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319 Saltmarsh Lp 18-1857; NEW SFH
I-i &--q COUNTY OF SEMINOLE IMPACT FEE STATEMENT 4STATEMENTNUMBER: 18100004 DATE: May 01, 2018 a O BUILDING APPLICATION #: 18-10000411 BUILDING PERMIT NUMBER: 18-10000411 1 IUNITADDRESS: SALTMARSH LOOP 3719 17-20-31-502-0000-1330 1 / TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: PARK SQUARE ENTERPRISES ADDRESS: 5200 VINELAND RD STE 200 ORLANDO FL 32811 LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 3719 SALTMARSH LOOP / WYNDHAM PRESERVE / SFR FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUETYPEDISTSCHEDRATEUNITSTYPE ROADS-ARTERIALS CO -WIDE ORD Single Family ROADS -COLLECTORS Housing 705.00 1.000 dwl unit 705.00 Single Family N/A Housing 00 1.000 dwl unit FIRE RESCUE N/A 00 LIBRARY CO -WIDE ORD 00 Single Family SCHOOLS Housing 54.00 1.000 dwl unit 54.00 Single Family CO -WIDE ORD Housing 91000.00 1.000 dwl unit 9,000.00PARKSN/A LAW ENFORCE N/A 00 DRAINAGE N/A 00 00 AMOUNT DUE 9,759.00 i PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THESEMINOLECOUNTYROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE DATE ABOVE, BUT NO LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUSTCOPIESEET THE OF RULESEOOVERNINGSOF THE APPEALSMAYNTY LAND BE PICKED , OR EUPENT CODE. REQUESTED, FROMTHEBUSINESSOFFICE• 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE Parcel ID Number: 17-20-31-502-0000-W 0 Prepared By Daphne Clark and Park Square Homes Return To : 5200 Vineland Road, Suite 200 Orlando, 17132811 NOTICE OF COMTYIENCEMENT. State of Florida. v County of Seminole. Permit Number: III I 0 J 1 GRANT MALOY SEMINOLE COUNTY CLERK OF CIRCUIT COURT t. COMPTROLLER BY, 9153 P9 166 QP9s) CLERK'S 4 2018068014 RECORDED 06/14/2012 ii2:26:3il 1'11 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 provided in this Notice of Commencement. 1. Description of Property: LOT —133 Legal Description: WYNDHAM PRESERVE, according to the plat thereof, as recorded in Plat Book 81, Page 93-1022,, of the public records of Seminole County, Florida. Address : 3 71 / a I tpwarsA IW_,sanfordFI32773 General Description of Improvements: New Single Family Home 3. Owner Information : Name Park Square Enterprises LLC Address 5200 Vineland Road, Suite 200, Orlando, FI 32811 Telephone ( 407) 529-3000 4. Fee Simple Title Holder: N.A. 5. Contractor Name and Address: Name Park Square Homes Address 5200 Vineland Road, Suite 200, Orlando, FI 32811 Telephone ( 407) 529-3000 6. Surety: N.A. 7. Lender: Name Fifth Third Bank Address 5050 Kingsley Dr. MD: 1 MOC3] 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 : A//Signature of Owner's Agent: Vishaal Gupta Executive Vice President, Park Square Enterprises LLC Sworn to and subscribed before me this day by Vishaal Gupta who is personally known to me and did not produce ID. Notary Public Daphne Clark My commission expires: 6/27/19 ``4;• s cu t P O Ir. SerialNo. FF209108 Notary Signature: * s ENO G Q G O FORM R405-2017 STATIE FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 133 Milan B RHG - N Builder Name: Park Square Homes Street: 3719 Saltmarsh Loop Permit Office: City of Sanford City, State, Zip: Sanford , FL , Permit Number: Owner: Jurisdiction: 691500 Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2 ) 1. New construction or existing New (From Plans) 9. Wall Types (1633.3 sqft.) Insulation Area 2. Single family or multiple family 'Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1334.70 ft2 b. Frame - Wood, Adjacent R-11.0 298.67 ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 3 d. N/A R. ft2 10. Ceiling Types (1349.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1349.00 ft2 6. Conditioned floor area above grade (ft2) 1349 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. N/A R. ft2 11. Ducts R ft2 7. Windows(183.0 sqft.) Description Area a. Sup: Attic, Ret: Main, AH: Main 6 269.8 a. U-Factor: Dbl, U=0.55 105.00 ft2 SHGC: SHGC=0.22 b. U-Factor: Dbl, U=0.58 64.00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.25 a. Central Unit 28.6 SEER:16.00 c. U-Factor: Dbl, U=0.54 14.00 ft2 SHGC: SHGC=0.25 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 27.8 HSPF:9.00 SHGC: Area Weighted Average Overhang Depth: 3.335 ft. Area Weighted Average SHGC: 0.233 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (1349.0 sqft.) Insulation Area EF: 0.900 a. Slab -On -Grade Edge Insulation R-0.0 1349.00 ft2 b. Conservation features b. N/A R. ft2 None c. N/A R= ft2 15. Credits Pstat Glass/Floor Area: 0.136 Total Proposed Modified Loads: 45.40 PASSTotalBaselineLoads: 47.11 1 hereby certify that the plans and specifications covered by Review of the plans and VKE ST,gl, this calculation are in compliance with the Florida Energy specifications covered by thisti Code. calculation indicates compliance vj 4ry ' ==a. o 4DigitallysignedbyLeandro Leandro Fuentes Fuentes with the Florida Energy Code. n,,,r-:; ::;c':;;:. o PREPARED BY: oate:2ota.04.0208:2154-04'W Before construction is completed a C DATE: this building will be inspected for compliance with Section 553.908 1 hereby certify that this building, as designed, is in compliance Florida Statutes. 