 114 lb uplift at joint 6 and 110 Ib uplift at joint 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. M9 Met USA, Inc. FL Cert 6634 9904 Parts East Blvd Temps FL 99410 Date: April 6,2018 Q WARNINO - Vrlry dealgn pammer" and READ NOTES ON INS AND INCLUDED WTEX REFERENCE GAGE M I-7473 rev. 100034015 BEFORE USE. Design valid for use only with MFT*W connectore This design Is based only upon parameters shown, and is for an Individual bustling component• not a truss system. Before use, the building designer must verily the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of indlAdual truss web andlor chord members onty. Adddional temporary and permanent bracing M iTek' Is always required for stabesy and topersonalprovers collapse with possible personalIn)ury and property damage. For general guidance regarding the fabrication• storage, delivery. erection and bracing of trusses and Ww systems. we ANSVIPII Quality Criteria, Ds&ae and BC81 Building Component e904 parka East Blvd. Safety Information available from Truss Plate Institute. 213 N Lee Stiw1. Sued 31Z Alexandria. VA 22314. Tempo. FL 35510 Job Truss Truss Type Oty Ply Park Sq/1821 Wallon-C T13713222 PS01821C C3 MONO TRUSS 2 1 Job Reference (optionall Mid -Florida Lumber, Bartow, FL. 8.130 a Mar 112018 MITek Industries, Inc. Fri Apr 6 12:37 512018 Page 1 ID:37EE9vM2hSOGcYTdZkkpMpy3q_X-YAowIESTYom7s8UdKW1749N5m7NryHBkUgDG8JzTR1E 1.0.0 7-5-4 14-4.0 1-OO 7-5-4 6.1012 I 20 II 4 5 30 = 1 5x4 II 30 = LOADING (par) SPACING- 2-oil CSI. TCLL 20,0 Plate Grip DOL 1.25 TC 0.72 TCDL 10.0 Lumber DOL 1.25 BC 0 60 BCLL NO ' Rep Stress Inv NO WS 0,83 BCDL 10.0 Code FBC2017RPI2014 Matrix -MS DEFL. In (hoc) Vden Ud PLATES GRIP Vert(LL) -0.07 6-9 >999 240 MT20 2441190 Vert(CT) -0.16 6-9 "99 180 Horz(CT) 0.01 5 n/a n1a LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 2=630/0-7-8, 5-56510.7-8' Max Horz 2=218(LC 12) Max Uplift 2-61(LC 12), 5=143(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=786181 BOT CHORD 2-6=-2661653. 5-6=266/653 WEBS 3-6=0/333, 3-5=-735/297 Scale - 1:42.4 Weight: 73 lb FT = 20% Structural wood sheathing directly applied or 5-11-7 oc purling, except end verticals. Structural wood sheathing directly applied or 10-" oc bracing. NOTES- 1) Wind: ASCE 7-10: Vun=140mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL-3.0psf; h-15ft; B-45n; L-24R; eave=5111; Cat. It: Exp B; Encl., GCpl=0.18; MWFRS (directional) and C-C Exterior(2) -1-0.0 to 2-0-0, Interior(1) 2-0-0 to 14-24 zone;C-C for members and forces 6 MWFRS for reactions shown; Lumber DOL-1.60 plate grip DOL-1.60 2) This truss has been designed for a 10.0 psi bottom chord live bad nonconcurrent with any other live loads. 3) ' 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. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 81 Ib uplift at joint 2 and 143 Ib 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 Lee PE No. 34869 WTek USA, Inc. FL Cert 6634 9904 Parke Eat Blvd. Temps FL 33910 Date: April 6,2018 WARNING - Verlry dWgn Paremarare and READ NOTES ON TWOS AND INCLUDED MITEK REFERENCE PAGE M0-W3 m. 109MO15 BEFORE USE. Design valid for use only with MRekl) wnnecWs. This design Is based only upon parameters shown, and Is for an Individual building component, not buss "am Before use, the building designer must vorly the applicability of design parameters and popery Incorporate NU design Into the overall building design 0 cing Indicated le to prevent buckling or Individual truss web andfor chord members only. Additional temporary and permanent bracingM iTe k' Is always requlreo 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 ANSVTPII Quality Criteria, OSBa9 and SCSI Building Component 6904 Parke East Bald. Safety Information available hum Truss Plate Institute. 218 N. Lee 61rae1, Suite 312, Alexandria. VA 2Z314. Tampa, FL 3010 Job Truss russ Type Oty Ply Park Sq/1821 Wallon-C I 713713223 PS01821C CJ1 JACK B Job Reference (optionall Mid -Florida Lumber, Bartow, FL 8 130 s Mar 112018 MFfek Industries, Inc. Fri Apr 6 12:37.52 2018 Page 1 ID YBodMFNgSmY7Eh2p7SF2uly3q_W-OMMIFeT5J5usU13quEYEdtwOjPsMhxPulUygglzTRID l - 1-" } 1-" _r 1-0-0 1-" LOADING (psf) SPACING- 2-0.0 CSI, TCLL 200 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 FBC2017lTP12014 Matrix -MP LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 20 SP No 2 REACTIONS. (lb/size) 3=10/Mechanical, 2-130/0-7-8, 4woO/Mechanical Max Horz 2=35(LC 12) Max Uplift 3-3(LC 9), 2-59(LC 12) Max Grev 3-11(LC 17), 2=130(LC 1), 4-12(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale a 1.7.0 20 = DEFL. in (loc) Well Ud PLATES GRIP Vert(LL) 000 5 >999 240 MT20 2441190 Vert(CT) 0.00 5 >999 180 HOrz(CT) 0.00 2 n/a n/a Weight: 5 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0.0 oc puffins. BOT CHORD Structural wood sheathing directly applied or 10." oc bracing. NOTES- 1) Wind: ASCE 7-10, Vuh=140mph (3-second gust) Vesd=108mph; TCDL-4.2psT, BCDL-3.Opsf; h-15R; B-45R; L=2411, eave=411; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces d 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 nonfoncurrent 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 in 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 3 lb uplift at joint 3 and 59 lb uplift at joint 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. 34469 1N1'ek USA, Inc. FL Ced 6634 6904 Pods East Blvd. Tempo FL 33610 Date: April 6,2018 Q WARNING - Vertry destgn Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE ArX74T3 rev. 11119MIS BEFORE USE. Design valld for use any with MReM connectors. This design Is based only upon parsmeters shown, and Is for an IndMdual building component. not a buss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web andlor chord members only. Additional temporary and permanent bracing M iTek' Is ah sys required for slabady and to prevent collapse with possible personal Injury and property damage. For general quittance regarding the fabrication, storage. delivery, orection and bracing of trusses and truss systems. see ANSVrPn Quality Criteria. DSBAV and SCSI Building Component 6904 Parke East Blvd. Safety Information avaltable from Truss Plate Insdtule. 218 N. Lee Street, Suite 312. Alexandria. VA 22314 Tempo, FL 30610 Job Truss Type Oty Ply Park Sq/1821 Walton-C fruss T13713224 PS01821C J3 JACK 8 1 Job Reference iolio a Mid -Florida Lumber, Bartow, FL. B.130 s Mar 112018 MTek Industries, Inc. Fri Apr 6 12:37:52 2018 Page 1 ID:YBodMFNg5mY7Eh2p7SF2ul y3q_W-OMMIFaT5J5usU13quEYEdtwOMPrOhxpujUygglzTRID 1-0-0 3-0-0 1-0-0 1 3-04 i Scale: 20 = 3." LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.09 Vert(LL) 0.00 4-7 998 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.07 Veri(CT) 0.01 4-7 999 180 BCLL 00 ' Rep Stress Ina YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 11 Ib FT w 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3-71/Mechanical, 2-168/0-7-8, 4-36/Mechanical Max Horz 2=62(LC 12) Max Uplift 3=-26(LC 12), 2=-50(LC 12) Max Grov 3.71(LC 1). 2-188(LC 1). 4=52(LC 3) FORCES. (Ib) - Max Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0.0 oc purling. BOT CHORD Structural wood sheathing directly applied or ID-D-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vuh=140mph (3-second gust) Vesd-108mph; TCDL=4.2psf; BCDL-3 Opel; h=15ft; B-45ft; L-24ft; eave=5ft; Cat. 11; Exp B; Encl., GCpi=0A8, MWFRS (directional) and C-C Exterior(2) -1-0.0 to 2-0-0, Interior(1) 2-0-0 to 2-114 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-" tell by 240.0 wide will rd 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 26 Ib uplift at joint 3 and 50 lb uplift at joint 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 Lss PE No. SIM MITsk USA, Inc. FL Cart 6634 6904 Parka Ead Blvd. Temps FL 33410 Dole: April 6,2018 O WARNING • Verily deslpn parameters and READ NOTES ON THIS AND INCLUDED ANTEK REFERENCE PAGE WI-74?3 rev. 1093f20/5 BEFORE USE. Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and Is for an Individual budding component, not• a truss system. Before use, the building designer must verily the applicability of design parameters and property Incorporate this design Into the overall building design Bracing Indicated Is to prevent buckling of IndMdual truss web andfor chord members only. Additional temporary and permanent bracing M iTe k' Is always required for stability and to prevent collapse with possible personal L*ry and property damage. For general guidance regarding the fabrication, storage, delivery, stecibn and bracing of trusses and truss systems, we ANSVrP11 Quality Criteria, 08849 and SCSI Building Component 5904 Parks East Blvd 80ety Information available from Truss Pfale Institute, 210 N. Lee Street. Suite 312. Alexandria. VA 22314. Tempo, FL 3e010 Job Truss Truss Type Ory Perk SWI821 Walton-C 1ply T13713225 PS01821C CJS JACK 8 1 all Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 112018 MTek Industries, Inc. Fri Apr 6 12:37:53 2018 Page 1 ID:YBodMFNgSmY7Eh2p7SF2uty3fLW-VZwgSwUk3POj6SeOSx3T95TXUp9sOOflxBiNCBzTRIC 1-0-0 5-" Scale = 1.17.0 2x4 = 5411.0 1 5." LOADING (pat) SPACING- 2-0-0 CSL DEFL. in loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0,32 Vert(LL) 0.D4 4-7 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.25 Vert(CT) -0.06 4-7 >985 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 HOrz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017RP12014 Matrix -MP Weight: 18 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc puffins BOT CHORD 2x4 SP No 2 BOT CHORD Structural wood sheathing directly applied or 10-D-0 oc bracing. REACTIONS. (lb/size) 3-127/Mechanical, 2=264/0.7-8, 4-64/Mechanical Max Horz 2-90(LC 12) Max Uplift 3=-50(LC 12). 2-54(LC 12) Max Grev 3=127(LC 1), 2=264(LC 1). 4=91(LC 3) FORCES. (lb) -Max. CompJMax. 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-15R; 8=45N; L-24h; eave-5111; Cat. II; Exp B: Encl., GCpi=O 18; MWFRS (directional) and C-C Exlerlor(2) -1-0-0 to 2-0-0. Interior(1) 2-0-0 to 4-11-4 zone:C-C for members and forces d 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 bads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 50 lb uplift at joint 3 and 54 lb uplift at joint 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 Lot PE No. 34669 MATek USA, Inc. FL Cert 6634 6904 Parks East Blvd. Tampa FL 33610 Date'. April 6,2018 AWARNINO • Vedry dastgn parameters and READ NOTES ON TNS AND INCLUDED AOTEX REFERENCE PAGE MS•7477 rev. /OWRefa BEFORE USE. Design valid for use only with MIT*W connectors This design Is based only upon parameters shown, and Is for an Individual budding component, nor a truss system. Before use, the buiditg designer must ver0y the appllubllly of design parameters and properly Incorporate this design Into the overall bull" design. Bracing Indicated is to prevent buckling of indMdual truss web andror chord members only Adddklnal temporary and permanent bracing k' WOWIsalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalInjuryandpropertydamageForgeneralguidanceregardingthe fabrication, storage, delivery, erection and bracing of trusses and Iruss sysiamc sae ANSVTPII Quality Crawls, 03849 and BCSI Building Component 5904 Parke East Bind Solely Information avallable from Truss Plate Insikute. 218 N. Lee Sireel. Sues 312, Alexandria. VA 22314. Tampa. FL 35610 Job Truss Truss Type Oty Ply Park Sg/1821 Wallon-C T13713226 PS01821C D1 HIP 1 1 b Reference (optional) Mid -Florida Lumber, Bartow, FL. B.130 a Mar 11 2018 MTek Industries, Inc. Fri Apr 8 12.37.54 2010 Page 1 I D:9HGSkoBGYxpc6pmPPKJX2y3pgR-zT2gGVMgjBZjcDCOeeiil7iTDNM9osBAoRwlezTRIB o o ( s o o + sI 10.0.1 { 11 e o j tzao l1-0.o s-o•o +•-eae-o 4-24 o•a1z +-ao 4x4 = 40 = 11- 0-0 Sl• 12 8-0/ 10-10.4 1 r 0.60 I 1}72 } l.ea I 4. 4.0 4. 2 LOADING ( psf) SPACING- 2 0 0 CSI. DEFL. In loc) Udell Ud TCLL 20.0 Plate Grip DOL 1.25 TIC0.37 Vert(LL) 0.03 9-10 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.74 Vert(CT) 0.05 9-10 999 160 BCLL 0.0 Rep Stress Ina NO W0.20 B Horz(CT) 0.00 8 n/a n/a BCDL 10. 0 Code FBC2017/TPI2014 Matrix -MS LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3'Except' BOT CHORD 2-12, 5.7: 2x4 SP No.2 REACTIONS. (lb/ size) 11=810/0.3.8, 8=810/D-3-8 Max Horz 11=-126(LC 6) Max Uplift 11 -209(LC 8), 8=194(LC 8) FORCES. (lb) - Max. Comp./Max Ten -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-578/170, 3-4=4531173, 4-5=5781170, 2-12=-636/196, 5-7-6361196 BOT CHORD 9-10=1081485 WEBS 2- 10=131/592, 5-9=132/593 Scale a 1.28.3 PLATES GRIP MT20 244/ 190 Weight: 74 lb FT - 20% Structural wood sheathing directly applied or 6-0-0 oc purtins, except end verticals. Structural wood sheathing directly applied or 6-0-0 oc bracing, Except: 10- 0- 0 oc bracing: 9-10. 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-15R; B=4511; L-24ft, eave=5ft; Cat. 11; Exp B; Encl.. GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; 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 bads. 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 209 lb uplift at joint 11 and 194 lb uplift at joint B. 7) Girder carries hip end with 5-0-0 end setback. 8) Hanger( s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 229 lb down and 66 lb up at 6-8- 0. and 229 lb down and 86 lb up at 5-0-0 on top chord. The design/selection of such connection device(s) Is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B) LOAD CASE( S) Standard 1) Dead + Roof Live (balanced). Lumber Increase=1.25, Plate Increase-1.25 Uniform Loads ( plf) Vert: 1- 2-60. 2-3=-60. 3-4=101(F-41), 4-5=60, 5-0=-60, 7-12=34(F--14) Concentrated Loads ( lb) Vert: 3= 175(F) 4=-175(F) 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 Les PE No. 36669 WTA USA, Inc. FL Cert 66U 6904 Parts Est Blvd. Temps FL 33610 Date: April 6, 2018 0 WARNINO - Verily design parameters and READ NOTES ON THIS AND INCLUDED AVTEK REFERENCE PACE 4119.7473 rev. 10103Q0/3 BEFORE USE. Design valid for use only with MTek® connectors This design Is based only upon parameters shown, anti is for an Individual building component, not truss "am. Before use, the building designer must verify the appilabilly of design parameters and property Incorporate this design Into the overall Wiling design. Bracing Indicated Is to prevent buckling of Individual truss web andfor chard members only. Adddlonal temporary and permanent bracing M!Te k' Is alwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalInjuryandpropertydamage. For general guidance regarding the fabrication• storage, delivery. arectbn and bracing of trusses and truss systems, see ANSVTPIt Quality Criteria, D8049 and BC81 Building Component 904 Parke East Bald Safsty Information available from Truss Plate Institute, 218 N Lee Street, Sude 312. Alexandria. VA 22314. Tamps. FL 36610 Job Truss cuss Type Oty Ply Park Sq/1821 Welton-C I T13713227 PS01821C D3 IoU EENPOST 4 1 Job n Mid -Florida Lumber, Bartow, FL 8A30 a Mar 11 2018 Mrrek Industries. Inc. Fri Apr 6 12.37:54 2018 1.1-8 ' 6 00 12 4x4 = Scale - 1:31.1 20 30 II 30 = 2.4 II LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Inv YES Code FBC2017rrP12014 CSI. TC DAB BC 0.47 WB 0.09 Matrix -MS DEFL. In Vert(LL) 0.03 Vert(CT) -0.D4 Horz(CT) 0.00 loc) Wert Ud 6-7 >999 240 6.7 >999 180 6 n/a file PLATES GRIP MT20 244/190 Weight: 48 lb FT - 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc putting, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 20 SP No.3 BOT CHORD Structural wood sheathing directly applied or 1D-0-0 oc bracing. REACTIONS. (Ib/size) 8=201/0-3.8, 6-402JD-3-8 Max Horz 8=90(LC 12) Max Uplift 8=72(LC 12), 6=57(LC 12) FORCES. (lb) -Max. Comp /Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-5=2681158 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL-3.0psf; h-15ft; B=45ft; L=24ft: eave=5ft; Cat. It: Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exlerlor(2) 4-10-4 to 8.10-0. Interior(1) 8-10-0 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 pill 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 Td between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 72 lb uplift at joint 8 and 57 Ib uplift at joint 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 No. 34661 IN'Tek USA, Inc. FL Celt 6634 6904 Parka East Blvd. Temps FL 33616 Date., April 6,2018 AWARNING - Verify design Parameters end READ NOTES ON Ties AND INCLUDED AUTEK REFERENCE PAGE WO.7073 rev. IQOM15 BEFORE USE. Design valid for use only with MRek® connsbtors This design Is based only upon parameters shown, and Is for an Indlviduel bull" component, not a truss system Before use, the building designer must verify the applicability of design parameters and property incorporate this design Imo the overall Dueling design. Bracing indicated is to prevent buckling of IndividualnIns web andeor chord members only. Adddlonal temporary and permanent bracing WOWIsalwaysrequiredforstabertyandtopreventcollapsewithpossiblepsnonelInjuryandpropertydamage. For general guidence regarding Ns fabrkatlon, storage, denvery, ereabn and bracing of trusses and truss systems, ses ANSVTPIt Quality Crttw%, DS049 and BCSI Building Component 6904 Parke East Bled Safety Information available from Tens Plate Institute. 218 N. Lee Sbeel, Suae 312. Alexandria. VA 22314. Tempe. FL 3WIC j Job Truss Truss Type Oty Ply Park Sq/1821 Walton•C T13713228 PS01821C it JACK 4 1 o Reference o 'o al Mid-Flodde Lumber. Bartow. FL. B 130 s Mar 11 2018 Mrrek Industries. Inc. Fri Apr 6 12:37:55 2018 Page 1 ID:ymT17HPZlhwh59mOoaplWfy3q_T-Rx1OtcV bOHOLmoOZM5xEWYulcslu19KPSBUH4zTRIA 1-0-0 1!N LOADING (psi) SPACING- 2-0.0 TCLL 20.0 Plate Grip DOL 1 25 TCDL 10.0 Lumber DOL 125 BCLL 0.0 Rep Stress Ina YES BCDL 100 Code FBC2017/TP12014 8.00 12 Scale - 1,77 5 CSI. DEFL. in loc) Well Ud PLATES GRIP TC 0.32 Verl(LL) 0.00 5 999 240 MT20 244/190 BC 0.15 Vert(CT) 0.00 5 999 180 WB 0.00 Horz(CT) 0.02 3 n/a n/a Matrix -MR Weight: 8 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 20 SP No.2 WEBS 20 SP No 3 BOT CHORD REACTIONS. (lb/size) 5=14910.3-8. 3=16/Mechanical, 4=3/Mechanlcal Max Horz 5.84(LC 12) Max Uplift 5=-26(LC 8). 3=46(LC 12), 4=78(LC 12) Max Grav 5=149(LC 1), 3=28(LC 10).4-57(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 1.0-0 oc purling, except end verticals Structural wood sheathing directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10. Vult-140mph (3-second gust) Vesd-108mph; TCDL=4.2psf; BCDL-3.Opsf; h-15ft; 8=45ft, L=24ft; eave-411; Cat. 11; Exp 8: Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces r3 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 five loads 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 26 lb upldt at joint 5,46 lb uplift at joint'3 and 78 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. 34660 Milk USA, Inc. FL Cert 6634 6904 Parke Eat Blvd. Tempe FL 33410 Dan: April 6,2018 O WARNING - Verily design persmeters and READ NOTES ON THIS AND INCLUDED ACTEK REFERENCE PAGE M0.7473 rev. 169=015 BEFORE USE. Design valid for use only with MRek® connectors. Thin 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 buckting of Individual truss web andror Guard members only. Adddlonal temporary and permanent bracing WOWIsalwaysfequlredforstab94yandtopreventcollapsewithpossiblepersonalInjuryandpropertydamage. For general guidance regarding the fabrication. storage, delivery. ar clion and bracing of trusses and truss systems, no ANSVTPI1 Quality Criteria, 05549 and BCS1 Building Component 6904 Parke East Blvd Safety information evsilable from Truss Pints Instflule. 215 N Lee Street. Sul* 312. Alexandria, VA 22314. Tampa, FL 3010 Job Truss Truss Type Ory ply park Sq/1821 Walton-C T13713229 PS01821C J3 JACK 4 1 f tiall Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 1120118 MiTek Industries. Inc Fri Apr 6 12:37 56 2018 Page 1 ID:ymTl7HPZlhwh59mOoaplWfy3cLT-v8bp4ywcMKPHzvMb73cAn/5z608wdlOTe5wl pwzTRl9 1-0-0 3-0-0 1-0-0 3-0-0 Scale=1.22.4 4x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) 0.02 4-5 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.35 Veri(CT) 0.02 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0 09 3 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MR Weight: 14 lb FT - 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc putting, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=195/0-3-8, 3=70/Mechanical, 4-28/Mechanical Max Horz 5=111(LC 12) Max Uplift 5=8(LC 8). 3-57(LC 12), 4=-27(LC 12) Max Grav, 5=195(LC 1), 3-79(LC 17), 4=53(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind. ASCE 7-10; Vuh-140mph (3-second gust) Vagd=108mph; TCDL-4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl.. GCpi=0.18: MWFRS (directional) and C-C Exterior(2) -1-0.0 to 2-0-0, Interior(1) 2-0-0 to 2-11-4 zone; end vertical left exP03ed;C-C for members and forces d MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1,60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will rd between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 8 Ib uplift at joint 5, 57 lb uplift at joint 3 and 27 Ib 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 WUt USA, Inc. FL Ced 6634 6904 Parka Ent Blvd. Temps FL 33610 Date April 6,2018 AWARMNO - Verily design parameters and READ NOTES ON TNS AND INCLUDED 1reTEK REFERENCE PAGE 01101-7477 rev. 100MM1915 BEFORE USE. Design valid for use Getty with MiTeW Connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss "am Before use. the building designer must verily the applicability of design parameters and property Incorporate this design Into the Oman busting design Bracing Indicated Is to prevent buckling of Individual was web andror Chord members only. Additional temporary and permanent bracing M iTe k' Is always required for stability and to prevent collapse with possible personal Iniury and property damage. For general guidance regarding the labrlcat om storage, delivery, erection and bracing of trusses and Mae systems, see ANSVTPN Quality Creeds, 03849 and BCSI Building Component 6904 Parke East Blvd. Sefaly Irdomistion available from Truss Plate lnslituts, 218 N. Lee Street, Suite 31Z Alexandria, VA 22314 Tamps, FL 35810 Job Truss Truss Type Off, Ply Park Sq/1821 Walton•C I T13713230 PSOI821C J5 JACK 2 1 job Reference o I a Mid -Florida Lumber, Barlow, FL 8.130 s Mar 112016 Mrrek Industries, Inc. Fri Apr 6 12:37:56 2018 Page 1 ID:ymTl7HPZlhwh59m0oaplWly3q_T-vBbp4yWcMKPHzvMb73G41)5_004MdlOTe5w1 pWzTR19 1-0-0 ".0 1.0 0 5-" Scale - 1.27 2 5x8 MT20HS 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In loc) Vdeft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1 25 TC 0,60 Vert(LL) 0.08 4-5 >766 240 MT20 2441190 TCDL 10.0 Lumber DOL 125 BC 0.58 Vert(CT) -0.07 4-5 >OW 180 MT20HS 1871143 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.22 3 nla n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MR Weight: 20 lb FT - 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0.0 oc purlins, BOT CHORD 20 SP No.2 except end verticals. WEBS 20 SP No 2 BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing REACTIONS. (Ib/size) 3-130/Mechanical, 5-269/0-3-8, 4-53/Mechanical Max Horz 5-139(LC 12) Max Uplift 3=77(LC 12), 5=10(LC 12), 4=17(LC 12) Max Grav 3=136(LC 17), 5=269(LC 1), 4=92(LC 3) FORCES. (lb). Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10: Vu11=140mph (3-second gust) Vasd=108mph: TCDL=4.2psf: BCDL-3.Opsf; h-15111, B=45ft; L-2411; eavew4ft: Cat. It: Exp B: Encl., GCpi=0.18: MWFRS (directional) and C-C Exterlor(2) -1-0.0 to 24)-0, Interior(1) 2-0-0 to 4-11-4 zone; end vertical left exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1 60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 pat bottom chord live load nonconcufreni with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will rd between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 77 lb uplift at joint 3, 1 D lb uplift at joint 5 and 17 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 Les PE No. 34969 MITek USA, Inc. FL Ceit 0834 9904 Parke East Blvd. Tempe FL 33410 Date: April 6,2018 QWARlaNO • Verity dplpn gnmetera am, READ NOTES ON TNI9 AND INCLUDED aOTEK REFERENCE PACE Ma•7Qa rer. fdVeYaOfa BEFORE USE. ww Desipn valid low use only with MIT09 connectors. This design Is based only upon parameters shown, and Is for an IndWual building component, not a truss system Before use, the building designer must v" the applicability of design parameters and properly Incorporate this design Into the overall butldlnp design Brsdnp Indicated Is to prevent buckling of Individual truss web mNor chord members only. Additional temporary and psmnanent bracingMWOW3ekveyarequbodforslabWtyendtopreventcollapsewilhpossiblepersonalI*ry and properly damage For general guidance regard" the fabrication, storage, delivery, ersetbn and bracing of Trusses and truss systems, sea ANSVTPH Quality Crltarla, DS049 and SCSI Building Component 6904 Parke East Blvd Solely Information available from Truss Plate Inablule. 21a N Lee Susan. Suite 312. Alexandria, VA 22314. Tampa, FL 36810 Job Truss Truss Type Oty Ply Park SgI1821 Walton-C T13713231 PS01821C J7 JACK 23 1Job Reference loptional) Mid -Florida Lumber, Bartow, FL. 8 130 s Mar 112018 MTek Industries, Inc. Fri Apr 6 12:37:57 2018 Page 1 ID:ymTi7HPZlhwh59mOoaplVNy3q_T-NK9BIHX E7eX8a3xnhn8PKxd8 W ORbMCedslgbMuTR18 1-0-0 7.0-0 , t-0-0 I 7-0.0 30 = Scale - 1:22.9 7-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.11 4-7 >784 240 MT20 244/190 TCDL 10.0 Lumber DOL 1,25 SC 0.52 Vert(CT) -0.24 4-7 >348 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0,00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight, 24 Ili FT - 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 20 SP No.2 BOT CHORD Structural wood sheathing directly applied or 10.0-0 oc bracing. REACTIONS. (lb/size) 3=183/Mechanical, 2=342/D-7-8, 4-90/Mechanical Max Horz 2=118(LC 12) Max Uplift 3=73(LC 12), 2=-59(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. NOTES- 1) Wind: ASCE 7-10: Vuh=140mph (3-second gust) Vasd=108mph; TCDL-4.2psf: BCDL-3.0psf; h-1511; B=4511; L=24111; eave=5ft: Cat. II; Exp B; Encl., GCpi-0.18; MWFRS (directional) and C-C Exterior(2) -1-0.0 to 2-0-0, Interior(1) 2-0-0 to 6-11-4 zone:C-C for members and forces d MWFRS for reactions shown; Lumber DOL=1 60 plate grip DOL=1.60 2) This truss has been designed for a /0.0 pat bottom chord live load nonconcurrent with any other live bads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0.0 wide will rd between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 73 lb uplift at joint 3 and 59 lb uplift at joint 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. Jullue lee PE No. 34669 k11Tek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Temps FL 33410 Date: April 6,2018 AWARNING - Verify design parameters and READ NOTES ON INS AND INCLUDED WTEK REFERENCE PAGE 01110•7473 rev. 100=7015 BEFORE USE. wwww Design valid for use only with MITeW connectors. This design Is Weed only upon parameters shown, and Is for cat Individual building componant, not w' a truss system. Before use, the Wilding designer must verily the applicability of design parameters and properly Incorporate this design Into the overall bulling design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k' Is ahrays reputred for stability and to prevent collapse with possible personal Intury and pmpsrty damage. For general guldence regarding the labrication. storage, delivery. erection and bracing of trusses and truss "arms. we ANSVTPIt Quality Criteria, DSB49 and SCSI Building Component e901 Parks East BW Safety Information available from Truss Plate Institute, 218 N Lee Street. Suite 312. Alesandrls. VA 22314. Tempo. FL 36610 Job Truss Truss Type Oty Ply Perk SWI821 Walton•C T13713232 PS01821C KJ5 JACK 2 1 Reference(optionall Mid -Florida Lumber. Bartow. FL. 8.130 s Mar 112018 MiTek Industries. Inc. Fit Apr 8 12:37:57 2018 Page 1 I D.ymT17HPLhwh59mOoaplW fy3q_T-NK9BI HXE7eX8a3xnhn8PKxd9X00PMCgdslgbMzzTR18 1.5-0 3.6.7 7.0-14 1.5.0 3$7 3$-7 0A. 15x4 II LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in loc) Udell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) 0.11 5-6 777 240 TCDL 10 0 Lumber DOL 1.25 BC 0,59 Vert(CT) 0.22 5-6 374 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.06 Horz(CT) 0.13 4 n/a n/a BCDL 100 Code FBC2017rrP12014 Matrix -MP LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 20 SP No.2 WEBS 20 SP No 3 BOT CHORD REACTIONS. (lb/size) 7=266/D-7-8, 4=70/Mechanical, 5=243/Mechanical Max Horz 7=78(LC 7) Max Uplift 7=44(LC 8). 4-34(LC 7). 5=-53(LC 8) FORCES. (lb) - Max Comp /Max. Ten. - All forces 250 (lb) or less except when shown. Scale - 1,20.2 PLATES GRIP MT20 244/190 Weight: 37111 FT = 20% Structural wood sheathing directly applied or 64-0 oc putting, except end verticals. Structural wood sheathing directly applied or 10-0-0 oc bracing. NOTES- 1) Wind, ASCE 7-10; VuR-140mph (3-second gust) Vasd-108mph; TCDL-4 2psf; BCDL-3.Opsf; h=15ft; 8=45ft; L-24ft; eave=4ft; Cat It: Exp B, Encl., GCpi=0.18, MWFRS (directional), cantilever left and right exposed; Lumber DOL-1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wile will M 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 84 lb uplift at joint 7, 34 Ib uplift at joint 4 and 53 lb uplift at joint 5. 6) In the LOAD CASE(S) section, bads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead i Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-2-60 Trapezoidal Loads (pit) Vert 7-0(F-10, B-10)-to-5=141(F=-61. B=-61) 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 Lot PE No. W9 INTO USA, Inc. FL Cett 6634 004 Perks East Blvd. Tampa FL $3410 044. April 6,2018 O WARNING • Varlry, design parameters and READ NOTES ON THIS AND INCLUDED IIOTEK REFERENCE PAGE a10.7473 rev. 1419MIS BEFORE USE. sesses Design valid for use" with MReke con is re. This design Is based only upon parameters shown, and Is for an individual building Component, not a truss sydam. Before use, the building designer must vethe applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Miceted Is to prevent butVing of Individual truss web anWdr chord members only Additional temporary and permanent bracing M ITek' IsalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalInjuryandpropertydamageForgeneralguidanceregardingthefabrication, storage, delivery, erection and bracing of trusses and truss systems. ses ANSVTPII Quality Criteria. DSB-89 and BCSI Building Component 8904 Parke East Blvd Ssfety Infonnatlon available from Truss Plate Insihute. 218 N. Lee Street, Bull* 31Z Alexandria. VA 22314. Tampa. FL 36810 Job Truss Truss Type oty Ply Park Sq/1821 Walton-C T13713233 PS01821C KJ7 MONO TRUSS 4 1 Job Reference foollonall Mid -Florida Lumber, Bartow, FL. 0.130 s Mar I I ID1B Wait inoustnes. Inc. 1-n Apr to 1z 3/:Je zutu rape 1 ID ymTl?HPZlhwh59mOoaplWfy3q_T-AMZVdYsuxf?CDWzFUfes8AK6goJ5aDm5PP8uPzTR17 1-10.10 I 5 4.0 + 9.10.13 1.10.10 5-4-0 4-6-13 Scale - 122 0 u — 3x4 = r SLSk LOADING (psq SPACING- 2-0-0 CSI. TCLL 200 Plate Grip DOL 1.25 TC 059 TCDL 100 Lumber DOL 1.25 BC 0 49 BCLL 00 ' Rep Stress Incr NO WB 0.36 BCDL 100 Code FBC2017rTP12014 Matrix -MS LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=449/D-7-8, 5=393/Mechanical, 4-245/Mechanical Max Horz 2=151(LC 8) Max Uplift 2=-93(LC 8), 5-41(LC 8). 4=102(LC 8) Max Grav 2=449(LC 1), 5=393(LC 1). 4=247(LC 13) FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=794/42 BOT CHORD 2-7=147/733, 6.7=-147/733 WEBS 3-7=0/272, 3-6=803/162 DEFL. In (loc) tfdefl Ud PLATES GRIP Vert(LL) -0,02 6-7 >999 240 MT20 244/190 Vert(CT) -0.07 6-7 >999 180 Horz(CT) 0.01 5 n/a n/a Weight 43 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purling. BOT CHORD Structural wood sheathing directly applied or 10-0-0 cc bracing. NOTES- 1) Wind ASCE 7-10; Vuk=140mph (3-second gust) Vosd-108mph, TCDL=4.2psf, BCDL=3.Opsf; h-15N; B=45111; L=2411; eave=5R; Cat. 11; Exp 8: Encl., GCpi=O 18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1 60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsl on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fl between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 93 lb uplift at joint 2, 41 lb uplift at joint 5 and 102 lb uplift at joint 4. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=l 25 Uniform Loads(pm Vert:1-2-60 Trapezoidal Loads (plf) Vert: 8=0(F=10, 8=10)-to-5=49(1`=-15, B=15), 2-0(F=3C, B=30)-to-4=448(F=44, B=44) 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 Celt 6634 004 Parks East Blvd Tempe FL 99610 Date: April 6,2018 AWARNING - Vwlry design peremerers and READ NOTES ON TIaS AND INCLUDED IIDTEK REFERENCE PAGE NO -TITS rev. 1093/2015 BEFORE USE. Design valid for use only with MITeltm connectors. This design Is tweed only upon parameters shown, and Is for an Individual budding component, not a Cross system Before use, the budding designer must verity the applicability of design parameters and property Incorporate this design Into the overall budding design Bracing Indicated la to prevent buckling of IndMtlual truss web and/or chord members only Additional lemporwry and permanent bracing M iTe k' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrkallon, storage, delivery, erection and broang of trusses and truss systems, see ANSVTPII Quality Crltw%. DSB49 and BCS1 Building component 5904 Parks East Blvd Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suds 312. Alexandria, VA 22314. Tempo, FL 35610 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y 4 offsets are indicated. 