5 C010) with the Florida Energy Code. WO 0 OWNER/AG BUILDING OFFICIAL: DATE: DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed In accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist In accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). Compliance with a proposed duct leakage On requires'a Duct Leakage Test Report confirming duct leakage to outdoors, tested In accordance with ANSI/RESNETACC 380, Is not greater than 0.030 On for whole house. 4/2/2018 8:17 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4 CITY OF SJAJl40Po4.DAPR 17 2018 FIRE DEPARTMENT y Building & Fire Prevention Division PERMIT APPLICATION Application No: / Q j Documented Construction Value: $&WAON/Rq 2 Job Address: J 71 q V/ t L/ mjI4 `QolO Historic District: Yes No Parcel ID: 17-20-31-502-0000- /33 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 Phone:407-257-6940 Fax: Title: Email: Parksquare@PermitsPermitsPermits.com Property Owner Information Name Park Square Enterprises LLC Phone: Street: 5200 Vineland Rd STE 100 City, State Zip: Orlando FL 32811 Resident of property? : Contractor Information Name VISHAAL S GUPTA - PARK SQUARE HOMES Phone: 407-5293100 Street: 5200 Vineland Rd STE 100 Fax: City, State Zip: Name: Street: City, St, Zip: _ Orlando FL 32811 State License No.: CRC1330351 Architect/Engineer Information Phone: Fax: E-mail: Bonding Company: Address: N/A Mortgage Lender: Address: N/A WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 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: 611 Edition (2017) Florida Building Code Revised: January I, 2018 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. A/U i qC Signature o Owner/Agent Date Signature ofContractor/Agent Date VISHAAL S GUPT VISHAAL S GUPTA Print Owner/Agent's in Print Contractor/A e Signature of Notary- to of Florida Dak Signature4KNdAWSPState of Florida Date Vf 2pg m !'. '."! My COMMI.A. IISSIO K 2071U, i9 ri rf XPIRES etiar,* # EXPIRE; dNh94?Fj I;Eh`-s BW , a saaeed¶uuBu9 Owner/ Agent is YES PersonQ rutoWe or Contractor/Agent its ersonally Known to Me or Produced I D N/A Type of f150WProduced I D N/A Type of I D BELOW IS FOR OFFICE USE ONLY Permits Required: Building g Electrical ER" Mechanical y Plumbing5f Gas[]Roof Construction Type: NO Occupancy Use: 1`3 Flood Zone: x-5 E Total Sq Ft of Bldg: to 1S Occupancy 1 ATT-, Grp ED Min. Occu anc Load: ' # of Stories: New Construction: Electric - # of Amps I <0 Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No [( # of Heads Fire Alarm Permit: Yes Noj APPROVALS: ZONING: COMMENTS: UTILITIES: ENGINEERING: tip q'30"Ib FIRE: Ok to construct single family home with setbacks and impervious area shown on plan. 13t1o1 rn % 1 atn WASTE WATER: BUILDING: Revised: January I, 2018 Permit Application CITY OF 04FORD FIRE DEPARTMENT Building & Fire Prevention Divisionr'l PERMIT APPLICATION Application No: z Documented Construction Value: S 1?4ul 60 C_ Job Address: J 71 q W,-r"4oc 4- 1d%16 Historic District: Yes No1 171 Parcel ID: 17-20-31-502-0000- /33 0 Residential Commercial Type of Work: New[Z] Addition Alteration Repair Demo Change of Use Move Description of Work: NEW SINGLE FAMILY HOME WYNDHAM PRESERVE LOT # Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: Email: Parksquare@PermitsPermitsPermits.com Property Owner Information Name Park Square Enterprises LLC Phone: Street: 5200 Vineland Rd STE 100 Resident of property? City, State Zip: Orlando FL 32811 Contractor Information Name VISHAAL S GUPTA - PARK SQUARE HOMES Phone: 407-5293100 Street: 5200 Vineland Rd STE 100 Fax: City, State Zip: Orlando FL 32811 State License No.: CRC1330351 Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: N/A Mortgage Lender: N/A 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: 611 Edition (2017) Florida Building Code Revised: January I, 2018 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. A/A 41( ?/(1 Signature o Owner/Agent Date VISHAAL S GU T Print Owner/Agent's Signature of Notary- tate of Florida I Dath D - P, V'T 20% s EXPioIREeud9dNdiaN r Owner/Agent is YES Persons Q rttotQs We or Produced ID N/A Type ofY'D ° C Signature of Contractor/Agent Date VISHAAL S GUPTA Print Contractor/A me Signature o -State of Florida Date D.aa Ap My COMMISSION A FF 20910L EXplR l,SllieQ7,261 g,de UN Ivor, NANq . ca Contractor/Agent i' ersonally Known to Me or Produced ID N/A Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps, Flood Zone: of Stories: Plumbing - # of Fixtures, Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: y 25- WASTE WATER: ENGINEERING: COMMENTS: FIRE: BUILDING: Revised: January 1, 2018 Permit Application REQUIRED INSPECTION SEQUENCE PARK SQUARE HOMES SFR-DETACHED Permit # BUILDING PERMIT Min Max Inspection Description 10 Form board / Foundation Survey 10 Slab / Mono Slab Pre our 20 Lintel / Tie Beam / Fill / Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 40 Roof Dry In 50 Frame 60 Insulation Rough In 70 Drywall / Sheetrock 40 70 Lath Inspection 50 1000 Final Roof 50 1000 Final Stucco / Siding 80 1000 Insulation Final 1000 Final Single Family Residence A d d revs: E%EGTRICA L PERIVIIT' _- _ • • • _ _- _ _ Min Max Inspection Description 10 Underground Electric 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final M Inspection DescriptionMinMax 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final c-r•-r--•... c01, CH Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 Vo W1877 City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: Michelle Parkison Firm: Park Square Homes Address: 5200 Vineland Road, Suite 200 City: Orlando State: FL Zip Code: 32811 Phone: 407-529-3135 Fax: Email: mparkison@parksquarehomes.com Property Address: 3719 Saltmarsh Loop Property Owner: Park Square Enterprises, LLC Parcel identification Number: 17-20-31-502-0000-1330 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) OFFICIAL USE ONLY Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0090 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway 0 The parcel is not in the: floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone 'A', the best available information used to determine the base flood elevation is: BP# 18-1857 Reviewed by: Michael Cash, CFM Date: April 30, 2018 CITY OF Application for Right -of -Way SWORD Utilization Permit PLANNING b DEVELOPMENT 300 North Park Avenue, Sanford, Florida 32771 SERVICES DEPARTMENT Phone: 407.688.5140 Fax: 407.688.5141 This permit authorizes work done in the City of Sanford's right-of-way in accordance with the City's regulations and the attached construction plans approved as part of this permit. It does not approve any work within any other jurisdiction's right-of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the size and location of the existing right-of-way and use shall be provided or application could be delayed. Project Location/Address: Aerial Installation Underground Utilities S fly 34f-1/ MAKJ77 11JG" Directional Bore Jack & Bore Roadway open cut -single lane Roadway open cut —multi lane Small Cell/Wireless Co -location New pole 0 Other (describe): Brief Description of Work: DRIVEWAY FOR NEW SINGLE FAMILY HOME WYNDHAM PRESERVE LOT # Schedule of Work: Start Date: Completion Date: Emergency Repairs - Reason: Excavation Information: Total Length (Feet) # Open Roadway Cuts: Aerial Info: Length (Feet) # of Poles (Existing) (New) This Application is submi Signature: Print Name: VISHAAL S GUPTA Firm/Company: I L S GUPTA - PARK SQUARE HOMES Date: !4! ( j 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 comp) d A the following email address: michael.cash(@sanfordfl.itov I have read and undOyAO the Above statement and by signing this application I agree to its terms. Signature: Application No: Reviewed: Public Works Utilities Engineering Inspected By: Conditions*: Fee: Date: Date: Date: Date: Date: 4 —31) ` 'Zo ( f Date: DATE: LIMITED POWER OF ATTORNEY I HEREBY NAME AND APPOINT: Alison Perrotti, Anthony Penotti, Janev Jahner, Allan Jahner, Gustav Botes, KarenMcAdams, EACH AN AGENT OF: PARK SQUARE HOMES TO BE MY LAWFUL ATTORNEY IN FACT TO ACT FOR ME AND APPLY TO THE BUILDING DEPARTMENT OF:6)A — a FOR A BUILDING PERMIT FOR WORK TO BE PERFORMED AT LOT NUMBER: a3 SUBDMSION:APAW fh 6 ADDRESS: y2lef'SAln z PARCEL ID: r2 SZ /3-6 AND TO SIGN MY NAME AND DO ALL THINGS THAT ARE NECESSARY TO THIS APPOINTMENT. VISHAAL S GUPTA NAME OF CONTRACTOR.) SIGNATURE OF CONTRACTOR.) STATE CERT. # CRC1330351 CONTRACTOR'S STATE REGISTRATION NUMBER.) The foregoing instrument was a;c ovule ed before me this DATE: BY: VISHAAL S ffiJPTA Who is personally known to me and did not take an oath. STATE OF FLORIDA COUNTY OF ORANGE. NAME: D.A.Clark My Commission # FF209108 My Commission Expires 6/27/19 NOTARY: z ezol' I OF NOTARY: SCPA Parcel View: 17-20-31-502-0000-1330 http://parceldetail.scpafl.org/ParceiDetailinfo.aspx?PID=l 720315020... Property Record Card IM996 Parcel: 17-20-31-502-0000-1330 se...o,aoa„v,r aorta Property Address: 3719 SALTMARSH LOOP SANFORD, FL 32773 Parcel Information Parcel 17-20.31-502-0000-1330 Owners) PARK SQUARE ENTERPRISES LLC Property Address 3719 SALTMARSH LOOP SANFORD, FL 32773 Mailing 5200 VINELAND RD #100 ORLANDO, FL 32811 Subdivision Name WYNDHAM PRESERVE Tax District S1-SANFORD DOR Use Code 00-VACANT RESIDENTIAL Exemptions 25I 40 I 40 I 40 I 40 I 40 I 40 40.27 -- TRACT I a02ery 3 40 40 40 40 40 40 40 40T470).57 34 r'y 141 140 139 138 137 136 135 134 jp3 132 131 130 C Tax Amount without SOH: $266.00 TO 2017 Tax Bill Amount $266.00 61 40 40 40 40 40 40 40 40 40 40 95.24 Tax Estimator 40 55.24 Save Our Homes Savings: $0.00 E143 144 145 146 147 148 149 150 151 152 153 154 • Does NOT INCLUDE Non Ad Valorem Assessments 0 c 0 0 0 0 Seminole County GIS ; Legal Description I Value Summary LOT 133 WYNDHAM PRESERVE PB 81 PGS 93-102 lxes 2018 Working Values 2017 Certified Values Valuation Method I Cost/Market Cost/Market Number of Buildings i 0 1 0 Depreciated Bldg Value Depreciated EXFT Value Land Value (Market) I $45,000 14,000 Land Value Ag I 4 Just/Market Value •• 45,000 $14,000 Portability Adj Save Our Homes Adj 0 s0 Amendment 1 Adj 0 0 P&G Adj 0 0 Assessed Value 45.000 14,000 Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 45.000 0 i 45,000 Schools 45,000 0 45,000 City Sanford 45,000 i 0 45,000 SJWM(Saint Johns Water Management) 45.000 ' 0 45.000 County Bonds 45,000 0 45,000 ales Description Date Book Page Amount Qualified VarJlmp SPECIAL