6-" dimensions shown in ft-in-sixteenths Drawings not to scale) Failure to Follow Could Cause Property Damage or Personal Injury Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system, e.g. and fully embed teeth. TOP CHORDS diagonal or x-bracing, is always required See BCSI. y„ cra C2a 2. Truss bracing must be designed by an engineer. For 16 4 t7 WEBS Sr„ wide truss spacing, individual lateral braces themselves may require bracing, or aftematle Tor I T O 4 ,y, R p bracing should be considered. T U g , g7: y O U S U 3. Never exceed the design loading shown and never 0. s' stack materials on inadequately braced trusses. p4 Provide copies of this truss design to the building For 4 x 2 orientation, locate plates 0- "W from outside designer, erection supervisor, property owner and all other interested parties. BOTTOM CHORDS edge of truss. 8 7 6 5 S. Cut members to bear tightly against each other. S. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully. Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from Plate location details available in MiTek 20120 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. software or upon request NUMBERSILETTERS. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted, this design is not applicable for ICC-ES Reports- use with fire retardant, preservative treated, or green lumber. The first dimension is the plate 10. Camber is a non-structural consideration and is the width measured perpendicular4x4 ESR-1311, ESR-1352, ESR7988 responsibility of truss fabricator. General practice is to to slots. Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots. 11. Plate type, sae, orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12. Lumber used shall be of the species and sae, and Indicated by symbol shown and/or by text in the bracing section of the Trusses are designed for wind loads in the plane of the truss unless otherwise shown. in all respects, equal to or better than that sleciind• 13. Top chords must be sheathed or purtins provided at Output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs red on lumber valuesgy 14. Bottom chords require lateral bracing at t0spacing, or less, d no ceiling is installed, unless otherwise noted. BEARING established by others. Indicates location where bearings Ono ( supports) occur. Icons vary but 2012 MiTek® All Rights Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or after truss member or plate without prior approval of an engineer. reaction section indicates joint 17. Install and load vertically unless indicated otherwise. numberwherebearingsoccur. Min size shown is for crushing only. EMenvironmental, M1111110 g green or treated lumber may 18. Use of 9 Y Pose unacceptable health or performance risks. Consult with Industry Standards: El project engineer before use. ANSIlrPl1: National Design Specification for Metal 19. Review all portions of this design (font, back, words Plate Connected Wood Truss Construction. and pictures) before use. Reviewing pictures alone DSB- 89: Design Standard for Bracing. e is not sufficient. BCSI: Building Component Safety Information, M iTek 20• Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 40'-0" We 14'-W 12'-W 12'-B" CA CJ3 CJ5 CJ5 CJ3 CA 9'-4" 9*419 111-w 12'-0" BEARING HEIGHT 1 D'4" 4'4" 5'-4" fticq 20'-0" PARK SQUARE / WALTON 1821 - C / NO TRAY Floor Loading Roof Loading Account: NO HANGERS TC Live: 40.00 psf TC Live: 20.00 psf Job: PSQ1821C TC Dead: 10.00 psf TC Dead: 10.00 psf Designer: 00Z BC Live: 0.00 psf BC Live: 0.00 psf Checker. M d•Florida BC Dead: 10.00 psf BC Dead: 10.00 psf Date: 08-16-16 TC Stress Inc: 0.00 TC Stress Inc: 25.00 BC Stress Inc: 0.00 BC Stress Inc: 25.00 Spacing: 1- 0- 0 o.c. Spacing: 2- 0- 0 o.c. RECORD COPY City of Sanford Building and Fire Prevention Product Approval Specification Form OV I.DUyc 1 8- 1957 Permit # SANFORD Project Location Address As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 1. Exterior Doors Swinging Therma - Tru Single Door FL8871.5 Sliding MI Windows and Doors Series 420 Alum SGD - 2 Panel FL 15332.4 Sectional Clopay Building Products 94rr40-W4 FL15279.20 Roll U Automatic Other 2. Windows Single Hung MI Windows & Doors Series GA 185 Aluminum SH FL 17499 2 Horizontal Slider Casement Double Hun Fixed MI Windows & Doors Series GA 185 Alum Picture Fixed FL15349.1 Awning Pass Through Projected Mullions MI Windows & Doors 5764 Verical Alum Mullion FL 15353.2 Wind Breaker Dual Action Other June 2014 Category/ Subcategory Manufacturer Product Description(including Florida Approval # decimal 3. Panel Walls Siding James Harding Bldg Products Hardie Panel FL13223.2 Soffits Aluminum Coils, Inc Coils / Soffits F02194.1 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles IKO Industries, LTD Asphalt Shingles / Cambridge FL7006.1 Underla ments Warrior Roofing 915 and 030 Roofing Fell FL230.1 Roofina Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal S. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) June 2014 Florida Building Code Online Itttps://www.noridabuilding.org/pr/pr app_dtl.aspx?param=wGEVX:.: WE, 1 ulatioli BCIS Mome I tog In I User Registration ! Hot Topks I submt Surcharge Stals a Facts I PuWatbns I FBC Start I BCts Ste trap I Links seaR:h i dba a Product ApprovalraaUSER: Public User t. -.•.,ray Pjaducl Almova117L1Y > Prorlud or AnnkratOa jtAMb > AvoSOLion Uil > Amtkatbn Delaa FL # FL8871-R8 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Therma-Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton, OH 43517 419)298-1740 riC kw@ rw bidg consulta nM com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Englneer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By Ryan J. King, P.E. Validation Checklist - Hardcopy Received Certificate of independence FLpdf Referenced Standard and Year (of Standard) Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM E1300 1998 ASTM E84 2000 ASTM G26 1995 TAS 201, 202, 203 1994 I of 4 4/1512018, 4:47 PM Florida Building Code Online htlps://www.Iklridabuilding.org/pr/pr_app_dll.aspx?parani=wG 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 FL8871 R8 Eauiv (b) Egg valengy,.Qf S-Wfij0ff.0j pd_f Method 1 Option D 10/17/2017 10/17/2017 10/19/2017 12/12/2017 Summary of Products lFLfiModel, Number or Name Description t 8871.1 a. "ClassicCraft Rustic" Series 11 3.6 x 8.0 "impact" Opaque Fiberglass Radius Top Single Door iI (X) - Inswing or Outswing i Limits of Use Installation Instructions Approved for use In HVMZ: Yes FL8871 R8 11 (IyLst 8871.1•,pAf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.1 for Design Pressure Ratings by FL8871 R8 AE (b) Eval 8871 _1_pAf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation Instructions. 8871.2 b. "ClassicCraft" or "ClassicCraft 3'6 x B'0 "Impact" Opaque Fiberglass Single Door (X) - I I Rustic" Series Inswing or Outswing Limits of Use Installation Instructions Approved for use In HVHZ: Yes P 8t`871 R8 11 (b) Inst 8871.2.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluatlon Reports Other: See INST 0873.2 for Design Pressure Ratings by FL8871 R8 AE (b Eval 887j.2.pdi specific Model and for any other additional use limitations i Created by Independent Third Party: Yes Viand Installation Instructions. i 8871.3 c. "ClassicCraft" or "ClassicCraft 3'6 x 8'0 "Impact" Opaque Fiberglass Single Door with Rustic" Series Sidelite (OX or XO) - Inswing or Outswing I Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL8871 R8 H I ) Inst 8871.3.pdf i Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. See INST 8871.3 for Design Pressure Ratings by Ft 871 R8 AE L) Eval 8871.3.p-gf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and Installation Instructions. (For FlberClasslc and SmoothStar sidelites, this product approval requires the use of ")" part numbers for these sidelites, which have been stained or painted within six months of installation.) 8871.4— — d. "ClassicCraft" or "ClassicCraft 3'6 x 8'0 "Impact" Opaque Fiberglass Single Door with I Rustic" Series ISidelites (OXO) - 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 8871.4 for Design Pressure Ratings by specific Model and for any other additional use limitations and installation Instructions. (For FlberClasslc and SmoothStar sidelites, this product approval requires the use of "Y' part numbers for these sidelites, which have been Installation Instructions FL8871 RR II (b) Inst 8871.4.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL8871 R8 AE (b) Eval 8871.4.pdf Created by Independent Third Party: Yes 2 of 4 4/ 15/2018, 4:47 PM Florida Building Code Online Ilttps://www.tloridabuilding.org/pr/pr app_dtl.aspx?parain=NvGEVX.,, stained or painted within six months of Installation.) f. ----- r-•— -- - _ l 8871.5 I e. "FiberClassic" or "SmoothS J Series I Limits of Use tar" 370 x 8'0 "Impact" Opaque Fiberglass Single Door (X) - Inswing or Outswing — ^- Installation Instructions Approved for use in HVHZ: Yes ! FL8871-R8_11-(b,1gn t dF I 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 Other. See INST 8871.5 for Design Pressure Rati specific Model and for any other additional use Ilml and Installation Instructions. 18871.6 ' f. "FiberClassic" or "SmoothStar' 1 --- - - - Series - - ---- - Limits of Use f Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure. N/A rc figs by Cations Evaluation Reports 1-88,71 RS AE (b)_EV_al 8871.5.pgf reated by independent Third Party: Yes 1 3'0 x 8'0 "Impact" Opaque Fiberglass Single Door with Sidellte (OX or XO) - Inswing or Outswing Installation Instructions IFBBJj,_R8 11 b 1 st_8$71.6.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports Other: See INST 8871.6 for Design Pressure Ratings by FL3871 RQ-A— (, EvPjAV21.6.pdf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and Installation Instructions. (For FiberClassic and SmoothStar sidelites, this product approval requires the use Of "J" part numbers for these sidelites, which have been stained or painted within six months of Installation.)— 18871.7 I g. "FiberClassic" or "SmoothStar" 3'0 x 8'0 "Impact" Opaque Fiberglass Single Door with Series -^ -- Sidelites (OXO) - Inswing or Outswing - — - - Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL @U_86 11 (b)lnsL@8z1,7.pdf Approved for use outside HVHZ: Yes Verined By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. See INST 8871.7 for Design Pressure Ratings by Fl@871 RB AE (b)_Eval @871,.7,pdf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and Installation instructions. (For FiberClassic and I SmoothStar sidelites, this product approval requires the use of "J" part numbers for these sidelites, which have been stained or painted within six months of Installation.) 8871.8 1 h. "FiberClassic", "SmoothStar", GassicCraft" or "ClassicCraft Rustic" Series i Limits of Use - Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8871.8 for Design Pressure Ratings by specific Model and for any other additional use limitations and Installation instructions. 8871.9 1. "FiberClassic", "SmoothStar", 1 ClassicCraft" or "GassicCraft Rustic" Series Limits of Use Approved for use in HVHZ: Yes Approved for use outside MVHZ: 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 limitations and installation Instructions. (For FiberClassic and SmoothStar sidelites, this product approval requires the use of "J" part numbers for these sidelites, which have been stained or painted within six months of installation.) 6'0 x B'D "Impact" Opaque Fiberglass Double Door (XX) - Inswing or Outswing Installation Instructions FL 71 R6 II Ub In t _07 :8.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL8871 R8J9(b) Ey l $871,@.P.dj Created by Independent Third Party: Yes 6'0 x 8'0 "Impact" Opaque Fiberglass Double Door with Sidelites (OXXO) - Inswing or Outswing Installation Instructions F18871 R8 II (ice 1nZt_8871.9.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL8871 R8 AE ib)_Eva18871.9.ndi Created by Independent Third Party: Yes 3 of 4 4/ 15/2018, ,1:47 PM 8871.8 1 h. "FiberClassic", "SmoothStar", GassicCraft" or "ClassicCraft Rustic" Series i Limits of Use - Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8871.8 for Design Pressure Ratings by specific Model and for any other additional use limitations and Installation instructions. 8871.9 1. "FiberClassic", "SmoothStar", 1 ClassicCraft" or "GassicCraft Rustic" Series Limits of Use Approved for use in HVHZ: Yes Approved for use outside MVHZ: 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 limitations and installation Instructions. (For FiberClassic and SmoothStar sidelites, this product approval requires the use of "J" part numbers for these sidelites, which have been stained or painted within six months of installation.) 6'0 x B'D "Impact" Opaque Fiberglass Double Door (XX) - Inswing or Outswing Installation Instructions FL 71 R6 II Ub In t _07 :8.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL8871 R8J9(b) Ey l $871,@.P.dj Created by Independent Third Party: Yes 6'0 x 8'0 "Impact" Opaque Fiberglass Double Door with Sidelites (OXXO) - Inswing or Outswing Installation Instructions F18871 R8 II (ice 1nZt_8871.9.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL8871 R8 AE ib)_Eva18871.9.ndi Created by Independent Third Party: Yes 3 of 4 4/ 15/2018, ,1:47 PM Florida Building Code Online https://www.noridabuilding.org/pr/pr_app_dti.aspx?param=wGEVX... contact us p$•ea7-192a The State of Fbrtla Is an AA/68D employer. Cowrldnt Z007-2013 Stale of Floft.:: privacy Statement:: LLDt :: Refund Statement Under Fbrlda law, emol addresses are pubic records. U you do not want your e-mal address released In response to a pubis[-reaDrds request, do not send atectront mad to this entry. Insteal, contact the office by phone or by traditional mad. Ir you have any questbrs, please contacl 850.4117.1395. •Pursuant to Setabn 455.275(1), Fbrlds Statutes, effective October 1. ZD12, tensm licensed under Chapter 455, F.S. mist provide the Department with on emol address 1 they have one. The emals provided may be used for official oommunlratbn wish the licensee. However email addresses are public record. D you do not wish to supply a personal address, please provide the Department with an email address which can be made ovalable to the public. To determine f you are a acersee under Chapter 45S, P.S., please click UM. Product Approval Accepts: Z Credit Cold Safe 4 of 4/15/2018, 4:47 PM THERMAITRU THERMA TRU DOORS 1 18 INDUSTRIAL OR., EDGERTON, OH 43517 SMOOTH STAR & FIBER CLASSIC FIBERGLASS SINGLE DOOR INSWING / OUTSWING GENERAL NOTES "IMPACT" 1. This product has been evaluated and Is to compliance with the 61h Edition 12011 Florida Budding Code (FBC) shucturd requirements inckKDng the %gh Velocity Hurricane Iona' (HVHZJ. 2. Product anchors shad be as dated arid spaced as shown on defadL Mchor embedment to base material shall be beyond wall dressing or stucco. a When used In the imr this product complies with Section 1626 of the Florido Budding Code and does not require on impact resistant covering. 4. When used in areas outside of the'&Air requiring wind 'come debris protection. this product compiles with FBC Sections I W9.1.2 3 R301.2.1.2 and does not require an Impact resistant covering. This product meets missile level *17 and includes Wind Ione 4 as defined In ASTM E 1996 and FBC Sections 1609.1.2211 R3012-1.2.1. 5. For 2x stud framing construction. anchoring of these units shod be the some as that shown far 2c buck masonry construction. 6. Site conditions that deviate from the details of this drowhtg require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal Sid Item C4 under active doors meet water Infiltration requirements for'HVHr. 8 Inswing configurations and outswing configurations using A item t5 under the door do not meet the water infiltration requirements for the'HVHT and shoe be Installed only in non -habitable areas or of habitable tocolions protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sly is less than 45 degrees. TABLE OF CONTENTS SHEET 1 DESCRIPTION 1 T al elevations, desllpr premises d general rotes 2 poor panel delab (Smooth start 3 Door e2nel detch(fiber c103310 4 Hormonral cross sections 5 Vertical cross secWns 6 Buck and home . 2X buck momm corstmfion 7 kame anctor6n0 . I % buck matokry consh iclbn e I So of Materials IL Components 37.75 MAR FUME WIDTH 1.. _ 36A0'MAX I PANEL WIDTH i d P P 310 2 o e n R Ea = m OLW md1L I`" y e= d d i ='OVERALL::. PRESSURE-RESSIfRE (PSf) DOOR TYPE SWING - ; FRAME; •`= :: P-OSITIVE '• NEGATIVEDIMENSION; INSWING 37.75' x 9e.00' 80.0 80.0 SMOOTH OUTSWING 37.75- x 96.50- 80.0 80.0STAR INSWING 37.75' x 98.00' 80.0 80.0 FIBER OUTSWING 37.75" x 96.51Y 80.0 80.0CLASSIC See Sheet B for design presue 4rit ollam or ows or, LF5 mo ro. FL-8871.5 7 1 OF 8 46 47 41 EXTERIOR 47 41 _ = Ja ViL d a drire _:ti: ;r.: — —• _ ///f/ lll 111 , 2 04FERIOR 5 1 HORIZONTAL CROSS SEC110N 2 _ dLr TYP. 4 } 13 CORNERS OF PANEL d EXTERIOR INTERIOR I o L DETAIL A -A 00 301oo1h slv y 41 00000000 c 0* 00000 00* 00000 47 c 0000000 ' r 44 00000000 118. t. Q o 0 0000000 00000000151' IFn La W0000000. k' 00000000000° a0000000 '% j%/ 45 _ b 0000000Q/1' 00000000000000000000 0000 O T •' N • 00000 U GE 6S 80RGM lL v n u ..00000000000a00000* 0000 28.86%OPEN 2 VERTICAL CROSS SECTION —05 22 08 00000000 0000000AREA MAX. 2 0 N. T.S. d 00000000 0000000an K: 0W5 a 00000* 00 OK a: LF5 ; 0•• 11rq 14s R DEW! A.A POrldt841ho/ cetM FL— W71.5 °a NOTE: WOOD DOOR COMPONENTS: PINE (SG x 0.421 sir -2- or e p" TYP. 4 CORNERS OF PANEL L DETAII A -A J 4 Rbercladc o OEfAfI A•A Pone) trMacertienf INTERIOR 1 HORIZONTAL CROSS SECTION 3 i li IIII WOOD DOOR COMPONEMS: PINE (SG - 0.411 EXTERIOR INTERIOR 2w 2 VERTICAL CROSS SECTION 3 Sa 0 4b c n oZ onO C R 9aaag n nEJm4 v P I er. ov s en US nro ww, f1-8871.5 n3orJL rs 4 e • • finl ``\ VVVV1111 R e is • m €" 19 INTERIOR 10 ( d e p 4 O' Q• 4 1 18 EXTERIOR 40 14 G > o 60 E P FMB. (MJ O a 0 B A S 3 HORIZONTAL CROSS SECTION B 4 Shown w/Ix we -buck 0. 1S 0.1S r CSINK 10 CSWK 8 9 9 8 . •' 8 ii 10 o era INTERIOR INTERIOR e l ee e s O = O O 7 12 12 40 Fl EXTERIOR EXTERIOR 40 14 WE 05 2 08 16 axe N.T.S. 9 I. 1/`HIN. _jL C 11 60 d0 C E a 0T. OWS m W& ( IYP. 1.1/,CHIN. a¢ un LPS t 1 HORIIOMAL CROSS SECTION 2 HORROMA! CROSS SECTION EMS. IryP J awsm MU c FL- 887 4 ouhwapprn'ed lnpshown - inr#xv 4 - ro am- c abo 4 or g a z-. a E r • • • •e E • a INTERIOR EXTERIVRi ••• • %`````• e• ° i "= ciiJE9maW A CCL S 10 60$ C I = 1a v7 40 _ T 40I a 60 10 8 a 60 10 9 E •' o 18.3 EXTERIOR INTERIOR EXTERIOR INTERIOR 1 VERTICAL CROSS SECTION 3 VERTICAL CROSS SECTION 2 VERTICAL CROSS SECTION S Whwh g canfl wafbn x 5 O.Uwhg shown . $ 5hown w/1X wboia See gesnee rpd1 roia sheet 1 i a agocpprcvEd forliVFQ•water54 t, n 25 nrequtemen 4 0 EXTERIOR INTERIOR EXTERIOR INTERIOR n v O O INTERIOR EXTERIOR 6 60 60 - - i 1 eA a at2737 4 10 60 E v o a v % • ' v. v • 115 22,.M 4 VERTICAL CROSS SECTION S VERTICAL CROSS SE ON 6 VERTICAL CROSS SECTION S D—N canflguation Qj mmm =nA dion 5 Oufs-v eoavuiown aue o raa see general rotes fheet 1 see ggenercd notes sheaf I see genad notd, sleet I tw'NVHZ'vatertntltrofbn ra•NVNrwoterinflhatbn for wolerciNHtraflon —687f.s o requiements requhments mtkamenn MW _L OF J 1. r TYP. HEAD & M/SONRYJ JAMBS OPENING cc Er fq 2X SUCK--, BUCK ANCHORING CONCRETE ANCHOR NOTES: 1. Concrete anchor jacatIon; at the comers may be adjusted to maintain the min. edge distance to martoridints. I Concrete anchor locations noted as 'MAX. ON CENTER" must be adjusted to maintain the mirL edge dblance to mortar joints. additional concrete anchors may be required to enswe the 'MAX ON CENTER' dimension are not exceeded. 1 Concrete anchor fable. V10 Mer: Y j to 6II O TYP. HEAD & E t 9 MASONRY OPENING JAMB$ ct I34 tqZ9 FRAME-/ 2XBUCK i A NNGEJAMB FRAME M, 2X 00kc.W N p MfN. MIN.- CLEWNCE- A:k6ldk-_ 1 0 ANCHORT,: 9MBEDMENT! TPADJAC41Y1. 7.. EDGE''ANCHOR 11W ETAPCON* 114' 1-114" r 4- ELCO 114" 1. 4" LTRACON' U TWOODSCREW INSTALLAWly 14UItX 1. Maintain a minirmorn 5fir edge distance. I' end distance, & l'o-C. SPccIlV Of I woodscrewstopreventthespfttihgofwood. WNGE DETAIL JVM JAMS LATCH a nuosou vErAn L- N. T.S. W. DWS rn LFS WC ND_ FL-81171. 5 T-Lar- L I A. o". 0". G! 10931 ppoA TYP. HEAD o .•......... JAMBS MASONRY J OPENING CL 0 17 FRAME T L 17 14 C, Ix Boat gl d it J. MXH MOBOU DOM. LJW Z 0 HINGE JAMB SMKF JAMB 11 RJR.- ANCHORNOIm 1. Wtmeanch 'rbcatbn- at Me camas may be acWod to nwhtdn the ati. ctomWWIChAL mmorlyMFRAME MOM"on 12 w fill wig d edge distance I concrete - Kfic bewima notedcu Imo. ON C04W mull be c4usfed to 12 2wah ft aft edge dWWK@ to nwrtoriMtz cddftxg co x-fe -wh- nW be rmftd 10 SMM the 7AA.X. 014 CBQW dhIGAWn OM not GXC89d@d 3. Coi to le crw)w ICUO: MK-CLEARANCE-. Myt.'-,C NCE f q 12 IANCHOIL cat 5122108 wKe N.T.S. TAPCON* RW r MINCEWA(L on ft Dws VIC r CHL enLn gum= NaLl. ci FL-aB71.5WOODSCREWIATIONNOFM W edge =4=6. V endcWom-a & 11 oc. 4xidfv of wood SOWAn tO prevent MeVifffiV Of W-d Z- - -IL Blll OF MATERIALSREMDESCRIPTIONMATERIAL A 1 X BUCK SG >= 0.55 WOOD B 2X BUCK SG >= 0.55 WOOD C MAX 1 /4' $HIM SPACE WOOD D 1 /4' X 2-W4' PFH ELCO OR ITW CONCRETE SCREW STEEL E MASONRY - UW PSI MIN. CONCRETE CONFORMING TO ACI301ORHOLLOWBLOCKCONFORMINGTOASTMC90 CONCRETE G 3/16' X 3-1/4' PFH ITW CONCRETE SCREW STD J 1 /4' X 33/4' PFH TTW CONCRETE SCREW STEEL L. N 10 X 2-l/F' PFH WOOD SCREW 1.I5- MIN. EMBEDMENT STEEL 1 INSWING ADJUSTABLE THRESHOLD 6300AJ ALUM./WOOD 2 INSWING THRESHOLD (WOOMP51 ALUMJCOMP. 3 INSWING SELF ADJUST THERMAL BREAK THRESHOLD ISP30M ALUMJCOMP. 4 OUISWING COASTAL THRESHOLD AWMJWOOD 5 Ol TSWING STANDARD THRE5HOLD ALUM./WOOD 6 INSWING THRESHOLD ALUMJCOMP. 7 DOOR BOTTOM SWEEP VINYL 8 JAMB FIN SG >= 0.42 WOOD 9 JAMB O SG - a42 WOOD 10 WEATHERSTRIP FOAM II HINGE STD 12 1110 X 3/C PFH SCREW SEER 13 A9 X 3" PFH WOOD SCREW sm 14 LATCH STRIKE PLATE STEEL 15 SECURITY STRIKE PLATE STEEL 16 08 X 2-1/2' PFH SCREW STEEL 17 A8 X 3/4' PFH SCREW STEEL 18 KWIKSET SERIES PASSAGE LOCK SfEEI 19 KWIKSET SERIES DEADBOLT 660 STEl3 40 SMOOTH STAR DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS 41 DOOR SKIN 0A77 THK 1510001H STAR = 6.000 PSI MIN. RBERGLASS 42 1 TOP RAIL ISMOOTH STAR COMP. 43 1 LOCK STILE(SMOOTH STAR WOOD/LVL 44 HINGE STILE SMOOTH STAR WOOD 45 BOTTOM RAIL(SMOOTH STARI COmp• 46 PANEL REINFORCEMENT 000 THK SMOOTH STARI STM 47 FOAM CORE POLYURETHANE 60 FIBER CLASSIC DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS 61 DOOR SKIN 0.13T THK. FIBER CLASSIC = 6A00 PSI MIN. RBERGLASS 62 TOP RAIL IFIBER CLASSIC COMP. 63 LOCK STILE RBER CLASSIC WOODAVL 64 HINGE STILE RBERCLASSIC WOOD 65 BOTTOM RAIL FIBER CLASSIC COMP. 66 PANEL REINFORCEMENT 0.023' THI FIBER CLASSICI STEEL 67 FOAM CORE I POLYURETHANE 1 1lTRES o o4aable a noon 4s^*v S7S 4 r I Tn S O.= fk nckud 49 ri1 II 6 lD V-Jhw*V_ MAX. DESIGN PRESSURE = t/• 50 PSF M. wr. FL-8871.5 v-6 Florida Building Code Online https://www.Iloridabuilding.org/prlpr app_dti.aspx?param=wGEVX.., rP - i r DaFR ND(rE ADO'Jt ITJF DDVR blGlllDh9 LG'trAGr bO R aCIS Home I Log In 1 User RegW,albn ' Not Topics I Submit Swcharga I Stats S Facts op r ' Product Approval It USER: Pubk User Pi Wiwi Atimoval Mena > PmQuLrp lppV pftrLSxaNh > AppltelbAUSI > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/ Email Authorized Signature Technical Representative Address/Phone/ Email Quality Assurance Representative Address/Phone/ Email Category Subcategory Compliance Method FL15332-R4 Revision 2017 Approved MI Windows and Doors 650 West Market Street Gratz, PA 17030 717)365- 3300 Ex17.560 bsitlinger@miwd.com Brent Sltlinger bsiUinger@miwd.com Exterior Doors Sliding Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Luis Roberto Lomas the Evaluation Report Florida License PE-62514 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Steven M. Ur1ch, PE Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Validation Checklist - Hardcopy Received F415337,_R4 CQI FLCO1.Rdj Standard AAMA/ WDMA/ CSA 101/I.S.2/A440 Year 2008 1 of 4/15/2018,5:03I'm Florida Building Code Online hops://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVX... Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 08/11/2017 08/13/2017 08/15/2017 10/10/2017 Summary of Products FL* Model, Number or Name 15332.1 SERIES 420 ALUMINUM SGO Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS- 15332.2 SERIES 420 ALUMINUM SGD Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS i15332.3 SERIES 420 ALUMINUM SGD REINFORCED Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS I- ... 15332.4 Desviption , -- — --- - - .- - -- ISERIES 420 ALUMINUM SGD OXO 145-3/4"x80" NON- IREINFORCED -_ - - - IIIII Installation Instructions FL15332 R4 11 08-0050oE.odf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FLI 3?_Rj4 AE 5108Q7%pff Created by Independent Third Party_ Yes _- -- SERIES 420 ALUMINUM SGD OX, XO, XX 96"x80' NOW Installation Instructions FL15332 R4 11 0B-00478E,Mlf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL15332 R4 AE_5108051).Qdf Created by independent Third Party: Yes SERIES 420 ALUMINUM SGD REINFORCED OXO 145-3/4"x96" Installation Instructions ELW32-94 11 oB- 2Wf&,pdf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports F115332 R4 AE-512mr-pdf Created by Independent Third Party: Yes SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED OX, XO, XX REINFORCED 96"x96" Limits of Use j Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS 15332.5 I SERIES 420 ALUMINUM SGD REINFORCED Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS iI 15332.6 SERIES 420 REINFORCED 1 ALUMINUM SGD Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Installation Instructions - FL1S332 R4 11 08-02249C.pd Verified By: Luis Roberto Lomas 62514 Created by Independent Third Parry: Yes Evaluation Reports FL15332 R4 A€51,2969C.odf Created by Independent Third Party: Yes SERIES 420 ALUMINUM SGD REINFORCED XXX 343"x96" Installation Instructions - -- - FL15332-R4 It 08-02350 agf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL15332 R4 AE 512970r.01 Created by Independent Third Party: Yes SERIES 420 REINFORCED ALUMINUM SGD OX, XO, XX 96"x96" Installation Instructions -- -- - - - _- FI-15332 R4 11 0$-00999E.odf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes 2 of 3 4/15/2018, 5:03 PM Florida Building Code Online https://www.floridabuildiiig.org/pr/pi_app_dt 1. ispx?paranl=wG E V X. Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN EW5j332 R4 AE 5X0}fQ6D.pdf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.7 SERIES 420 REINFORCED SERIES 420 REINFORCED ALUMINUM SGD OXO 146"x96" I ALUMINUM SGD Limits of Use Installation Instructions Approved for use in HVHZ: No EI. 533Z R4 ll—Q8=005D1E.pdf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R4 E_5101Q§D.20f PRESSURE RATINGS Created by Independent Third Party: Yes 15332.8 SERIES 430/440 ALUMINUM SGD SERIES 430/440 ALUMINUM SGD XXX 143"x80" NOW REINFORCED Limits of Use Installation Instructions _ Approved for use In HVHZ: No EI,15 312 R4 ll 0.8_OUSO;E_pdf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R4 AF-5108U9-D.pdt PRESSURE RATINGS _ Created by Independent Third Party: Yes 15332.9 — I{ SERIES 430/440 REINFORCED SERIES 430/440 REINFORCED ALUMINUM SGD XXX ^— I ALUMINUM SGD 143"x96" Limits of Use Installation Instructions — Approved for use In HVHZ: No EU5332_R4_I!_-0@_0.Q5Q3E,pdf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN fL15332 RRq AE 51081QD.pdf PRESSURE RATINGS Created by Independent Third Party: Yes Bark Near iolltaCLU9 :: Z0q Bah S1om Read. Taaahasue FL32399 Phnne: 850-e87-182e The State of Florlaa Is an AA/EEO employer. CowrtoM 2QQZ-;W!351a1epLEk0a.:: Efkacy_St4tement :: 6GrGSibiLY_SWte=rtt :: PgruDd igilca Gpl Under Florida low, emaa addresses are public records. 9 you do not went your e-mal address released In response to a public -records request, do not send eWronk Mal to this emity. IrStead, Contact the office by phone or try traditional mat 0 you have any questions, please contact 850.487.1395. •Pursuant to Section 455.275(1), Florida Statutes, effective October 1. 2012, licensees licensed under Chapter 455, F.S. must provide the oepartmem with an emal address I they have one. The ernaaa provided may be used for ofikbl communication with the licen m, However emaa addresses are public record. 9 you do not wish to supply o personal address, please provide the Department with an emel address which can be made available to the publt Tb detennane if you are a licensee under Chapter 455, F S., please tack bgrL. Product Approval Accepts: M ® LREM --tars Credit Card Safe. 3 of 3 4/15/2018, 5:03 PM RLVISKM RLV o19CRrMN WE AFFROOM A ADDED F AHM AND TIN INSTALLATION 12/10/13 RL 8 REVISED INSTALLATION OEFAILS 05/03/15 R.L NOTES: I. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH C REVISED INSTILLATION DETAILS 06/21/17 R.L. REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. IX BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL EXTRUDED ALUMINUM 6063-T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 6. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16- OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4'. 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 00 NOT REQUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO - OVERHANG LENGTH/OVERHUNG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8- MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16' TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4- MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A WOOD - MINIMUM SPECIFIC GRAVITY OF G-0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90. GRADE N, TYPE 1 (OR GREATER). SIGNED:06/21/2017 0. METAL STRUCTURE: STEEL 18GA. 33KSI OR ALUMINUM 6063—T5 .048" THICK MINIMUM MI WINDOWSDOORSLLC 1111111I/AIS. APPROVED CONFIGURATIONS: OX. XO, XX, XP, PX, XIP, PIX MARKET 9,p o GRATZ, PA 17030 GEHB SERIES 420 SGO REINFORCED WITHOUT ADAPTER S*• 0 5 t= 96' X 96" t, _— NOTES A ; STATE OF 41 TABLE OF CONTENTS oR.nr: owNa RLv ORIO,•' SHEET NO. DESCRIPTION 08 C IL6\G\``` NOTES SGt[ NTS wR 10/30/13 sNtft 19 OF 10 IO A 2 — 3 ELEVATIONS L ROBERTO LOMAS P E, Luis R. Lomas P.E. 4 — 10 INSTALLATION DETAILS 1AAN1w0R0 am FL No.: 62514 I FF HE 6' MAX 96" MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART #3 FOR NUMBER OF LOCATIONS REQUIRED 17' C. MAX 6' T 17" MAX O.C. I6' IAX AME IGHT 6' MAX 6' MAX SERIES 420 SGD REINFORCED WITHOUT ADAPTER EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING 135.OPSF NON£ SEE CHARTS Of AND d2 FOR OTHER UNITS RATINGS NOTES: 1. MAXIMUM PANEL SIZE: 49 Vr x 95" 2. MAXIMUMD.LO.:4456'r90506' MOUNTED HANDLE SET (99-04.145) AT 3d 3f4' ON CENTER FROM PANEL BO' LLIC TANDEM ROLLERS (99-17-195) AT EACH END OFPAIIEL BOTTOM RAILS JM 0063-TO REINFORCEMENT (6881 AT ALL PANEL INTERLOCKS gEvtslm V 01'SOiRabN a1C APPRq+T,a A ADDEO FLANGE AND FIN INSTALLATION 12/10/13 R.L. B REVISED INSTALLATION OErAILS 08/03/ 15 P.L. C REVISED INSTALLATION DETAILS 00/21/17 R.L. CHARTd1 WHERE 1VATER INFILTRATION RESISTANCE IS REQUIRED. C= AN1TC a euacr r Dori n ptvmly chaff (PA From 5ngm f>atld atd Total Frame vQM (ri) IdOM in) 30.0 eaoo Sao rim 424 64.00 4ao 9a00 Pos Nod Pea INap Pas Ahp Per NapM-1a40.0 56,4 40.0 50.9 40.0 457 40.I bap 40.0 552 40.0 480 40.0 4A0 39.4 39.4 920 40.0 52.4 40.0 45,4 40.0 40.0 37.1 37.1 0a0 40.0 49.6 40.0 431 36.4 35.4 36.0 35.0 CHART 12 WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED. SEE NOTE 9 SHEET I Design pressxe mart OLSO Fame SlnOt TOM and Total Frame Vddth (iV NOON n) Ja0 6am 3a0 7200 4 a 6600 410 saw Pas Nag Pasp Pas Poa Nap64.0 58.4 s6.4 9 a"7 EANV 420 420dap2a0039A39,492051452440.6 37.1 37.1 0a0 49.5 49.0 ll 384 3a4 15.0 3511 CHART 13 Number of sacker focmNons required Rope Sipe Papal and Tout Fame VNdth n) Hews ( tit J0.0 sao Tao no 420 s4.o 46.0 Sao H65 Jfmb HAS I Jamb I HAS I ,lamb HAS Jamb a e 5 9 6 6 9 e daa e s e e a a e 920 6 5 a a a a a Sao e 5 a a a e 6 SIGNED: 0&21/2017 MI WINDOWS AND DOORS LLC 1R I IL i 650 WEST MARKET STREET 5 p J • EN 4'FGRATZ, PA 17030 SERIES 420 SGO REINFORCED WITHOUT ADAPTER k 96" X ELEVATION A M-TAiVO-F- M, SS ,<ak10G`` 01tA1m1 am AO. aEV 08-02249 C sTxc NTS bAR 10/30/13 9'QT2 OF 10 QNA11```\ L. ROBERTO Ld1AS AE t4= WOODFORD RV LEVMVX EAC 27= Luis R. Lomas P.E. FL No.: 6251443e.666.0d09 +IbmetsBkWrAsta4 cam c rw FN HE 96' MAX FRAME WIDTH 1) ANCHOR PER LOCATION AT HEAD & JAMBS SEE CHART 14 FOR NUMBER OF LOCATIONS REQUIRED 6. MAX 17' MAX J r--r O.C. 1 6' MAX 17" MAX O.C. 6' T—, AX 1ME GHT 6' MAX 6' MAX 1 2) ANCHORS PER LOCATION SERIES 420 SGD REINFORCED WITHOUT ADAPTER AT SILL EXTERIOR VIEW SEE CHART 04 FOR NUMBER OF LOCATIONS DESIGN PRESSURE RATING IMPACT RATING REQUIRED t35.0PSF NONE SEE CHARTS Of AND 02 SHEET 2 FOR OTHER UNITS RA TOVGS HARDWARE SCHEDULE FLAT MOUNTED HANOL.E SET (99-04.145) AT 36 34' ON CENTER FROM PANEL BOTTOM METALLIC TANDEM ROLLERS MO.17.195) AT EACH END OF PANEL BOTTOM RAILS IMINUM 6053•TG REINFORCEMENT (BBB) AT ALL PANEL INTERLOCKS REVISON5 Kv OESORPIWN DATE APPROVED A ADDED FLANGE AND FIN WSTALLARON 12/10/13 R.L. 8 REVISED INSTALLATION DETAILS 08/03/15 R.L. C REVISED INSTALLATION DETAILS 06/21/17 R.L. NOTES: r. MAXIMUM PANEL SIZE: 48 b7r 9 r Z M4XIMUA40.L0.:44Wr905(8' CHART I4 Numbs of anchor locedons required SA1pb Pagw and Ta1al Unk Y MXn 01) I nl SOLO 6R0 26.0 1 72.0 42.0 64A 46.0 06.0 HAS I Jamb I H4S I Jamb Has Jamb His Jamb 0 4 6 5 6 0 6 6 6 0&0 4 6 5 6 6 6 6 6 DLO A 6 5 8 6 6 6 6 66.0 4 6 5 6 e e 6 8 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGO REINFORCED WITHOUT ADAPTER 96" X 96" FIN ELEVATION IV.L I 08-02249 I C sC" NTS 104TE 10/30/13 19=3 OF 10 L. R08ERMLQVNS AE 1437 wOMFORD RD LEWLSY&M NC 27a27 434-M-0509 dbmnV"w==.c= SIGNED: 06121/2017 Ny J S 1R II t10/%i CEN8t: 9LP 0„ 61251 t- TAT E OF ;` 0RlO • '` SIVA 1O1IE"G. Luis R. LomasP.E. FL No.: 62514 1/2" MIN. EDGE DISTANCE 1 3/8" MIN. W000 FRAMING OR 2X BUCK EMBE?MENi BY OTHERS 1/4" MAX. SHIM OODtOSCREW SPACE 010 W000 SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR 11 11 11 11 INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISH£$ BYOTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT 8YOTHERS TO BE DESIGNED IN ACCORDANCE MTN ASTM E2I 12 SILL TO BE SET IN A BED OF APPROVED SEALANT MIN. ENT IIN. wvc .naTANCE Mms101a ocsCArwm OAN A ADOEO FLANGE AND FIN INSTALLATION 12/10/13 R.L RMED INSTALLATION OETNLS 08/03/15 R.L. RCASEO INSTALLATION OETAILS 06/21/17 R.L. 1 3/8" MIN. 1/4' MAX. EMBEDMENT r SHIM SPACE 1— I INTERIOR 1/2" MIN. EDGE DISTANCE 11 11 — — 1 4F I; 10 WOOD SCREWREW J EXTE W000 FRAMING JAMB INSTALLATION DETAIL OR 2X BUCK WOOD FRAMING OR 2X BUCK INSTALLATION BY OTHERS SIGNED: 06&1/2017 MI WINDOWS AND DOORS LLC 0111111III, 650 WEST MARKET STREET J 5 RE(VO 9/'iGRATZ. PA 17030sF AP SERIES 420 SGO REINFORCED WITHOUT ADAPTER 0 51 + 99 FRAME INSTALLATION DETAILS LLLATIOOTAT ON E ;W DRUM. awc No. 08- 02249 IREV CL1;\`; scara1cyQ1NTS10/30/13 4 OF 10 QNA L ROBERTO LOU" P.E. r- 37 WOOOFORD RO LEN75VILLE NC 27029 s7s685409 mm Luis R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS 1/2' MIN. EDGE DISTANCE 1 /4' MAX. B r SHIM SPACE 110 SMS OR SELF DRILLING SCREW EXTERIOR 11 11 11 11 INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT p10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLAT*01V NOTES. 