WARRANTY DEED 11/1/2017 09033 0005 768,000 No Vacant Find Comparable Sales Land Method Frontage Depth Units Units Price Land Value LOT 1 $45,000.00 $45.000 Building Information Permits Permit # Description Agency Amount CO Date Permit Date No Permits 1 of 2 4/17/2018, 10:10 AM 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 133 Milan B RHG - N Builder Name: Park Square Homes Street: 3719 Saltmarsh Loop Permit Office: City of Sanford City, State, Zip: Sanford , FL , Permit Number _ ' CJ nOwner: Jurisdiction: 91 00 Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2 1. New construction or existing New (From Plans) 9. Wall Types (1633.3 sqft.) Insulation rea 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1334.70 ftz b. Frame - Wood, Adjacent R=11.0 298.67 ftz 3. Number of units, if multiple family 1 c. N/A R= ftx 4. Number of Bedrooms 3 d. N/A R= ftx 10. Ceiling Types (1349.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1349.00 ftz 6. Conditioned floor area above grade (ftz) 1349 b. N/A R= ftz Conditioned floor area below grade (ftz) 0 c. N/A R= ftz 11. Ducts R ftz 7. Windows(183.0 sqft.) Description Area a. Sup: Attic, Ret: Main, AH: Main 6 269.8 a. U-Factor: Dbl, U=0.55 105.00 ftz SHGC: SHGC=0.22 b. U-Factor: Dbl, U=0.58 64.00 ftz 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.25 a. Central Unit 28.6 SEER:16.00 c. U-Factor: Dbl, U=0.54 14.00 ftz SHGC: SHGC=0.25 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ftz a. Electric Heat Pump 27.8 HSPF:9.00 SHGC: Area Weighted Average Overhang Depth: 3.335 ft. Area Weighted Average SHGC: 0.233 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (1349.0 sqft.) Insulation Area EF: 0.900 a. Slab -On -Grade Edge Insulation R=0.0 1349.00 ftz b. Conservation features b. N/A R= ftz None c. N/A R= ftz 15. Credits Pstat Glass/Floor Area: 0.136 Total Proposed Modified Loads: 45.40 PASSTotalBaselineLoads: 47.11 1 hereby certify that the plans and specifications covered by Review of the plans and F-VHE Srgl, this calculation are in compliance with the Florida Energy specifications covered by this 1 Code. calculation indicates compliance Digitally signed by Leandro Leandro Fuentes F.entes with the Florida Energy Code. i :: a'•`'``4 o Date. 20 t 8.04.02 08.2 t.54 -04'00' PREPARED BY: Before construction is completed 4, `• _ o DATE: this building will be inspected for Y i- acompliancewithSection553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code. OWNER/ 00 WE BUILDING OFFICIAL: DATE: _ 2- 2- DATE: zg- v 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. 4/2/2018 8:17 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: New/Existing: Comment: Lot 133 Milan B RHG - N Bedrooms: 3 User Conditioned Area: 1349 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: Street Address Lot # 133 Block/Subdivision: WYNDHAM PRESERV PlatBook: Street: 3719 Sallmarsh Loop County: Seminole City, State, Zip: Sanford , FL , CLIMATE V Design Location Design Temp TMY Site 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Orlando FL_ORLANDO_INTL_AR 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1349 12545.7 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 1349 12545.7 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 143 ft 0 1349 ft2 0.29 0 0.71 ROOF Type Roof Gable Roof Materials Area Area Color Solar Absor. SA Emitt Emitt Deck Pitch Tested Tested Insul. (deg) 1 Hip Composition shingles 1509 f12 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 1349 ft2 N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 Blown 1349 ft2 0.1 Wood 4/2/2018 8:17 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2017 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Space Ornto Wall_Type Value-Ft-In-Ft-In Area R_Value-Eraction-Absor Grade. 1 N Exterior Concrete Block - Int Insul Main 4.1 11 0 9 4 102.7 ft2 0 0 0.8 0 2 E Exterior Concrete Block - Int Insul Main 4.1 57 6 9 4 536.7 ft2 0 0 0.8 0 3 S Exterior Concrete Block - Int Insul Main 4.1 30 0 9 4 280.0 ft2 0 0 0.8 0 4 W Exterior Concrete Block - Int Insul Main 4.1 44 6 9 4 415.3 ft2 0 0 0.8 0 5 - Garage Frame - Wood Main 11 32 0 9 4 298.7 ft2 0 0.25 0.8 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 N Insulated Main None 4 3 8 24 ft2 2 Wood Main None 39 2 8 8 21.3 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang V # Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 n 1 Metal Low-E Double Yes 0.54 0.25 N 6.0 ftz 4 ft 8 in 5 It 8 in Drapes/blinds None 2 E 2 Metal Low-E Double Yes 0.55 0.22 N 45.0 ft2 1 ft 0 in 1 ft 4 in Drapes/blinds None 3 E 2 Metal Low-E Double Yes 0.54 0.25 N 4.0 ft2 1 ft 0 in 1 It 4 in Drapes/blinds None 4 s 3 Metal Low-E Double Yes 0.55 0.22 N 30.0 ft2 1 ft 0 in 1 It 4 in Drapes/blinds None 5 S 3 Metal Low-E Double Yes 0.58 0.25 N 64.0 ft2 7 ft 4 in 1 It 4 in None None 6 W 4 Metal Low-E Double Yes 0.55 0.22 N 30.0 ft2 1 ft 0 in 1 ft 4 in Drapes/blinds None 7 W 4 Metal Low-E Double Yes 0.54 0.25 N 4.0 ft2 1 ft 0 in 1 ft 4 in Drapes/blinds None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 391 ft2 391 ft2 48 ft 9.3 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000414 1463.7 80.35 151.12 .302 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:9 27.8 kBtu/hr 1 sys#1 4/2/2018 8:17 AM EnergyGauge® 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 28.6 kBtu/hr 858 cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.9 50 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert Company Name System Model # Collector Model Area Volume FEF None None ft2 DUCTS Supply ---- Return ---- Air CFM 25 CFM25 HVAC # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 269.8 ft Main 67.45 ft Prop. Leak Free Main cfm 40.5 cfm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: CoolingJan Feb [ Mar A r Ma Jun Jul AugXj Se Oct Nov Dec Heatin Jan Feb lX Mar Apr I May JXJJun Jul Au[ Sep Oct Nov DeclX} Ventin [ ]]Jan lX} Feb [X] Mar A r May Jun Jul Aug Se X] l Oct X Nov Decl 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 Healing (W D) 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 4/2/2018 8:17 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: 3719 Saltmarsh Loop Permit Number: Sanford , FL , MANDATORY REQUIREMENTS See individual code sections for full details. SECTION R401 GENERAL R401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Instal lation.The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3. Interior doors, if installed at the time of the test, shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems, if installed at the time of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the test, shall be fully open. R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. R402.4.3 Fenestration air IeakageWindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMA/ WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. 4/2/2018 8:17 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: 1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. 2. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential. R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SECTION R403 SYSTEMS R403.1 Controls. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or 7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes, to be "substantially leak free" in accordance with Section R403.3.3. R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41 °C) or below 55°F (13°C) shall be insulated to a minimum of R-3. R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory). Heated water circulation systems shall be in accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 4/2/2018 8:17 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complian Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 1/2 inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies (Mandatory). R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 140°F (38°C to 60"C). R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water -heating systems to be turned off. R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1. R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar water -heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole -house mechanical ventilation system fan efficacy. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. 2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. 3. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10 otherwise. R403.7 Heating and cooling equipment (Mandatory). R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This Code does not allow designer safety factors, provisions for future expansion or other factors that affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM CFM) MINIMUM EFFICACY a CFM/WATT) AIRFLOW RATE MAXIMU CFM) Range hoods Any 2.8 cfm/watt Any In -line fan Any 2.8 cfm/watt Any Bathroom, utility room 10 1.4 cfm/watt 90 Bathroom, utility room 90 2.8 cfm/watt Any For SI: 1 cfm = 28.3 Umin. a. When tested in accordance with HVI Standard 916 4/2/2018 8:17 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1. R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7.1. R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. R403.9 Snow melt and Ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F (10°C), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F (4.8°C). R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required. R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 4/2/2018 8:17 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 4 of 5 R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. R403.11 Portable spas (Mandator%he energy consumption of electric -powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps. Exception: Low -voltage lighting. R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights. 