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARRY. 2. PERIMETER AND JOINTSEALANT BYOTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 T- 1/2' MIN. EDGE DISTANCE 110 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS R Rlv o[soRpnm DATE Arwamm A ADDED FLANGE AND RN INSTALLATION 12/10/13 R.L. B REVISED INSTALLATION DETAILS 08/03/15 R.L. C REVISED INSTALLATION DETAILS 05/21/17 R.L. 1/4' MAX. r SHIM SPACE JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLAT0V SIGNED: 0612112017 MI WINDOWS AND DOORS LLC R "L'o, REETN,p'9si' 650 WEST GRATZ,MPA 17030ET SERIES 420 SGO REINFORCED WITHOUT ADAPTER A • 0 5jK * = 9X 96' FRAME INSTALLATION DETAILS TAT OF ORAM ORaRD. REV iO•0RICP V. L 06-0022249 C i /O OMA 11E11G• DATENTS10/30/13 5 OF 10 L RCOEMO LAMS P.E I' M WOODFORD RD LEN7SVILLE. AC 27= Luis R. Lomas P.E. FL No.: 62514 4$0- weans ,4 =wkt n vc= 4. 1 1/2' MIN 1' MIN. SEPARATION EDGE DISTANCE a 1 1/4' MIN. n• EMBEDMENT CONCRETE/ MASONRY 1/4" MAX. BY OTHERS SHIM SPACE OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16' TAPCON 3/16' TAPCON MASONRY/ CONCRETE BY OTHERS EXTERIOR I I I( I I I INTERIOR SILL TO IN OF APPEROVEDESSEALANT a .• r 1 1/4' MIN. EMBEDMENTa'' . • BEDMENT 2 7/8' MIN V MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETE4AASONRYWSTALLATION 1 1/4' MIN. EMBEDMENT MIN. EDGE DISTANCE MIN .: SEPARATION W DESCOPNOH wn: APRMID A AD= FLANGE ANO FIN wSTALuncm 12/10/13 R.L B REVISED INSTALLATION OETNLS 08/03/15 ILL. C REVISED INSTALLATION DETAILS I OB/21/17 R.L. 1 /4' MAX. I SHIM SPACE INTERIOR PC3/16' TAON EXTERIOR CONCRETE/MASONRY BY OTHERS JAMB INSTALLATION DETAIL CONCRETE AL4SONRYWSTALLATION OPTIONAL IX BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES: 1. INTERIOR AND EXTERIOR FINISHES, 8YOTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED 1NAL:CO110ANCE WITHASTM F2112 SIGNED: 062112017 MI WINDOWS AND DOORS LLC x111111111I1, 9650WESTMARKETSTREETCELoGRATZ. PA 17030 SERIES 420 SGO REINFORCED WITHOUT ADAPTER 0 6 a B+* = 9TA X 9OFRAMEINSTALLATION DETAILS TAT OFOrE ;4ywz aRra rtiT6, FSS'ORIO 08-02249avC- cuc wn artclNTS10/30/13 6 OF 10 1 NAj1E``\ L ROBERTO LOWS AE 14T7 N°0°F*W R0 LENISVALE NC 270M Luis R. Lomas P.E. FL No.: 625146i••6".0 09 91ns1 IbnuaYll ow 1/2" MIN. EDGE DISTANCE WOOD FRAMING 1 3/8' MIN. OR 2X BUCK EMBEDMENT BY OTHERS 1 /4" MAX. SHIM SPACE 10 WOOD SCREWS EXTERIOR ILU L-U INTERIOR rO BE SET IN OF NED SEALANT a10 WOOD SCREW WOOD FRAMING OR 2X SUCH BY OTHERS MIN. VENT cwc .wwc VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTAUATTON NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY07HERS. NOT SNOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1 3/8" MIN. EMBEDMENT 1 1/2' MIN. EDGE DISTANCE 10 WOOD SCREWS WOOD FRAMING OR 2X BUCK BY OTHERS MrAson 0ER7prom MiE APPWVW ADDED FLANGE AND nN WSTALLATKIN 12/10/13 R.L. REVISED INSTALLATION DETAILS 08/03/15 P.L. REVISED INSTALLATION DETAILS 06/21/17 R.L. 1/4' MAX. SHIM. SPACE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGO REINFORCED WITHOUT ADAPTER 96" X 96" FLANGE INSTALLATION DETAILS ORWL IW. P V.L. 708-02249 srxE HITS °AW 10/30/13 w'M7 OF 10 L. ROBERTO LO/LS P I4s2 Llt7OOFORO RV LE$l*WLL.E NC 2=1 4764FO§-M 9 /ATmsf'p yoe.aro SIGNED: 0612112017 5111 1 I I ro/,/ i No. EIV' S; TATE OF ; ONA j1Et,\` Luis R. Lomas P.E. FL No.: 62514 1/2" MIN. EDGE DISTANCE METAL STRUCTURE BY OTHERS IO SMS OR SELF ORILUNG SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1 /2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BYOTNE95 Tip BE DESIGNED IN ACCORDANCE WRH AS7M E2112 1/4" MAX. SHIM SPACE 010 SMS OR SELF DRILLING SCREW INTERIOR L TO BE SET IN BED OF PROVED SEALANT 1/2" MIN. EDGE DISTAN( 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS 11- REVGONS FIN oESl7 PIION MTE MPRWm A ADDEO FLANGE AND FIN INSTALLATION 13/10/13 R.L. 8 REVISED INSTALLATION OETNLS 06/03/15 R.L. C REVISED INSTALLATION DETAILS 1 06/21/17 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 0612112017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET o1,111III///// J J? b9GRATZ. PA 17030 GENS SERIES 420 SGO REINFORCED WITHOUT ADAPTER 0 51 + 96" X FLANGE INSTALLATION DETAILS a p TAT OF sv i iP' F olwlw o.o ra iF . CORtO? Qp?N% 08-02249 wlc asNTS 10/30/13 8 OF 10 ILROBERTOLIONSO.E. FAMMOOTCRDRDLEVOSVUENC270ZI Luis R. Lomas P.E. FL No.: 62514AJ.r.61184M d6nwV*tmnq mn k Revlsans 1 1/2" MIN. 1• MIN. lMV CE CRF-,10N OM AFFR M SEPARATION EDGE DISTANCE A ADDED FIANCE ANO FIN INSTALLATION 12/10/13 R.L. B RENSEO INSTALLATION DETAILS 08/03/15 R.L. t C REVISED INSTALLATION DETAILS 06/21/17 R.L. 1 1/4" MIN. CONCRETE/ n• - EMBEDMENT .; EMBEOMENi 1 1/4" MIN. NT MASONRY - EMBEDME BY OTHERS r 1/4' MAX. 1 SHIM SPACE OPTIONAL 1/4" MAX. 1X BUCK r SHIM SPACETOBE PROPERLY MIN.' '•° I INTERIOR SECURED SEE NOTE 3 EDGE SHEET 1 DISTANCE 3/16" TAPCON a ! 3" VEXTERIORINTERIORMIN. SEPARATION SILL TO BE SET IN ° A BED OF 3/16' TAPCON EXTERIOR APPROVED SEALANT 3/16" TAPCON CONCRETE/MASONRY JAMS INSTALLATION DETAIL BY OTHERS CONCRETENAASONRYINSTALLATION MASONRY/ OPTIONAL IX BUCK CONCRETE TO BE PROPERLY BY OTHERS SECURED SEE NOTE 3 SHEET 1 NOTES: 1.IN ERIORAND EXTERIOR RNISHES.BYOTHERS y 1 1 /4' MIN. NOT SHOWN FOR CLARITY. EMBEDMENT a •' BEDMENT 2. PERIkIETER AND JOINT SEALANT BY OTHERS TO BE a • • I DESIGNED IN ACCORDANCE N71H AS7M E21 I2 SIGNED. 0621/2017 iMI WINDOWS AND DOORS LLC Z0 711111111/r/i SEPARATION EOCE•OIMSTANCE 650 WEST MARKET STREET lzJ . I , , I If e5l GRATZ. PA 17030 v, \SE; ,J7 VERTICAL CROSS SECTION SERIES 420 SGO REINFORCED WITHOUT ADAPTER *• 0,.6 5 * = CONCRETEANASONRYINSTALLATKM 96" X 96" FLANGE INSTALLATION DETAILS D, SS TAT OF eu OFA° 1e aMc Mo. RLY 'F•'0 OR1 P• saw aTC 08-* 02r249 C i SS NA`1 LG• NTS 10/30/13 9 OF 10 L. ROBERIC WMAS RE Luis R. Lomas P.E. 143211000FORDRDLEMSKLE. NC 2= FL No.: 62514 ga.Qtn!•0E09 aam AIL WOOD FRAMING r 1/4" MAX BY OTHERS N 1 SHIM SPADE 1 1/4- MIN. EMBEDMENT I APPROVED SEALANT BEHIND FIN I6 WOOD SCREW 7/16" MIN EDGE DISTANCE APPROVED SEALANT BEHIND FIN 8 WOOD SCREW 7/16• MIN EDGE DISTANCE EXTERIOR INTERIOR , u EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR ZX BUCK INSTALLATION 1 1/4' MIN. EMBEDMENT WOOD FRAMING BY OTHERS INTERIOR TRIM 1 /4' MAX. SHIM SPACE INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION FOR SILL INSTALLATION SEE SHEETS 49. REVISIONS RELY OE]CMIDN OAIE APPROVED A ADDED FLANGE AND FW INSTALLATION 12/10/13 ILL 8 REVISED WSIALLATION DETAILS 08/03/13 R.L C REM O INSTALLATION DETAILS 06/21/17 R.L. 1 5/8• MIN. EDGE GIST. a TRIM MIN. INTERIOR EMBEDMENT MASONRY/CONCRETE BY OTHERS 1X BUCK BY OTHERS, HOOK STRIP 1X BUCK TO BE PROPERLY SECURED L TATAPCON EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRY7CONCRETE 1/2• MIN. METAL STRUCTURE 1/2• MIN. EDGE BY OTHERS EDGE DISTANCEDISTANCE TRIM INTERIOR 1 3/e• MIN. EMBEDMENT HOOK STRIP I J 10 SELF DRILLING HOOK STRIP f SCREW W000 Li PANEL SCREW EXTERIOR INTERLOCK EXTERIOR PANEL INTERLOCK NOOK STRIP INSTALLATION METAL 5MUC7URE HOOK STRIP INSTALLATION SIGNED. 0612112017 2X BUCKWOOD FRAMING MI WINDOWS AND BOORS LLC II111II/I,/, 650 WEST MARKET STREET N- \? R • L D4f G EN yGRATZ, PA 17030 s SERIES 420 SGO REINFORCED WITHOUT ADAPTER D 96" X 96" NAILFIN & HOOK IMSTALLATION DETAILS" NOTES: ii pR10? G!'6'1. ORAne o110 Ro acv INTERIOR AND EXTERIOR NOT SHOWN FOACLARl11: FINISHES. BY OTHERS. 08 0022249 C 40NAj1S 2.PERIMETERRAND JOWTSEALANFBYOTNERSTOBE NTS MT[ 10/30/13 10 OF 10 DESIGNED IN ACCORDANCE MTN AS TM M 12 L ROBFRTO LOMAS P.E. LV13 R. Loma3 P.E. 14MWOODFORDRDLE%7SVXM AC 270M 434 yM y yN FL No.: 62514 Florida Building Code Online https://www.11oridabuilding.org/pr/pi app_dtl.aspx?param=wGEVX... t Regulation rWmrarcalaf BCIS Home I In 1 User Rephlralion I Hot Topim I S.Wt Surcharge Sta1S a Fat15 ( PulrlkaloM I FBC Staff I BCIS She Map I Lb*s I SearchProdI re USER:uub Approval USER: Public User r rL:. Mob > Awl-Inal.6t > AppOolion Dotal FL # FL1S279-R5 Application type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/ Phone/Email Authorized Signature Technical Representative Address/ Phone/Email Quality Assurance Representative Address/ Phone/Email Category Subcategory reapply 11/28/17 acipay Building Products Company 8585 Duke Blvd. Mason, OH 45040 513) 770-6062 mwesterfield@dopay. com Scott Hamilton shamilton@clopay. com Exterior Doors Sectional Exterior Door Assemblies Compliance Method Certification Mark or Usting Certification Agency Intertek Testing Services NA, Inc. Validated By Gary Pfuehler Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year ANSI/ DASMA 108 2005 ANSI/ DASMA115 2005 ASTM E2886 2002 ASTM E1996 2002 ASTM F330 2002 Equivalence of Product Standards Certified By Florida Ucensed Professional Engineer or Architect FL15279 RS Eagiy20370809 - FBC - DASMA 108 equlv.Rof FLIS279 RS Fouly 20t70809 - FBC - DASMA 115 eaulv,Qdf I of 7 4/ 15/2018, 5:17 PM Florida Building Code Online hops://www.11oridabuildilig.org/pr/pr_app dtl.aspx?palani=wGL'•VX..., Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option A 08/10/2017 11/29/2017 12/05/2017 Summary of Products Go to Page i FL it - ^ Model, Number or Name ' 15279.1 001 W3-09 DSIE-1A171; 2050, 2051, 2053, 4050, 4051, 4053, 62, 64, 65, 62G, 62LG, 64G, SDP38, SFL38, SRP38, 134, 135, 136, 6130, 6131, 6133 - ---_- Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-20 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for wlndbome debris regions. The product without glazing DOES comply with the Impact resistant requirement for windborne debris regions (ref 2609.1.4 FBC). 15279.2 002 W3-09 DSIE-1A471: GDiSP, GR1SP, GD1LP, GRILP, AR1SP, AR1LP, ED1SR ED1LR 4132, 2132, 6132, SFC38, MFC38 Limits of UseA- 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), 0 0 Page I/ B O m 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) WiNDCODE® W3 Garage Door Certification Agency Certificate FL15279 R_5 CCAC gtt,el wjth pL9pf_p S9ntCflCt 640 DCo91 pf ID5pectlon,pd( FU5279 R5 CCA_C w3 Ustl-_ng_.Intertek.pol Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions F-1d.5279__R5_II101655-Rev12, odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Gallery/Artistry/Expressions: 1-3/8" Double -skin Insulated EPS (exterior skin 27 ga. min.; Interior skin 27 ga. min.) Single -Car (up to 9'0" wide) WINDCODE® W3 Garage Door Certification Agency Certificate I EL13279 R C 4 Le tier wikh Proof of contract -and pLgg 91115R2GtL2D,RJi! f 279 RS C G4C W3 Uslina Litertek.odj Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions F•L15279 R5_JL1Q3952_L9Y0J I1df Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by independent Third Party: 15279.3 003 W3-09 DSIU-1A17l, 9130, Double -skin Insulated PUR (exterior skin 27 ga. min.; 9131, 9133, HDP13, IiDPF13, Interior skin 27 ga. min.) Single -Car (up to 9'0' wide) HDPL13, 7130, 7131, 7133, 8130, WINDCODE@ W3 Garage Door 8231,8133 fi Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FiI- 2579RACCACLetterwithproofofsop(r &_tnAp0of Approved for use outside HVHZ: Yes pL IaspeSll2,pdj Impact Resistant: N/A FL15279 R5 r r C W3 Lls[Ing intertek.p f Design Pressure: +20 PSF/-20 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FL15279 R5 Il 1041L5-ReyQ1.p0( 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: 15279.4 004 W3-16 DSIE-1A171: 2050, 1-3/8" Double -skin Insulated EPS (exterior skin 27 ga. min.; 2051, 2053, 4050, 4051, 4053, 62, Interior skin 29 ga. min.) Double -Car (97" to 16'0" wide) 64, 65, 62G, 62LG, 64G, SDP38, WINDCODE® W3 Garage Door SFL38, SRP38, 134, 135, 136, 6130, 6131, 6133 2 of 7 4/ 15/2018, 5:17 PM Florida Building Code Online https:/hvww.floridebuilding.org/pr/pr_app dtl.aspx?param=wGEVX... Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +ZO PSF/-21 PSF Otheri 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 I comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 15279.5 005 W3-16 DSIE-IA471: GD1SP, GR15P, GD1LP, GR1LP, ARISP, AR1LR ED1SP, ED1LP, 4132, 2132, 6132, SFC38, MFC38 Limits of Use _-- - -- - •' - -_ -- _ Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-21 PSF Other. The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windbome debris regions (ref 1609.1.4 FBC). 15279.6 006 W3-16 DSIU-1A171: 9130, 9131. 9133, HDP13, HDPF13, HDPL13, 7130, 7131, 7133, 8130, 8131, 8133 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-21 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the Impact resistant requirement for windbome debris regions. The product without glazing DOES comply with the Impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). r - --- - ---- --- - 15279.7 007 W3-16 PAN-21`153: 73, 1500, 75, 190, 84A, 94, 42, 48, 55, 420, 485, 55S, 4RST, 6RST, 4RSF, 6RSF Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-21 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the Impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the Impact resistant requirement for windborne debris regions (ref 1609.2.4 FBC). 15279.8 008 W4-09 DSIE-1F171: 4300, 4301, 4310, 4400, 4401, HDG, HDGL, HDGF, 66, 66G, 67, 67G, 68, SP200, SF200, SE200, 6200, 6201, 6203 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +28 PSF/-29 PSF Other: The OPTIONAL glazing available for this product Certification Agency Certificate FLIS279 R5 C CAC Letter with proof of contract and proof of lnsoectlon.pdf FL15279 R5 C CAC W3 Usti ng Inter e)e ,per Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R5 11 101939-Rev13.Rdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Gallery/Artistry/Expressions: 1-3/8" Double -skin Insulated EPS (exterior skin 27 ga. min.; Interior skin 27 ga. min.) Double -Car (9'2" up to 16'0' wide) WINDCODE® W3 Garage Door Certification Agency Certificate F,S15.%79 RS C_9_A l vttcYf_ith 12--mpf_ILr smiliraci an -prggf q n a on. d FLIS279 R5 C CAC W3 Listing Intertek.p!rl Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R5 11 I04028-RevOI t?SL! Verified BY: lntertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Double -skin Insulated PUR (exterior skln 27 ga. min.; interior skin 27 ga. min.) Double -Car (9'2' to 16'0' wide) WINDCODEO W3 Garage Door Certification Agency Certificate W5279 R5 C CAAg Letter with proof of contract and prop 9fJDSp2.L.UR0.i2tlr FL25279 R5 C CAC W3 Listina lntertek.Ddf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R5 11 ID4.168-RevOl.pol Verified By: lntertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'0' wide) WINDCODEp W3 Garage Door Certification Agency Certificate FL]R72 R C CAt_Letter with Dmof of. cv&..oSt md_RaW gf.1P5Q=Q0,114f FLI-5279-B$-C-CAr-W3_ListLogJ otertsk,Rdf Quality Assurance Contract Expiration Date 05/22/2020 Installation Instructions FLIS279 KS 11 101308-Revl2,RW Verified By: lntertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 2" Double -skin Insulated EPS (exterior skin 27 ga. min.; Interior skin 27 ga. min.) Single -Car (up to 9'0" wide) WINDCODEp W4 Garage Door Certification Agency Certificate _ - - FL1527.9 CLeeAg witltp ggf c[S9_nt_Wj and RrQQf irf ilLil2M11J.R! FLIS279 RS C CAC w4 LIStft ntertek.pdf Quality Assurance Contract Expiration Date 05/ 22/2028 3 of 4/15/2018, 5:17 PM Florida Building Code Online https:Hwww.floridabuilding.org/pr/pr_app dtl.aspx?param=wGCVX..., meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for t windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 115279.9 1 009 W4-09 DSIE-1F471: GD2SP, GR2SP, GD2LP, GRZLP, ARM, I I ARZLP, ED2SP, ED2LP, 4302, HDGC, 6202, SFC68, MFC68 Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +ZB PSF/-7.9 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. Installation Instructions FL15279 R5 11 01652=B=RevMpdf Verified By: Intertek'resting Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Gallery/ArUslry/Expressions: 2" Double -skin Insulated EPS exterior skin 27 ga. min.; interior skin 27 ga. min.) Single - Car (up to 9'0" wide) WINDCODE@ W4 Garage Door Certification Agency Certificate ~' T FU5279 R5_C_CAC_4[ter w th p L contract and Droor of Inspection.pdf E S279 RS C C6_C_W4_Usting_lntcrtek.pdf Quality Assurance Contract Expiration Date 05/22/2028 Installation Instructions Ft,1,S27 9_ R5_11 10396Q:D-Rev02.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports r Created by Independent Third Party: 15279.10 010 W4-09 DSIU-1F172: 9200, Double -skin Insulated PUR (exterior skin 27 ga. min.; 9201, 9203, HDP20, HDPF20, Interior skin 27 ga. min.) Single -Car (up to 9'0" wide) HDPL20, 7200, 72U1, 7203, 820U, WINDCODE® W4 Garage Door 8201,8203 Y '~ Limits of Use Certification Agency Certificate Approved for use in HVHZ: No EU5i?79Jt5 CCA.C_Letter with.proof of ccntCact and_proof Approved for use outside HVHZ: Yes ofin5pection.pdf Impact Resistant: N/A FUS279 RS C CAC W4 Listing Intertigg;gd_f 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 ELI5279 95 11 30MB1:_RgDWRSf_ windbome debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. comply with the impact resistant requirement for windborne Created by Independent Third Party: debris regions (ref 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: 15279.11 1011 W4-09 DSIUO-1K479: Canyon Ridge/Brookstone Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +28 PSF/-29 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but r DOES NOT meet the Impact resistant requirement for windborne debris regions. The product without glazing DOES 1 comply with the Impact resistant requirement for windborne debris r egions (ref 1609.1.4 FBC). 15279.12 1012 W4-09 PAN-21FI51: 73, 1500, 75, 190, 84A, 94, 76, 42, 48, 55, 420, 480, 55S, 4RS7; 6RST, 4RSF, 6RSF, ZRST, GD55, GD55V, GR5S, GRSSV, AR55, ARSSV, EDSS, 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. Double Skin Insulated PUR (exterior skin 27 ga. min.; Interior skin 27ga. min.) with Overlay Single -Car (up to 9'0" wide) WINDCODE% W4 Garage Door Certification Agency Certificate i-5379 R5S_CAC-L&=-IttLpLooLoLcoetoctand_Droof 9finspectloJLpdf FLI.527-9RS C_C9C-W-4_Usting_Intertek.pdf. Quality Assurance Contract Expiration Date 05/ 21/2028 Installation Instructions F4i5. 279 R$ 11 104455-RevOl.Ddf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by independent Third Party: Steel Pan (min. 25 ga.) Single -Car (up to 9'0" wide) WINDCODE® W4 Garage Door Certification Agency Certificate 1t FL15279 R5 C CAC Letter with proof of contract and proof ; of inspection.pdf FL15279_ t5 C CA W4 L3lmg Intq tgk.pti1 Quality Assurance Contract Expiration Date 05/ 21/2028 Installation Instructions FL15279_ R5_Il 300159-B-Reo6.pdr 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 https://www. floridabu i lding.org/pr/pr_app_di l.aspx?param=wG EVX... ISZ79.13 1013 W4-09 PAN-21`441 G4S, GS4, G41., GL4, GD4S, GD4L, G114S, GR4L, G4SV, GS4V, G4LV, GL4V, GD4SV, GD4LV, GR4SV, GR4LV, E4S, E4L, ED4S, ED4L, E4SV, E4LV, ED4SV, ED4LV, SS4, SL4, AR4S, AR4L, 554V, SL4V, AR4SV, AR4LV I 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 windbome debris regions. 15279.14 014 W4-09 SPO-2F449: Grand Harbor, Stone -Manor - -- Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +25 PSF/-32 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the Impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). Gallery/Artistry/Expressions: Steel Pan (min. 24 ga.) Single - Car (up to 9'0" wide) WINDCODEO W4 Garage Door Certification Agency Certificate _ - EW279 R5 C CAC Letter wi(h_gI90f.pf GQntfE4t and proof gf illspet:t!o0,pdf 2Z2R5_C_CA_C VL4-4s1Ln9Intert€k,gslf Quality Assurance Contract Expiration Date 05/ 21/2028 Installation Instructions EU527. 9-R5_11-1034.0LU-Rev. .adf Verined By: lntertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Steel Pan (min. 24 ga.) with Overlay Single -Car (up to 9' 0'wide) WINDCODE® W4 Garage Door --- Certification Agency Certificate FL15279 RS C CAr Lg44?LWlth proof of corttlatt n proof of In e t n 00f FL15279 R5 C C,ACW4 LIting Intertek.pdf Quality Assurance Contract Expiration Date 05/ 21/2028 Installation Instructions lJ US279R5Il103549-RevO(,pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279. iS - 015 W4-16 DSIE-1F171: 4300, 2" Double -skin Insulated EPS (exterior skin 27 ga. min.; 4301, 4310, 4400, 4401, HOG, Interior skin 27 ga. min.) Double -Car (92" to 16'0" wide) HDGL, HDGF, 66, 66G, 67, 67G, 68, WINDCODEO W4 Garage Door SP200, SF200, SE200, 6200, 6201, 6203 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No I W-5. 79 R5-C CAC Letter with proof of contract aI proof Approved for use outside HVHZ: Yes of In pection.ggff Impact Resistant: No F ]9 RS C CAC W4 LlstinD lntertek.Ddf Design Pressure: +25.5 PSF/-25.5 PSF Quality Assurance Contract Expiration Date j Other: The standard glazing available for this product 05/21/2028 I meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the Impact resistant requirement for FL15279 R5 11 1D1481-B-Rev13.pd( windborne debris regions. Verified By: lntertek Testing 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, AR2SP, (exterior skin 27 ga. min.; Interior skin 27 ga. min.) Double- AR2LP, ED25P, ED2LP, 4302, HDGL, Car (9'2" up to 16'D" wide) WINDCODEO W4 Garage Door 6202, SFC68, MFC68 Limits of Use Certification Agency Certificate Approved for use In HVHZ: No &I5;79 R5 C CAC Letter with proo of ntra an _pryQf Approved for use outside HVHZ: Yes of mspection.pdf Impact Resistant: No FLI5279 R5 C CAC W4 UstinaJ_ tgrtek.o& Design Pressure: +25.5 PSF/-25.5 PSF I Quality Assurance Contract Expiration Date Other: The standard glazing available for this product { 05/21/2028 i meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the Impact resistant requirement for FL15279 R5 ll 104029-0-R4v-Q3,p t windborne debris regions. Verified By: lntertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279. 17 017 W4-16 DSlEO-1F479 Double Skin Insulated EPS (exterior skin 27 ga. min.; Interior Coachman/ Settlers/Affinity skin 279a. min.) with Overlay Double -Car (up to 16'0" wide) WINDCODE® W4 Garage Door 5 of 7 4/15/201 R, 5:17 PM Florida Building Cude Online https://www.noridabuilding.org/pr/pr_app_dtl.aspx?parain=wGEVX... , Limits of Use Certification Agency Certificate Approved for use in HVMZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +25 PSF/-25 PSF Others 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). FLI5Z79 R5_C CACLetter with proof of contract and Proof of Insoection.pdf FL15279 RS SA W4 Ustlno lD-ter3t;k.pdf Quality Assurance Contract Expiration Date J05/23/2028 Installation Instructions Fl.(,5279_R5 1I.0304G_R vg 07.pd[ Verified By: Intertek Testing Services NA, Inc. Created by independent Third Party: Evaluation Reports Created by Independent Third Patty: 15279.18 018 W4-16 DSIU-1F171: 9200, Double -skin insulated PUR (exterior skin 27 ga. min.; — 9201, 9203, HDP20, HDPI 1III Interior skin 27 ga. min.) Double -Car (9'2" to 16'0" wide) I HDPL20, 7200, 7201, 72C 8200, f WINDCODE® W4 Garage Door 8201, 8203 omits or use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +25.5 PSF/-25.5 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for wlndbome debris regions. The product without glazing DOES comply with the Impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 15279.19 019 W4-16 DSIUO-1K479: CanyonIRidge/Brookstone Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure. +25.5 PSF/-25.5 PSF Other: The OPTIONAL glazing available for this product 1 meets the wind load requirements of the building code but DOES NOT meet the Impact resistant requirement for witdbome debris regions. The product without glazing DOES comply with the impact resistant requirement for windbome debris regions (ref 1609.1.4 FBC). 15279.20 020 W4-16 PAN-21`153: 73, 1500, 75, 190, 84A, 94, 42, 48, 55, 4RST, 6RST, 4RSF, 6RSF, GDSS, GDSSV, GRSS, GR5SV, ARSS, ARSSV, EDSS, ED5SV Limits of Use ------- •-_-• - -.- -- .-. Approved for use In HVHZ: No Approved for use outside HVHZ: Yes 1 Impact Resistant: No Design Pressure: +24 PSF/-24.5 PSF Other: The standard glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. Go to Page - -- • -- --'- _-- Certification Agency Certificate LU5 9 R5 C_CAC_Lellef Wltb_pCoof.oT contrgGt_and p qgr of Inspecllonpdf FLI5279_R5 C CAC_w4_Usting lntertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R5 11 1041G9-Re__9 pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Double Skin Insulated PUR (exterior skin 27 ga. min.; interior skin 27go. min.) with Overlay Double -Car (9'2" to 16'0" wide) WINDCODE@ W4 Garage Door Certification Agency Certificate F415279 R5 C CAI Leiter wf of contract and proof I of Inspection .pdf FU5279 R5 CSC W4 Listing lnte!jCk,p0f I Quality Assurance Contract Expiration Date ' 05/21/2028 Installation Instructions FL15279 R5 11 104457-Rcv02.p_df Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'0' wide) WINDCODE® W4 Garage Door Certification Agency Certificate s 5_2?9 RSGCdC LCtteLt pro9LofS2DtrdGt_d d_pLOO[ of lnspetLorapdt FL? 5Z7-9 R5_CCAC_tN4_List!ng-lLitectek,pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions F115 ZZ9 _R5JU0.LZ11_8_Rev.1! .pd( Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 0 Pagel/80 Beds Iert L tfjM;A A :: Udt,l ft Stane.8R9.]itlbGenee FI »ae9 atone L%LjAr-ieza Tim State of Fbrkta is on ayEEO empbyer. CoRyllgh1.3D07-yli$lale9Lbtg3 :: _"pCy-5liilement :: Accessbililly Statement:: Refund Statement Under Fbrlds law, email addresses are pubbc records. If you do not want your o-mad address released n response to a pubat-records request, do not send elecuont 6 of 7 4/ 15/2018. 5:17 I'M Florida Building Code Online https://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGFVX... mail to this entity. Instead, contact the once by phone or Ivy traditional mall. IF you have any questions, please contact 050.487.1395. 'Pursuant to Section e55.275(1), Florida Statutes, effective October 1, 2012, licensees Icensed under Chapter e55, F.S. must provide the Department with an emal address V they hove one. The emels provided may to used for otrctal communication with the licensee. However email addresses are pubic record. 9 you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the pubic. To determine E you are a kensee under Chapter 455, FS., please c&k nett:.• Product Approval Accepts: tKETS P ® Credit Card Safe 7 of 7 4/ 15/201 A, 5:17 PM I= a 0 ILLm 0 11IIIIII,11, 01111110 0 t/ma01 00 r OwrT1P0MW log eAn a sawA.1 I"m So l e.wa Ioar sm amop- m a AM .nr.m Alf fQa4.JW' gminasooe ol=r= s I4 a IT...A>e JLAL IMAM ISULY xmx KI:7 m TTII e•uc:uITTTTWa IS ti•R5[Js= a• tC i r u 3I I IInIill:>llf 4 T. GROW OL"m am I= pmw maLaDmm SEE SHEET TWO FOR IMPACT RESISTANT CONSTRUCTION DETAIL "A" AND STANDARD CONSTRUCT DETAIL 18 TRACK AND JAMB DETAILS. Pt SHEET 1 OF 2 OPTIONAL *AM MAY BE STANDARD OR IMPACT RESSTANT !LAZING. SEE SECTION 6-6 MR OCIAKLS. WAX. STANDARD SIZE S 42-1/2'06. IMPACT RESSTART GtA&Z IS 21-5/0',14-1/8'. l"m V t m 0l A /Ir MO 4R100 TO aad m r wmllm maarae WoolKr. olloll . ealm0. Fk jtD- iA SHIP LAP JOINTS. - 1/ Cals" POLYSTIWIENE FOAM INSULATION 1-s/IMP' O/Cc WRIT vwm NAmcm BACKER (INSULATED MODELS OMU) 26 CIL M"L CALV. S'IM SKIN WITH A BAKED -ON PRIMER. AND A BAKED -OK POLVESTER TOP COAT APPLIED TO OWN son of STEEL. SIGN. oea m a cr®w a1>a us a n. r Cm a w .iawr ia . m°ae aoma I q M MW W4 03-CMO 11 .rA® c s°r00= 91O.a.m WWWA w.wK/m mom IN 10 a M m tjL.JIjL..j Ac I La IA OF Alms a• d e v sr Clopay DUKE OL NPC: PAN- aAngProductsw°asix ON a43aw m m aAc 613) nG-4eao M-- — V OCMTMM A -A tmx imn 1 r 2' MCK J' TALL U-BAR 20 CA. GLV. STEEL MIN. VEILD STRENGTH: SO Km Ld 1.t- 7/6' T 12 CA GAILY. STEEL TOP ROLLER BRACKET. EACH BRACKET A EET TAL 41/ C14"7R MV. ROLLER IGNM EACH NWGE FASTEPIED TO 00 SIRES WIM (4) %144/6' SHEET METAL SCREWS AND (4) IIV0/4' SELF TAPPING SCREWS. SEE VIEW V. I\ S' TALL , 20 CA GW. STEEL U-SARS IN A 2-1-2-1 PATTERN O.E. TWO U-606 ON BOTTOM SECTIaN, ONE U-BAR ON NOR I SECROTL ETC.). EACH U-BAN ATTACKED WITH (2) 1/4'il/4' SELF TAPPING SCREWS POI STILE LOCATION. ATTACHED WITH (2) jid SO/6' SHEET METAL SCREWS. ALUMINUM EXTRUSION IANTI WTADIERSTRIP. OESCM LGAOA +24.0 PSF ! -24.5 PSF TEST LOWS: +36.0 PSF ! -37.0 PSF VIOIJIAW VIT= Klac 10111111 8S1 W 4 1 16.0-W x I6.0-H CLASSIC AND CH RP STEEL PAN DOUBLE -CAR. WIN +24/-24,4 PSF B rAao. 101711 IBC 144 Do aa. A4a6 --! 1.G Mama a IS, 1-I G6 Raael eemlam Ua 71. m uea 1 e ns1 Rar aa1s4 Ya' 0aaa001ea taa ao1 ecaaIMeaawa RUIm teleam aR.Q, Ie®we4 Llai m wa 1010. I e ass aoa ..n 16L a eUal y/a'`p'• amt Tea Man a 7r Comm tram as I am IG. a easA® ••r almc .Moms 7IIM ao: a 154W WON aaa a 1r m® am A m mom a or an aaaa (wa aoa0, v as Mate Imeea wa —mm amass eeImemmmm R-w wa®aR m 1a1 101a an m m Ma1aa amaLw. Qw. Grj8vema aam as-I I.. umam Oaa m or wa owaa m .r. wiwmc .+aeoa oiol Awa moeolom es .lm.• va tesv am Rra m mumm f cow maum (w sm a u aaa wl. am oa au La aria es ar ! a a Kv. aa. am aa[j IMPACT RESISTANT ASSEMBLY DETAILS I DRAWING /01711-A SECTION B- B MPA eT AZING aaa 1r aep IA. mumpm am Moo mt iw+ .0m ar ro ,.Zva R.ar nett a 84 w1 ael sm a wo aMap 09 Waiai m auvr,ot Mace rm = m I'm a a m ILO (10 at . we III wm 00a4 seam to" a GAM STAN WtO ASSEMBLY DETAIL ORAWANO 10 171 1-B sea Mrs Lam uv. a1Aac a aeeaoa aa/.ac IpR as Ra0a1 RIROIC t IlMaaa 1, eraa otraa RNaa tiAbi UK I FmyA• ar Ira rota WNW >aa w a I .CQ(s f116 na.at mmm .a11s ame o R(.aabAt as a ma a Aa1sla aCS µsot w .omoon aIr a•.Aac ng Dan am .1mI v aaN{a M aaR1.a0< oft INS sm" Ims at Mal (01a Am4tmlaR ar IN Rota Item am1 an aI10alslaaa Im °MiRmawta r ou Isola tAv. oanol is FW44* SHEET 2 OF 2 I l - a aA aaY IGM T.a 1 1I Iwo= m aam 147R191 1b ° OQ W I[tl I /I.OT ie 7VA"I"W" a" sauce mm a.m LeifelR a TOmIar ae a 0) au sea M am MAIM WN am a wsa in e1a t; Its aaaO at aa.m a SOLVlaw One= ORA R 09 FialVOrfev m mi eoeaaa 7 wOe ea M alaaa a aaRaRt No a naaaeaa ar aaNa VADW Cm /a 1I9 tome lam a at ar•Io mm ° a1N0` a 1° 6E1D °jj'eI0payBuilding Products wGgK OR 45W PA. 1239Ei Cmmnanv ( 313) 770-4WO Bg 4 A8WE THE DOOR OFO" DOER NOT AFFECT THE NNO LOAD WW OF THIS DOOR. omoioe°au r au ooaa v uam 11 CA am VOL wo wn= 110 TOP t1RWEY a .rteOO +v Mao a11a .Iol M NORQ011TAL W Nrn-a/r Imo us saws Im RoaeaO ao' TIP. 1- 11r. 1i u arc pm wa arum N W" aYet17 eVI Mai 1 yam z AaI 0f°gQo s aoao1ar AL rm I) p dtll. Pm Rue ataaer. ma ram I. nm . am rRA I8 I IVW °no V& T a.o[e Iior m o® a ac ties( Raaaa as Q t lrao owool ar(a nr D! eoa aae oe eaAi ilm'p1R 0O= LOADS: +24. 0 PSF ! -24.5 PSF TEST LOADS: t• 3&0 PSF ! -37.0 PSF rwn-u I N W 4 1 18'O*N 1 GWH i/3/67 ocsouanv. CLASSIC AND CH RP STEEL PAN P. JAC DOUBLE - CAR. 1817 +24/-24.3 PSF l P' uww B 101711 8C Florida Building Code Online https://www.floridabuilding.org/pr/pr app dtl.aspx?parant=wGEVX..., II ProfessionalBusiness & BCIS Home ; lag In I User Reglstratbn I Mot lbpits I Submt Surcharge ; Stata a Facts Pubkotbm, FBC Start BCIS Ste Map I Links 1 Search or Product Approvald:r•l USER: Pubic user vr• V@ utt Mnovnl Menu > pjps(761pr 1pp1 Q11pDSiar B > 1ppBtpllg2lnt > Application 0stoll FL # FL17499-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 Ml Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717)365-3300 Ext2560 bsitlinger@miwd.com Authorized Signature Brent Sitlinger bsitlinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year AAMA 506 2012 AAMA/WDMA/CSA 101/l.S.2/A440 2008 AAMA/WDMA/CSA 101/1.S.2/A440 2011 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A 1 of4 4/13/2018, 7:05 AM Florida Building Code Online 11 https://www. tloridabu i lding.org/pr/pr_app_dti.aspx?parain=wGCV X... Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 01/15/2018 01/15/2018 01/21/2018 FL V - Model, Number or Name Description - — 117499.1, 1 185 SH -- - 36x84 Fin/Flange Frame IG/SG Impact Single Hung ' Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL17499 R3 C CAC MI Win wj - 185 SL(Flnl Impact Approved for use outside HVHZ: Yes Impact Resistant: Yes F 17499 R3 C CAC M gvy- 185 SH (Fin) Ifnga.C.U.5) Design Pressure: +55/-55 pone.Q1Q Other: R-PG551, Missile Level D, Wind Zone 3. Glass to be Windows - Jjj§h_0P pnge) ImQagt bedded in Pecora 896 sealant. (31,ndf FL17429 R3 CCAC MlM dogs 185 SH FI Age) Imppq Msp1Z Quality Assurance Contract Expiration Date 10/17/2018 Installation Instructions fW3999 R3 II 08-Q2545B.pgf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R3 AE 513321E-).pdf Created by Independent Third Party: Yes 17499.2 - _ 1 185 SH 52x72 Fin/Flange Frame IG/SG Single Hung Laminated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 R3 C CAC APC(1336117 6.01.-10Q37-RO 18$ Approved for use outside HVHZ: Yes Impact Resistant: No El.t 499 R3 C CAC MI Windows - 1$5 SH (Jn) (1,1),g f I Design Pressure: +60/-60 I E117g99 R3 C CAC MI Window - 85 5 i (FjPj_(Z),pL1j iOther: R-PG60 EL1749_9 R3 C A 1 Windows - 185 it Flan e) 1 Quality Assurance Contract Expiration Date 10/08/2018 Installation Instructions FL17499 R3 II 8-02 4 B,pdf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports I FL1749- R3 AE 513327B-4.pjf Created by Independent Third Party: Yes 17499.3 -_185 SM—__^^--- 36x84 Fln/Flange Frame 1G/SG Single Hung Laminated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: NO 1729.91-]09-47-jt 1ff5 Approved for use outside HVHZ: Yes S-I• (F4G waIv-ULRQf Impact Resistant: No FLI7499 q3 C CAC MI windows - IBS SH (FIR)_(jM,pQf Design Pressure: +60/-60 FL17499 R3 CAC Ml Window$ - 185 SH (F_Ifj)_(14).Dd( Other: R-PG60" FL17499 R3 C CAC Mj Windows - 185 SH (Flange W Pdf Quality Assurance Contract Expiration Date I 10/17/2018 Installation Instructions i FL17499 R3 11 0892M5 QQ,pdfVerifiedBy: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R3 AE 513328E-3,pg Created by Independent Third Party: Yes 17499.4 _ 185 SH - _ 3601 Fin, Finless, Flange Frame IG Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No 1 IZ499 R3 C CAC APC H•9462.01-1Q-47-RQ 185 SH Approved for use outside HVHZ: Yes w5z2),pdf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +60/-67 04/25/2022 Other: R-PG60' Installation Instructions 2 of 4 4/ 13/2018, 7:05 AM Florida Buildilig Code Online https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVX... 17499.5 185 SH Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55/-55 Other: R-PG55, Missile Level D, Wind Zone 3. Glass to be bedded In Pecora 896 sealant. r 17499.6 T185 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: +501-50 Other: R-PG50' 117499.8 Limits of Use 185 Twin SH Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +45/-45 Other: R-PG45 FU.749 R3 11 nA-03163..pdj Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports F_U 'fflR3AE 514082,pdf Created by independent Third Party: Yes 52x72 Fin/Flange Frame 1G/SG Impact Single Hung Certification Agency Certificate FL17499 R3 c rAC Ml Windows - 185SILFln Impact 2).odt EL17499 R3 C CAC MI Windows - 1$5 SH (Fin) Imps 3 MI EL17499 R3 CAC MI Win ows - 185 S(F n c Q) Imo Ft 2),pdr fU 499 R3 (; CAC MI Window - J.Q.5 SH (Flange, Impact L5).pdt Quality Assurance Contract Expiration Date 10/10/ 2018 Installation Instructions FL17499 R3 11 OS-Q2544B-, pdt Verified By: Luis R Lomas PE 62514 Created by Independent Third Party: Yes Evaluation Reports E6bZ429 R3 AE 513320E-1.0r Created by Independent Third Party: Yes 52x84 Fin/ Flange Frame IG/SG Single Hung Certification Agency Certificate FLi_U9. 9-R3 G AP {y9362) 5.0.1_109 7_RO 185 SH(,_G_ waiv 5_@ly_1 8A 52_.1-BX84 Ry,O{typ918),pdt ELIM.9 R3 CCAC—MWlniows - 185 SH (F_in)_(,L0).pdr E11Z"-%—R3_ C CnCRI !_Windows - 18L $ Fm)_(9),pdj I &X7"- W_C_CAr win rnv_s_1$5 ii(ElaQgs ,f( Quality Assurance Contract Expiration Date 1 10/ 09/2018 Installation Instructions EL) 7499 R3 1I 48_025g(LB-2.D_df Verified By: Luis R Lomas PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL374 9 R_3 AF-513332E_2;pdf Created by Independent Third Party: Yes _ 111x72 Fin Frame IG/SG Single Hung 110x72 Flange Frame IG/SG Single Hung Certification Agency Certificate EL1Z43-2-- R3_C CAC_MLWin ows @5_5N Triple_(Ein) 3),pdr fL17499 R3— CgC MI Win pws - te$H 1YI21e_(Fln ILP0 FL17499_ R3 C[AC t (ryl()r>owl$5 SH TripJg_(lange) 3):pd( EUA7 9- 9 R3 C_CA_C—Ml WIQQows-iBS_5i jple_(pJ gc) L4)_pdj Quality Assurance Contract Expiration Date 20/20/ 2018 Installation Instructions FL174,9y R3_ll_08_0259$B.pcif Verified By: Luis R Lomas PE 62514 Created by Independent Third Party: Yes Evaluation Reports J.7- 4129R3— E Z.BSr_pd! Created by Independent Third Party: Yes 1306x72 Fin Frame 1G/SG Single Hung 105x72 Flange Frame IG/SG Single Hung 1 Certification Agency Certificate FL17499 R3 CCpC MI Window - 5 SM'IWIn LFinj Uhplif 17499 R3 CCAG MIWindows - k0L iJ_lMn Fln9) • pq- r EL17499 R3 C CAC_MI Wi wS :.}$5_$H Twin (Flatlgq) 3).pdr 3 of 4 4/ 13/2018, 7:05 AM Florida building Code Online Iitips://www.floridabuilding.org/pr/pr app_dtl.aepx?param==%vGFVX... fUL7499 03 C CAC MI Windows . lBS SH_TwirL(FldngE) ' 1hpoff I Quality Assurance Contract Expiration Date 110/20/2018 Installation Instructions fWZA"___P3_I 108.0254 76_7. pAf Verltled By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports EL17499 113 AE 513223B-7.W Created by Independent Third Party: Yes Beal Wort ContactMa :: 2901 Bide Stone Road. 3b1ahassee FL 32399 Phone: 650•a§7.1B21 The State Of Fbrlda is an AA/EBD employer. CoOvAoht 2007.2013 State of FblVL :: tememhkA5[a:: Accessibil ityY3(ltYm!!il :: Refund Statement Under Florida low, emar addresses are pubk records. V you do not want your e-mal address released In response to a pubk-records request, do not send electronic mad to this entry. Instead, contact the office by phone or by traditional mail. U you have arty queatbns, please cuntetl BSO.487.1395. -pursuant to Section e55.275(1), Fbrda Statutes, effective October 1, 2012. kensees kensed under Chapter 455, F.S. must provide the Department with an emel address if they Idve one. The emels Provided may be used for oflkbl communication weh the kensee. However email addresses are pubic record. p you do not wsh to supply a personal address, please provide the Department with an bmaa address which can be made avadahle to the publL To determine d you are a kensee under Chapter e55. FS., please click ply, Product Approval Accepts: r^= Credit Card Sate 4 of4 4/13/2018. 7:05 AM NOTES: I. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REOUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS CPTIONAL 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL EE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 5. WHERE WOOD BUCK THICKNESS IS 1-1/2- OR GREATER, BUCK SHALL BE SECURELY FASTENED TO MASONRY, CONCRETE OR OTHER STRUCIURAL SUBSTRATE. WINDOW UNITS MAY BE ANCHORED THROUGH FRAM; TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. S. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16- OR GREATER OCCURS MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. SHIMS SHALL BE LOCATED. APPLIED AND MADE FROM MATERIALS 4NO THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS ID. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11. FRAME MATERIAL: EXTRUDED RIGID PVC. 12. UNITS MUST BE GLAZED PER ASTM E1300-04/09. SEF SHEET 11 FOR GLASS DETAILS. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WINO BORNE DEBRIS REGIONS. 14.FOR ANCHORING THROUGH FIN INTO WOOC FRAMING OR 2X BUCK USE §8 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/ a" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. RDISIMI I ecv I ocscmcm I DATE I APPROMED A REVISED ANCN0R SPACING & CHARTS 07/11/19 R.L. B REVISED GLASS 10/02/17 R.L. 15 FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE J10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 16. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" IAPCONS WIIH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4- MINIMUM EMBEDMENT INTO SUBSTRATE WITA 2 1/2" MINIMUM EDGE DISTANCE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 17.FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN EL EVARONS AND INSTALLATION DETAILS. 18. ALL FASTENERS TO BE CORRCSION RESISTANT. 19. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD: MINIMUM SPECIFIC GRAVITY OF 6=0.42 B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2.000 PSI. C. MASONRY: HOLLOW/FILLEO BLOCK PER ASTM C90 WITH Fm-2.000PSI MINIMUM. 0. METAL STRUCTURE: STEEL 18GA (048') FY=33KSI/FU=52KSI OR ALUMINUM 6063—T5 FU-30XSI .048" THICK MINIMUM TABLE OF CONTENTS SHEET NO DESCRIPTION 1 NOTES 2 — 3 ELEVATIONS a — 10 INSTALLATION OETAILS IN COMPONENTS SIGNED: 1211412017 MI WINDOWS AND DOORS, LLC AAA1111111117// 650 MARKET T rJ\S GENS 9 yGRATZ.SPA 17030 0370T K0 *= SERIES In ALUMINUM SINGLE HUNG WINDOW 52" % 72" NON -IMPACT NOTES G s'' IrzIAp7ATOf 'v OFIRM 08-02549 B i S`S PIA11S 1G N Luis R. Lomas P.E. FL No.: 6251a scrE aATENTS 12/29/14 1 OF 11 L AOBERTO COE"S AE 4.V H0WF0R0 RD LE VSVLLE NG 27= 4N41104" 4 2' MAX - 1 1 16' D.C. 2- r— AX ACtE IGHT 52' MAX FRAME WIDTH F---i 16' MAX O.C. --{ OMAX 4 X i 52' MAX FRAM_ WIDTH - 2' MAX 2" E(AX 16" MAX O.C. —{ 2" MAX i0 IJ 72" T- MAX FRAME HE1GH7 Q X 1 185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW E)CTERIOR VIEW DESIGNER EXTERIOR VIEW FLANGES FINLESS INSTALLATION RANGE a FINLESS 1NSTALLATON SEE CHART 01 FOR SMALLER UNITS REOUIRED ANCHORS SEE CHART a1 FOR SMALLER UNITS REOLORED ANCHORS DESIGN PRESSURE R477NG I IMPACT RATING t60.0PSF NONE NOTES: I. MAXIMUM SASH SIZE: 51" X 36 2. MAXIMUM SASH O.L.O.. 47 5/6" X 32 1/2'. 3. MAXIMUM FIXED D.L.O.: 49 3/8" X 32 1/2". SCHEDULE METAL SWE BLOCK AND REWSovs DeSCRIP11a1+ art IAPPROK0 REVISEO ANCHOR SPACING It CHARTS 07/11/16 R.L. REVISED GLASS 10/02/17 RA. CHART #1 Number of anchor locations required Frame Frame Width in Height fa.OD 24.00 30.00 3&00 43.00 41L00 52.00 in) Hoed Jamb Mead lamb Mead Jamb Head Jamb Heed Jamb Need Jamb Head Jamb 24.00 2 3 3 3 3 3 3 3 4 3 4 3 4 3 30.00 2 3 3 3 3 3 3 3 4 3 4 3 a 3 30.00 2 3 3 3 3 3 3 3 4 3 4 3 4 3 42.00 2 4 3 4 3 4 3 4 4 4 a a 4 q 411.00 2 4 3 4 3 4 3 4 4 4 4 4 1 4 5&00 2 5 3 5 3 5 3 5 4 5 a 5 4 5 EOAO 2 5 3 5 3 5 3 5 4 5 a 5 a S 66.00 2 5 3 5 3 5 3 5 a 5 4 5 4 5 Lou 2 6 3 6 3 6 3 6 1 4 1 6 1 4 1 6 4 6 MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON -IMPACT FLANGE & FINLESS ELEVATIONS BRIX* OAR: R0. N.C. 08-02549 svu NTS JDATE 12/29/ 1 a I sran 2 OF 11 L. ROSERIG LOURS P.E 1432 W000FOM RD LEn7SVUE. AC 270M 4314ee.0009 dbw43p&km mec= SIGNED: 1211412017 5 1fk I1L/O41 v,•v GEHSF;giP TATE OF ; F''cZORlO;• ? A„E.. Luis R. Lomas P.E. FL No.: 62514 I FI HI 52- MAX FRAME WIDTH 2" L1AX 10' MAX C C. —{ I o MAX O.C. 2. LAX AME IGHT O 4 L X 52' MAX FRAME WIDTH 2" MAX 2" MAX I --I- 10' MAX O.C. 2"{ [ - I O" IlMAXO.C. O 72" II MAX 1 FRAME JIHEIGHT I / Af X dt/ II / REW WN9 RN OE•4CRPrION I GTE I APPRM-0 REV6ED ANCHOR SPACING & CHARTS 07/11/10 RL. 2" % 8 REVISED 61ISS 1 10/02/17 R.L. CHART#2 Number of anchor locations required Frame Frame Width Qn Haight pnI 18.00 H 6 S Jamb 2400 H a S iamb 30.00 H a s Jamb 36.00 HAS Jamb 4200 H 6 S Jam0 46.00 H i S Jamb Sim H 8 S jamb ZAOO 3 3 3 3 4 3 5 3 5 3 6 3 e 3 20.00 3 4 3 4 4 4 5 4 5 4 6 4 6 4 3&00 3 5 3 5 4 5 5 5 5 5 6 5 6 5 4200 3 5 3 5 4 5 5 5 5 5 6 5 8 5 48.00 3 6 3 6 4 6 5 6 5 6 6 6 8 6 00 3 6 3 6 4 6 5 e 5 6 6 e 6 6 00.00 3 7 3 7 4 7 5 7 5 7 6 7 6 7 00.00 3 8 3 8 4 8 5 8 1 5 8 8 1 8 1 8 8 7200 3 6 3 8 1 4 8 5 1 8 5 8 6 1 8 1 8 1 8 185 ALUMINUM SINGLE HUNG WINDOW 1 185 ALUMINUM SINGLE HUNG WINDOW EXTERIOR VIEW EXTERIOR VIEW FW INSTALLATION FIN INSTALLATION SEE CHART 02 FOR SMALLER UNRS REOUIRED ANCHORS SEE CHART 02 FOR SMALLER UNITS REOUIRED ANCHORS DESIGN PRESSURE RATING IMPACT RATING 160.0PSF NONE NOTES: I. MAXIMUM SASH SIZE: 51' X 36". 2. MAXIMUM SASH O.L.O.: 47 5/8" X 32 1/2". 3. MAXIMUM FIXED O.L.O.: 49 3/8" X 32 i/2". HARDWARE SCHEDULE METAL SWEEP LOCK AT W FROM EACH ENO INTERIOR MEETING RAIL BLOCK AND TACKLE BALANCE AT JAMBS MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ. PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON -IMPACT FIN ELEVATIONS ORMIN: I a-% Q. N.G. 08-02549 ScAlE NTS °ATE 12/29/ 1 s 1 SKET 3 OF 11 L ROSERM LOMAS P E f432 VIVOOFORO RO LEW6VOlE. PLC 2=3 4N-M.Owg 01111 SIGNED: 1211412017 it I I` o4f ;,e G E H`F ,LP Ar p SEOF4 i F LOR10P• i: IONA 110v`. Luis R. Lomas P.E. FL No.: 62514 RrAWKS 1/2" MIN REV DESCRI AGN DATE APPN0ICD EDGE DISTANCE RENC£D ANCHOR SPACING do CHARTS O//li/ID R.L. WOOD FRAMING OR 2X BUCK D RMSED GLASS 10/OZ/17 P..L. BY OTHERS 1 1/4" MIN. EM BEDMENT I BACKER RDD 1/4' MAX JdoAPPROVED SHIM SPACESEALANTI I I III ` 110 WOOD SCREW 1 MIN. EMBEDMENTBEDEOMENT 1 1/2' INTERIOR MIN EDGE DISTANCE 110 W00 SCREW / WOOD FRAMING J/ OR 2X BUCK EXTERIOR BY OTHERS BACKER ROD APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS VERTICAL CROSS SECTION SILL TO BE SET IN A BED OF APPROVED STRUCTURAL SEALANT i/4" MAX. SHIM SPACE WL)DD FRAMING OR 2X BUCK INSTALLATION NOTES, 1. INTERIOR AND EXTERIOR FINISHES, BYOTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOWTSEALANT BYOTHERS TO BE DESIGNEO IN ACCORDANCE WTTHASTM E2112 1 /4" MAX. SHIM SPACE INTERIOR BACKER ROD APPROVED EXTERIOR SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED., 1211412017 MI WINDOWSAND DOORS, LLC 11tIo 650wE5MARKET T J,5R GRATZ. PA 17030-0370 c06NB giPi: 1 Dyy66 5 * = SERIES185ALUMINUMSINGLEHUNGWINDOW52" X 72" NON —IMPACT FLANGE INSTALLATION DETAILS AYPOKF AO, TAT OF feu` ii//'/ OR4w orc w. RB 08-02549 O A 1111111111111\ Luis R. Lomas P.E. FL No.: 6251A Saq—' NTS o`1= 12/29/IA 5NW 4 OF 11 L, RCBERTOL MASAL 1432 V40WFORD RO LEMSVILLE, NC 27023 044M. ofo7D tlnrl.0" METAL STRUCTURE BY OTHERS APPROVED SEALANT 1/2" MIN EDGE DISTANCE 1/4" MAX. SHIM SPACE s 10 SMS OR SELF DRILLING SCREW INTERIOR J EXTERIOR I ocscravrc>r 3ATc I APPROVW REVMO ANCHOR SPACING & CHARTS 07/11/16 R.L. REVISED GLASS 10/02/17 R.I. 1/4" MAX. SHIM SPACE 110 SMS OR INTERIORSELFDRILLING SCREWS Ij2 MIN. EDGE DISTANCE EXTERIOR METAL STRUCTURE SACKER RODBYOTHERSlEAPPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATAON SILL TO EE SET IN A BED 3F APPROvED STRUCTURAL BACKER ROD SEALANT9kAPPROVED SEALANT 1/4" MAX. SKIM SPACE METu --f SIGNED: 12/141201i STRUCTURE 9Y OTHERS MI 6so0wESS E,T LLC ft.. to MANROEOOORGRATZ. PA 17030-0370 GENS 'p VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON -IMPACT i 0,.6 25j' .*= y , l FLANGE INSTALLATION DETAILS pO,• TATEEEpE OFNOTES. NGMro. 1. WTERIORAMU EXTERIOR FINLSHES,8VOTHERS. 08-02549 NOTSNOWNFORCIARITY. 2 PERIMETER AND JOINT SEALANT BYOTNERS TO 8E sa:E NTS 12/29/14 05 OF 1 i I1NA11\\\\ DESIGNED IN ACCORDANCE MTN ASTM E2r 12 c.aoeERroLOMasv.E Luis R. Lomas P.E. ran IR700f' DRO AD LETTTSVILLE NC1.lTIJ U4E6l&79 ehraaMpYtrrwpr mn FL No.: 6251a CONCRETE/MASONRY BY OTHERS OPTIONAL 1 X BUCK SEE NOTES 3 - 7 SHEET t BACKER ROD APPROVED SEALANT 2 1/2' MIN. EDGE DISTANCE a I 1 1/°MIN. EMBEDMENT i 1/4' MAX. j SHIM SPACE 3/16- 1APCON 1 1/4" MIN. EMBEDMENT CONCRETE/MASONRY BY OTHERS r o 3/10' TAPOON 1 .a 2 1/2" MIN. EDGE a DISTANCE RlV6NM 6ESCRIFlnN a1E REVISED ANCHCR SPACING k CrtARTS 07/11/16 RL. REVISED CLASS 10/02/17 R.L. t/4- MAX. SHIM SPACE INTERIOR BACKER ROD EXTERIOR do APPROVED OPTIONAL IX BUCK SEALANT SEE NOTES 3 - 7 SHEET I JAMB INSTALLATION DETAIL CONCRE7154A4SONRY INSTALLATION SILL TO BE SET IN A 9CD OF 1.INTERIORANDEKTERIORMNISHES,BYOTNERS. BACKER ROD APPROVED NOT SHOWN FORCLARTTY. h APPROVED STRUCTURAL 2PEAI6tETERANOJOINTSEALAMBYOTHERS 708E SEALANT SEAtANT DESIGNED IN ACCORDANCE WITH ASTDI E2112 SIGNED. 12/14/2017 OPTIONAL IX BUCK 1/4' W.X. MI WINDOWS AND ODORS LLC AAAIt111Iq SEE I+OTESHE£T t SHIM SPACE 650 WEST MARKET STREET S\\5 a T GRATZ, PA 17030-0370 GEIVyre 1 CONCRETE/MASONRY SERIES 185 ALUMINUM SINGLE HUNG WINDOW 1k• 0 ir= 3Y OTHERS 52" X 72" NON -IMPACT o _ FLANGE INSTALLATION DETAILS 0 ; STATE_ OF DRAWN nwc o. REv O'PF•. e[ OR50: e N. G. 06-02549 7T/IIIIIIIIAA SCALE NTSTUTS12/29/14 19UT6 OF 11 VERTICAL CROSSSECTIONCONCRETEEWASONRYINSTALLATTONPZ ISJPNOODF RDLLEEIUSVSLLEAIC270M Luis R. Lomas P.E. FL No.: 62514 4NI d1b"InvIlA1AlmewAkL WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD APPROVED SEALANT BACKER ROO do APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS 1/2' MIN EDGE DISTANCE MAX, SPACE N10 WOOD SCREW SILL TO BE SET IN A BED OF APPROVED STRUCTURAL SEALANT I/a' MAX. SHIM SPACE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, SYOTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1 1/4- MIN EMBEDMENT It 1/2" MIN EDGE DISTANCE 110 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS RDASm:JS RV OESCR tlCN o1TE I APPROVED I A REVISED ANCHOR SPACWG & CHARTS 107/1 Will R.L. 9 REVISED GLASS 10/02/17 R.L. 1/4" MAX. SHIM SPACE INTERIOR EXTERIOR BACKER ROD do APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATKMI MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ. PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON —IMPACT FINLESS INSTALLATION DETAILS OP,w,t 71nN.G. 08-02549 I NTS I RATE 12/29/14 jsmw7 OF 11 L ROBERTGLCUM P.E. 14M RGOORM RD LEIMSVILLE NC 270M AJA.M.Ows 1 bmR>peaao SIGNED: 1211412017 0%ill I I RL O ,: M may, TAT SEOF ; AL Luis R. Lomas P.E. FL No.: 6251 A MISKM. 1/2' MIN a[v OsscAvlfON WE AvvROVED METAL EDGE DISTANCE A RCVISEO ANC -MR SPACING Ac CHARTS 07/11/18 R.L STRUCTURE 0 REVISED GLASS 10/02/17 1 ILL. BY OTHERS 1/4' MAX. r SHIM SPACE APPROVED SEALANT 010 SMS OR SELF DRILLING SCREW INTERIOR EXTERIOR SILL TO BE SET IN A BED OF APPROVED STRUCTURAL BACKER ROD SEALANT do APPROVED SEALANT i/4' MAX. SHIM SPACE STRUCTURE BY OTHERS VERTICAL CROSS SECTION METAL STRUCTURE INSTALLAT1 V NOTES: 1. INTERIOR AND EXTERIOR FHVISNES, BY OTHERS, NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOIMSEILANT SY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1/4' MAX. SHIM SPACE 10 SMS OR I INTERIOR SELF DRILLING SCREWS 1/2' MIN. EDGE DISTANCE 1 EXTERIOR METAL 8ACRER ROD STRUCTURE k APPROVED BY OTHERS SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 1211412017 MI DOORE LLC IILOWESTi 65oWINDOW5 MARKEAND STRz S R 9s GRATZ, PA 17030-0370 S' 0 5 # SERIES 185 ALUMINUM SINGLE HUNG WINDOW 5% 72" NON -IMPACT FINLESS INSTALLATION DETAILS 0.. $TAT OF i 0' Ac`s ORMO?'G': DRUM 0rro 00. RCv 08 B i i S1ONA11E us . LomasLiR. LP.E. as swLaft s0c+sa9 NTS12/ 29/14 8 OF 11 L R08ERTO LGMAS F.E. 14y 1OMFORO RO LE1v6vGLE AC Z= a9A66!-0Spg ru> ns.m.mm 2 1/2" MIN. EDGE DISTANCE CONCRETE/MASONRY ^ BY OTHERS ° 1 e n 1 1/4" MIN. OPTIONAL IX SUCK . EMBEDMENT SEE NOTES 3 - 7 • SHEET i I - T 1/4" MAX. BACKER ROO SHIM SPACE APPROVED SEALANT 3 / 16" TAPCON 1 1/4" LAIN. EMBEDMENT CONCRETE/MASONRY BY OTHERS 3/16" TAPCON 2 1/2" MIN. EDGE DISTANCE I REVEa0N3 VESCRPRON WE IAPPROVED REVISED ANCHOR SPACING A: CHARTS 07/11/16 I R.L. REVISED GLASS 10/02/17 R.L. OPTIONAL IX BUCK SEE NOTES 3 — 7 SHEET 1 1/4" MAX. SHIM SPACE INTERIOR EXTERIOR BACKER R00 APPROVED SEALANT JAMS INSTALLATION DETAIL CONCRET&MASONRY 1 NSTAIUTION SILL TO BE SET BACKER R00 APPROVED IN A BED OF APPROVED NOTES: 1. INTERIOAAND EXTERIOR FINISHES BYOTNERS SEALANT STRUCTURAL NOT SHOWN FOR CLARrTY. SEALANT 2.PERV&7ERAND J WTSEALANTBYOTHERSTO6E OPTIONAL 1X BUCK 1/4" MAX DESIGNED WACCOROANCEWITHASTME2112 SIGNED: 1z/14r1017 SEENOTE3 — 7 F SHIM SPACE s1- EET ' F MI WINDOWS AND DOORS, LLC CONCRETE/ MASONRY 650 T tnuura GRAT/ Z.SPA 17030 0370MARKET 3Y OTHERS 4 F SERIES 185 ALUMINUM SINGLE HUNG WINDOW e• . • 52" X 72' NON —IMPACT 4 FINLESS INSTALLATION DETAILS Qpv 70 , STATE OF DRAWN: oxo:w. Rcv O' F•' oCOR10?• s/ SjNAL1E G\ 08599BVERTICAL CROSS SECTION SCALENTS o•TE 12/29/14 9 OF t t CONCRE7FjNASONRY iNSTALLATION L. RGOER/O LOWAS AE wOO 1472DFORD RD lENVVILLE AC 0A779 43°• 6 ,Mg nExus®hMlnpt com Luis R. Lomas P.E. FL No.: 52514 APPROVED SEALANT BEHIND FIN I 7/16' MIN EDGE DISTANCE 7/16 MIN EDGE DISTANCE APPROVED SEALANT BEHIND FIN i 1/4' MIN. EMBEDMENT 8 WOOD SCREW r_mztuM_Iv I VERTICAL CROSS SECTION WOOD FRAMNG OR 2X BUCK INSTALLATION WOOD FRAMING BY OTHERS 1/4' MAX. SHIM SPACE WOOD FRAMING BY OTHERS i 1/4' MIN EMBED NT T- 1 APPROVED i SEALANT BEHIND FIN 7/15" MIN EDGE DISTANCE 1/4' MAX r SHIM SPACE JE WOOO SCREW INTERIOR EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X 8UCK INSTALLATION RfV6p:f3 ocscOvroN GATE I M RONA REVIS£0 AMCMOR SPACING & C.WRTS 07/11/16 R L REVISED GLASS 10/02/17 1 R.L NOTES: 1/4' MAX 1.INTERIOR AND EXTERKMFINISHES. SYOTHERS. SHIM SPACE NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOWT SEALANT BY OTHERS TO BE OESIGNEO W ACCORDANCE WIN ASTM E21I2 SIGNED: 12/14/2017 MI WINDOWS AND DOORS, LLC 1111IIv,, 650 WEST MARKET STREET GRATZ, PA 17030-0370 ll" x g R. Lp ,i FWOODRAMING BY OTHERS SERIES In ALUMINUM SINGLE HUNG WINDOW X 72" NON -IMPACT RA55FINININSTALLATIONDETAILS OP jsS/OVALjN.G. 08-02549 8 S G` 1111111%10NTSd'n 12/29/14 s"m10 OF 11 L RORERTO WM4S RE 14M WONRMO FO LE1445VUE AC 274M i3i6d dS0D e/srs alnnu mm Luis P. Lomas P.E. FL No.: 62514 2 3/ I s' 1LT" 3/,6' FLANGE FRAME HEAD CM•1850I ALUMINUM 6063-75.050' TMCK 2 5/ 16" -1 J 3/8- Li'_ FLANGE FRAME SILL CM- I65D2 ALUMINUM 6063-T5.055' THICK 1 5/8' LOCKRAIL/STILE CM•18505 ALUMINUM 6063-I S.W' THICK GLAZING BEAD CM•Issas RIGID PVC .050' THICK 2 3/16' FLANGE FRAME JAMB CM-1850.9 ALUMINUM Mo-T5.050' THICK FINLESS FRAME SILL CM• 18554 ALUMINUM 6063-175.055' THICK CM-181w ALUMINUM WW-T5.050' TMCK 15/18" SASH STILE CM-I6507 ALUMINUM 6083-T5.050' THICK 2 3/16 I 1 5/tfi' 1 FINLESS FRAME HEAD CM-16553 ALUMINUM 606343.050' THICK 2 3I 16' FINLESS FRAME JAMB CM-16513 ALUMINUM 6063-T5.050' THICK 2 5/ 16" -•1 2 3/16" L11L3 3/a" 2 5/I6" FIN FRAME SILL FIN FRAME HEAD CM•18509 CM-18508 ALUMINUM 6063-75 AW" THICK ALUMINUM 6=1-175.050' THICK LF MEETING RAIL CM• 18504 ALUMINUM 6063-TS.OrTHICK 2 3/8' F 2 J/t6" 1 FIN FRAME JAMB CM-1851D ALUMINUM 6063•T5.050' THICK XV6043 OESCRDPRIH WE AVPNOMm RIMUD ANCHOR SPACING 8 CHARTS 07/1i/16 R.L. RVASi.D GLA5S 10/02/ 17 R.L. 5/8" --1 1/8' ANN. 1/8" ANN. 1/8" ANN, 090 PVB BY %URARAY METAL REINFORCED BUTYL SPACER E TERIOR 1/2SILICONE SEALANT SETTING BLOCK* GLAZING DETAIL SIGNED: 12/14=17 MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET 1ltllllrr/// 5 R. L p'1!// E N GRATZ. PA 17030-0370 G 9 1''i SERIES 185 ALUMINUM SINGLE HUNG WINDOW y052 % NON -IMPACT COMPONENTS oA-Te;AXfepo;F RIVoc 08-025a9 B Fje GR1 .' e " ScRX NTS -" 12/29/1A —ET 1 1 OF 11 L. ROBERIO LAWS RE Luis R. Lomas P.E. IMWOWFORDRDLEK15VU4AC27= 1 FL No.: as AX4611 Om rOn+ I Vlbm .mm Florida Building Code Online hilps://www.floridabuildiiig.org/pr/pr app_dtl.aspx?pardi)i=wCEVX... 1 :IGt Business & ProfessionalRegulation BCIS home i tno In , User Reortratbn - Mot Topics Submit Surcharge I Stilts a Facts Pub•catim FBC Stag BCIS Site Map Links ! Search I dNr Product Approval USER: Public User PrQd$0 InmeVA1 MC .. > Product ur 61113101krn Search > gt a•t,ay > Approlim Oman FL # FL15349-R10 Application Type Editorial Change Code Version 2017 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method MI Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsitlinger®mlwd.com Brent Sitlinger bsitlinger@miwd.com Windows Fixed Certification Mark or Usting American Architectural Manufacturers Association Steven M. Urich, PE Validation Checklist - Mardcopy Received Standard AAMA 506 AAMA/WDMA/CSA 101/I.S. 2/A440 Method 1 Option A Year 2011 2008 1 of3 4/13/2018,7:21 AM Florida Building Code Online https://www. floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVX..., Date Submitted 03/26/2018 Date Validated 03/26/2018 Date Pending FBC Approval Date Approved 03/27/2018 Summary of Products FL # 1 Model, Number or Name J Description 1 rl5 349.1 185 PW 73 x 72 insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15349 R10 C. CAC APC 12786,12787.pdf 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 FL15349 R10_ll_08;02357B.pdr Verified By: Luis R. Lomas, PE 62514 Created by independent Third Party: Yes Evaluation Reports FL15349 R10 AE 5131245.pdf Created by Independent Third Party: Yes 15349.2 185 PW 159 x 54 Triple CHS Insulated Glass Ii Limits of Use I Certification Agency Certificate j Approved for use in HVHZ: No FL15349 R10 C CAC 15350.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date I Impact Resistant: No 01/24/2021 Design Pressure: +55/-55 1 Installation instructions I Other: R-PG55 FL15349 R10 II 08-02949.0f Verified By: Luis R. Lomas, PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL15349 R10 AE 513783.odf Created by Independent Third Party: Yes 15349.-3 - Tie PW Impact x 72 Insulated Laminated Glass Limits of Use 72 Certification Agency Certificate Approved for use in HVHZ: No FL15349 R10 C CAC APC 15454.p f Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 06/25/2021 Design Pressure: +551-55 Installation Instructions Other: FW-LC55, Missile Level D, Wind Zone 3. Glass FL15349 R10 11 OS-02948.pdf consisted of 5/32" tempered exterior - spacer - 5/32" Verified By: Luis R. Lomas, PE 62524 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 FL15}49 R10 A 513782.pdf 15349.4 185 PW Impact L Created by Independent Third Party_ Yes i y r159 x 54 Triple CHS Insulated Laminated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15349 R10 C CAC_APC 8272.Ddf Approved for use outside HVHZ: Yes FLI5349 R10 C CAC APC 8273.pdf i Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure: +55/-55 01/24/2021 j Other: FW-R55, Missile Level D, Wind Zone 3. Glass Installation Instructions i consisted of 1/8" annealed exterior - spacer - 3/32" annealed FL35349-&101111_08-016148.Dd 0.090 Solutla PVB / 3/32" annealed. Glass was bedded in Verified By: Luis Roberto Lomas 62514 1 Pecora 896 silicone with 5/8" glass bite. Created by Independent Third Party: Yes Evaluation Reports FL15349 RIO Ag $12278Ift.pdf Created by Independent Third Party: Yes — - 115349.5 185 PW Impact Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55/-55 Other: FW-LC55, Missile Level D, Wind Zone 3. Glass consisted or 5/32" annealed exterior - spacer - 5/32" annealed / 0.100 Solutia Saflex HP / 5/32" annealed. Glass was bedded in Pecora 896 silicone with 5/8" glass bite. 96 x 60 Insulated Laminated Glass ~ Certification Agency Certificate FIz15349 RI C CAC APC 7962.odf Quality Assurance Contract Expiration Date 12/05/2020 Installation Instructions FL15349 R10 II 0,0-0,k 3B.pdf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports 2 of 3 4/13/2018.7:21 AM rlorida Building Code Online https://www.11oridabuilding.org/pr/pi_app dtl.aspx?param=%vGEVX... LFL15349 R10 AE 512277Bvod t Created by Independent Third Party: Yes Bad Neal Contact Us :: 2601 Bletr Stone Road. Tilahassee FL 32399 Phone: 85D•a87-182a The Slate of Florida d an AA/EEO employer. Cdttvnaht 2007-2013 State of FbMa.:: Privacy Statement :: AccessMty Statement :: Refund Statement Under FbrEda law, emal addresses are pubic records. 0 you do not want your e-mal address released in response to a pubicc-records request, do rot send electronic man to this enULY. Instead, contact the office by phone or by traditional maL G you have any questions, please contact 850.4a7.1395. -Pursuant to Section 455.275(t), Florida Statutes, effective October 1, 2012, licensees lkensed under Chapter 455. F.S. must provide the Department wkh an emal address If they have one. The emals provided maybe used for official commuNcallon with the ncensee. However emal addresses are pubic record. If you do not wish to supply a personal address, please Provide the Department web an emaa address whoch can be made avalabb to the public. To determine If you are a license under Chapter 455, F.S., please clock MM. Produce Approval Accepts: Credit Card Safe 3 of 3 4/13/2018, 7:21 AM NOTES: 1. THE PRODUCT SHOWN HEREIN IS OESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. IX BUCK OVER MASONRY/CONCRETE IS OPTIONAL 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. B. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16. OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4'. 9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. 10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11. FRAME MATERIAL: EXTRUDED ALUMINUM 6063-T5. 12. UNITS MUST BE GLAZED PER ASTM E1300-04/09. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE p6 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4- MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. REvtsl 5 ocscwgw am APPROVED REVISED INSTALLATION DETAILS 06/01/15 R.L. REVISED K" MO ADDRESS 10/27/16 1 R.L. 15. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE 010 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4- MINIMUM EMBEDMENT INTO SUBSTRATE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 16. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16• TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4• MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 17. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 18. ALL FASTENERS TO BE CORROSION RESISTANT. 19. INSTALLATION ANCHORS SWILL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm-2.000PSI MINIMUM. 0. METAL STRUCTURE: STEEL 18GA (.0487 FY-33KSI/FU-52KSI OR ALUMINUM 6063-T5 FU-30KSI .048• THICK MINIMUM 20. GEOMETRIC SHAPES ARE ALSO APPROVED. APPROVED GEOMETRIC SHAPES DIMENSIONS SHALL NOT EXCEED INSCRIBED DIMENSIONS OF APPROVED RECTANGULAR ASSEMBLY SHOWN IN SHEET 2. SIGNEO: 11/15/1016 MI WINDOWS AND DOORS, DOORS, LLC ET ST. GRATZ, PA 17030 GEN 9 SERIES 185 ALUMINUM FIXED WINDOW 51D t= 73" X 72" NON -IMPACT y7lNOTESp*• AT OP i 1'Nc.S'cfOR10* G? 9/DNA j1E A Luis R. Lomas P.E. FL No.: 62514 TABLE OF CONTENTS oltow.orc J.L. O 08- RRN 8HEFTNO. DESCRIPTION 1 NOTES NTS as 09/03/14 A023571 OF 12 2 - 3 ELEVATIONS. CHARTS AND GLAZING DETAILS L. RD6ERT0LaM4SP.E LEhISVILLE ACR.sz , 4 - 12 INSTALLATION DETAILS 72 1/2' MAX FRAME WIDTH 6' MAX 18' MAX O.C. -1 6' MAX L 18" 00 MAX O.C. I 71 1/2' MAX HOG T REFER TO CHARTS —_ SERIES 185 ALUMINUM FIXED WINDOW 61 do 12 EXTERIOR VIEW FOR NUMBER OF ANCHORS REOUIREO 72 1/2" MAX FRAME WIDTH 6' MAX 18" MAX O.C. 6" MAX 71 1/2 18' MAX MAX FRAME TO.C. 1HEIGHT REFER TO CHARTS SERIES 185 ALUMINUM FIXED DESIGNER WINDOW 11 do 02 EXTERIOR VIEW FOR NUMBER OF ANCHORS REQUIRED DESIGN PRESSURE RATING IMPACT RATING 60.0PSF NONE NOTES: 1. AWIMUMO.LO.: 6934'X6834• araslO13 REV OESaMPON WE APFROYED A REVISED INSTALLATION OCfAILS 06/01/15 R.E. 8 REVISED MME AND ADDRESS 10/27/16 R.E. CHART rrl Number of enehars required (whhout r/pld 011wq Fame Frame eridlh (in 1lelehl 24.00 341.00 SL00 42A0 4L00 61.00 da00 I fitoo 7L60 1W) Ha1 mb H61 mo N65 iamb Has m0 HISS iamb HISS Immit H61 m0 Has m0 H61 Jamb 24.00 2 2 2 1 2 3 2 3 1 2 3 2 1 2 2 2 5 2 20.00 2 2 2 3 3 2 3 1 2 3 2 1 2 a 2 2 5 2 26.00 2 3 z 3 3 3 3 3 3 3 3 3 5 3 5 3 4L0o 2 3 2 3 3 3 3 3 3 3 3 5 3 5 3 6 3 Q00 2 3 2 3 7 3 3 3 3 3 7 5 3 3 M.00 2 2 3 3 a 3 a a 5 a 4 WAo 2 a 2 3 3 5 3 5 a 3 5 5 g 5 eLob2 2 3 5 3 s 3 0 6 5 0 6 71.50 2 s 2 5 3 5 3 e 3 6 475 7 1 CHART R2 Number of enehore required (with ri ld 611&V Frame Frame wkhb (in) Nei0h1 2400 0.00 36.00 4L00 am 64.00 00.00 4440 7L60 m) N4S Jamb H45 mb HISS Jamb Ha5 HISS Jamb Ha4 mb HaS Jamb HaS mb HISS Jamb 2400 2 2 2 2 3 2 3 2 3 2 a 3 2 a 2 5 2 30.00 2 2 2 2 3 2 3 2 3 2 1 2 a 2 a 2 5 2 28,00 2 3 2 3 3 3 3 3 3 3 3 4 3 3 5 3 42.00 2 3 2 3 3 3 3 3 3 3 4 3 4 3 4 3 5 3 I840 2 3 2 3 3 3 3 3 3 3 a 3 3 3 5 3 fe.00 2 4 2 3 a 3 4 3 4 a 4 a 5 a MAC 1 2 1 a 1 2 1 3 4 3 a a 4 4 a 5 6L00 2 a 2 3 qF3 a3 a a 4 4 4 a 5 4 71.60 2 5 2 5 3 5 3 5 a 5 S 5 5 5 SEE SHEETS 4.7 FOR INSTALLATION DETAILS MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ. PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73' X 72" NON —IMPACT FLANGE do FINLESS ELEVATION 3 CHARTS 0R1YI6 Mo NO. REV J.L. 08-02357 8 srxa NTS I ""TE 09/03/14 sNezt 2 OF 12 L R06ERMLCUM AE 1a>z N 7ODfT3n0 Ra tEN.sua(E. A1G z7a23 42a.660.0600 •e/m SIGNED. 