4/2/2018 8:17 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of 5 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 96 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Windows" Description a. U-Factor: Dbl, U=0.55 SHGC: SHGC=0.22 b. U-Factor: Dbl, U=0.58 SHGC: SHGC=0.25 c. U-Factor: Dbl, U=0.54 SHGC: SHGC=0.25 d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth Area Weighted Average SHGC: 3719 Saltmarsh Loop, Sanford, FL, New (From Plans) 9. Wall Types Insulation Area a. Concrete Block - Int Insul, Exterior R=4.1 1334.70 ft2 Single-family b. Frame - Wood, Adjacent R=11.0 298.67 ft2 1 c. N/A R= f12 3 d. N/A R= ft2 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=30.0 1349.00 ft2 1349 b. N/A R= ft2 c. N/A R= ft2 Area 11. Ducts R ft2 105.00 ft2 a. Sup: Attic, Ret: Main, AH: Main 6 269.8 64.00 ft2 12. Cooling systems kBtu/hr Efficiency 14.00 ft2 a. Central Unit 28.6 SEER:16.00 ft2 3.335 ft. 0.233 8. Floor Types Insulation Area a. Slab -On -Grade Edge Insulation R=0.0 1349.00 ft2 b. N/A R= f12 c. N/A R= f12 13. Heating systems a. Electric Heat Pump 14. Hot water systems a. Electric b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed01 based on installed Code coai ures. Builder Signature: Date: Address of New Home: aA Qld/f City/FL Zip: C?R fA5_ FZ 3Z723 kBtu/hr Efficiency 27.8 HSPF:9.00 Cap: 50 gallons EF: 0.9 Pstat y0FgHE Sr,, 0 wJ3 e IS X"QN-00 WEI!V 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. 4/2/2018 8:17 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 133 Milan B RHG - N Builder Name: Park Square Homes Street: 3719 Saltmarsh Loop Permit Office: City of Sanford City, State, Zip: Sanford , FL , Permit Number: Owner: Jurisdiction: 691500 Design Location: FL, Orlando COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit the insulation and an gaps in the air barrier shall be sealed. Y 9 P shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned 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 cavities shall be filled by insulation that on Narrow cavities installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spa s. 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 Pxtpnfi behind piping 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 so *nkler cover clates and walls or ceoluncis. a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 4/2/2018 8:18 AM EnergyGauge® USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 Pt Summary Job: Milan B RHG roecd- wrightsoft• ry Date: 02/27/2018 Entire House By: LF/RI/MC/LF One Stop Cooling and Heating 7225 Sardscove Court, W irler Park, FL 32792 Phore: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOreStopCoolirg.com License CAC032444 Project Information For: Park Square Homes Notes: Design Information Weather: Orlando Intl AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 92 F Inside db 68 cF Inside db 74 OF Design TD 26 cF Design TD 18 F Daily range M Relative humidity 50 Moisture difference 49 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 16208 Btuh Structure 13981 Btuh Ducts 1598 Btuh Ducts 3312 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh none) none) Humidification 0 Btuh Blower 0 Btuh Piping load 17806 Btuh Use manufacturer's data n Rate/swin multiplierEquipment load 0.97 16844 BtuhInfiltrationsensible Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 2389 Btuh Ducts 681 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling none) ft2Area ( ) 0 3 50 Equipment latent load 3070 Btuh Volume (ft3) 12557 12557 Air changes/hour 0.45 0.23 Equipment Total Load (Sen+Lat) Req. 0.75 SHR 19914 1.9 Btuh tonEquiv. AVF (cfm) 94 48 total capacity at Heating Equipment Summary Cooling Equipment Summary Make Trane Make Trane Trade TRANE Trade TRANE Model 4TWR6030H1 Cond 4TWR60301-11 AHRI ref 7562380 Coil TEM6A0B30H21++TDR AHRI ref 7562380 Efficiency 9 HSPF Efficiency 13.0 EER, 16 SEER Heating Input Sensible cooling 21450 Btuh Heating output 27800 Btuh @ 47°F Latent cooling 7150 Btuh Temperature rise 0 F Total cooling 28600 Btuh Actual airflow 0 cfm Actual airflow 953 cfm Air flow factor 0 cf nBtuh Air flow factor 0.055 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 = 30 `F Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrlghtsoft- 2018-Apr-020737:19 A- - •—^^ Right-Sute®Uriversal 201818 011 RSU23249 Page 1 imalor\Deslaop\ TEMP Lot 133 Milan8 RHG - N rup Calc- MJ8 Frort Door laces: N F wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardscove Court, Winter Park FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web. wwwOnsStopCooling.com Lioerse CAC032444 Job: Milan B RHG Date: 02/27/2018 By: LF/RI/MC/LF 1 Room name Enfire House NEED 2 Exposed wall 143.0 ft 365 f1 3 Room height 93 ft d 93 ft heat/cool 4 Room dimensons • 16.0 x 13.0 ft 5 Room area 1350.3 fF 208.0 fR Ty Construdion number U-value 131uhMZ49 Or HTM Blu Area OF) or perimeter (A) Load Btuh) Area (fP) or perimeter (A) Load BWh) Heat I Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 13A-4ocs 0.143 n 3.73 2.90 102 72 270 209 0 0 0 0 465-2fm 0540 n 14.09 13.67 6 0 85 82 0 0 0 0 11 DO 03W n 10.18 1227 24 24 244 294 0 0 0 0 yI 13A-40(s 0.143 a 3.73 2.90 535 486 1813 1407 70 70 260 202 11 I--G 4A5-2om 0550 a 1435 2736 45 0 646 1231 0 0 0 0 L—G 4135.2hn 0540 a 14.09 29.62 4 0 56 118 0 0 0 0 yyll 13A-4ocs 0.143 s 3.73 2.90 279 185 690 536 149 119 443 344 4A5-2om 0550 s 1435 1350 30 28 431 405 30 28 431 405G I 4A5-2omd 0580 s 15.14 15.90 64 64 969 1018 0 0 0 0 13A-4ocs 0.143 w 3.73 2.90 414 380 1418 1100 121 121 451 350 4A5-2om 4135.2fm 0550 0540 w w 1435 1409 2736 2938 30 4 0 0 431 56 821 118 0 0 0 0 0 0 0 0 1-0 12C-09N 0.091 2.38 151 298 276 656 416 0 0 0 0 11 DO 0390 n 10.18 1227 21 21 217 262 0 0 0 0 C 1613-30ad 0.032 0.84 1.76 1350 1350 1128 2374 208 208 174 366 F 22A-tpm 1.180 30.60 0.00 1350 143 4404 0 208 37 1124 0 6 c) AED excursion 0 86 Emoelope loss/gain 13514 10391 2883 