11/15a016 1R LII/ O4f 10EHSF ,dY ir• o„6125 •• * TAT E OF ;44'r Luis R. Lomas P.E. FL No.: 62514 71 Ff HI 6' MAX 72 1/2" MAX FRAME MOTH r—r 18' MAX O.C. —{ 6- TAX— JL 18• j MAX O.C. 1AX AME X;HT j 6' MAX REFER i0 CHART /3 .SERIES 1165 ALUMINUM FIXED WINDOW FOR NUMBER OF EXFEIWR VIEW ANCHORS REOUIREO 72 1/2• MAX FRAME MOTH 6' MAX 18' MAX O.C. J 6' MAX I j MAX O.C. 71 1/2' MAX FRAME HEIGHT 1 IEFER TO CHART ®3 — FOR NUMBER OF SERIES 185 ALUMINUM FIXED DESIGNER WINDOW ANCHORS REOUIRED EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING 60.OPSF NONE NOTES: 1. MAXIMUM O.L.O.: 69 3/4' X 58 3r4' REN510m 0Lv OESCMPIM Alf IPPROyo A REVISED MWALLATION DETAILS 06/O1/15 R.L 8 REVISED MANE AND ADDRESS 1 10/27/16 RL CHART A3 Number of ancbon ulmd n Inswiladon Frame FrM* width (101 16W" 2400 30.40 3500 42.00 40.0 4400 40.00 a0.00 72.30 101 Nis mb Mi9 Iftoahl MI3 JaMb N69 JSM&INSS mb MIS ja.6 NIS Amb MIS mb MI3 Jamb 2400 3 3 3 3 3 3 4 3 1 4 3 4 3 5 3 3 3 6 3 J&00 3 3 3 3 3 3 4 3 4 3 5 3 5 3 0 3 UA0 3 3 3 3 3 3 a 3 4 3 4 3 5 3 5 3 6 3 4LW 3 4 3 4 3 4 4 4 4 4 4 4 5 4 5 4 0 4 48.00 3 4 3 4 3 4 4 4 4 4 4 4 5 4 5 4 0 4 S w 3 4 3 4 3 4 4 4 4 4 4 4 5 4 5 4 0 4 KOO 3 5 3 5 3 5 4 5 a 5 4 5 5 5 5 5 65 06.00 3 5 3 3 3 5 4 5 4 3 4 5 5 5 3 5 6 5 71.50 3 0 3 0 3 6 4 6 4 6 4 6 5 I a 5 0 6 6 SEE SHEET 6 FOR WSTALLA770M DETAILS MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ, PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73' X 72" NON —IMPACT FIN ELEVATION & CHART J.L. 1 08-02357 LE NTS IME 09/03/14 1 Sw 3 OF 12 L ROWRI0 &OHA9 P.f. 432 WOOOFORO RO LEWI,SKLE. AC 2707 434.6660609 .00m SIGNED: 11/15&016 J` 5111 1 I I`r04f o A TTACCrDF Lu = c 0RI'D?• i FdjS ONA i 1 VG`. Lui3 R. Loma3 P.E. FL No.: 62514 WOOD FRAMING OR 2X BUCK BY OTHERS 1/2' MIN. EDGE DISTANCE 1 1/4' L41N EMBEOME14T 1/ BACKER ROD SHIM SPACE APPROVED SEALANT 1110 WOOD SCREW EXTERIOR INTERIOR 010 WOOD SCREW RIGID FILLER BACKER ROD — APPROVED 1/4' MAX. SEALANT r SHIM SPACE WOOD FRAMING II 1 1/41' MIN OR 2x BUCK EMB=OMENTBYOTHERS 1 /2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION 1 1/4" MIN. 1/4' MAX. EMBEDMEhl -- SHIM SPACE T- 1/2 EDGE DISTANCE INTERIORI k10 WOOD U SCREW WOOD FRAMING V EXTERIOR OR 2X BUCK 3Y OTHERS SACKER R00 APPROVED SEALANT JAMS INSTALLATION DETAIL WOOD FRAMING OR ZX BUCK INSTALLATION METAL STRUCTURE BY OTHERS BACKER ROD k APPROVED SEAIANT EXTERIOR BACKER ROD — APPROVED SEALANT METAL STRUCTURE BY OTHERS 1 3/4" MIN. EDGE DISTANCE 3/4' MIN EDGE DISTANCE 1/4' MAY- 9 SHIM SPACE r 10 SMS OR SELF DRILLING SCREW INTERIOR 110 SMS OR SELF DRILLING SCREW RIGID FILLER 1/4' MAX. s j SHIM SPACE a e EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION 1/4' MAX. r SHIM SPACE INTERIOR 110 SM.S OR SELF GRILLING / SCREWS J// METAL EXTERIOR STRUCTURE BACKER ROO BY OTHERS & APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION RMSiM6 REV ocsCk"M arc I NMMOKO A REVISED INSIALLATKIN DETAILS 05/01/15 R.L. 8 REVISED NAME AND ADDRESS 10/27/16 R.L. NOTES., 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNEO IN ACCORDANCE WITH ASTM E2112 SIGNED. 1111512016 MI WINDOWS AND DOORS, LLC 111u11'I,I/, 6GRA Z, PA 1170 OETT bJ`S GEMS'.g1P S * = ir•Vi SERIES 185 ALUMINUM FIXED WINDOW 73" X 72' NON —IMPACT FINLESS INSTALLATION DETAILS WITHOUT FILLERS OF feu` i' • (OR10? •':,4 i spNAI OR=w. Dws NO. RLv J.L. 08-02357 B EaG`` Ylllllll1111 Luis RLuR. as P.E. LomasFL as SMC NTS D"R 09/03/ i 4 SNTI 4 OF 12 L. ROBEFIrOLOWS -E 14nWO FORDRDLEVWSHLLLNC2mzs 4&-m- mos dwasl&wu" w CONCRETE/MASONRY 6Y OTHERS OPTIONAL 1X BUCx SEE N077-S 3 - 7 SHEET I BACKER ROO R APPROVED SEALANT EXTERIOR PACKER ROD At APPROVED SEALANT OPTIONAL IX BUCK — SEE NOTE 3 - 7 SHEET I CONCRETE/MASONRY BY OTHERS 2 1/2' MIN. EDGE OISTANCE 1 1/4" MIN. EMBEDMENT I 1/4" MAX. SKIM SPACE 3/16' TAPCON INTERIOR 3/16' TAPCON 1/4' MAX. FSHIM SPACE L I1 A • h •• pi 1/4" MIN. MBEDMENT a• ' 2 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION 1 1/4" MIN. EMBEDMENT CONCP.ETE/MASONRY 51 OTHERS OPTIONAL 1 X BUCK SEE NOTES 3 - 7 SHEET 1 3/16' TAFCON NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY, 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE OF -SIGNED W ACCOROANCE WIT HASTM E2112 2 1/2' MIN. EDGE DISTAANCE 1 MASONS Rcv DEscilrnam an 4WROVED A REVISER WSTMIATICN OCTAILS 06/01/15 R.L. 8 I REVISED NAME AND AOOaESS 10/27/16 R.L. 0 1/4" MAX. IFdSHIMSPACE INTERIOR EXTERIOR BACKER ROO do APPROVED SEALANT JAMB INSTALLATION DETAIL CONCRET E/AIASONR Y INSTALLATION MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ, PA 17030 SERIES 18! ALUMINUM FIXED WINDOW 73' X 72" NON -IMPACT FINLESS INSTALLATION DETAILS WITHUT FILLERS Olbtw: 7WC ap. N J.L 08-02357 wa[ NTS 0" 1 09/03/14 sNm 5 OF 12 L. ROSERTO LOW RE YAW WOOD 00W RD LEWISVILLE. AC 27= 436-M-OM Apmaf- - I SIGNED: 1111&2016 15 1I 1 lIIjj R L 04f% GENy' 9J1 0 § t= E OF ; 5' V/DNA 11E Luis R. Lomas P.E. FL No.: 62514 WOOD FRAMING OR 2x BUCK BY OTHERS 1/2.- MIN EDGr. DISTANCE 1 1/4' MIN. METAL r EMBEDMENT STRUCTURE 6Y OTHERS J 1/4" MAX 13ACKER RODBACKERROD APPROVED SEALANT SHIM SPACE RIGID FILLER APPROVED SEALANT 110 WOOD SCREW EXTERIOR EXTERIOR INTERIOR 110 WOOD SCREW RIGID FILLER SACKER ROD APPROVED 1/4" MAX. SEALANT TSHIu SPACE WOOD FRAMING i 14- MIN. OR 2X BUCK EMBEDMENTBYOTHERS iI 1 /7." MIN. EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2x BUCK INSTALLATION 1 1/4' MIN. 1/C" MAX. EMBEDMENT r SHIM SPACE: i RIGID FILLER, IN EDGE OISTANCE I FINTERIOR III WOOD SCREW / WOOD FRAMING J VA EXTERIOR OR 2x BUCK BACKER RODBYOTHERS & APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION BACKER ROD APPROVED SEALANT STRUCTURE BY OTHERS T_ I 3/4" MIN. EDGE DISTANCE L 3/4" MIN I" t EDGE DISTANCE 1/4" MAX. SHIM SPACE R. IGID FILLER 110 SMS OR SELF DRILLING SCREW INTERIOR 1910 SMS OR SELF DRILLING SCREW RIGID OILER 1/4" MAX. f SHIM SPACE a a 3/4' MIN EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION 1/4' LOY, r SHIM SPACE RIGID FILLER INTERIOR RE SIM'5 RIv OESCIFT" MT_ APRROKO A I REVGEO INSTALLATION DETAILS 06/01/15 R.L. 8 REVISED MME AND ADORCSS 10/27/16 R.I. NOTES. 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED. 11/1-WO16 I MI WINDOWS AND DOORS, LLC 6GRA50 T MARKET 0%1111111111' 10 SMS OR PA 030 J`%C,EN`sa''i/ SERIES 185 ALUMINUM FIXED WINDOW 73" X 72' NON -IMPACT SELF DRILLING SCREWS 5 • = ATAieMETALEXTERIOR FINLESS INSTALLATION DETAILS WITH RIGID FILLERS gipOF STRIICTIrRE SACKER ROD BY OTHERS EAUWTOVED JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION iD' ' C ORIO • D MA 1NIIUINI Luis R. Lomas P.E. FL No.: 62514 OR" R, J. L. owc NO. 08- 02357 REV B S° 1L' NTS °Ln 09/03/14 —6 OF 12 I4] 7W000FOPOROLENS ENCZM T 434s c" AIL RN RLK9M CUOMO. CKTL APPROVED 2 1/2" MIN. A REVISED INSTALLATICN OCTA1IS 06/01/15 R.L. EDGE DISTANCE B RMSEO NAME AND ACORESS 10/27/16 R.L. CONCRETE/MASONRY BY OTHERS I t 1 1/4- MIN. 1 1 /4" MIN. EMBEDMENT OPTIONAL IX BUCK I EMBEDMENTSEENOTES3 — 7 SHE("f 1 I1 0 r CONCRETE/MASONRY SACKER ROO 1/4' MAX. J BY OTHERS 1/4" MAX. do APPROVED SHIM SPACE SHIM SPACE SEALANT I OPTIONAL Ix SUCK RIGID FILLER SEE NOTES 3 — 7 RIGID FILLERSHEET1 3/16" TAPCON v EXTERIOR INTERIOR 3/ 16" TAPCON INTERIOR BACKER ROO 3/16' TAPCON APPROVED RIGID FILLER SEALANT 1/4' MAX. 2 OPTIONAL 1X BUCK r SHIM SPACE MIN. IN. SEE NOTE 3 - 7 1 EDGE SHEET I L DISTANCE EXTERIOR S ' BACKER RC0CONCRETE/MASCNRY APPROVEDBYOTHERSn1I/4' MIN. SEALANT h EMBEDMENTE JAMB INSTALLATION DETAIL e CONCRETIR ASONRYINSTALLAT CN 2 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRETSMASONRYINSTALLATION NOTES: I. WTERIOR AND EXTERPOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WTH ASTM E2112 MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ. PA 17030 SERIES 185 ALLIMINUM FIXED WINDOW 73" X 72" NON -IMPACT FINLESS INSTALLATION DETAILS WITH RIGID FILLERS oRfAR. oac rio J.L. 08-02357 B SCAT[ NTS 10AM 09/03/ 1 d JVM7 OF 12 L. ROBERO LOWS P.E. tIkv VMWFOR0 R0 LLVASVLLLE NC ZRIM 43de68a600 rm a.•com SIGNED: 111152016 p SATEOF ; Qz F''o OR14P• i's'ONA 11Eav\. Luis R. Lomas P.E. FL No.: 62514 WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD & APPROVED SEALANT 8EH1NO FLANGE 1/2' MIN. EDGE DISTANCE 1 1/4- MIN. EMBEDMENT fI 1 1 1/4' MAX. SHIM SPACE 110 WOOD SCREW METAL STRUCTURE 8Y OTHERS BACKER ROD & APPROVED SEALANT RrHIND FLANGE 1/4- MAX. SHIM SPACE 10 SMS OR LF DRILLING REW EXTERIOR INTERIOR EXTERIOR INTERIOR 10 SMS OR o wooa SCREW SELF DRILLINGSCREWRIGIDFILLER BACKER ROD & BACKER ROO & RIGID FILLER APPROVED SEALANT 1/4" MAX. APPROVED SEALANT BEHIND FLANGE SHIM SPACE BEHIND FLANGE 1/4' MAX SHIM SPACE WOOD FRAMING METAL OR 2X BUCK 1 1/4' MIN. STRUCTURE BY OTHERS EMBEDMENT B" OTHERS 3/4' MIN 1/2' MIN EDGE DISTANCE EDGE DISTANCE VERTICAL CROSS SECTION VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION WOOO FRAMING OR 2X BUCK INSTALLATION 1/4" MAX. 1 1/4- MIN. 1/4' MAX. SHIM SPACE EMBEDMENT F SHIM SPACE T— I T___ 1/2- MIN. 3/4- MIN. INTERIOR aOGE DISTANCE INTERIOR EDGE DISIANCE REASONS REv D=RPnoN DUE I A/ MWO A REVISED INSIALLATION DETAILS 06/01/15 R.E. B REVISED NAME AND ADDRESS 1 10/77/16 R.L. NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BYOTHERS. NOT SHOWN FOR CURRY 2. PERIMETER ANO JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. 10 WOOD I #10 SMS OR GRATZ. PA 17030 SCREW I SELF DRILLING SERIES 185 ALUMINUM FIXED WINDOW SCREWS 73" X 72" NON —IMPACT WOOD FRAMING FLANGE INSTALLATION DETAILS WITHOUT FILLERS OR 2X SUCK EXTERIOR METAL EXTERIOR BY OTHERS BACKER ROD & STRUCTURE BACKER ROD & °RA14N. o"a "° s APPROVED SEALANT BY OTHERS APPROVED SEALANT J.L. 1 08-02357 BEHIND FLANGE BEHIND FLANGE sceE NTS I o"a 09/03/14 s"W 8 OF 12 JAMB INSTALLATION DETAIL JAMB INSTALLATION DETAIL L RDBERiOLOW4S P.E. WOOD FRAMING OR 2X BUG( INSTALLATION METAL STRUCTURE INSTALLATION OAM WOWMM RO LEMSVR I F KC270M 4 41111- " IamlmfroR. wwa aom AqlL SIGNED: 1111512016 G E Ni %lfdP 0 5,V OTE OF Luis R. Lomas P.E. FL No.: 62514 R %,=Ols RLV 0=111PN6N p iE aapg6yEp 2 i/2" MIN. A REVISED INSTALLATION OETAPS 06/01/15 R.L EDGE OISTANCE 8 REVISED NAME ANO ACORESS 10/I7/16 R.L. CONCRETE/MASONRY BY OTHERS 1 1/4" MIN. a a I 1 1/4• MIN. EMBEDMENT OPTIONAL 1X BUCK 6 I EMBEDMENT SEE NOTES 3 - 7 J SHEET 1 1 1 a CONCRETE BACKER ROD & i s MAX. 0 HERS L 1/4' MAX. APPROVED SEALANT SHIM SPACE SHIM SPACE BEHIND FLANGE OPTIONAL 1X BUCK ISEENOTES3 - 7 ISHEET1 3/ 16" TAPCON a EXTERIOR INTERIOR 3/ 16" TAPCON INTERIOR 3/16" TAPCON EACKE.R ROO & APPROVED SEALANT I BEHINDFLANGEOPTIGNAL iX BUCK 1/4" MAX.2 SEE NOTE 3 - 7 SHIM SPACE EDGE v SHEET 1 L I DISTANCE EXTERIOR CONCRETE/ MASONRY BACKER RCO & BY OTHERS a 1 1/4" MIN. APPROVED LANT d d EMBEDMENT a' AEPI G JAMB INSTALLATION DETAIL a . CONCRETEOWSONRYWS7ALL.A111M a 2 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEIMASONRY INSTALLATION SIGNED: 1111512016 MI WINDOWSLLC 11t/o 60W. MARKETOST.00R$, GRATZ, PA 17030 it GEll' y NOTES: SERIES 185 ALUMINUM FIXED WINDOW S* VITATi4i'20707, I.WTEAIORANDEXTERIORFlN/SHESBYOTNERS 73" X 72" NON -IMPACT SHOWN FOR CLARITY. FLANGE INSTAL ATION DETAILS WITHOUT FILLERS 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE yNOT p 5 DESIGNED WACCOAOANCEW/ THASTME2112 p8 BRIO ` J. L.' 08-02357 tX```\ so 1111EAG smrNTS °'R09/03/14 —9 OF 12 L ROBERTO LOMA5 P E. 14W WOODF )RD RD LEt%SVXLE. AC 7l0Y8 Luis R. Lomas P.E. FL No.: 6251a ludW-06B9 dbfflwgAlrw &ccm WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD & APPROVED SEALANT BEHIND FLANGE i/2" MIN. EDGE DISTANCE 1 1/4" MIN. i EMBEDMENT 1 /4- MAX. SHIM SPACE RIGID FILLER 110 WOOD SCREW METAL STRUCTURE BY OTHERS BACKER ROD 3 APPROVED SEALANT BEHIND FLANGE T }/ 4' MIN EDGE DISTANCE t/4- MAX. M1 SHIM SPACE i i RIGID FILLER I10 SMS OR SELF DRILLING SCREW RENSIOIIS m OEXRFnDN ORE APPMED A REVISED INSTALLATION DETAILS 06/01/15 R.I. 8 REVISED NA4E AND ADDRESS 10/27/16 IRL. EXTERIOR EXTERIOR INTERIOR INTERIOR I10 skis OR 110 WOOD SCREW SELF DRILLING SCREW SACKER ROD 11 RIGID FILLER BACKER ROD & RIGID FILLER APPROVED SEALANT 1/4- MAX. APPROVED SEALANT BEHIND FLANGE SHIM SPACE BEHIND FLANGE 1/4• MAX SHIM SPACE NOTES: WOOD FRAMING 1 1/4" MIN. METAL I. INTERIOR AND EXTERIOR FINISNEa BY OTHERS. OR 2X BUCK STRUCTURE I NOT SHOWN FOR CLARITY. BY OTHERS EMBEDMENT BY OTHERS 2PERIMETE:RAND JOINTSEALANT BYOTHERS TOBE 3/4' MIN OESIGNEDIN ACCORDANCE WITHASTME2112 1/2" MIN EDGE DISTANCE EDGE DISTANCE VERTICAL CROSS SECTION VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION WOOD FRAMING OR 2X BUCK INSTALLATION 1/4" MAX. 1 1/4" MIN 1/4' MAX. SHIM SPACE EMBEDMENT i SHIM SPACE T_ RIGID FILLER l""-- RIGID FILLER 1/2" MIN. 3/4' MIN. INTERIOR EDGE DISTANCE INTERIOR EDGE DISTANCE MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. I10 WOOD 110 SMS OR GRATZ, PA 17030 SCREW SELF DRILLING SERIES 185 ALUMINUM FIXED WINDOW SCREWS 73" X 72" NON —IMPACT WOOD FRAMING OR 2x SUCK EXTEA/OR METAL EXTERIOR - FLANGE INSTALLATION DETAILS WITH RIGID FILLERS BY OTHERS STRUCTURE 1p,, Or G RO ;F BY OTHERS HACKER ROD kBACKERR00do DR APPROVED SEALANT APPROVED SEALANT J.L. 08-02357 6 BEHIND FLANGE BEHIND FLANGE sTA NTS 01 09/03/14 1 S"T 10 OF 12 JAMB INSTALLATION DETAIL JAMB INSTALLATION DETAIL L RODERTO LOANS P.E WOOD FRAMING OR 2X BUCK INSTALLATION METAL STRUCTURE INSTALLATION f4W NUODFORO RD LEWISVILLE AL 27= 436404= Ah7mfv0www wm SIGNED: 11/1 & 2016 v ENS'. fp 4T?Afr_0_ F-mQ: x 0 0R0" t i",/ s,ONA ' t \\\ Luis R. Lomas P.E. FL No.: 6251 L 2 1/2' MIN. EDGE DISTANCE CONCRETE/MASONRY I BY OTHERS 1 1/4' MIN. OPTIONAL 1 X BUCK EMBEDMENTa SEE NOTES 3 - 7 - SHEET 1 It BACKER ROD Sc APPROVED SEALANT BEHIND FLANGE EXTERIOR BACKER ROD & - APPROVED SEALANT BEHIND FLANGE OPTIONAL Ix BUCK - SEE NOTE 3 - 7 SHEET I CONCRETE/MASONRY - BY OTHERS 1 1/4' MIN. EMBEDMENT CONCRETE/MASONRY 1/4 MAX. BY OTHERS SHIM SPACE OPTINAL RIGID FILLER SEE OTESx38UC7 SHEET 1 3/16' TAPCON INTERIOR 3/16' TAPCON 3/16' TAPCON RIGID FILLER 1/4' MAX. I SHIM SPACE I A • 1 1/4• MIN. a EMBEDMENT 4 a 2 1/2' MIN. EDGE INSTANCE. VERTICAL CROSS SECTION CONCRETE444SONAV INSTALLATION 2 1/2' MIN. EDGE DISTANCE Rfvt90Ns REV OMRFWN CATE I M WVED REVISED INSTALLITaN DETAILS 06/01/15 •'t.L 3 REVISEG NAME AND ADDRESS 10/27/16 R.L. C 1/4• MAX. o SHIM SPACE RIGID FILLER a l INTERIOR 1 v EXTERIOR BACKER ROO & APPROVED SEALANT BEHIND FLANGE JAMB INSTALLATION DETAIL C0NCRETE*MSONRYWSTAL ATION SIGNED., 111152016 MI WINDOWSDOORS, LLC I IlloNOTES i. INTERIOR AND EXTEROORFINISNES,BYOTNERS, W. MARK GRATZ, PA 17030 N\\ R fir •GENs'9s NOTSMOWNFORCLARITY. RPERIMETER AND JOINT SEALANT BYOTNERSTOSE SERIES 185 ALUMINUM FIXED WINDOW DESIGNEOWACCORDANCENTTHASTME2112 73" X 72" NON-IMPACT FLANGE FAYPO INSTALLATIONDETAILSWITHRIGIDFILLERS13•F Ly FS:° ORIO* ` aRanrr. we Na J. L. 08-L022357 8 iOMA11EdN as MIUNTS09/03/14 11 OF 12 L ROBERTO LOLAS P E Luis R. Lomea P.E. 14K- V4=FOROR0 LEWISV4LE. NC 2XIM 4V40. 08" Ear rbm .cm FL No.: 62514 APPROVED SEALAA? BEHIND FIN 1 1/a' MIN. EMBEDMENT 06 WOOD WOOD SCREW . FRAMING 8Y OTHERS 1/4- MAX. I SHIM SPACE WOOD FRAMING 1/4 MAX 3/B' MIN SHIM SPACE EDGE DISTANCE BY OTHERS 1 j6 WOOD SCREW INTERIOR INTERIOR EXTERIOR 1/4- MAX SHIM SPACE 3/8" MIN j I EDGE DISTANCE 06 W000 WOOD SCREW FRAMING APPROVED — i 1/4• MIN. BY OTHERS SEALANT EMBEDMENT BEHIND FIN VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTAUA7XW 1 1/4- MIN. EMBEDMENT APPROVED SEALANT BEHIND FIN EXTERIOR 3/8- MIN EDGE DISTANCE JAMB INSTALLATION DETAIL W170D FRAMING OR 2X BUCK IASTALLATION REVISggS REV lIC5CRm11pN LATE MA.L. A REVISEDINSTALLATION OETAILS O6/01/ 158REMSEDNAMEANOµXIRE55 10/27/16 NOTES: I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOWT SEALANT BYOTHERS TO BE DESIONED 6V ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ. PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73' X 72` NON —IMPACT FIN INSTALLATION DETAILS ORAWX IMG Nro. J.L. 08-02357 s^xE NTS w1E 09/03/14 19UT 12 OF 12 L ROBERTO LOMAS P.E. I.z MOOOFORD RO LEM9VILLE. AC 22= ad,6111- 9 111pausewmnawLeckm SIGNED. 11115 2016 J• •v\G E NSF9cP 44eSOF ; Luis R. Lomas P.E. FL No.: 62514 Florida Building Code Online https://www.floridabuilding.org/prlpi app_dtl.aspx?param=wGEVX.... RegulationPwm DAL mvatr'n'jT C -0Business & Professional aCrS Home I Wg In 1 User Registration I Hptibpas subne swwrge 1 stats a rack I K61ketiom I FaC Staff 1805 Site Map I U*s I Search , lida 2- " Product Approvalr0USER: Ktk User 3u{eGtPflDaxvar lery4 > rVDI!Ct pl EpDLkeIIDRSeeDW > BDR qj]%nW > AppRotion Detail FL 4 F1.15353-113 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer MI Windows and Doors Address/ Phone/Email 650 west Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsitlinger@miwd. com Authorized Signature Brent Sitlinger bsitlinger@miwd. com Technical Representative Address/ Phone/Email Quality Assurance Representative Address/ Phone/Email Category Windows Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Luis R Lomas, PE the Evaluation Report Florida License PE-62514 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 22/31/2018 Validated By Steven M. Urich, PE Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Validation Checklist - Hardcopy Received E4 51 .53R3COIFL.COI.p4f Standard AAMA 450 Year 2010 1 of 3 4/13/2018, 7:26 AM Florida Building Code Online https://wwxv.floridabuilding.org/pr/pi app_dti.aspx?parain=wGEVX... Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 10/16/2017 10/23/2017 10/26/2017 12/12/2017 FL A Model, Number or Name Description 15353.1 15764 Horizontal Aluminum Mullion Limits of Use — Installation Instructions Approved for use in HVHZ: No F.L15353_R3_II @ Q 936@,Rd! Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A I Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion FL15353 R3 AE 5120728.Qdf span: 104-1/4". I Created by Independent Third Party: Yes 15353.2 5764 _ Vertical Aluminum MullionILimitsofUseInstallationInstructions Approved for use in HVHZ: No FIJU53-133_1LQR_Q19320.Of Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent third Party: YesIDesignPressure: N/A Evaluation Reports Other: Max single window size: 52-1/3" x 84". Max mullion FA,15353 R3 AE 5120635 111 span: 83" - Created by Independent Third Party: Yes _ -- 15353.3 5765 Horizontal Aluminum Mullion Limits of Use 1 Installation Instructions Approved for use In HVHZ: No FU5353R3 11 08-01.449B.odf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 I 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 EL35153 93 E 5jZQ7.34•e R span: 156-3/8" Created by Independent Third Party: Yes 15353.4 15765 -- Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R3 Il 08-014408.00 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 532064B.2df 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 FL15353 g 11 08-01442B.od Approved for use outside HVHZ: Yes Verified By- Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes j Design Pressure. N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion ¢I 15353 R3 AE 5.120 6B.O.4f length - 83". Created by independent Third Party: Yes 15353.6 1 CM-18520 — —_ Horizontal Aluminum Mullion _ Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R3 II 08-014538.21JI 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 5120758.gQf span - 156-3/8" — — -_ --Created by Independent Third Party: Yes --- 15353.7 I CM-18523 I Horizontal Aluminum Mullion 2 of 3 4/13/2018, 7:26 AM Florida Building Code Online htips://www.floridabuilding.org/pr/pr_app_dtl.aspx?pardin=wGEVX... , Limits of Use Approved for use In HVHZ: No Approved for use outside HVMZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Max single window size - 52-1/6" x 84" span - 104-1/4". 15353.8 ICM-18531 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Max single window size: 52-1/8" x 84". span - 83" Tit- •_ -- --• - - Installation Instructions UW-3 R3 11 08_014.52B_p f Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports Max mullion FL35353 R3jAE 51207 B.pdf Created by Independent Third Party: Yes Vertical Aluminum Mullion Installation Instructions- f_L35353 R3 11 OB.O_4143D.p f Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports Max mullion EL15353 R3AE 5j20678•Rdf Created by Independent Third Party: Yes 15353.9 CM-18532 Horizontal Aluminum Mullion Limits of Use - — - - _ Installation Instructions - Approved for use In HVHZ: No FL15.353 R3 [[L_0$=0j553 f Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62524 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 FL353". _ AE 5120778,pdf 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 FJ,15353 R3_p OB-01444B,pdf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion FL15353_R3-AF-5jMB5,pdf span: 83" Created by Independent Third Party: Yes 15353.21 CM-18534 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use In HVHZ: No EL1.5353 R3RjJL- 8-01454B.pdf Approved for use outside HVHZ: Yes Verified By: tuts 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 FL15} ,3 3p E ,I?gr span: 156 3/8". Created by Independent Third Party: Yes Badt Ne- LDDtalrLVS :: 2fi0.LBlatr Sto_na Road- Tarhasseq FI.32+o0 pqQ_+e7-ley The state Of Fbrlda Is on ANEW employer. QOpyjbht 2007.2013 sgs%of FIMVL :: a20SY statement :: lkcrssblav sleteIDSRt :: Bt(laldStdtet^SLK Under Florida law, emal addresses are Pubk records. IT you do rot want your a -moo 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. 0 you have arty questions, please contact 850.487.1395. 'Pursuant to Section 455.275(t ). Florida Statutes, effective October 1, 2012, kensees licensed under Chapter 455, F.S. must provide the Department with on emal address / they have one. The emalls provided may be used for olr¢ml communication with the kereee. However emal addresses are pubic record. 9 you do not wish to supply a Personal address, please provide the Department wth an emal address which can be made ovalable to the public. To determine r you are a konsee under Chapter 455, F S., please tick tim. Product Approval Ampte: Credit Card Safe 3 of 3 4/13/2018, 7:26 AM NOTES' 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED 10 COMPLY WITH REOUIREMENTS OF THE FLORIDA BUILDING CODE. 2) WOOD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WINO LOAD DURATION FACTOR Cd=T.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 4) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS UP TO WIND ZONE 3. 5) DESIGN PRESSURE AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY TO MULLION. WINDOWS MUST BE APPROVED UNDER SEPARATE APPROVAL. 6) SINGLE WINDOWS 70 BE MULLEO ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAWING. WINDOWS MUST BE MANUFACTURED BY MI WINDOWS AND DOORS. INC. 7) DESIGN PRESSURE OF MULLED UNIT SHALL BE CONTROLLED BY TAE LESSER DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW OR DOOR UNIT. 8) UNITS MAY BE MULLED TOGETHER INDEFINITELY AS LONG AS SINGE UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED AND MULLION IS ANCHORED AS SHOWN HEREIN. 9) MULLION VERTICAL INSTALLATION IS SHOWN. MULLION MAY BE USED IN HORIZONTAL APPLICATIONS AS LONG AS DIMENSIONS INDICATED HEREIN ARE NOT EXCEEDED AND MULLION IS ANCHORED ACCORDING TO THIS DOCUMENT. DESIGN PRESSURE TABLE INSTRUCTIONS: 1) DEFINE REOUIRED DESIGN LOAD PER FLORIDA BUILDING CODE CHAPTER 16. 2) DETERMINE TRIBUTARY WIDTH AND MULLION SPAN BASED ON PRODUCT TO BE INSTALLED. SEE FORMULA FOR TRIBUTARY WIDTH. 3) LOCATE MULLION SPAN (UNIT HEIGHT) AND TRIBUTARY WIDTH. AT THE INTERSECTION OF ROW AND COLUMN CONTAINING THE MULLION SPAN AND TRIBUTARY WIDTH RESPECTIVELY IS THE MULLION RATING FOR PRODUCT IN STEP 2. MULLION RATING MUST BE EQUAL OR GREATER THAN REOUIRED DESIGN PRESSURE OBTAINED IN STEP 1. TRIBUTARY WIDTH - Wl + W2 2 REy1s1016 RLV 6ESCMPnM IYiC APPRWM REV= 1NSMUA1110N DETAILS 06/10/15 R.L. B REVISED ANCHORING NOTES h INSTL OCT. 06/07/17 R.I. ANCHORING NOTES: 1) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE 110 WOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8' MINIMUM EMBEDMENT. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS SHEET 3. 2) FOR ANCHORING INTO CONCRETE USE 1/4' ELCO ULTRCON TAPCON WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT WITH i" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS SHEET 3. 3) FOR ANCHORING INTO METAL USE #10 SMS OR SELF DRILLING SCREW WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MONIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS SHEET J. 4) ALL FASTENERS TO BE CORROSION RESISTANT. 5) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT 9E USED IN SUBSTRATES W17M STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD - MINIMUM S°ECIFIC GRAVITY OF G=0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). 0. METAL. STRUCTURE -STEEL 18GA (.048') FY=33KS1/FU-521(SI OR ALUMINUM 6063-TS FU-30KSI .052' THICK MINIMUM. 6) FOR ATTACHING WINDOW UNITS TO MULLION USE #10 SELF TAPPING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A MINIMUM EMBEDMENT OF THREE THREADS PAST THE MULLION WALL. LOCATE SCREWS 6' FROM EACH MULLION END AND 12" MAX. O.C. THEREAFTER. STAGGER, SCREWS AT EACH WINDOW. TABLE OF CONTENTS SHEET NO, DESCRIPTION 1 NOTES 2 CONFIGURATIONS AND OP CHART 3 INSTALLATION DETAILS 4 COMOONENTS MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ. PA 17030-0370 5764 - VERTICAL MULLION 63` MULLION SPAN GENERAL NOTES ORGR'w• OwC N4. V.L. 08-01439 C&E NTS 0'7E 01/11/12 1 SH[R 1 OF 4 L ROBERTO LO"OtS AE. IAV WOODFOW RD IEWISVUE. NC 27Bz7 uressosos dbossealmmm.om SIGNED. 10/130117 Ifjjj NON`a IR I IE ? f/'i GENSF.'9d, TAT 6EOF •a Luis R. LoR103 P.E. FL No.: 6251 A 107 CCMBI+IEO WIDTH I i W1 -{- w2 _..III 83' FRAME HEIGHT WINDOW WKWOW MULLION SPAN) L J L-Al J If 107 3/8' COMBINED WIDTH Wl I II SY FRAME WINDOW J HEIGHT WINDOW MULLICN SPAN) J J 107 3/s• COMBINED WIDTHF_ j W2 3•E Wl J WINDOW J F HEIGHT W wINDo MULLION SPAN) J J J W I 107 /83/8' COMBINED WIDTH Deskm aressure radna fns8 Mullion span n butery width (in) 18. 13 2150 30.00 42.00 48.00 5Z 13 25. 00 12MO 12MO 120.0 12MO 1200 120.0 37. 38 120.0 120.0 120.0 120.0 12M 0 120.0 49. 63 120.0 9&3 81.2 7&9 75.2 75.1 SZW 71.0 522 39.7 359 3&4 3Z3 415. 83 59.6 43.7 33.0 29.6 27.4 26.3 72. 00 Z.9 32.7 24.4 21.8 119 1&0 84. 00 2111 20.3 LARGE AND SMALL MISSILE IMPACT. LEVEL 0. WINO ZONE 3 DIMENSIONS IN CHAATARE FRAME DIMENSIONS AND DO NOT INCLUOE FLANGE 107 3/8- COMBINED WIDTH wl -{- w2 1, 00, IFRAME /"WwHEIGHT MULLION SPAN) J J l07 3/6" COMBINED WIDTH 83' J J WINDOW J FRAME HEIGHT WINDO% / i/ WINDO MULLION SPAN) / J J W 1 -{ j-- Y!2 107 3/8" COMBINED WIDTH REY& ONS I RN I DESC RIPI10N I MAIL I APPROVED A I REVISED INSTALLATION OETAIS 00/10/15 IR.L. 6 IftNISEDANCHOJIVING NOTES t INSTL DET. 06/07/17 JR.L. 3/ B• COMBINED W10TH1 FW,107 Yn Bj, 1 J WINDOW J FRAME HEIGHT WINDO1 WINDOW MULLION SPIN) APPROVED CONFIGURATIONS MULTIPLE UNITS MAYBE MULLED TOGETHER AS LONG AS COMBINED WIDTH DOES NOT EXCEED 107 "' AS SHOWN HEREIN. Des airessure radn with rebar Mullion Wen on) I&IJ 2150 butary width 30. 00 142.00 in 48. 00 52.13 2AW 120.0 120.0 120.0 120.0 I20.0 12D.0 37. 38 120.0 120.0 120.0 120.0 120.0 120.0 49. 63 120.0 98.3 01.2 76.9 712 711 02. 00 95.2 70.0 53.3 4&1 44.8 484 OEM 80.0 5&6 M.2 39.7 3&7 35.3 72. 00 60.3 43.9 32.8 29.2 26.7 25.5 b100 37.7 1 27.3 20.1 17.7 1&0 1 1&1 LARGE AND SMALL MISSILE IMPACT. LEVEL D. WIND ZONE 3 DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND 00 NOT INCLUDE FLANGE. W1 Nil-- W2 107 3/8' COMBINED WIDTH III WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRAZ. PA 17030-0370 5754 - VERTICAL MULLION 83" MULUON SPAN APPROVED CONFIGURATIONS AND RATING CHARTS V. L. 1 08-01439 sc" NTS - 01/11/12 -^ 2 OF L ROSEN TO LOMAS P.E IAV WOOFGWD RO LEWIS" US AV 27073 48r6ee460s CO" SIGNED: 1011WO17 ENs.Lp p•• TATB OF ; OR 4P Luis R. Lomas P.E. Fl. No.: 6251 A 4 Lr=_ f oil 1" TMINEDGEDISTANCE MASONRY/CONCRETE BY OTHERS 1 1 1/4" MIN EMBEDMENT I 1/4" ELCO ULTRACON TAPCON SECT5796 CLIP OPTIONAL REBAR SECT5764 MULLION MTOGOO22 CLIP 110 WOOD SCREW 1 3/8" MIN. EMBEDMENT 1/2" MIN, L` WOOD FRAMING/ 21 BUCK EDGE BY OTHERS DISTANCE VERTICAL CROSS SECTION MASONRYiCONCRE71F AND WOOD FRAMING INSTALLATION NOTE: CLIPS MAY BE USED IN MASONRY/CONCRETE OR WOOD FRAMING SUBSTRATE. MVISONS oc5cmaN DATE I NWRO W REVISED 1NSTALLAnON DEIAILS 106/10/15 R.L. REVISED ANCHORING NOTES & INSTL mr. 06/07/17 R.L. UT000022 CLIP 10 SMS OR SELF DRILLING SCREW 1/2" MIN. L METAL STRUCTURE EDGE BY OTHERS DISTANCE VERTICAL CROSS SECTION METAL INSrALLATION MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ. PA 17030-0370 5764 — VERTICAL MULLION 83" MULLION SPAN INSTALLATION DETAILS oww V.L. 08-01439 SCALE NTS " 01/11/12 S"W3 OF 4 L ROBERTO LOF"S AE 14M KMOMFORO R0 LENt5V9JA RC ZRIM 4364"'m Atrl aae1 SIGNED: 1011312017 J` 5111 111`/ 09ENy P_ 0 5 SATE OF • a= Luis R. Lomas P.E. FL No.: 62514 F— 2.140" —1I 1.t= I SECT5764 MULLION ALUMINUM 6005.73.125' THICK j i. RF-14 2 REBAR 16 GA (.062) GALVANIZED STEEL NOTES: 1. CLIPS MAY BE USED IN MASONRY/CONCRETE OR WOOD FRAMING SUBSTRATE. 2. FOR WOOD & METAL INSTALLATION USE ALL FOUR ANCHOR LOCATIONS. 3. FOR CONCRETE INSTALLATION USE 2 ANCHOR LOCATIONS ONLY WITH 3 1/4- SEPARAnON BETWEEN ANCHORS. 3.26/' 1.375- 0.625' L 3.250" 0.8A3" T— 4.000' O MT000022 CLIP 16GA (.06J7 GALVANIZED STEEL SEE NOTE 2 A J. THIS SHEET. 3 750' 2.189' t. 0" - 0.375" 1_ I 0.8a3" - T— 1.562' 2x 00.210" 1.562' O SECT5796 CUP FOR WOW FRAMING INSTALLATION ALUMINUM 606J•T5 . I2S" THICK aLr,So s OESCRPIM 0.1c 1 AVPR0IED REVISED INSTALLATION DETAILS 106/10/15 I R.L REVISED ANCHORING NOTES & INSTL OCT. 05/07/17 1 R.L. 3.750' --{ 1.000' I III— C.375' 0.422" 2 032" L 0.643" 2.a75- SECT5796 CLIP \- 2x 00.210" FOR CONCRETE INSTALLATION ALUMINUM 6053-T3.125' THICK MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ. PA 17030-0370 5764 - VERTICAL MULLION 83" MULLION SPAN COMPONENTS V.L. 1 08-01439 SGLE NTS WTE 01/11712 -4 OF 4 1. RCI ERTCLDLMSP.E 14Jd IrDDFM RD LEWSVIILE NC 2= A.N{66-06V9 .00m SIGNED: 1011312017 r,•v GENSFgiP 0 S O E OF 0RVD Luis R. Lomas P.E. FL No.: 6251A Florida Building Code Online https://www. floridabil i ld i ng. org/pr/pr_app_dt I. aspx?param=wG E V X ... 5 oil i Professional i: rofess onal Regulation GCraNam: nPAV1PUR etin 0IV101iUI C6',TAgDCFd 0Fl Oda 4 r Product ApprovalbUSER: PuM user ftdWct-AP=V6LH9n4 > PrOdlttt.gTAW RL4 JMXb > Amr Ln Ikt > APpautbn Oetea FL 4 FL13223-R4 Application Type Revision Code version 2017 Application Status Approved Comments Archived Product Manufacturer James Hardie Building Products, Inc. Address/Phone/Email 26300 La Alameda Ste. 250 Mission Viejo, CA 92691 909)349-2927 pingsheng.zhu@jameshardle.com Authorized Signature Pingsheng Zhu pingsheng.zhu@jameshardle.com Technical Representative Pingsheng Zhu Address/Phone/Small 10901 Elm Ave. Fontana, CA 92337 909)349-2927 pingsheng.zhu@jameshardle.com Quality Assurance Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 909) 349-2927 pingsheng.zhu@jameshardle.com Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Ronald 1. Ogawa the Evaluation Report Florida Ucense PE-24221 Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated By John Southard, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL13223 R4 COI RIO - Certificate of Indeoendence.por Referenced Standard and Year (of Standard) Standard Year ASTM C11B6 2007 ASTM E330 2002 1 of 3 4/13/2018, 7:29 AM Florida Building Code Online hitps://www.floridabuilding.org/pr/pi app_dtl.aspx?param=wGEVX... Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Florida Licensed Professional Engineer or Architect FLj .231 R4 Eouly RIO-2692E-17 ASTM C1186 equlvalency of Method 1 Option D 08/09/2017 08/25/2017 08/28/2017 10/10/2017 Summary of Products FL V — Model, Number or Name 13223.1— Cempanel Siding Limits of Use i Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes I Impact Resistant: Yes Design Pressure: N/A Other. For use Inside a HVHZ Install In accordance with NOA 17-0406.06 13223.2 TrdiePanel Siding — Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: For use Inside a HVHZ Install In accordance with NOA 17-0406.06 113223.3 Prevail Panel Siding l Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A i Design Pressure: N/A Other: For use Inside a HVHZ Install in accordance with NOA 17-0406.06 Description nber-cement panel slding Installation Instructions FL13223 R4 11 cempaLlel-Installatlon.pdf FL13223 R4 11 NOA 17-04_0.6_06.pd FL13223 R4 11 RI0_2689-17 Panel to Furrino.pof FL33223 R4 11 RIO-Z686-17 Panel Wood Metal Frame.pdf Verified By: Ronald 1. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports F4137s23 R4 AE NOA 17-04nr nr.-pdr FL13223 R4 AERIQ2689-17 Panel to Furrino:pdf FL ) R4 A 2686-17 Panel Wood Metal FrEpme.pdr Created by Independent Third Party: Yes fiber -cement panel siding Installation Instructions FL13223 R4 Il HardiePanel-Installation.pdf FL13221 R4 11 NOA 17-Q4Q6 ;U6,pdf EL13223 R4-1!—E10 2689-17 PpLel to Furring.pdf R132j3_R4 11 RIO-2686-17 Panel Wood Me101 Frame.pdf Verified By: Ronald 1. Ogawa 24221 Created by Independent Third Party: No Evaluation Reports FL13223 R4 AE NOA 17-0406.06.pdf FL13ZZ3 R4 Ag RIO 2689_17 Panel to Furring FL13223 R4 AE RIO-2686-17 Panel Wood Metal Frame.pd Created by Independent Third Party: Yes 1 fiber -cement panel siding — _— installation Instructions FL13223 R4 11 NOA 17-0406.06.pdf FL13223 R4 If Prevail-Panel-lnstallatlon.pdf FL13223 R4 11 RIO 2689-17 Panel to Furrina df FL13223 R4 11 R10-2686-17 Panel Wood Metal FramC.pdf Verified By: Ronald 1. Ogawa 24122 Created by Independent Third Party: No Evaluation Reports FL13223 114A N OA 17-0406A.6.pAf FL13223 R4 AE_RIO 2689-17 Pant ftg_FyL=..pdf FL13223 R4 AE R1Q-2686_S_7 Panel Wood McWI Frame.pdf Created by Independent Third Party; Yes Badr PIO: e i ntnGJJs :: Z501B1a><StpnirRoad.3Dlgbassee.FJ..3Z793 Phone: esn•s7•tez4 The Slate of FbAla b an AjEe0 empbyer. Cowduld 21307-2a13 State of Florida.:; ,$tgtpp yQt :; QKgLbWUkkCMCM :: R.rlund StAtMent 2 of 3 4/13/2018, 7:29 AM Florida Building Code Online https://www.f oridubuilding.org/pr/pr_app_dtl.aspx?param=wG EVX... I Under Florida law, email addresses are pubic records. U you do not want your e-mall address released In response to a pubavrecords request, do not send electronic mall to this entity. instead, contact the office by phone or by traditional mat 7 you have any questions, please contact 550.487.1395. • Pursuent to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees icensed under Chapter 455. P.S. must provide the Department with an emal address f they have one. The emaoz provided may be used for official communication with the atensee. However emal addresses are public record. 9 you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the pubic. To determine It you are a kersee under Chapter 455, F.S., please cg* IMM, Product Approval Accepts. LF- - Credit Card Sate 3 of 3 4/ 1312018, 7:29 AM Florida Product Approval HardiePanel° Siding 0 For use inside HVHZ: o HardiePanel Siding fastener types, fastening schedule, and installation shall be in accordance with the Miami -Dade County Florida NOA 17- 0406.06. Consult the HardiePanel product installation instructions on the follow pages for all other installation requirements. For use outside of HVHZ, o HardiePanel Siding fastener types, fastening schedule, and installation shall be in accordance with Engineering Evaluation Reports RIO-2686-17 or RIO-2689-17. Consult the HardiePanel product installation instructions on the follow pages for all other installation requirements. m Hardie Panel®"M.19. JamesHardie Vertical Siding INSTALLATION REOUIREMFMS RESIDENTIAL SINGLE FAMILY ONLY - PRIMED & COLORPLUS' PRODUCTS EFFECTIVE SEP m to orthe 2013 Ylsit yy ykv»eJtardtbrtl le.the most rect1r11 version. SMOOTH • CEDARMILL® • SELECT SIERRA 8 - STUCCO IMPORTANT: FAILURE TO INSTALLAND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND JAMES HARDIE WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY, AFFECT SYSTEM PERFORMANCE, VIOLATE LOCAL BUILDING CODES, AND VOID THE PRODUCT ONLY WARRANTY. BEFORE INSTALLATION, CONFIRM THAT YOU ARE USING THE CORRECT HARDIEZONE INSTRUCTIONS. INSTALLATION OF HZ10"m PRODUCTS OUTSIDE AN HZ100 LOCATION WILLVOID YOUR WARRANTY. TO DETERMINE WHICH HARDIEZONE APPLIES TO YOUR LOCATION, VISIT WWW.HARDIEZONE.COM OR CALL 1-866-942-7343 STORAGE & HANDLING: Store flat and keep dry and covered prior to installation. Installing siding wet or saturated may result in shrinkage at butt joints. Carry planks on edge. Protect edges and corners from breakage. James Hardie is not responsible for damage caused by Improper storage and handling of the product. — CUTTING INSTRUCTIONS Ot/ moorls INDOORS 1. Position aging station so brat wind will bow dust avrdy from user 1. Cut only using scam and snap, or shears (manual, elecbic or pneumadc). and oculars to w orld qp area. 2. Position cuffing station in well -ventilated area 2lJse cure of the Idbw lg rne9hod, a eat 1. Score and sap 1. Shears (manual, electric or pneumatic) NEVER use a power saw Indoors b. Baiter: L Dist reducing laroular saw a=* Milt a NEVIN use a circular saw Made that roes nil cry tice Nanls8lade saw Made trademark flat deBladm• saw Made and WA vacuum mNacUm NEVER dry sweep — Use wet suppression or HEPA Vacuum c. Good: 1. Dust reducing circular saw with a livdeahade saw blade 0* tse lot Iovv to rnodande al6rlg) Importam Note: For maldmum prdect on (lowest rapirahle dust production). James Hardie raw nme ds always using'Besi'-bwl atgrg methods wham feasbla Id09i• alproved respirators can be used in eoniu ct on with above cul" practices to further reduce dust Wallores. AddlUonal aVosure Infomallnn is awal4Me at vewlerneshardlecom to help you determine the most approprkdo cuffing meliod for your Ob requUanads. li concern still eft about wasure levels or you do rol complywltll the above paeboes, you should akvays a =it a qurdied Industrial trygi ist or contact Janes Hartle la tuner Intarn-won. sonenee GENERAL REQUIREMENTS: These instructions to be used for resider tial single family installations only. For Commercial / Mulb-Family installation requirements go to www.JamesHardleCommerclal.com HardiePanel* vertical siding can be installed over braced wood or steel studs spaced a maximum of 24" o.c. See genemal lastening requirements. Irregularities In framing and sheathing can minor through the finished application. James Hardie recommends installing HardiePanel on a capillary break WhsaeerVfurrirg) as a best practice. Information on Installing James Hardie products over foam can be located in JH Tech Bulletin 19 at www. lamohardle.com A water -resistive barrier is required in accordance with local building code requirements. The water -resistive barrier must be appropriately installed with penetration and junction flashing In accordance with local building code requirements. James Hardie will assume no responsibility for water infiltration. James Hardie does manufacture HardieWrap• Weather Barrier, a non -woven non -perforated housewrapl, which complies with building code requirements. When Installing James Hardie products all clearance details in figs. 5,6,7,8,9,10&11 must be followed. Adjacent finished grade must slope away from the building In accordance with local building codes - typically a minimum of 6" in the first 10'. Do not install James Hardie products, such that they may remain in contact with standing water. HardiePanel vertical siding may be Installed on vertical wall applications only. DO NOT use HardiePanel vertical siding in Fascia or Trim appplications. Some application are not suitable for ColorPlus. Refer to ColirPlus section page 3. DO NOT use stain, oiValkyd base paint or powder coating on James Harole•' Products. For larger projects, including commerclal and multi -family projects, where the span of the wall Is significant in length, the designer and/or architect should take Into consideration the coefficient of thermal expansion and moisture movement of the product in their design. These values can be found in the Technical Bulletin 8 " Expansion Characteristics' at www.JamesHardie.com. INSTALLATION: Joint Treatment Fastener Requirements • Vertical Joints - Install panels in moderate contact (11g.1), alternatively Positionfasteners318" from panel edges and no closer than 2" away from corners. Do not nail Into corners. joints may also be covered with battens, PVC to metal jointers or caulked ( Not applicable to ColorPlue Finish) (fig. 2). HardiePanelVerticalSidingInstallation • Framing must be provided at horizontal and vertical edges for nailing. Horizontal Joints Provide Z flashing at all horizontal joints (fig. 3). HardiePanel vertical siding must be joined on stud. Figure 2 Figure 3 Double stud may be required to maintain minimum edge waterreNewe barrier wa'e rems„w2 x 4barstud Y 9 4 stud z. 4 scud water-ralsdve warerre s1Ne nailing distances. barge barter Figure 1 Stu water -resistive barrier sheathing HardlePan o O ventral Nell free e malls 3/8min. from panel edges prate ? ° moderate contact keep fasteners 2' away from comers l: l. Batten Joint " H" Joint water resiedve banter 2 x 4 stud leave appropriate gap between panels, than GWX' Caulk Joint Ndt applicable m CobrPha° FidsN Apply caulk in ac aidance with caulk manulackrer's written application Instructions. r upper piano r upper panel Donal 1/ 4' gap DD not 1/4" gap Z-Ilashbrp f Z•118atdtrg decorative band beard IlA%V lower panel Figure 4 Racommadabon: When Instilling Siena a. provide a double stud at panel Joints to avoid nailing through grooves. For additional imormallon on Hardlewraplm Weather Balmer, consull James Hardie at 1.666-4Hardte or www.hardlew .corn WARNING: AVOID BREATHING SILICA DUST Jame Ilatpe• praduds tanWn resptrebls tsystaRie arm, rdddt b Wsrwn m are state d Gdada m rase cartcar aid ls omsidared fir rw+c end laosl m be a orue d terra Iran some of cupatlottal tmros. BreeWrq aC,l: Sire tlmgadadtKDlabte Sao dlbltan also alusadsaalhg aid OaanidaYfatalin9 daB8S0 olbd 61IlV6W. endlessben Weed wltltdher dseaxs. Sanesales Seggeal AllddrtQ maylrnaease these rlsta. gwp iWetiaoon a tvrellrg• (11 work 1n outdoes seas wltlt ample vdttlmiMn; rA use fiber reman shears sir amlrrp a, wtrere nil tpsiDle, use a liadbaleda°saw dada and dusl•r u bnp dradaraaw aaadced ro a HEPA vacuum; 3) wan oenas b the Irartedate sea (4) year a prapeM filet, 1•approved dual rrtadr a rwWrata (e.g N•85) fit acmdance wee aDDlcabb gararmatl reputatlorK end msrutacUua YubuGlaS m arrtlta Wml respiade dip e4loara. Dabg dasn•uD, use NSA intanmrs a wN dwruD methods - rr+ar dry enaeep. Fa Mher Infarrnllm, rder to oa batellatbn irsbucbartt and klateriel Safety Data Shaf avallahle N www lamahum tom or by calling t-e00.811WiDIE 0-0%942.7343). FAUS E TO ADHERE TO OUR WARNM, MSDS, AND INSTAUATION IVSTAl1C IONS MAY LEAD TO SERIDUS PERSON& WM OR DEATH owl= HS1236 - P1/ 3 1/13 A 10. CLEARANCES Install siding and trim products in Maintain a minimum 1" Maintain a minimum 1" 2" clearance At the juncture of the roof and vertical Maintain a 1/4" compliance with local building code 2" clearance between between James Hardie products surfaces, flashing and counterflashing clearance between requirements for clearance between James Hardie° and decking material. shall be installed per the roofing manufacturer's Instructions. Provide a the bottom of James Hardie products andthebottomedgeofthesidingandproductsandpaths, Figure 7 minimum 1 "- 2" clearance between horizontal flashing. the adjacent finished grade. steps and driveways. the roofing and the bottom edge of the Do not caulk gap. Figure 5 end Figure 6 eldlrte_. II water re ve siding and trim. Figure a Refer to fig. 3 on page 1. deck material 2" er carcreMfoundation Maintain a minimum 1 "gap between gutter end caps and siding & ufm. Figure 8 arc6ng guitar and end cep rasda Do not bridge floors All HardiePanele siding. Horizontal joints should alvrays be created beNsen lloors (rig.10). Witter- Tn-rr-fVrrn— BLOCKED PENETRATIONS Penetrations such as hose bibs and holes 1 )6* or larger such as dryer vents should have a block of Idin around point of penetration. GENERAL FASTENING REQUIREMENTS Fasteners must be corrosion resistant, galvanized, or stainless steel. Electlo-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 Hardle products near the ocean, large bodies of water, or In very humid climates. Consult applicable product evaluallon or listing for correct fastener type and placement to achieve specific design wind loads. NOW Published wind loads may not be applicable to all areas where Local Building Codes Have specific jurisdiction. Consult James Hardie Technical Services g you are unsure of applicable compliance documentation. Drive fasteners perpendicular to siding and framing. Fastener heads should tit snug against siding (no air space). (fig. A) Do not over -drive nail heads or drive nails at an angle. If nail is countersunk, fill nail hole and add a nail. (fig. B) For wood framing, under driven nails should be hit flush to the plank with a hammer (tor steel Iraming, remove and replace naiD. NOTE: Whenever a structural member Is present, HardiePlank should be fastened with even spacing to the structural member. The tables allowing direct to 0S13 orplywood should only be used whee traditional framing Is not available. Do not use aluminum fasteners, staples, or clipped head nails. Snug Flush SIM Countersunk fill 8 add nail Figure A Figure B do not under drive nails DO NOTSTAKE Z min. KICKOUT FLASHING Because of the volume of water that can pour down a sloped roof, one of the most critical flashing details occurs where a roof intersects a sidewall. The roof must be flashed with step flashing. Where the roof terminates, Install a kickout to deflect water away from the siding. It is best to install a self -adhering membrane on the wall before the subfascia and trim boards are nailed in place, and then come back to Install die kickout. Figure 11, Kickout Flashing To prevent water from dumping behind the siding and the end of the roof intersection, install a "kickoul" as required by IRC code R905.2.8.3 : "...flashing shall be a min. of 4" high and 4' wide." James Hardie recommends the kickout be angled between 1000 -110• to maximize water deflection Figure 11 PNEUMATIC FASTENING James Hardie products can be hand nailed or fastened with a pneumatic tool. Pneumatic fastening is highly recommended. Set air pressure so that the fastener is driven snug with the surface of the siding. A flush mount attachment on the pneumatic tool is recommended. This will help control the depth the nail is driven. If setting the nail depth proves difficult, choose a setting that under drives the nail. (Drive under driven nails snug with a smooth faced hammer - Does not apply for Installation to steel framing). HS1236 - P213 8113 y >hv, CAULKING For best results use an Elaslorneric Joint Sealant complying with ASTM C920 Grade NS, Class 25 or higher or a Latex Joint Sealant complying with ASTM C834. Caulking/Sealant must be applied in accordance with the caulking/sealant manufacUuer's written instn>dions. Note: OSI Died as well as some other caulking manufacturers do not allow tooling. DO NOT caulk nail heads when using COIDWIus products, refer to the ColorPlus touch-up section CUT EDGE TREATMENT PAINTING Caulk, paint or prime all field cut edges. I DO NOT use stain, olValkyd base paint, or powder coating on James Hardie® Products. James Hardie products James Hardie touch-up kits are required must be painted within 180 days for primed product and 90 days for unprimed.1 DD% acrylic topcoats are to touch-up ColorPlus products. recommended. Do not paint when well. For application rates refer to paint manufacturers specifications. Dade -rolling Is recommended tt the siding is sprayed. COLORPLUS' TECHNOLOGY CAULKING, TOUCH-UP St LAMINATE Care should be taken when handling and cutting James Hardie® COIDrPIUs® products. During installation use a wel soft cloth or soft brush to gently wipe off any residue or construction dust left on the product, then rinse with a garden hose. Touch up nicks, scrapes and nail heads using the ColorPlus® Technology touch-up applicator. Touch-up should be used sparingly. If large areas require touch-up, replace the damaged area with new HardiePanel® siding with ColorPlus Technology. Laminate sheet must be removed immediately after installation of each course. Terminate non -factory cut edges into trim where possible, and caulk. Color matched caulks are available from your ColorPluse product dealer. Treat all other non -factory cut edges using the ColorPlus Technology edge coaters, available from your ColorPlus product dealer. Note: James Hardie does not warrant the usage of third party touch-up or paints used as touch-up on James Hardie ColorPlus products. Problems with appearance or performance arising from use of third party touch-up paints or paints used as touch-up that are not James Hardie touch-up, will not be covered under the James Hardie ColorPlus limited Finish Warranty. The following outlines the recommended applications for ColorPlus and Primed panels. Not all designs will be suitable for every application: Exposed fasteners or battens is the recommended application for ColorPlus panel products Do not use touch-up over fastener heads for smooth ColorPlus products - primed panel recommended For ColorPlus panel applications that require fasteners in the field, it is acceptable to use touch-up over fasteners for Cedarmill and Stucco panel only, but correct touch-up application is important. Some colors may show touch-up when applied over fasteners. Trim is recommended to cover joints when appropriate. PAINTING JAMES HARDIE" SIDING AND TRIM PRODUCTS WITH COLORPLUS' TECHNOLOGY When repainting ColorPlus products, James Hardie recommends the following regarding surface preparation and topcoat application: Ensure the surface is clean, dry, and free of any dust, dirt, or mildew Repriming is normally not necessary 100% acrylic topcoats are recommended DO NOT use stain, oiValkyd base paint, or powder coating on James Hardie® Products Apply finish coat in accordance with paint manufacturers written instructions regarding coverage, application methods, and application temperature RECOGNITION: In oocordance with IMES Evaluation Repot ESR•1844, MardePaneM vertlral adding Is recMiald as a subWe allerrete to that specified Irr dhe 2006.2009. 8 2012 Warned" Residential Code for One -and Two-FmrWy Drhi Wo and the 2006, 2009,9 2012 Irderretiohal Buddng Code. HardlePerel vertical siding Is also recognized to arocathn In the Iobavbp: Clty of Los Nhpeles Research Report No. 24862, Slate of Florida Us*g FlJ1889, Dade Canty, Florida NOA No. 02-0729.02. U S. Deg. or HUD Materials Release 126X Tens Deparment of twrarre Product EAbrdllon EC-23, eM of New York MEA 223-9 i. and Caktorrda DSA PA•019. These doarnora should also be consulted for uddl6arW fMCmuft concoft ahe sulobafy of itch faoduel for spedho applimbons. 2013 James Hardle Building Products. All rights reserved. Additional Installation Information, m TM, SM, and ® denote trademarks or registered trademe tks of .a James HardleTochnology Limited 09Isa registered Warranties, and Warnings are available at ' JamesHardle trademark of James Hardie Technology Limited. www.omp.shardie.com HS1236 - P3/3 6113 Florida Building Code Online htt s://www.floridabuildin .o r/ r_a dtl.as x? main=wGEVX..., P g p P PP_ P P I Business &- ProfessionalRegulation Irr,mm SCIS Home I lop 1n I User ltegtstmtbn I HOt Topk3 ; SutmltsurUwrge I StatS a Fags I PutOcatbrs I FOC SUB I aCLS Sae Map I lhks I Sean:h I F ' da j i r I Product Approval R \+ USER: wtlk user PMdu_ ct,armronl Mann > gpllul Dip tgn $Sam a BPS"lan LLsl > AppOotbn DetDO FL # M• FL12194- R7 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Aluminum Coils, Inc. Address/ Phone/Email 5001 West Knox Street TRmpa, FL 33634 813) 249-9743 grahman@aluminumcolisinc. com Authorized Signature Gareth Rahman grahman@aluminumcollsinc. com Technical Representative Paul Frost Address/ Phone/Email 5001 West Knox Street Tampa, FL 33634 813) 249-9742 PFrost@aluminumcoilsinc. com Quality Assurance Representative Address/ Phone/Email Category Panel Walls Subcategory Soffits I Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Zachary R. Priest the Evaluation Report Florida License PE-74021 Quality Assurance Entity PRI Construction Materials Technologies, LLC Quality Assurance Contract Expiration Date 06/19/2020 Validated By Locke Bowden P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL12194 R7 COI ALCISnO1.4 2017 FBC Evaluation Rep01t_Q T3 Soffits Final,Qdf. Referenced Standard and Year (of Standard) Standard year AAMA 1402 2009 Equivalence of Product Standards Certified By 1 of2 4/13/2018, 7:3 7 AM Florida Building Code Online hops://www. floridabu i lding.org/pr/pr_app_dt l.as px?paraiTi=wG E V X... Sections from the Code Product Approval Method Method 1 Option D Date Submitted 32/15/2017 Date Validated 12/15/2017 Date Pending FBC Approval 12/20/2017 Date Approved 02/13/2018 Summary of Products FL i! Model, Number or Name- Description 12194.1 Alumunum COIIS Aluminum Sofrit Aluminum soffit panels Limits of use Installation Instructions t Approved for use in MVMZ: No F1.12194 R7 11 ALC15001.4 2017 FBC Evaluafio F gR Approved for use outside MVMZ: Yes 04 T4 Soffits Final.Odf Impact Resistant: N/A Verified By: Zachary R. Priest PE-74021 Design Pressure: +80/-90 Created by Independent Third Party: Yes Other. See Evaluation Report for limits of use. Evaluation Reports FL12194 R7 AE ALC15001.4 2017 F8C Evaluation Report Q4 T4 Soffits FInal,pd-f Created by Independent Third Party: Yes fttllt lJ;W5 :: 2601 RWb Stnne.80ld, 7DllahaSseeiL]2l9$ Phone: 850-411L•fAZA The State of Florida Is an AA/EIBD empbyer. C_0ybpm 007.2033 Star elEbrda, :: bW3i;XS1AtemtAt :: ECCCL% &y Statement :: Bef 1w2jiter"M Under Florida law, emol addresses are Pubic records. 0 you do not wam your e•mal adOtess released In response to a pubic -records request, do not send electronic mad to th b eraly. Irtsteed, contact the office by phone or by Mcitanal mail 0 you have any questions. please comact 850.487.1395. •Pursuent to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department will) an emal address if they have one. The emals provided may be used for official communication with the lcensee. however email addresses are pubic record. 0 you do riot wbh to supply a Personal address, please provide the Department with an emall address which can be made available to the public. To determine I you are a licensee under Chapter 455, F.S., please click h=. Product Approval Accepts: e:Rt Credit Card Safe 2 of 4/13/2018, 7:37 AM CREEK Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 TECHNICAL SERVICES, LLC (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE ST" EDITION (201T) Manufacturer: ALUMINUM COILS, INC. Issued December 14, 2017 5001 West Knox Street Tampa, FL 33634 813)249-9743 vmw+1v. alumi numcoilsinc. com Manufacturing: Tampa, FL Quality Assurance: PRI Construction Materials Technologies (QUA9110) SCOPE Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1, 1709.10 Properties: Wind Resistance REFERENCES Entity Report No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 2009 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-008-02-01 AAMA 1402 2009 LIMITATIONS 1. This report is not for use in the HVHZ. 2. Design wind loads shall be determined in accordance with FBC Section 1609. 3. Soffits shall be labeled in accordance with FBC Section 1709.10. 4. Installation of the evaluated products shall comply with this report, the FBC and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 5. Installations shall meet the minimum ventilation requirements of FBC section 1203.2. 6. Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the minimum load resistance for the project requirements. 7. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. ALC15001.4 FL12194-R7 Page 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor Imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC PRODUCT DESCRIPTIONS ALUMINUM COILS, INC soffits 318" F-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum F-channel. See Appendix D for dimension drawings. 318" J-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum J-channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.019-inch thick, 3105 H-14 aluminum fascia. See Appendix D for dimension drawings. 16" Q4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffitZpanels provided in 16- inchsections. The reported net free ventilation areas are 22.3 in /lin.ft. for the 'full vent' configuration and 11.1 in2/lin.ft. and for the 'center vent' configuration. See Appendix D for dimension drawings. 12" T4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum 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. ZIZZI- 12' FULL VENT AI- C15001.4 FL12194-R7 Page 2 of 3 This evaluation report is provided for Slate of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT ALUMINUM COILS, INC soffits The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, a Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. r Y R i No 74021 0'. STATE OF CERTIFICATION OF INDEPENDENCE 2017.12.14 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 FL12194-R7 Page 3 of 3 This evaluation report is provided for Slate of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services. LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC APPROVED SYSTEMS ALUMINUM COILS, INC Soffits Appendix A The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressures (MDP) were calculated using a 1.5:1 margin of safety per FBC Section 1404.5.1. 2. Refer to LIMITATIONS and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLATION section of this report for installation detail when the information is not explicitly stated for the selected assembly. 4. The on -center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system. 5. Unless otherwise specified, the Wood substrate shall be minimum No. 2 SPF (S.G. = 0.42) 2x lumber. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 7. Typical fastening details are as follows: a. 12' T4 Soffit —12-inch o.c. Fastener Fastener Location Location 11 b. IT T4 Soffit — 44nch o.c. Fastener Fastener Fastener Fastener Lotion Location Location Locftion c. 16' 04 Soffit —16-inch o.c. Fastener Fastener Lotion Lo I tion ALC15001.4 FL12194-R7 Page 1 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC d. IT 04 Soffit — 84nch o.c. Fastener LT Fastener Fastener Location ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions 10.SJJ-# Approved Systems for 10.54nch Soffit Span with J-Channel at Wall and Eave 12F-# Approved Systems for 124nch Soffit Span with F-Channel and Fascia Ca 12.14 Approved Systems for 124nch Soffit Span with J-Channel and Fascia Cap Rim Approved Systems for 124nch Soffit Span with J-Channel at Wail and Eave 14.SJ -# Approved Systems for 14.54nch Soffit Span with J-Channel at Wall and Eave 16F-# Approved Systems for 164nch Soffit Span with F-Channel and Fascia Ca 1 Approved Systems for 164nch Soffit Span with J-Channel and Fascia Ca 1 aiApproved Systems for 16-inch Soffit Span with J-Channel at Wall and Eave 22.5J -# Approved Systems for 22.54nch Soffit Span with J-Channel at Wall and Eave 24F-# Approved Systems for 244nch Soffit Span with F-Channel and Fascia Ca 24,14 Approved Systems for 244nch Soffit Span with J-Channel and Fascia Ca 4J -# Approved Systems for 244nch Soffit Span with J-Channel at Wall and Eave Appendix A Approved Systems for Maximum 10.5-inch Soffit Span with J-Channel at Wall and Eave Wall Connection Eave Connection System Panel MOP No. Width psf) Substrat J-Channel Substrate J-Channel e Attachment Attachment Three (3) 18 ga.1/4-inch crown x 1-inch leg staples in Three (3) 18 ga.1/44nch crown x 14nch leg staples indiamondpatternspaced244ncho.c. securing diamond pattern spaced 244nch o.c. securing 10 5JJ-1 Max. 164nch Wood J-Channel to Joists; One (1)18 ga.1/4-Inch crown x 1-inch leg staples Wood J-Channel to joists; 359.8 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. in the horizontal leg of the J-Channel spaced 12-inch o.c. ALC15001.4 FL12194-R7 Page 2 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for Maximum 12-inch Soffit Span with F-Channel and Fascia Cap Wall Connection Eave Connection System Panel MDP No. Width psi) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max One (1) min. 3/84nch head dia. nail, One (1) min. 3/8 x 3/84nch crown One (1) min. 1 3/44nch long x 0.0724nch dia. x min. 3/16- 12F-1 164nch Wood min. 1.25 inch embedment spaced Wood staple spaced 164nch O.C. inch head dia. trim nail t40 24-inch o.c. spaced 364nch o.c. One (1) 14 ga. 5/84nch long T nail or One (1) min. 1 3/4-inch long x 12F-2 Max. Masonry 9 ga., min. 5/8-Inch long Stub Nail Wood One (1) min. 3/8 x 3/8-inch crown 0.0724nch dia. x min. 3/16- 40 164nch with 3/8-inch diameter head spaced staple spaced 164nch o.c. inch head dia. trim nail finch o.c. spaced 364nch o.c. Max. Three (3) min. 3/44nch x 1/flinch One (1) min 3/4-inch x 114-inch One (1) min. 1 314inch long x 0.0724nch dia. x min. 1/44nch 48 12F-3 164nch crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. mad dia. trip nail spaced 48- 64.2 spaced 24-inch o.c. spaced and securing each panel lap inch o.c. One (1) 14 ga. 5/84nch long T nail or One (1) min 314inchx 114-inch One (1) min. 1 3/4anch long x 12F Max Masonry 9 ga., min. 5/8-inch long Stub Nail Wood crown staple spaced 0. 072-Inch dia. x min. 1/4-inch 48 164nch with 3/8-inch diameter head spaced cinch p andsecuringeachpanellaphead dia. trip nail spaced 48- 84.2 8- inch o.c. inch o.c. Approved Systems for Maximum124nch Soffit Span with J-Channel and Fascia Cap Wall Connection Eave Connection System Panel MOP No. Width PSISubstrate J-Channel Attachment Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Three ( 3) min. 3/4- inch x 1/44nch crown One ( 1) min. #8 x 1/2-inch One ( 1) min 3/44nch x One (1) min. 1 3/4-inch long x 12J 1 Max. Wood staples in diamond long x 3/8-inch head diameter W 114-inch crown staple dia. x min. 0.0ad 48- 4. 164nch pattern spaced 24- screw spaced 164nch o.c. spaced 84nch o.c. dish headdia. trip nag spaced 48 spaced64.2 inch o.c. connecting soffit to J-channel inch o.c. ALC15001. 4 FL12194-R7 Page 3 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or Quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for Maximum 12-inch Soffit Span with J-Channel at Wall and Eave Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate J-Channel Substrate J-Channel Attachment Attachment Three (3) 18 ga.1/flinch crown x 1-inch leg staples in Three (3) 18 ga.1/44nch crown x 1-inch leg staples in diamond pattern spaced 24-inch o.c. securing diamond pattern spaced 124nch o.c. securing 12JJ-1 Max. Wood J-Channel to joists; Wood J-Channel to fascia; 70 164nch One (1) 18 ga.1/44nch crown x 1-inch leg staples One (1) 18 ga.1/44nch crown x 1-inch leg staple securing 60 located in the horizontal leg of the J-Channel spaced the nailer of each female lock or spaced 164nch o.c. 124nch o.c. I I securing each panel lap Approved Systems for 14.5-inch Soffit Span with J-Channel at Wall and Eave Wall Connection Eave Connection System Panel MDP No. Width psi Substrate J-Channel Substrate J-Channel Attachment Attachment Three (3) 18 ga.1/4-inch crown x 1-inch leg staples in Three (3) 18 ga.1/44nch crown x 14nch leg staples indiamondpatternspaced244ncho.c. securing diamond pattern spaced 244nch o.c. securing 14 5JJ-1 Max. 164nch Wood J-Channel to joists; One (1) 18 ga.1/4-inch crown x 14nch leg staples Wood J-Channel to joists; t43.3 located in the horizontal leg of the J-Channel spaced One (1) ga.1/ leg of crown x 14nch leg staples located 124nch o c riinthehorizontal leg of the J Channel spaced 124nch o.c. ALC15001.4 FL12194-R7 Page 4 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall nobly CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for Maximum 164nch Soffit Span with F-Channel and Fascia Cap Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1)14 ga. 5/8-inch long T nail or One (1) 18 ga. 1144nch crown x One (1) min. 1.754nch x 0.072-inch diameter 16FA Max. Masonry 9 ga., min. 5/84nch long Stub Nail Wood 1-inch leg staple spaced max. finishing nail with min. 3/16- t53.3 124nch with 3/84nch diameter head spaced 44nch o.c. and securing each inch head spaced max. 8-inch o.c. panel lap 12-inch o.c. Three (3) 18 ga.1/44nch crown x 1- One (1) 18 ga. 1/44nch crown x One (1) min. 1.754nch x 0.0724nch diameter 16F-2 Max. 12 inch Wood inch leg staples in diamond pattern Wood 1-inch leg staple spaced max. 44nch o.c. and securing each finishing nail with min. 3/16- t53.3 spaced 16-inch o.c. panel lap inch head spaced 124nch O.C. One (1) 14 ga. 5/8-inch long T nail or One (1) min 3184nch x 3/84nch One (1) min. 1 3/44nch long 16F-3 Max' Masonry 9 ga., min. 5/84nch long Stub Nail Wood crown staple spaced 164nch x 0.072 inch dia. x min. t25.6 164nch with 3/84nch diameter head spaced O.C. 3/164nch head dia. trim nail 8-inch o.c.spaced 364nch o.c. Max. One (1) 3/84nchhead dia. nail, min. One (1) min 3184nch x 3/84nch One (1) min. 1 3/44nch long x 0.072 inch dia. x min. 16F4 164nch Wood 1,254nch embedment spaced 24- Wood crown staple spaced 164nch 3/16-inch head dia. trim nail t25.6 inch o.c. O.C. spaced 364nch o.c. Max. Three (3) min. 3/44nch x 1/4-inch One (1) min 3/44nch x 1/44nch One (1) min. 1 3/44nch long x 0.072-inch dia. x min. 1/4- 27 16F-5 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 84nch o.c. inch head dia. trip nall 36.1 spaced 24-inch o.c. spaced 484nch o.c. One (1)14 ga. 5/84nch long T nail or One (1) 18 ga. 1/44nch crown x One (1) min. 1.754nch x 0.072-inch diameter 16F-6 Max. Masonry 9 ga., min. 5/84nch long Stub Nail Wood 14nch leg staple spaced 44nch finishing nail with min. 3116- t43.3 164nch with 3/84nch diameter head spaced o.c. and securing each panel inch head spaced 84nch o.c. lap 16-inch o.c. One (1) 18 ga. 1/44nch crown x One (1) min. 1.75-inch x Max. Three (3)18 ga.1/flinch crown x 1- ch staple spaced flinch 0.0724nch diameter 16F -7 16 irich Wood inch leg staples in diamond pattern Wood1o. o.. each panel candsecfinishingnail with min. 3/16- t43.3 spaced 164nch o.c. lapg inch head spaced 164nch o. c. ALC15001.4 FL12194-R7 Page 5 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for Maximum 16-inch Soffit Span with J-Channel and Fascia Cap Wall Connection Eave Connection System Panel MDP No. Width pst) Substrate J-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. Three (3) min. 3/4-inch x 1/44nch One (1) min 3/44nch x 1/4-inch One (1) min. 1 3144nch long x 0.0724nch dia. x 23.5 16.11 16• inch Wood crown staples in diamond pattern Wood crown staple spaced 84nch o.c. min. 1/4-inch head dia. trip 31.4 spaced 244nch o.c. nail spaced 484nch 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 pso Substrate J- Channel Substrate J- Channel Attachment Attachment Three ( 3) 18 ga.1/44nch crown x 14nch leg staples in diamond pattern spaced 24-inch o.c. securing Three (3) 18 ga.1/4-inch crown x 14nch leg staples in 16JJ- 1 Max. 164nch Wood J-Channel to joists; One ( 1) 18 ga.1/4-inch crown x 14nch leg staples Woad diamond pattern spaced 84nch o.c. securing t32.7 located in the horizontal leg of the J-Channel spaced J hannel to fascia 12- inch o.c. Three ( 3) 18 ga.1/44nch crown x 1-inch leg staples in Three (3) 18 ga.1/44nch crown x 14nch leg staples In diamond pattern spaced 244nch o.c. securing diamond pattern spaced 124nch o.c. securing 16JJ- 2 Max. Wood J-Channel to joists; Wood J- Channel to fascia; 43.3 164nch One (1) 18 ga.1/4-inch crown x 14nch leg staples One (1)18 ga.1/44nch crown x 14nch leg staple securing 33.3 located in the horizontal leg of the J-Channel spaced the nailer of each female lock or spaced 164nch o.c. 124nch o.c, securing each panel lap ALC15001. 