1581 12 a) Infiltration 2694 971 688 248 b) Room venhlafion 0 0 01 0 13 Intemalgains: Oocupants@ 230 4 920 2 460 Applianoeskither 1700 0 Subtotal (lines 6 to 13) 16208 13981 3571 2288 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 16208 13981 3571 2288 15 Dud 1 10% 24% 1598 3312 10% 24%1 3521 542 Total room load I 17806 17294 3923 2831 Air required (dm) 1 0 953 0 156 Calculations approved byACCA to meet all requirements of Manual J ft Ed. wrlghtsoTtt' 2018-Apr-0207:37:19 Righ-Sulte®Universal 201818011 RSLI23249 Paget imatoADesldop\TEMP\Lot 133 Milan 8 RHG - N rcp Calc - IA B Frort Door faces: N f h wrightsoft• Right-JO Worksheet Entire House One Stop Cooling and Heating 7225 Sandscove Court, Winter Park FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOneStopCoolirg com License: CAC032444 Job: Milan B RHG Date: 02/27/2018 By: LF/RI/MC/LF 1 Room name MTOI METH 2 Exposed wall 6.0 A 0 A 3 Room height 93 It heat/000l 93 fl heat/000l 4 5 Room dimensions Room area 7.0 x 6.0 It 42.0 fg 5.0 x 6.0 A 30.0 fF Ty Construction U-value Or HTM Area (11) Load Area 012) Load number BtuWcq Btuh" or perimeter (11) Bluh) or perimeter (11) Btuh) Heat Cool Gross N/P/S Heat Cool Grass N/P/S Heat Cool 6 Vj/ G 13A-4ocs 4B5.2(m 11 DO 0.143 0S40 0390 n n n 3.73 14.09 10.18 2.90 13.67 1227 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0D 11 yV 13A-flocs 4A5.2om 0.143 0550 a a 3.73 1435 2.90 2736 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0G I— G IJG13A- 4ocs 4B5-2(m 4A5-tom 0S40 0.143 0550 a s s 14.09 3.73 1435 29.62 2.90 1350 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5-2omd 0.580 0.143 s w 15.14 3.73 15.90 2.90 0 56 0 52 0 193 0 150 0 0 0 0 0 0 0 0 T:::213A- 4ocs 4A5-2om 4B5.2fm 12C-0sw 0550 05Q 0.091 w w 1435 14.09 23B 2736 2938 1.51 0 4 0 0 0 0 0 56 0 0 118 0 0 0 0 0 0 0 0 0 0 0 0 0 CCGG Fj t—D 11 DO 16B-30ad 0390 0.032 n 10.18 0.84 1227 1.76 0 42 0 42 0 35 0 74 0 30 0 30 0 25 0 53C F 22A-tpm 1.180 30.80 0.00 42 6 185 0 30 0 0 0 6 c) AED excursion 1 42 1 1 -2 Envelope loss/gain 470 384 25 51 12 a) Infiltration 113 41 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 0 0 0 0 Appliancesbther 0 0 Subtotal (lines 6 to 13) 583 424 25 51 Less extemal load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 583 424 25 51 Dud loads 1 10% 24% 57 101 10% 24% 2 12 f Total room load 640 525 28 63 Air required (dm) 0 29 1 0 3 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. wrlgtiteoTt- 201 8-Apr-02 07:37:19 Rigft-Sute®Uriversal201818011 RSLI23249 Page Imator%Desldop\TEMP\ Lot 133 Milan B RHG • N.np Calc = M 18 Front Door laces N wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardscove Court, Winter Park FL 32792 Phone: (407) 629 - 6920 Fax, (407) 629 - 9307 Web: wwNOneSlopCoolirg com License: CAC032444 Job: Milan B RHG Date: 02/27/2018 By- LF/RI/MC/LF 1 Room name MWIC BED2 2 Exloosed well 0 ft 125 ft 3 Room height 9.3 ft heatbool 93 ft heat/000l 4 Room dimensions 1.0 x 565 ft 1.0 x 126.5 ft 5 Room area 565 fF 126.5 fF Ty Construction number U-value BtuhM -'n Or HTM Btuw Area OF) or perimeter (ft) Load Btuh) Area OF) or perimeter (A) Load Bluh) Heat Cool Gross N/P/S Heat Cool Gross N/PiS Heat Cool 6 13A-4ocs 0.143 n 3.73 2.90 0 0 0 0 0 0 0 0 4135.2trn OS40 n 14.09 13.67 0 0 0 0 0 0 0 0 11 DO 0390 n 10.18 1227 0 0 0 0 0 0 0 0 13A-4ocs 0.143 a 3.73 2.90 0 0 0 0 0 0 0 0 11 4A5-2om 0550 a 1425 2736 0 0 0 0 0 0 0 0 485-2fm 0540 a 14.09 29.62 0 0 0 0 0 0 0 0 V9 13A-4ocs 0.143 s 3.73 2.90 0 0 0 0 0 0 0 0 G 4A5.2om 0550 s 1435 13.50 0 0 0 0 0 0 0 0 L—C 4A5-2omd 05W s 15.14 15.90 0 0 0 0 0 0 0 0 13A-4ocs 0.143 w 3.73 290 0 0 0 0 116 101 378 293 4A5-2om 4B5-2fm 0550 0540 w w 1435 14.09 2736 2938 0 0 0 0 0 0 0 0 15 0 0 0 215 0 410 0 PII 12C-Osw 0.091 238 151 0 0 0 0 0 0 0 0 1J 11 DO 0390 n 10.18 1227 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.84 1.76 57 57 47 99 127 127 106 222 F 22A-tpm 1.180 30.80 0.00 57 0 0 0 127 13 385 0 6 c) AED excursion 4 132 Ernelope losstgain 47 96 1084 105E 12 a) Infiltration 0 0 235 85 b) Room venblabon 0 0 0 0 13 Internal gains: Occupants@ 230 0 0 1 230 Appliancestother 0 0 Subtotal (lines 6 to 13) 47 96 1319 1373 Less external load 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 4 8 15 30 14 Subtotal 51 104 1334 1403 15 Dud loads 1 10% 24% 5 25 10%l 241/6 132 1 332 Total room load 56 129 1466 1735 Air required (dm) 0 7 0 96 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. r&- 2018-Apr-020737:19 Reek Right-Sule®Uriversel 2018 18 0 11 RSU23249 Page 3 imatoADesldop\TEMP\Lot 133 Milan B RHG - N.rnp Calc - W8 Front Door faces: N f F wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardscove Cout. Winter Park. FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.0naStopCoolirg.com License: CAC032444 Job: Milan B RHG Date: 02/27/2018 By: LF/RI/MC/LF 1 Room name BED3 2 Exposed well 0 If 13.0 ft 3 Room height 93 ft heat/ccol 93 ft heat/000l 4 5 Room dimensions Room area 35 x 5.0 It 175 fF 1.0 x 129.3 ft 129.3 112 Ty Construction number U-value Btu 4) Or HTM BtuW Area OF) or perimeter (A) Load Bhrh) Area (f 2) or perimeter (A) Load Bwh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 13A-4ocs 4B5.2fm 11 DO 0.143 0540 0390 n n n 373 14.09 10.18 2.90 13.67 1227 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 v I---G 13A-4ocs 4A5-2om 0.143 0550a a 3. 