4 FL12194-R7 Page 6 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for Maximum 22.5-inch Soffit Span with J-Channel at Wall and Eave Wall Connection Center Connection Eave Connection System Panel MOP No. Width pso Substrate J-Channel Panel Attachment Substrate J-Channel Attachment Attachment Three (3)18 ga.1/44nch crown x One (1) 18 ga.1/44nch crown x Three (3) 18 ga.1/4-inch crown 14nch leg staples in diamond 14nch leg staple securing the nailer x 14nch leg staples in diamond pattern spaced 244nch o.c. of each female lock or spaced 16- pattern spaced 244nch o.c. 22 SJJ-1 Max. Wood securing J-Channel to joists; inch o.c. securing each panel lap Wood securing J-Channel to joists; t421 16-inch One (1) 18 ga.1/4-inch crown x One (1) 18 ga.1/44nch crown x 14nch leg staples located in the One (1) min. 1.754nch x 0.0724nch 14nch leg staples located in the horizontal leg of the J-Channel diameter finishing nail with min. horizontal leg of the J-Channel spaced 124nch o.c. 3/16-inch head spaced spaced 124nch o.c. 44nch o.c. Approved Systems for Maximum 244nch Soffit Span with F-Channel and Fascia Cap Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf} Substrate F-Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1) 18 ga.1/44nch Nominal 1x2 crown x 1-inch leg No.2 SYP staple spaced Three (3) 18 ga.1/4- anchored to 124nch o.c. securing One (1) 18 ga. 1/4 One (1) min. 1.754nch x Max. inch crown x tench rafter with one each panel lap inch crown z 14nch 0.072-inch diameter 80 24F-1 124nch Wood leg staples in 1) min. 2.25- Wood leg staple spaced 8- finishing nail with min. 90 diamond pattern inchinchx7dringOne (1) min. 1.75-inch i o.c. 3/164nch head spaced spaced 164nch o.c. shank nail x 0.0724nch diameter 124nch o.c. 24inch o.c. finishing nail with min. 3/164nch head spaced 44nch o.c. ALC15001.4 FL12194-R7 Page 7 of 11 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES. LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for Maximum 244nch 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.1/44nch crown x 1-inch leg Nominal 1x2 staple spaced One (1) min. 1.5- No 2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.754nch x Max. inch x 11 ga. anchored to each panel lap inch crown x 1 inch 0.0724nch diameter 80 24F-2 124nch Wood smooth shank rafter with one Wood leg staple spaced 8 finishing nail with min. 8 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.754nch3/16-inch inch o.c. head spaced 164nch o.c. inch ring shank x 0.0724nch diameter 124nch o c. nail 244nch o.c. finishing nall with min. 3/16-inch head spaced 44nch o.c. One (1) 18 ga. 1/4-inch crown x 1-inch leg One (1) 14 ga. 5/8- Nominal 1x2 staple spaced inch long T nail or 9 No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.754nch x Max. ga.. min. 5/84nch anchored to each panel lap inch crown x Cinch 0.072-inch diameter 80 24F-3 124nch Masonry long Stub Nail with rafter with one Wood leg staple spaced 8 finishing nail with min. 76.6 3/8-inch diameter 1) 70 x 2.25- One (1) min. 1.754nch inch o.c. 3116-inch head spaced head spaced 8-inch inch ring shank x 0.0724nch diameter 124nch o.c. O.C. nail 244nch o.c. finishing nail with min. 3/164nch head spaced 44nch O.C. One (1) 18 ga.1/4.7nch crown x 14nch leg Nominal 1x2 staple securing the No.2 SYP nailer of each female Three (3) 18 ga.1/4- anchored to lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.754nch x Max. inch crown x 1-inch rafter with one 164nch o.c. securing inch crown x 1-inch 0.0724nch diameter 0 24F4 164nch Wood leg staples in min. 2.25- each panel lap Wood leg staple spaced 8- finishing nail with min. 60 diamond pattern incinch x 7d ring inch o.c. and securing 3/164nch head spaced spaced 164nch o.c. shank nail One (1) min. 1.75-inch each panel lap 164nch o.c. 244nch o.c. x 0.0724nch diameter finishing nail with min. 3/164nch head spaced 4-inch o.c. ALC15001.4 FL12194-R7 Page 8 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for Maximum 244nch Soffit Span with F-Channel and Fascia Cap Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1) 18 ga.1/44nch crown x 14nch leg staple securing the Nominal 1 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 x. inch x 11 ga. anchored to 164nch o.c. securing inch crown x 14nch 0.0724nch diameter 24F-5 16M-inch Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 600 roofing nail spaced 1) 7d x 2.25- inch o.c. and securing 3/164nch head spaced 164nch o.c. inch ring shank One (1) min. 1.754nch each panel lap 16-inch o.c. nail 244nch o.c. x 0.0724nch diameter finishing nail with min. 3/164nch head spaced 44nch o.c. One (1) 18 ga.1/44nch crown x 1-inch leg staple securing the One (1) 14 ga. 5/8- Nominal 1x2 nailer of each female inch long T nail or 9 No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.754nch x ga., min. 5/8-inch anchored to 164nch o.c. securing inch crown x 14nch 0.0724nch diameter 24F-6 16- nch Masonry long Stub Nail with rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 6G3/8-inch diameter 1) 7d x 2.25- inch o.c. and securing 3/164nch head spaced head spaced 84nch inch ring shank One (1) min. 1.754nch each panel lap 164nch o.a O.C. nat 244nch o.c. x 0.0724nch diameter finishing nail with min. 31164nch head spaced 44nch o.c. ALC15001.4 FL12194-R7 Page 9 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G203. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC soffits Appendix A Approved Systems for Maximum 24-inch Soffit Span with J-Channel and Fascia Cap Wall Connection Center Connection Eave Connection System Panel MOP No. Width pso Batten J-Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Nominal 1x2 No.2 SYP scabbed between rafters with One (1) 18 ga.1/4- one (1) min. 2.25- inch crown x 1-inch Nominal 1x2 inch x 7d ring shank leg staple spaced No.2 SYP Three (3) 18 nail straight -nailed 12-inch o.c. anchored to ga.1/4-inch crown through the rafter securing each panel One (1) 18 ga. /.- One (1) min. 1.75-inch 24J-1 Max. rafter with one x lanch leg into the end of the batten or two (2) lap Wood inch crown x 1-inch x 0.0724nch diameter finishing nail with min. 160 12 nch 1) min. 2.25- staples in diamond min. 2.25•inch x 7d One (1) min. 1.75- leg staple spaced 3/16-inch head spaced inch x 7d ring pattern spaced 16- ring shank nails toe- inch x 0.0724nch 84nch o.c. 12-inch o.c. shank shank nailkailo.c inch o.c. nailed on either side diameter finishing n of the batten at nail with min. 3/16- each batteNrafter inch head spaced intersection. Max 44nch o.c. rafter spacing is 244nch o.c. . Nominal 1x2 No.2 SYP scabbed One (1) 18 ga.1/4- between rafters with inch crown x 1-inch one (1) min. 2.25- leg staple securing Nominal 1x2 inch x 7d ring shank the nailer of each No.2 SYP Three (3) 18 nail straight -nailed through the rafter female lock or spaced 164nch o.c. One (1) 18 ga. Y, One (1) min. 1.75-inch anchored to ga.1/4-inch crown into the end of the securing each panel inch crown x ldnch x 0.072-inch diameter 24J-2 Max. 164nch rafter with one 1) min. 2.25- z 1-inch leg staples in diamond batten or two (2) lap Wood leg staple spaced Synch o.c. and finishing nail with min. t53.3 inch x 7d ring pattern spaced 16- min. 2.254nch x 7d ring shank nails toe- One (1) min. 1.75- securing each panel 3164nch head spaced 16-inch o.c. shank nail inch o.c. nailed on either side inch x 0.0724nch lap 24 inch o.c. of the batten at diameter finishing each batten/rafter nail with min. 3/16- intersection. Max. inch head spaced rafter spacing is 44nch o.c. 244nch o.c. ALC15001.4 FL12194-R7 Page 10 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for Maximum 244nch Soffit Span with J-Channel at Wall and Eave Wall Connection Center Connection Eave Connection System Panel MOP No. Width psf) Substrate J-Channel Panel Attachment Substrate J-Channel Attachment Attachment Three (3) 18 ga.1/44nch crown x One (1)18 ga.I144nch crown x troth leg staples in diamond 1-inch leg staple securing the nailer Three (3) 18 ga.1/4-inch crownpatternspaced244ncho.c. of each female lock or spaced 16- x 14nch leg staples in diamond 24JJ-1 Max. Wood securing J-Channel to joists; inch o.c. securing each panel lap Wood pattern spaced 84nch o.c. t-43.5 16-inch One (1) 18 ga.1/44nch crown x securing1-inch leg staples located in the One (1) min. 1.754nch x 0.0724nch J-Channel to fascia horizontal leg of the J-Channel diameter finishing nail with min. spaced 124nch o.c. 3/164nch head spaced flinch o.c. Three (3) 18 ga.1/4-inch crown x One (1) 18 ga.1/44nch crown x Three (3) 18 ga.1/4-inch crown 14nch leg staples in diamond 1-inch leg staple securing the nailer x 1-inch leg staples in diamond pattern spaced 244nch o.c. of each female lock or spaced 16- pattern spaced 124nch o.c. Max. securing J-Channel to joists; inch o.c. securing each panel lap securing J-Channel to fascia: 53.3 24JJ-2 16-inch OneOne (1) 18 ga.1/4 inch crown x Wood One (1) 18 ga.1/flinch crown x 4 le locatedin14nchlegstapleslocatedin the One (1) min. 1.754nch x 0.0724nch 14nch leg staple securing the horizontal leg the -Channel diameter finishing nail with min. nailer of each female lock or spaced 124nch 3/164nch head spaced spaced 16-inch o.c. securing 44nch o.c. each panel lap ALC15001.4 FL12194-R7 Page 11 of 11 This evaluation report is provided for State of Florida product approval under Rule 614320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B INSTALLATION Note - Refer to the APPROVED Sys Tews section of this report for additional installation details of a selected system and maximum design pressures limitations. System No. Installation Detail 18ga.,114' x I' staples 24' o.c. max OPEN arFTX Diamond Patten I ega., 114- x 1- O,ST staples 1 r o.c. max o J•Channel 10.5JJ-1 & tmm e 14.5JJ-1 18ga.. lie x 1' 18ga., 114' x 1' staples 24' o c. max 3ffT staples 24' o.c. max Oiamond` Patten r ' staples 1 ? O.C. max Oiamond' Patten J-Channel oeted A ALC15001.4 FL12194-R7 Page 1 of 19 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 12F-1 8 12F-2 No. I Installation Detail MIN. 3/8" HEAD DIA. NAIL. MIN. 1.25" EMBENDMENT SPACED 24' O.C. FOR WOOD SUBSTRATES. MIN. 14GA T-NAIL OR MIN. 9GA, STUB NAIL WITH 3/8' HEAD DIA.. MIN. 5/8' EMBEDMENT SPACED S" O.C. FOR MASONRY SUBSTRATES. ASCIA SLIP BOARD SOFFI T MAX. 12•INCH SPAN F" CHANNEL FASCIA LIP 1/4" FASCIA TRIM STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. LPAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALUMINUM COILS. INC soffits Appendix B ALC15001.4 FL12194-R7 Page 2 of 19 This evaluation report is provided for State of Florida product approval under Rule 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. 12F-3 CREEK TECHNICAL SERVICES. LLC No. I Installation Detail 3/4• X 1/4- \ CROWN STAPLES USING A DIAMOND PATTERN I F' CHANNEL CAN BE INSTALLED WITH THE NAIUNG FLANGE UP OR DOWN WOOD SUBSTRATE ALUMINUM COILS, INC soffits Appendix 8 DPI SOFFIT STAPLE DIAMOND PATTERN I ; DETAIL 1 SUP= FACIA BOARO i CAP 3/4' X 1 /4' CROWN STAPLE 'a' ON CENTER 1-3/4- TRIM NAZI PAINTED S.S. 48' O.C. SOFFIT -max. 13-inch span 1-3/4- TRIM NAIL I %` FACIA BOARD PAINTED S.S. ., FASCIA CAP 3/4- X 1/4- CROWN STAPLE SOFFIT & FASCIA DETAIL ALC15001.4 FL12194-R7 Page 3 of 19 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES. LLC System No. Installation Detail MIN. 14GA T-NAIL OR MIN. 9GA. STUB NAIL WITH 3/S' HEAD DIA., MIN. 5/3- EMBEDMENT SPACED S' O.C. FOR MASONRY SUBSTRATES. FASCIA SLIP BOARD FASCIA TRIM 12F4 T 12•INCH SPAN4\—SOFFI HANNEL IJTRIMNMAILFAG^ BOARD PFASCIA CAP ConcmL6or Block Wall 3/4"X1/4' CROWNSTAPLE S SOFFIT & FASCIA DETAIL ALUMINUM COILS, INC Soffits Appendix B ALC15001.4 FL12194-137 Page 4 of 19 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No. I Installation Detail ALUMINUM COILS, INC Soffits Appendix B OPEN RAFTER 31Er 3W .--3/4- X 1/4- CROWN STAPLE 01 SOFFIT STAPLE FACIA BOARD DIAMOND PATTERN DET 3/4- X 1/4- CROWN STAPLE -24- ON CENTER USING A DIAMOND PATTERN FASCIA CAP 12J-1 L—CHANNEL 3/4' X 1/4' CROWN B' 1-3/4' TRIM NAIL FACIA BOARD STAPLE ON CENTER 1-3/4- TRIM NAIL PAINTED S.S. screwed CO soffit with one(1) be x PAINTED S.S. 48' FASCIA CAP 1/2" x 3/9" head O.C. diameter screw, 3/4- X 1/4- 16" 0.c. CROWN STAPLE SnFFIT—max. 12-inch span SOFFIT WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE DETAIL ALC15001.4 FL12194-R7 Page 5 of 19 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services. LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC No. I Installation Detail 12JJ-1 & 16JJ-2 18ga.,114' x V staples 12' o.c. max A I8ga,114'x1" 3W staples 24' O.C. max Diamond Patten ALUMINUM COILS, INC Soffits Appendix B 18ga..114' x 1' staples 24' o C. max Diamond Patten annul Detei 13 18ga., 114' x t' staples 12' O.C. max Diamond" Patten I l 18ga.,114"xV staples in horzontal leg of female lap Channel Detai A ALC15001.4 FL12194R7 Page 6 of 19 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC soffits Appendix 8 System No. Installation Detail 1 31_' LM30 X 0 077 GIA. T 11A MAR WITH 3n6' HEAD 01A, FASCIA BOARD SP4CF: 16' C.C. FASCIA CAP SOFFIT 1' % Ire CFS''W I STAPLE OPEN RAFTER = C 061M. IMAT. HAIL OR 141,1 FASCIA BOARD A STUB W& VATH W HEAD 16F-1 flirt 5M, ce iiEW SOFFIT & FASCIA 16F-6 SPACED 7C.C' OETAIL FASCIA CAP; REFU TO SOFFIT A FASCIA OETAI F' (RAMNEL SOFFIT; MAX Ir SPAR MASONRY SUBSTRATE Ij ALC15001.4 FL12194-R7 Page 7 of 19 This evaluation report is provided for State of Florida product approval under Rule 61(320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply Warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail MIN. 3/8" HEAD DIA. NAIL, MIN. 1.25' EMBENDMENT SPACED 24" O.C. FOR WOOD SUBSTRATES. MIN. 14GA T•NAIL OR MIN. 9GA. STUB NAIL WITH 3/8" HEAD DIA.. MIN. 5/8" EMBEDMENT SPACED 8" O.C. FOR MASONRY SUBSTRATES, FASCIA SUP BOARD FASCIA TRIM SOFFIT 16F-3 8 16F4 F" CHANNEL good, wnc:•ece or Block wall STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. FASCIA LIP 1 /4' PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001.4 FL12194-R7 Page 8 of 19 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or Quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail K `, SOFFIT STAPLE OPEN 3/4• x 1/4• DIAMOND PATTERN 1 1 D ETAI LCROWNSTAPLES1 / USING A DIAMOND sr.vuLs i PATTERN FACIA BOARD FASCIA CAP 16F-5 3/4' X 1/4' CROWNJTRIMNMAILFACIA BOARD a' STAPLE ON CENTER 1-3/4' TRIM NOJL P' F' CHANNEL CAN BE PAINTED S.S. 48• INSTALLED WITH THE CAP O.C. f0.SCU NAILING FLANGE UP OR 3/4' X 1/4' DOWN CROWN STAPLE SOS_max. 16-inch span WOOD S SUBSTRATE SOFFIT &FASCIA DETAIL ALC15001.4 FL12194-R7 Page 9 of 19 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK ALUMINUM COILS, INC Sow TECHNICAL SERVICES, LLC Appendix B No. I Installation Detail r x Ira• i,AOWN ST - WSTAIAED 16F-2 & va;4oIMON0 16F-7 F. SUBSTRATI 1 SW LONG x 0077" 1 N.AL URTH Y16• W-At CPId 1AFTIR 8OAaO FASCIA CAP. BEFIn TO SOFFIT I FASCIA QTAL SOFFIT.. 11Aa. 16- SPAn BOA90 CAP r'ROriN STAPLE SOFFIT & FASCIA DETAIL Irr x I• staves 01amOnir Paden ALC15001.4 FL12194-R7 Page 10 of 19 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 16J-1 CREEK TECHNICAL SERVICES, LLC No. I Installation Detail 3/4' X 1/4' CROWN STAPLE '24' ON CENTER USING A DIAMOND PATTERN WOOD OR BLOCK SUBSTRATE OPEN RAFTER 3W iOIST FACIA BOARD FASCIA CAP 1-3/4- TRIM NAIL) PAINTED S.S. 48' O.C. Snmr—max. 16-inch span ALUMINUM COILS, INC Soffits Appendix B 3/4- X 1/4- CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN DETAIL 3/4' X 1/4- CROWN FACIA BOARD STAPLE '8' ON CENTER 1-3/4' TRIM NAIL PAINTED S.S. FASCIA CAP 3/4' X 1/4' CROWN STAPLE SOFFIT SOFFIT & FASCIA DETAIL ALC15001.4 FL12194-R7 Page 11 of 19 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC No. I Installation Detail A 18ga.,1f4' x V staples I r O.C. max 16JJ-1 19ga..1l4' x 1' 3MW staples 24' o.c. maxi5 Diamond Patten Channel Deted B Dete l A ALUMINUM COILS, INC Soffits Appendix B 18ga., lWx 1' staples 24' o.c. max 01amond Patten annee 18ga..114' x 1' apses 8' — max iiamond Paten ALC15001.4 FL12194-R7 Page 12 of 19 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No. I Installation Detail 122.5JJ-1 OPEN RAFTER 18 ga , 114" x 1' staples 16" o.c max and 1 314" Long x .072' Oia. Trim Nails with 3116' Head S' 318" O.C. Max It , I. / Oiamond' Patten I8ga.. 114' x 1' staples 12' o.c. max 18ga., 114" x 1' staples 24' O.c, max J•Channel ALUMINUM COILS, INC Soffits Appendix B 18ga., 114' x r staples 24' o.c. max Diamond' Patten annPl oetee a I Sga.,114' x 1' mstaples 24' max Oiaond Patten 18ga., 114' x I' staples 12" o.c. max OeW A ALC15001.4 FL12194-R7 Page 13 of 19 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES. LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I i' TRIM MAIL FASCIA BOARD PaWTEO S.S. 1'el' CROWN ! FASCIA CAP STAPLES SOFfn USING A DIAMOND PATTERN; REFER TO 1'et' CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN GET AL I i' TRIM MAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA DETAIL 24F-1 & i 24F-4 r4- CROWN STAPLE FASCIA CAP; REFER TO SOFFIT t FASCIA OEFA4 / 9- \ Batten Anchored to SOFFIT; MAX 24' f-CHARNEL Ratter vith on Id Ain Shank gad at very Ratter M000 SUBSigaTE _ SOFFIT STAPLE OIAMONO PATTERN ALC15001.4 FL12194-R7 Page 14 of 19 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 ?- FIRM NAIL, —FASCIA BOARD PAwTED S.S. 14' SFIOOTM SHANK GP ROOF NAILS FASCIA SOFFIT 1-4- CROWN STAPLE I 1 t TRIM MAIL FASCIA BOARD MINTED S.S. SOFFIT & FASCIA 24F-2 & DETAIL 24F-5 k i'rt- CROWN STAPLE FASCIA GP. REFER TO SOFFIT f FASCIA DETAIL Nominal ra , SYP Galles Anchored to soffit; MAX. TA' F-CHANNEL Raflen Wh we Td Ring Shad Had al osery Railer WOOD SUBSTRATE ALC15001.4 FL12194-R7 Page 15 of 19 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 11, TRIM NaIL FASCIA BOARD PAWiEO S.S. 1aGA i' T-NABS FASCIA CAP SOFFli 1'gj- CROWN STAPLE 11, TRIM NAIL FASCIA 80AR0 PANITEO S.S. SOFFIT 8 FASCIA DETAIL 24F-3 & 24F-6 I'4' CROWN STAPLE FASCIA, CAP: REFER TO SOFFIT i FASCIA OEfA4 Nco ml rxr SYP Batten Ancaered Is SOFFIT; MAX. 24' F-CMANNFL Rafters mill one Id Ring Shan% MA at every Rifler MASONRY ALC15001.4 FL12194-R7 Page 16 of 19 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS. INC Soffits Appendix B System No. Installation Detail I? TRIM NA4 FASCIA OOARO PAINTER S.S. r,- cRown FASCIA CAP STAMENS USING A DIAMOND SOFFIT PATTERN; REFER TO CAMT4EVEAEO r.1- cRoMN STAPLE SOFFIT STAPLE OIAMONR PATTERN RAFTER OETA4 FASCIA BOARD I TRIM RAIL SOFFIT b FASCIA PAINTED S.S. DETAIL 24J-1 & rr! CROWN STAPLE 24J-2 FASCIA CAP, REFITR TO SOFFIT FASCIA OETA4 / 8 \ secww I' f T SVP tatlMf I r fobbed bmew raftm and SOFFIT; MAX. Tt• MHArNEI. feadod with am (t) 74 mV flunk nwi str"M•nared throw b Oro or Into 7d end \ — W000 SUBSTRA rE WtbN" nab tee( t)7d mO flank nab aFrIaNW 0n / COW SKIN 01 Oa batam at ON bMterurolMer ultersectYarl / SOFFIT STAPLE DIAMOND PATTERN ALC15001.4 FL12194-R7 Page 17 of 19 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC soffits Appendix 8 System No. Installation Detail 1893.,114' x I' staples 24' O.C. max pPEN R,:7ER Diamond' Patten 189a., 114- x 1' OIsT staples 12' o.c. max B i AR69/ t' I 18 ga., 114' x 1" staples 16" o.c max and 1 N' Long x .072' Oia Tnm J-Channel Mails with 3116' Head 4" 318 maxo.c Dews 24JJ-1 18ga.. 114" x I' 318 staples 24' o.c. max 18ga.,114- x r staples 8' o.c. max 1 Diamond Patten J-Channel Deld A ALC15001.4 FL12194-R7 Page 18 of 19 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES. LLC ALUMINUM COILS, INC soffits Appendix 8 System No. Installation Detail 18ga., 114" x i' staples 24' O.c. Max OPEN a.n Diamond' Patten 18ga., 114' x I' OIST staples 12' o.c. max B J# A f I 18 ga., 114" x V staples 11i o.c. max and 1 3/4' Long x .072" Ola. Trim J•Channel Nags with 3116" Head 4" 318' o.e. max ITeta+e 24JJ-2 18ga., IW x I' l8ga., t14' x t' staples 24 o.c. max staples I? o.c. max Diamond" Patten Diamond' Patten 18 ga., III' x I' staples In horzontal leg of female lap J-Channel Wait A ALC15001.4 FL12194-R7 Page 19 of 19 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES. LLC DESIGN WIND LOADS ALUMINUM COILS, INC soffits Appendix C The following tables provide design wind loads for components and cladding in accordance with Section 1609 of the FBC and ASCE 7-10 under the following provisions: 1. Wind speeds for risk category I, Il, III, and IV buildings shall be as defined in Section 1609 of the FBC. 2. Exposure B, C. and D shall be as defined in section 1609 of the FBC. 3. Design wind loads are provided only for walls/soffits with a mean roof height less than or equal to 60-ft. 4. All calculations are based on an effective wind area of 10-fe or less. 5. Topographic factors such as escarpments or hills have been excluded from the analysis. 6. Wind directionality factor, Ka = 0.85 7. V,dr is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1609.1.3 of the FBC. 8. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown below. Dimension 'a' shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 3-ft. ALC15001.4 FL12194-R7 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure B Building Type Zone Mean HeRoofft Basic Wind Speed mph 120 130 140 150 160 170 180 190 200 Enclosed 4 20 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 25 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46 8 30 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 40 18.3 21.5 24.9 28.6 32.5 36.7 41.2 45.9 50.8 50 19.5 22.9 26.5 30.5 34.7 39.1 43.9 48.9 54.1 60 20.5 24.0 27.8 32.0 36.4 41.1 1 -46.0 51.3 56.8 Negative Loads) 5 20 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 25 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 30 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 40 22.6 26.5 30.7 35.3 40.1 45.3 50.8 56.6 62.7 50 24.1 28.2 32.8 37.6 42.8 48.3 54.1 60.3 66.8 60 25.3 29.6 34.4 39.5 44.9 50 7 56.8 63.3 70.1 Enclosed 4 20 10.8 12.7 14.7 1 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 Positive Loads) 5 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 1 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 ALC15001.4 FL12194-R7 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure C Building Type Zone Mean Roof Height ft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 Enclosed 4 20 21.7 25.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2 25 22.6 26.6 30.8 35.4 40.2 45.4 50.9 56.7 62.8 30 23.6 27.7 32.1 36.9 41.9 47.3 53.1 59.1 65.5 40 25.0 29.4 34.1 39.1 44.5 50.2 56.3 62.7 69.5 50 26.2 30.8 35.7 41.0 46.6 52.6 59.0 65.8 72.9 60 27.2 31.9 37.0 42.5 48.3 54.6 61.2 68.2 75.5 Negative Loads) 5 20 26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3 25 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.6 30 29.1 34.2 39.6 45.5 51.8 58.4 65.5 73.0 80.9 40 30.9 36.3 42.1 48.3 54.9 62.0 69.5 77.5 85.8 50 32.4 38.0 44.1 50.6 57.6 65.0 1 -72.9 81.2 89.9 60 33.6 39.4 45.7 52.5 59.7 67.4 75.5 84.2 Enclosed 4 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.6 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 Positive Loads) 5 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 1 19.7 22.9 1 26.3 29.9 33.7 37.8 42.1 1 46.7 60 17.4 1 20.5 23.7 1 27.2 31.0 35.0 39.2 43.7 1 48.4 ALC15001.4 FL12194-R7 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3 The manufacturer shall notify CREEK Technical Services, LLC of any product changes or Quality assurance changes throughout the duration for which this report is valid. This evaluation report does not a)vress nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC soffits Appendix C Design Wind Pressures for Soffits in Exposure D Building Type Zone Mean Roof Height (ft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 Enclosed 4 20 26.0 30.5 35.4 40.6 46.2 52.2 58.5 65.2 72.2 25 27.0 31.6 36.7 42.1 47.9 54.1 60.6 67.6 74.9 30 27.9 32.8 1 -38.0 43.6 49.6 56.0 62.8 70.0 77.5 40 1 -29.4 34.5 40.0 45.9 52.2 58.9 66.1 73.6 81.6 50 30.6 35.9 41.6 47.8 54.3 61.3 68.8 76.6 84.9 60 31.5 37.0 42.9 49.3 56.1 63.3 70.9 79.0 87.6 Negative Loads) 5 20 32.1 37.7 43.7 50.1 57.0 64.4 72.2 80.4 89.1 25 33.3 39.1 45.3 52.0 59.2 66.8 74.9 83.4 92.4 30 34.5 40.4 46.9 53.8 61.3 69.2 77.5 86.4 95.7 40 36.2 42.5 49.3 56.6 64.4 72.7 1 -81.5 90.9 100.7 50 37.7 44.3 51.4 58.9 67.1 75.7 84.9 94.6 104.8 60 38.9 45.7 53.0 60.8 69.2 78.1 87.6 97.6 108.1 Enclosed 4 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 1 42.3 47.2 52.2 50 1 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 Positive Loads) 5 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 1 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 1 30.6 34.8 39.3 44.1 49.1 1 54.4 60 1 20.2 1 23.7 27.5 1 31.6 35.9 40.5 45.4 50.6 1 56.1 ALC15001.4 FL12194-R7 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. F, CREEK TECHNICAL SERVICES, LLC 3/8" F-Channel 3/8" -T 3/8" J-Channel 3/4" -- 1/8" HEM T -T ISOMETRIC VIEW 3/E" PRORLE ISOMETRIC VIEW 3/8' PROFILE ALUMINUM COILS, INC soffits Appendix D ALC15001.4 FL12194-R7 Page 1 of 4 This evaluation report is provided for Stale of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Fascia CREEK TECHNICAL SERVICES, LLC 5 3/4" 7/81, 1/8" HEM 6"FASCIA 7" BLANK 1/4" ISOMETRIC VIEW ALUMINUM COILS, INC soffits Appendix 0 ALC15001.4 FL12194-R7 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 16" Q4 Soffit o: -fro A QV r& W BLANK 3 / a PROFILE ie-u• o 000a aoaa 000ao a000 ooaao 0000 ALUMINUM COILS, INC Soffits Appendix D ALC15001.4 FL12194-R7 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES. LLC 12" T4 Soffit 31/8" 7/8" 31/8" 7/8" 31/8" 5/16" 1/2" 1/2" 3/6" QA:S 741 13.75" BLANK 3/8" PROFILE pnziclru o1aoaa aaaa aoo0a oao oaaoa aoao ENO OF REPORT ALUMINUM COILS, INC soffits Appendix D ALC15001.4 FL12194-R7 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not egress nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Florida Building Code Online htlps://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVX... Business & Professional Regulation BC6 Home I tag in I User Regtstratbn I Hot Topt S Submit. Sunfierge I Stats a NEU PubO lJons I FaC Stall I aCIS Sae Map Links I Search F 'da r USER: Put ApprovalnNuser: Public user my' .' A ff FXQ0 a Aodeval Mena > P.1g0W.Mep=0bn Search > 802KAll211.1,61 > AppOMUon oeraa FL # FL7006-R10 Application Type Revision Code Version 2017 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) IKO Industries, Ltd 40 Hansen Road South Brampton, NON -US L6W 31-14 708) 496-2800 Ext 200 rmetz0010ta mpa bay. m com Robert Metz rmetz001 0tampabay.rr.com Bob Metz REMCO of Pinellas 456 Avila Circle NE Saint Petersburg, FL 33703 727)776-5261 rmetz001@tampabay.rr.com Don Shaw IKO Industries LTD 120 Hay Rd. Wilmington, DE 19808 717)579-6706 don.shaw®Iko.com Roofing Asphalt Shingles Certification Mark or Listing FM Approvals - CER Locke Bowden P.E. Validation Checklist - Hardcopy Received Standa ASTM D3161 modified to 110 mph ASTM D3462 ASTM D7158 Class H ASTM E108 Year 2016 2010 2011 2011 I of 3 4/132018, 7:41 AM ! Florida Building Code Online https://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVX... j Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products FL A 7006.1 Model, Number or Name Cambridge, Cambridge HD, Biltmore and Blltmore HD Limits of Use Approved for use in MVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 7006.2 I Hip and Ridge 12 Cap Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Method 1 Option A 10/08/2017 10/30/2017 11/01/2017 7006.3 Leading Edge Plus Asphalt Shingle Starter Strip Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Description ---_ _- Laminated architectural fiberglass asphalt shingle manufactured at IKO's Kankakee, IL; Hawkesbury, Ont.; Wilmington, DE; Sylecauga,AL and Toronto, Ont. plants Certification Agency Certificate + FL7006 R10 CCAC Leticr ASTM U_3i6.l eit r 9-26-201.7) from FM.pdf FL70Ql.-R10 C CAC Letterz.6 D3462 IeQer - 26-201Z)_pdS 7-00.6_R10 C CAC Letter - ASTM E10-$ letter - 26_2U 1,7,,pdf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL7Q06 RIO 11 1K0_187-02 01 L@tter_ingtallatiol Instructions for FBA C FL7006,go Verified By: Duc T Nguyen 65034 Created by Independent Third Party: No Evaluation Reports Created by independent Third Party: This Is a 12" x 12" fiberglass asphalt shingle used to cover the hip and/or ridge of an asphalt shingle roof system manufactured at IKO's Kankakee, It., Toronto, Ont. and Brampton, Ontario plants. Certification Agency Certificate FL_-- R30 C CAS&UM P X462 - Shinale letter Suo (lance Audit Lo a on;( $ 0 7),pdf L7006 R10 C_C LetteLASTM_D3161 lett. - 9-26-ZQ17) fLom FM.f f "796 R30 C CAC Letter - ASTM D34kR_1etter - 236_Z011R9 F47006 RIO C A Letter - ASTM E10$ 1C.tte(; Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL7004 RIO II Hip and Ridge Cap hln Ig Installation InstLtj bons pdf FL7006 110 Il 1KO-07-01- l Letter - lnstallati_Q_}r lnstruc 10 for FBC F170Q6_pd( Verified By: Duc T Nguyen PE 65034 Created by Independent Third Party: No Evaluation Reports Created by independent Third Party: One piece fiberglass asphalt shingle used as a starter strip at the bottom of a roof system manufactured in Brampton and Hawkesbury, Ontario plants Certification Agency Certificate FL70.0-6 R10 C CAC Limier /15TM D3161 letter 9-26-2017i from FM.pjff FL7006 R1Q_C CAC Letter - ASTM D3462 letter - 9-26- .012) pdf 2 of 3 4/13/2018.7:41 AM Florida Building Code Online https://www.floridabuilding.org/pr/pr app_dtl.aspx?paranl=wGEVX... Other: I i 17006.4 Marathon Plus AR, Superglass Plus 7 - Limits of use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant.• N/A Design Pressure: N/A Other: FL7096 Ra0_rGAC_LKtter - ASTM 19RIh:tter - i(9-26-20171.29 Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL7006 RIO II IKO-187-02-01 Letter - InstallgtIQn jnstructions for FBC FL7006.pdf FL7006 RIO 11 ROOM - Products- Leadin0-Edo Plus. f8905atlon-EN(j),01 Verified By: Duc T Nguyen PE 65034 Created by Independent Third Party: No Evaluation Reports 11 Created by Independent Third Party: - 3 tab fiberglass asphalt shingle manufactured at IKO's Brampton, Ontario, Hawkesbury Ont., Toronto, Ont.; Sylacauga, AL and Kanakakee, IL plants Certification Agency Certificate FL7006 RIO C_CAC_ Letter - AST 9-26-24.1Z)-from FM.gff FL2006__RIO C CAC LeU r _ABM D34b2 letter - I236-2017,gdf FL7006 R10 C CAC Lqaer - ASTM E108 letter - 234_291Z)_p_dt Quality Assurance Contract Expiration Date 12/20/2020 Installation Instructions FL7006 R30 11 IKO-187-02-01 Letter - Installation Instructions for FBC FV006.odf Verified By: Duc T Nguyen 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: Bail laert Contact Us :: 2601 Blair Sinn Road, Tallahassee Ft. 32399 phone_ 850-487-1824 The Slate of Florida is an AAJEBO employer. C tLyhl 2007-2013 State or Ebrida.:: RNacv Statement :: AccesslblRv Snlement :: Refund Statement Under Florida low, email addresses are pubic records. IF you do not want your a -mall address released in response to a pubk-records request, do not send electronic mat to this entity. instead ' stead. contact the OM" by phone or by tradelonal mail 8 you have any questions, please contact 850.487.2395. "Pursuant to section 455.215(1), Florida Statutes, e'TeaNe October 1, 2012, Itersees licensed under Chapter 455, F.S. must provide the Department with an emal address if they have one. The emalls provided may be used for offkbl communication with the licensee. However email addresses are pubic record. U you do rot wbh to supply a personal address, please provide the Department with an emal address which can be made available to the public. Tb determine d you are a licensee under Chapter ass, F.S., please rick tM. Product Approval Accepts: Le= Credit Card Safe 3 of 3 4/13/2018, 7:41 AM ip CONSTRUCTION MATERIALS TECHNOLOGIES October 27, 2017 IKO Industries, Ltd 120 Hay Rd. Wilmington, DE 19809 Re: FBC FL7006 Sir(s), PRI Construction Materials Technologies has completed a technical review and attached sealed shingle instructions in compliance the 2017 Florida Building Code. This review was completed based on the receipt of following evidence from IKO Industries, Ltd: 1) IKO Shingle Application Instructions — 3-Tab Shingles EN-3Tab Appins_8AGXEFS-2012-11_reformatted 2013-02-rev07/13-Florida) 2) IKO Laminated Shingles Application Insiructions EN -Laminated Appins_8TTEFS-2012-04_reformatted 2013-02-rev07/13-Florida) 3) IKO Hip and Ridge 12 Application Instructions EN-HipandRidgel2_3HRTri-2013-08_reformatted 2013-08) 4) IKO Leading Edge Plus Shingle Application Instructions EN-3LEP-Tri-2012-06_reformatted 2013-03) 5) ASTM D3161 Test Report (FM Approvals Project No. 3040947) The attached instructions should be used in conjunction with the published manufacturer's application instructions and applicable code. In the event the instructions conflict, these instructions shall govern. Statement of Independence: PRI Construction Materials Technologies and/or Duc T. Nguyen, FL P.E. do not have nor plan to acquire a financial interest in any company manufacturing or distributing products for which the test reports are issued. f ,// Signed: l Signed: Brad Grryboyifski Duc T. u Managing D rector Florida R ere Professional Engineer P.E. Number: 66034 Date: October 27, 2017 Date: October 27, 2017 Attachments: A) IKO Shingle Application Instructions - 3-Tab B) IKO Laminated Shingles Application Instructions C) IKO Hip and Ridge 12 Application Instructions D) IKO Leading Edge Plus Application Instructions IKO-187-02-01 PRI CorraWdlon Materials Te0nologles, I.I.C. 6412 Badger Drive Tampa Fl. 33610 Tot.. SI M21.5777 Fax: 613-621-5640 e-mail: meterlablin- inp&ftmicom WebSite: hl1pJlwww.pdcmLcem IKO Installation Instructions for Asphalt Shingles Page 2 of 5 IKO Shingle Application Instructions — 3-Tab Shingles ASTM D3161, Class F — IKO Marathon 25 AR and CRC Superglass M25AR) NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION CONFLICT, THESE INSTRUCTIONS WILL GOVERN. ROOF DECK: Solidly sheathed and fastened deck conforming to 2017 FBC UNDERLAYMENT: Applied in accordance with building code requirements. For areas where the roof slope is less than 4" per foot down to 2" per foot, use 2 layers of underlayment conforming to building code requirements, the first sheet overlapping the eave protection by 19", followed by full 36" widths overlapping each preceding course by 19" or other Approved underlayments in accordance with the qualified application instructions. For areas where the roof slope is 4" per foot or greater, cover the deck with one ply of underlayment laid parallel to the eaves, with 2" horizontal laps and 4" end laps. Apply metal drip edges on top of any underlay along rake edges and directly to the deck along eaves in accordance with building code requirements. NAILING: Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" diameter heads, long enough to penetrate through plywood or 314" into boards. Use 4 nails per shingle placed 6-118" above the butt edge, approx. 1" and 13" from each end and 1/2" above each cutout. Drive nails straight so that nail head is flush with, but not cutting into shingle surface. NAILING ON STEEP SLOPES: For steep slopes of 21" per foot (600) or more, use 6 nails per shingle placed as shown below. Ensure that no nail is within 2" of a joint/cutout of the underlying shingle. Seal down each shingle at time of application with three 1" diameter (approx. size and thickness of a quarter) spots of asphalt plastic cement placed under the shingle 2" above the bottom edge and equally spaced along the shingle. Apply plastic cement in moderation since excessive amounts may cause blistering. CAUTION: Shingles should seal to the underlying course when the factory applied asphalt sealant is sufficiently warmed by the heat of direct sunlight. EXPOSURE: Installed shingles shall have a maximum average exposure of 5-5/8" STEEP SLOPES I !• i i i = I — I PSEALINGSTRI NAILS NAILS DO NOT NAIL INTO OR ABOVE THE SEALING STRIP PRI CorakctiDn Matedals TechnDNles. LLC. 6412 Badger Drive Tampa FL 33610 Tel• 813.621-5777 Fax: 813-621.5840 eanall: maWdelstesgng@prlemi.wm WebSlle: htlp1Avww.pdcmLoDm IKO Installation Instructions for Asphalt Shingles Page 3 of 5 IKO Laminated Shingles Application Instructions ASTM D3161, Class F — Cambridge, Cambridge HD, and CRC Biltmore AR) NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION CONFLICT, THESE INSTRUCTIONS WILL GOVERN. ROOF DECK: Solidly sheathed and fastened deck conforming to 2017 FBC. UNDERLAYMENT: Applied in accordance with building code requirements. For areas where the roof slope is less than 4" per foot down to 2" per foot, use 2 layers of underlayment conforming to building code requirements, the first sheet overlapping the eave protection by 19", followed by full 36" widths overlapping each preceding course by 19" or other Approved underlayments in accordance with the qualified application instructions. For areas where the roof slope is 4" per foot or greater, cover the deck with one ply of underlayment laid parallel to the eaves, with 2" horizontal laps and 4" end laps. Apply metal drip edges on top of any underlay along rake edges and directly to the deck along eaves in accordance with building code requirements. NAILING: Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" diameter heads, long enough to penetrate through plywood or 3/4" into boards. Use 4 nails per shingle placed in the nail line 7-3/8" below the top edge, approx. 1" and 13" in from each end. Drive nails straight so that nail head is flush with, but not cutting into shingle surface. NAILING ON STEEP SLOPES: For steep slopes of 21" per foot (60°) or more, use 6 nails per shingle placed as shown below. Ensure that no nail is within 2" of a joint/cutout of the underlying shingle. Seal down each shingle at time of application with three 1" diameter (approx. size and thickness of a quarter) spots of asphalt plastic cement placed under the shingle 2" above the bottom edge and equally spaced along the shingle. Apply plastic cement in moderation since excessive amounts may cause blistering. CAUTION: Shingles should seal to the underlying course when the factory applied asphalt sealant is sufficiently warmed by the heat of direct sunlight. EXPOSURE: Installed shingles shall have a maximum average exposure of 5-7/8". f 7 .va• NAIL LINE 6 318 f 1 NAILS NAILING - STEEP SLOPES APPLICATION Use six nails as shown. 1CEMENT PROPER APPLICATION REOUIRES THAT THE NAILS PENETRATE BOTH THE OVERLAY AND UNDERLAY PORTIONS OF THE SHINGLE PRI ConsbuGbn Materials Teohm ftles. LLC. 6417 Badger Orive Tampe. FL 33610 Tel: 813.621-5777 Far. 813-621.5840 e•ma8: mate<"tes8ng@prlsmlcan WebSlle: MtpJ/www.prlcmlcam IKO Installation Instructions for Asphalt Shingles Page 4 of 5 IKO Hip and Ridge 12 Application Instructions ASTM D3161, Class F — IKO Hip and Ridge 12) NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION CONFLICT, THESE INSTRUCTIONS WILL GOVERN. Cut hip and ridge shingles into thirds, using the perforation marks as a cutting guide. These shingles are designed for a 51/8" (130 mm) exposure. (For a neater appearance, the top of each side of each piece has been factory trimmed on a 1" (25 mm) taper (see drawing). Bend each piece over the hip or ridge, and nail 5 5/8" (143 mm) above the butt edge 1" (25 mm) in from each edge, exposing each piece 5 1/8" (130 mm). Apply hip pieces starting at the lower end of the hip, working up toward the ridge. On hip roofs, apply ridge pieces starting at each end, meeting in the middle. On gable roofs, apply ridge pieces starting at the end opposite to the prevailing wind direction and continue to the other end. Note: To obtain a three-dimensional effect, (which is recommended, but not required), apply hip and ridge shingles double thickness by stacking 2 pieces on top of one another, the lower piece extending about 3/4" (19 mm) further than the top piece (see diagram). The final shingle should be set in cement, and the exposed nail heads of the final shingle should be covered with cement. Prior to application in cold weather, storing the shingles in a heated area will allow for easier bending. NOTE: SHINGLES MUST BE APPLIED PROPERLY. THEY ARE DESIGNED FOR USE AS HIP AND RIDGE SHINGLES ONLY, AND SHOULD NOT BE USED FOR ANY OTHER APPLICATIONS. WE ASSUME NO RESPONSIBILITY FOR LEAKS OR DEFECTS RESULTING FROM POOR APPLICATION OR FAILURE TO PROPERLY PREPARE THE SURFACE TO BE ROOFED OVER, OR FAILURE TO PROVIDE PROPER VENTILATION IN ACCORDANCE WITH MINIMUM PROPERTY STANDARDS REQUIREMENTS. REVIEW ALL APPLICABLE BUILDING CODES, MINIMUM PROPERTY STANDARDS, AND REQUIREMENTS PRIOR TO APPLYING THESE SHINGLES USING THESE APPLICATION INSTRUCTIONS. IAVEN Ce1 PRI ConsWdlon Ma1Bd* Techr*Wgles. I.I.C. 6412 Badger We Tampa FL 33610 Tel: 813-621.5777 Fax: 813-621.5840 ean& m&sda1&W*q@pfcmL=n WebSlte: hWJAftw.pd=Lwm I IKO Installation Instructions for Asphalt Shingles Page 5 of 5 IKO Leading Edge Plus Application Instructions ASTM D3161, Class F — IKO Leading Edge Plus) NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION CONFLICT, THESE INSTRUCTIONS WILL GOVERN. 1. Apply any underlayment, eave protection, valley flashings, or drip edges to roof deck as required. 2. Each 39 3/8" x 131/4" (1000 mm x 336 mm) IKO Leading Edge Plus strip is perforated lengthwise for separation into two (2) shingles. Take one I KO Leading Edge Plus strip and fold flat at perforation to separate. 3. Take one of the separated shingles 39 3/8" x 6 5/8" (1000 mm x 168 mm) and remove approximately 20"(500 mm). Install this shingle on the lower left corner of the roof deck, granule side up, with the factory installed sealant adjacent to the eaves. The shingle should overhang the rake edge and eaves by a nominal 1/4" (6 mm) minimum. Fasten the shingle to the roof deck with nails located 3" to 4" (75 mm to 100 mm) from the eave edge and 1" (25 mm) in from each end. 4. Take the leftover 20" (500 mm) piece shingle. Rotate the piece and align it vertically up the rake edge with the factory installed sealant adjacent to the outer edge of the roof. The shingle should overhang the rake edge by a nominal 1/4" (6 mm) minimum. Fasten the shingle to the roof deck with fasteners located 3" to 4" (75 mm to 100 mm) from the rake edge and 1" (25 mm) in from each end. 5. Repeat Steps 3 — 4 for the right lower corner of the roof deck. NAILING: Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" (9 mm) diameter heads, long enough to penetrate through plywood or 3/4" (20 mm) into boards. Use 4 nails per shingle placed 3" to 4" (75 mm to 100 mm) from the eave edge and approximately 1" and 13" (25 mm and 330 mm) in from each end. 6. Apply full-length IKO Leading Edge Plus shingles to the remaining eave edges of the roof deck. Install the shingles granule side up with the factory applied sealant adjacent to the eaves. The shingles should overhang the rake edge and eaves by a nominal 1/4" (6 mm) minimum. Fasten the shingles to the roof deck with nails located 3" to 4" (75 mm to 100 mm) from the eave edge, 4 nails per shingle. 7. Apply roof shingles as per the instructions printed on each product's package. Make certain the first course of field shingle lies flush with the edges of the fastened IKO Leading Edge Plus. In this way, the sealant on the IKO Leading Edge Plus shingles will adhere to the first -course field shingles and help keep them from lifting in high winds. PRI Construction Matedals Technftles, LLC 6412 98d0er five Tampa, FL 33610 Tel: 813-821•SM Far. 813-621.5840 9-m* matedaatnWV@pdcmLeom WebSite: hVJNnvw.pdcmLwm jlorida Building Code Online https://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVX... li Professional. Regulati rya acts Home I too to I user itwistmbn I Mot Topts ' submit S=herye i Sara a Fats 1 Fueucatbns I Fec San I errs site Map I treks ( search I Florida I j a Product Approval 1 . USER: PWA User Pnthat.eoomral Menu > eM0YG _or eRtca j&njsaab > ARQXationLhj > appootba oetaa FL # FL2346-R7 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Warrior Roofing Manufacturing Address/Phone/Email 3050 Warrior Road Tuscaloosa, AL 35404 205) 553-1734 Ext 115 Steveno WarrlorRoofing.net Authorized Signature Steven Crew StevenoWarriorRoonng.net Technical Representative Steven Crew Address/Phone/Email 3050 Warrior Road Tuscaloosa, AL 35404 205) 553-1734 Ext 1024 Steven@WarriorRoofing.net Quality Assurance Representative Steven Crew Address/Phone/Email 3050 Warrior Road Tuscaloosa, AL 35404 205) 553-1734 Ext 1024 Steven@WarriorRoofing.net Category Roofing Subcategory Underlayments Compliance Method Test Report Testing Lab PRf Construction Materials Technologies, LLC Quality Assurance Entity Keystone Certlncations, Inc. Quality Assurance Contract Expiration Date 10/05/2022 Validated By Jesus Gonzalez, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL2346 R7 COI—P-CM.T_Cert-gf_tnde2endgrir.P-R if Referenced Standard and Year (of Standard) Standard Year ASTM D226 2009 ASTM D4869 2016 Equivalence of Product Standards Certified By Approved Testing Lab FL2346 R7 Eauiv FRC 2017 Standards Eo vuialengLod 1 of 2 4/13/2018, 7:44 AM Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved FL # i Model, Number or Name 2346.1 ! #15 and #30 roofing felt https://www.floridabuilding.org/pr/pr app_dtl.aspx7pamm=wGEVX..,* i Method 1 Option B 01/17/2018 01/17/2018 01/17/2018 04/10/2018 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A I Other: Primary roof covering should be Installed I immediately after felt. Roofing felt is not intended to be an t unprotected weathering surface. i --• ---•----_ice --- •- -•--• — -- 2346.2 115w and 30w roofing felt i 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. I Description STM D 226 Tested — Installation Instructions FL2-346 R7 11 lnstallationlr trucdons.pdf Verified By: PRI Construction Materials Technologies, LLC Test Reports U3_46-_ R 7 TR 15A Test ReQo ydf FL2346 R7 TR 30A Test Re rt.Ddf ASTM D 4869 Tested Installation Instructions FL2346 R7 II lnstallatlonlnstructlons.pdf Verified By: PRI Construction Materials Technologies, LLC Test Reports FL2346 R7 TR 15w Test Report. f FL2346 R7 TR 30w Test Report.Qdf Bsdl teertl Contact.us::MJ?ho-:-5a!_sa7_t$24 The Stele of Fbrlda Is an AAIEEO employer. Ste.YLEIDndi6 :: E&W-Statement :: Acociab1il1Y Staterllent :: HLhazLiM'lLGli under Fbrtla bw, emal addresses are pubic records. 1you do not want youra-mat address released in response to a pubk-retvrds request, do not send alecironic mat to this entity. Instead, contact the office by phone or by traditional mall, Q you have any questons, please contact 850.487.1395. 'Pursuant to Section 455.275( 1), Florida Statutes, effective October 1, 2012, I censees licensed under Chapter 455, F.S. must provide the Department with an emal address r they have one. The emag provided may be used for orrcbl communicatbn wlh the licensee. however emat addresses are public record. if you do not wish to supply a personal address, please provide the Department with an emall address which can be made available to the pubr[. To determine r you are a scensee under Chapter 455, F. S., please ckk b$. Product Approval Accepts. Credit Card Safe 1 2 of 2 4/13/2018, 7:44 AM WARRIOR® ROOFING MANUFACTURING P. O. BOX 401E5 • TUSCALOOSk AL 35404 • PHONE (205) 553.1734 • FAX (205) 03.1755 I 193 LEROY ANDERSON ROAD • MONROE, GA 3005 • PHONE (170) 207-0595 * FAX (770) 207-0775 323 DEVELOPMENT AVENUE • CHAMBERSBURG, PA 17201 • PHONE (717) 709-0323 • FAX (717( 7094U7 Roofing Felt Installation Recommendations Be aware that roofing felt should not be walked upon prior to fastening into position. Proper safety equipment is recommended for all installations. Also, the roof decking should be clear of debris and moisture prior to installation of the roofing felt. Roofing felt should be installed from the bottom of the roof in horizontal layers to increase the water shedding ability of the felt. The initial layer of felt should be installed to cover the bottom edge of the decking, from edge to edge. Overhang is not required. Anchor the top corner of the felt after it has been properly positioned and roll the felt out across the roof. Pay careful attention to roll the felt out smoothly, avoiding wrinkles as you move across the roof. The top edge of the felt should be fastened no less than every eight inches. The middle and bottom edge should also be fastened no less than every eight inches. Fasteners should be applied no less than every eight inches along the eaves. The next.course of felt should also be aligned with the roof edge and should overlap the previous course two inches (sometimes referred to as head lap). In the event you get to the end of a roll prior to getting to the opposite edge of the roof, begin a new roll with a four inch overlap over the end of the prior roll (sometimes referred to as end lap). The same fastening pattern used on the middle and bottom of the initial course should be used for each subsequent course. For the top of each subsequent course, fasten intermittently to hold the top edge in place until the next course is applied. The fasteners in the bottom of the next course will hold the top of the previous course securely. Continue up the roof in this manner. Be sure to firmly fasten the top of the final course if it terminates at the top edge of the roof. Otherwise, overlap the felt over the ridge and secure then begin at the bottom of the other side of the ridge and repeat the process. In valleys, lay a vertical section of roofing felt the length of the valley prior to the installation of the horizontal runs of roofing felt. If you use more than one section of roofing felt in a valley, be certain to start at the bottom and overlap each subsequent length a minimum of two inches as you move up the valley tc rgs -Rra[lvV cater shedding. a,,._ . A=. l'•VS. S.l7A'Fl.^:).i'_: 4'_'ty,.'%Raiti 3..ir. . . 2+?Yi4yy I In the event some wrinkles are created while fastening down a course of felt, slice the I I wrinkles and fasten them flat to the deck. Then seal the cuts with waterproofing cement. Installation of the primary roof covering (ex. Shingles) is recommended immediately ; after felt installation. NOTE: LOCAL BUILDING CODES MAY REQUIRE A DIFFERENT FASTENING PATTERN AND/OR SPECIFIC FASTENER TYPES THAN RECOMMENDED BY j THESE INSTRUCTIONS. PLEASE CONTACT YOUR LOCAL BUILDING CODE ADMINISTRATOR FOR THE EXISTENCE OF REGIONALLY SPECIFIC FASTENING REQUIREMENTS. CITY OF SANFORD BUILDING & FIRE PREVENTION to s. PERMIT APPLICATION 49 Application No: iP)— IgS7 Documented Construction Value:-S hi 200.C. Job Address: LICCLS Historic District: 1'es \o Parcel I:D: IRR Residential Commercial Type of Work: Ncir e :addition .alteration Repair EDemo Change of Use Nlove Description of Work: Plan Review Contact Person: Phone: Fax: Entail: Property Owner Information Natnc ( Phone: Street - Cir\', State zip: Title: Resident of property? : Contractor Information Name , j 70 t Street: 1 IV I Fax: /-` 7 I Q0;i City. State Zip:1 a!!l" t, '% / / j State License No. o1 Architect/ Engineer Information erne: Phone: Street: Fax: City. St. zip: E-mail Bonding Company: Address: Alort_ m—e Lender: address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICF OF CO?IMENCUIF.NT RESULT IN 1.O1'I: PAYING TWICE FOR MPROVE?IESTS TO YOUR 1'i?OVERTY. A NOTICE OF COM_Mr_NCE IEN'I MUST Fr - RECORDED AND POSTED ON THE JOF; 51.1•F LEI --ORE THE FIRST INSPECTION. IF YOU INTEND TO OrsTAI FINANCING. CONSULT \vITii YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICI: 017 C0\ Mr_.\CI:\IENT. 1i• i::'!:1':i .: i!:..':•': r:::..: lCl i il`_:l 3 PCii?:i : C; I:•: \: l•`i:: 3:i.:...:3'.ilC::i i 13_1'::; ,':•. I C:.. ....... :•C':}: C'i .,. ...''3. i: i:i•::1•: i:.: ^::Ji !J 1:% 15:`_3:i-C e.`2 P:ii: i:: 3:1' iii^_i 311 \\'Q;n \`:iil bT ':.iJi :i: iJ r.1C:: ii3:s '•:i nll 13.\, .: ., Cf?:1::%!_..::1 I understand that n separ:rtr permit must be %ecured fur elveirical ss%urk. plum!>irt_'sigr:s. sel!;. paul:. furnaces. boilers. heaters; links. and ::ir conditioners. etc. FGC 104.3 Sltrll br inscribed %, i[h rhd etjw of al,, li;arir,n and tht• code in if :•et as )f on date: 5' Cdi:inn I:h l -, rIs a I:uildi, NOTICE: In addition to the regui:enten;s of this pentut, there rtav be additional restrictions applicable to this prapersr that may befoundinthepublicrecordsofthiscounty, and there mar be additional permits reguir:d Fog other goretmmental entities such as a at:rmar-aeement districts, state aeencies. or federal acencics. acceptance of permit is rcrification that I gill uotifr the mvner of the proper of the rguirements of Florida Licn La,.r. FS 71.. The Ci.-)• of Sanford requires pa.ment of a plan rcview fee et the tine of p:rmit submittal. A copy drthr executed contract is requirminordertocalculateaplanreviewchareeandwillbeconsideredtheestimatedconstructionralu: of the job at the time of subr-final. T h: actual construction value will be figured based oa the current ICC Valuation Talle is effect at the tithe [be p:rnut is issued, inxc.ordaace with local ordinance. Shot d calculat:d charts figured off the exectatd contract exceed tie a:ltal cor-struc:iort value. credit gill be applied to your pemit fees when the permit is issue. ONV EWS AFFIDAVIT: I certify that all of the forcooino information is accurate and that all 11'0rk trillbecloneincompliancewithallapplicablelatt's regulating construction a 'nu. 3=r:)-.'s Nam: 0-w:vzr1A2ent is _ Personally Knov.'n to \I: or Produced fD Trp: of ID n; C Pro.;ttced ID P:r_ors 11Kno-wn to \It t+r T1pe of ID BELOW IS FOR OFFICE USE ONLY Pernfl s Required: BuildlinL,11 Construction Type: Total Sg Ft of siq: El: c:; cal \l:clt:tical Flt:=.;tb::z' GReL El Occupancy Use: Flood Zone: Alin. Occupancy Load: NO%- CnttSt' UctiOn: E• leCir'ic - = of Amps Fir". Sprinkler Iler'rlk: YeSO No = of H.a,'; APPROVALS: ZONING: UTIL ITIES- CO I IENTS: Of Stories: I'lambing - _ of Fixtures Fire Aharrt Permit: 1'e; 0 No V AS T E VV.-kTtF.: ENGINEERING: FfPE-: BUILDING: AUG 2 0 1018 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ 4,782.00 Job Address: 4005 NIGHT HERON DR SANFORD, FL 32773 Historic District: Yes No Parcel ID: 17-20-31-502-0000-1880 LOT 188 Residential ® Commercial Type of Work: New ® Addition Alteration Repair Demo Change of Use Move Description of Work: Install new 3-ton HVAC with duct work Plan Review Contact Person: Paula Bagley Title: Permit Clerk Phone: 407-975-2762 Fax: 407-629-9307 Email: permitting@onestopcooling.com Property Owner Information Name Park Square Homes Phone: 407-529-3000 Street: 5200 Vineland Rd #200 Resident of property? : City, State Zip: Orlando, FL 32811 Contractor Information Name One Stop Cooling & Heating, LLC Phone: 407-975-2762 Street: 7225 Sandscove Court Fax: 407-6 9-9307 City, State Zip: Winter Park_ FL 32792 _ State License No.: CAC 032444 ArchitectlEngineer Information Name: Street: City, St, Zip: Bonding Company: Address: Phone:, Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be Inscribed with the date of application and the code in effect as of that date: 51° Edition (2014) Florida Building Code Revised: June 30. 201S Permit Application .4 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 properly of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued., OWNER'S AFFIDAVIT: I certify that all of the fore oing information is accurate and that all work will be done in compliance with all applicable laws regulati g Obstructl n and zoning. 8/20/2018 Signature of Owncr/Agcnt Date Si ature or Kevin Stine Print Owner/Agent's Name Print Controor/Agent's Name Signature of Notary-Slato of Florida Date Signature Date KELLY WEBSTER Notify Public - State of Florida Commission I FF 978034 My Comm. Expires Apr 4, 2020 Owner/Agent is Personally Known to Me or Contractor/A c I r Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: COMMENTS: BUILDING: Revised: June 30, 2015 Permit Application FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING 6 FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Application Number . . . . . 18-00001957 Date 8/20/18 Application pin number . . . 866480 Property Address . . . . . . 4005 NIGHT HERON DR Parcel Number . . 17,20,31.502-0000-1880 Application type description NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Application valuation . . . . 254744 Owner Contractor PARK SQUARE HOMES PARK SQUARE HOMES 5200 VINELAND RD SUITE 200 ORLANDO FL 32811 407) 529-3000 Structure Information 000 000 ---------------------- Construction Type . . . . . VB Occupancy Type . . . . . . RESIDENTIAL USE GROUP Flood Zone NONE Other struct info . . . . . ELEC - # AMPS 150.00 PLUMBING FIXTURES 16.00 NUMBER OF STORIES 1.00 SQUARE FOOTAGE 2394.00 Permit . . . . . . MECHANICAL - NEW RESIDENTIAL Additional desc . . Phone Access Code 1071943 Permit pin number 1071943 Sub Contractor ONE STOP COOLING & HEATING INC Permit Fee . . . . 70.00 Issue Date . . . . 8/20/18 Valuation . . 4782 Expiration Date . . 2/16/19 Qty Unit Charge Per Extension BASE FEE 70.00 Special Notes and Comments All projects within the City shall use WastePro for debris removal. Please contact WastePro at 407.774.0800. Normal hours for inspections are from 7:30 through 4:30 Monday through Thursday. Please be aware you must contact the Building Official to schedule a Friday or after hours inspection. This is required since not every inspector is licensed to do every type inspection. Communication is the key, so please contact the Building Official if you have any questions at 407.688.5058 or at dave.aldrichosanfordfl.gov Water impact fee $1343.00 Sewer impact fee $3025.00 Other Fees . . . . . . . . . 01-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 990.00 02-CURB CUT/DRIVE - S/F 40.00 01-FIRE IMP-RS 9-2017 383.81 01-LIBRARY IMPACT FEE 54.00 01-PARKS IMP-RS SINGLE 17 1103.95 01-POLICE IMP-RS 09.1.17 384.82 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 6 FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Page 3 Application Number . . . . . 18-00001957 Date 8/20/18 Property Address . . . . . . 4005 NIGHT HERON DR Parcel Number . . 17.20.31.502-0000-1880 Application description . . . NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Permit . . . . . . MECHANICAL - NEW RESIDENTIAL Additional desc . . Phone Access Code 1071943 Permit pin number 1071943 Required Inspections Phone Insp Seq Insp# Code Description Initials Date 10 409 MHOI MECHANICAL ROUGH IN 1000 410 MH02 MECHANICAL FINAL / / tow 1 s M woos ZO-n-". dt0=41t1 I dm JC 3NOZ IL / 'S9'M ' to 'X NUL Sof CY 3NY4 Owu Ou 001 07NS/I0 to 3/u o1d1M YI MH 5100 AL102 W\9MOV19 sou NItlON trtwa add . ra 91 -1L' MOZ-11-16 SA3M1AOUV NA(ld OMIOMMU v: i 9t-d 10t 910E-M-O NVN /OY 11461Q1 M . i YAK*" 1III.AM4 Al Ilml . 7 ml L30m . N 3i01 tm. mmM 3aI11am zlII vat A aM.d MILA 31 a1700l7 IM1a1M No mM AV wood I %konRm • 96) atoll/ mm iY MAW an w No dM 1MMw d"km mw 3M. mom I a0l/m 3AId • In lMl m nM AMMWW IJ11MNM03.11 Of 4M 0 AN OCOd NXIMJl 1114MItIM A .0116O1 MU al Mtad OIOd1 W4 1 76I lam= Ydrm 'K6 an w V. i1111.ILid . W1 • A-ANO,6 - duoaaMM3 !Wo AN. At I10.11 Qd M AM 611da 41W d1 dZMW MU A LSot w MOM SWMWmwOA3WdOL • wd 3aoWb COMB mAms wm am YOIDtlWMa/OdldN m" 1 M .Aa m. o . - 'fA 1611LKO . S 110001 3aauo6 NOMIda.. MM. 1N1x.Otm 11m1 . -*V':U10.OW CN1 137. N 1M11 ptalmq a maw i AM 3M31M wot3Wd w O di99 WU IMMMM MW /Mil dMftQW ao ALUM OO t 6U.VDW3 • 7w63 O. WO]t A IMtO. • m. 11M SMIJA . WA fa0ntmr - 73M VM* 14N AV ZbMa.M A3MPtC Ou '11E dmM1 7M as m M.ad 190174M Mu mOLaO Saw Y CY11g1; Mall Usm, No= Ol LMBCY laity ]W.MIa w Mall A/-M 1011 MO M Shm"ll aN s10tImm 7MOd4Al/ wMC.FIOI . w1N MC. S1a- YI 11l . 'A as l.d.M - to LOS.OI L3MM • M3 A dbMW MM04 w Ad NAM An A M RW A SOMAM/K 316 SILK 4N•CM IW IMO Adm YLW ON 43VO AI" w Y 3111.AMm p0rm AI 1 • 7W, Mi Nm - Y1 mION 9C 1-9S9-( L0) XV.4 LCZC-LLL-(LO) COQZC Rd 'OONVINO 'HO ,MN0702 '3 00 5 101 Mw 1mi i 9YOA(9, lY lS QNb'7 — ;9NI `:.909S6' -Y JJOI.9S—YJrf vIfN,.7SIlYO 03lAM aou WN . IMM A9 030MOMd SWId l33d 3MOS F Y/ N X030 700d NOW N33M MWV= I- OW 31TI, M 1N091 21aN. 1»+ 3NYt105 F Slf' - OSL /S90' QOS X9L - SNV)d N3d '!• j 03SOd0Md 133! 3MYn0s F lO X030 HONOd 1NOH1 Y 3dAl ONWYNO 107 1331 3uvnoS F SQ OLLYd Nw3N IM 3MWM F OCC -OOC IOC sm7mR AIOV 30t?OVdC 03SOdOMd - - 13ad 3bww F QlL' L OYd/NOLLM,NnO! A33.4 3NY110S F CIS -Ott /CO 3NN0 SNYid 30YN11M0 N3d XHOAUV11 133! 3NMOS F 1V101 - LOl !!0/NO XNOMIW SN0LLYA3U 301MO IOdS 03HSNU - OMOdONd 133e 3NMOS F 009Q w2w 101 1Y101 SL LY N0/Ssmms m (L) s0 SNOLLVM?VJ V3NY NVId IOU mimmin V aw .0Z lY N01ss3"s ml (Z) N H1 3N0I1 ON ' S101 NN."m NO ,OL al 03on03N 39 NVO X9Ml3S INOW t•) AI/N 31YNNd ,OS) SZ 101 a) ,t l UOl ,SL i .09) , SZ - 133N1s 3als JHOlff Y II QjVOY17HUolst) .ol 101 09) .SI 03HS1NNni sV sXovws 00' 09 3 „169 9T.00 , S ta'e) Ins3 -lun ,0l OZ' SZ AzSZ OZ' SZ 1 1 00'0l IQ'QZ - NNO! 40 d01-dO1 NOLLwt7NIW alilroaraw 00'01 AV -------- T'_ . a711 '9' d 00'Ot ,00'01 0e ez Of .107 oe az 00'09 3 1. 9,9400 S IIL 101 LIZ 101 ooijawy ;o Muoe :punj eouolnsul 81M s,(8u.JOIIV : dd 'uowpooM V p1oM 'sawoH 'elpasmiepulM uoi}olodlo0 alomolad o) 011 'sasudla}u3 alonbS MIod :01 aSULL93,1180d dNVQNnOff opuOIj '/()uno0 ajou!was jo spiooab aygnd OW 10 ZOL 46nojy) f6 sa6od '19 400e ) old ui papjooaj so 3A8.-jO2dd MHONAM '991 )01 :43HSINMfJ SY NOUdIMOSW bl- UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering - Environmental Sciences Geophysical Services - Construction MaterialsTtsting - Threshold Inspection Building Inspection -Plan Review -Building Code Administration 3532 Maggie Blvd, Orlando, 32811 - P: 407.423.0504 - F: 407.423.3106 UES Project No: 0110.1700817.0000 Workorder No: 9393266-1 Report Date: 7/23/2018 In -Place Density Test Report Client: Park Square Homes 5200 Vineland Road, Suite 200 Orlando, FL 32811 Project: Wyndham Preserve, House Lot Testing 18-Jq5-? UES Technician: Sammie Edwards Date Tested: 07/23/2018 East Lake Mary Boulevard & Brisson Avenue South, Sanford, Seminole County, FL 32773 Area Tested: 4005 Night Herron Drive (Lot # 188) Tvipe of Test: Material: Native 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 aximum Density pcf) ptimum Moisture 1%) Field Dry Density pd) Field Moisture 1%) Soil Compaction 11%i Native Depth inch) Pass or Fail 1 North Footing 0-1 ft 106.8 10.6 104.1 10.5 97 N/A Pas: 2 South Footing 1-2 ft 106.8 10.6 102.9 11.2 96 N/A Pas! 3 East Footing 1-2 ft 106.8 10.6 103.6 10.3 97 N/A Pas: 4 North East Comer of Pad (TOF) 1-2 ft 106.8 10.6 103.1 10.7 97 N/A Pas: 5 Center of Pad (TOF) 2-3 ft 106.8 10.6 105.0 10.0 98 N/A Pas! Remarks: TOF= Top Of Fill c Tn nnlnl.l:w1. n —.41 1 1n I n6: 0w 1bn D..I.I:n nn•1 n.....•.h.n.. n11 •nnn•1•. n w 1-40n4 nw nnnF•1nn:el n•..nn.h• n! ^. nl:nn/.. a # n../hnri.nKnn CITY OF SANFORD BUILDING & FIRE PREVENTION D PERMIT APPLICATION Application No: 7 S7 f' Documented Construction Value: S Job Address: {o0S N t j l q i dW( 1 , Historic District: Yes No of Parcel ID: Residential W, Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: U' ivt,% tVj 5 C Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Name Phone: Street: Resident of property?: City, State Zip: Contractor Information Name Limco-it PIW%6.11V l'r• y Phone: 40 - T 4/'-1.7 6 d Street: ar-0 r. Fax: 7 - t7 7l - V rG City, State Zip: Uctyj, , {-L 3H %I State License No.: Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51b Edition (2014) Florida Building Code Revised: June 30, 20)5 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as 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. 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 Si tore o` on.,Mgcnt Date X t e-y- Lim cr& Print Contractor/Agcnni''s Name n/ ./"/'; . P r/, li Ill//// r' Signat of No ! C.•', tl1S5/ •' cj i, gnr4tart'-S ote of F rido Dat` CAF aY 7 pNF oqq iFF 120855rZi r Contractor/ Agent is —)C Personally Kno'Jgj Produced 1D Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: COMMENTS: BUILDING: Revised: June 30, 2015 Permit Application