73 1435 2. 90 2736 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I— G Vjl I— G 4B5- 2hn 13A- 4ocs 4A5- tom 0540 0. 143 0550 a s s 14. 09 3. 73 1435 29. 62 2. 90 1350 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L— G 4A5-2omd 13A- 4ocs 0580 0. 143 s w 15. 14 3. 73 15. 90 2. 90 0 0 0 0 0 0 0 0 0 121 0 106 0 395 0 307 4A5. 2om 4B5- 2tm 12C- Osw 0550 0540 0. 091 w w 1435 1409 238 2736 29M 151 0 0 0 0 0 0 0 0 0 0 0 0 15 0 102 0 0 102 215 0 243 410 0 154 D 11 DO 16B- 30ad 0390 0. 032 n 10.18 084 1227 1. 76 0 18 0 18 0 15 0 31 0 129 0 129 0 108 0 227 CF 22A-Ipm 1.180 30.80 0.00 18 0 0 0 129 13 400 0 6 c) AED excursion 1 125 Envelope losstgain 15 30 1362 1224 12 a) Infiltration 0 0 245 88 b) Room ventilation 0 0 0 0 13 IntemalgainLs: Oocupanis@ 230 0 0 1 230 Appliances/ other 0 0 Subtotal ( lines 6 to 13) 15 30 1607 1542 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redisbibution 15 30 11 22 14 Subtotal 0 0 1618 1564 15 Dud loads 10% 24 % 0 0 101/6 24 % 160 371 Total room load 0 0 1777 1935 Air required (cfm) 0 0 0 107 Calculations approved byACCAtO meet all requirements of Manual J 8th Ed. f} t w IghtsoTt^ 2018-Apr-020737:19 Righ- Scite®Uriversal201818.011 RSU23249 Page imator\ Desldop\TEMP\Lot 133 Milan B RHG - N.r p Calc = MJ8 Frort Door faces: N wrightsoft• Right-M Worksheet Entire House One Stop Cooling and Heating 7225 Sardscove Court, W irter Park FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web wwwOreSlopCooling cem Licerse: CAC032444 Job: Milan B RHG Date: 02/27/2018 By. LF/RI/MC/LF 1 Room name BTH2 FOYA(rr 2 FVosed wall 0 111 265 It 3 Room height 93 It heatbool 93 It heall000l 4 Room dimensions 55 x 105 It 1.0 x 218.3 It 5 Room area 57,8 112 218.3 IF Ty Construction number U-value BtuhAF-'n Or HTM Btuh" Area (fF) or perimeter (II) Load BWh) Area OF) or perimeter (A) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 VL2 13A-4ocs 0.143 n 3.73 220 0 0 0 0 60 36 136 106 4135-2fm 0540 n 14.09 13.67 0 0 0 0 0 0 0 0 11 DO 0390 n 10.18 1227 0 0 0 0 24 24 244 294 13A-4ocs 0.143 a 3.73 2.90 0 0 0 0 186 182 679 527 11 4A5-2om 0550 a 1435 27.36 0 0 0 0 0 0 0 0 4135-2trn 0540 a 14.09 29.62 0 0 0 0 4 0 56 118 V 1 13A-4ocs 0.143 s 3.73 2.90 0 0 0 0 0 0 0 0 C 4A5-2om 0550 s 14.35 1350 0 0 0 0 0 0 0 0 Imo; 4A5-2omd 0580 s 15.14 15.90 0 0 0 0 0 0 0 0 V613A-4ocs 0.143 w 3.73 2.90 0 0 0 0 0 0 0 0 4A5-2om 4B5-2frn 0550 0540 w w 14.35 14.09 27.36 2938 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PI - r----U 12C-Qsv 11 DO 0.091 0390 n 238 10.18 151 1227 51 0 51 0 121 0 77 0 47 0 47 0 110 0 70 0 C 1613-30ad 0.032 0.84 1.76 58 58 48 102 218 218 182 3B4 F 22A-Ipm 1.180 3020 0.00 58 0 0 0 218 27 816 0 6 c) AED excursion 6 78 Emelope loss/gain 170 172 2225 1422 12 a) Infiltration 0 0 499 180 b) Room ventlatlon 0 0 0 0 13 Internal gains: Occupants@ 230 0 0 0 0 Applianoesrother 0 1200 Subtotal (lines6 to 13) 170 172 2724 2802 Less external load 0 0 0 0 Lesstransfer 0 0 0 0 Redistnbution 5 10 0 0 14 Subtotal 175 182 2724 2802 15 Duct loads 1 109/0 24%1 17 43 109/0 24 % 2691 664 Total room load 192 225 1 2993 1 3465 Air required (dm) 0 12 0 191 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. rw 2018-Apr-020737:19 Righl-Sute9Uriversa1201818.0.11 RSU23249 Page imaloADesldop\TEMP\Lot 133 Milan B RHG - N rp Calc - IAM Frort Door faces: N f- wrightsoft' Right-JO Worksheet Entire House One Stop Cooling and Heating 7225 Sardscove Court, W irter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOreStopCoolircl.com License: CAC032444 Job: Milan B RHG Date: 02127/2018 By- LF/RI/MC/ LF 1 Room name LDRY DIN 2 Exposed wall 8. 0 It 85 f1 3 Room height 93 It heaUccol 93 It heat/cool 4 Room dimensions 1. 0 x 43.8 It 155 x 85 It 5 Room area 43. 8 fR 131.8 fR Ty Construction U-value Or HTM Area (IF) Load Area (ft2) Load number BNhAP-fl BtuW or perimeter (A) Btuh) or perimeter (A) BWh) Heat Cool Gross N/ P/5 Heat Cool Gross N/P/S Heat Cool 6 G 13A-4ocs 485- 21m 11 DO 0.143 0540 0390 n n n 3. 73 14. 09 10.18 2.90 13.67 1227 42 6 0 36 0 0 134 85 0 104 82 0 0 0 0 0 0 0 0 0 0 0 0 0 D 11 yyll I--G 13A- 4ocs 4A5-2om 0.143 0550 a a 3. 73 1435 2. 90 2736 33 0 33 0 121 0 94 0 79 15 64 0 239 215 185 410 VV II i-- G 4135-21' rn 13A- 4ocs 4A5.2om 0540 0. 143 0550 a s s 14. 09 3. 73 1435 29. 62 2. 90 1350 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Lam, 4A5- 2omd 13A- 4ocs 0580 0. 143 s w 15.14 3. 73 15.90 2.90 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5- 2om 4135. 2( m 12C- 0sw 0550 0540 0.091 w w 1435 W. 09 238 2736 2938 151 0 0 98 0 0 76 0 0 181 0 0 115 0 0 0 0 0 0 0 0 0 0 0 0 V-- GGG PI L - 11DO 1613-30ad 0390 0. 032 n 10. 18 084 1227 1.76 21 44 21 44 217 37 262 77 0 132 0 132 0 110 0 232 D C F 22A. Ipm 1. 180 30.80 0.00 44 8 246 0 132 9 262 0 6 c) AED excursion 47 38 Emelope loss/gain 1021 687 826 866 12 a) Infiltration 151 54 160 58 b) Room ventilation 0 0 0 0 13 Internal gains: Oaupants@ 230 0 0 0 0 Appliances/other 500 0 Subtotal (lines 6 to 13) 1172 1241 986 923 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 11 22 14 Subtotal 1172 1241 997 945 Dud loads 1 10% 24% 116 294 109/ 1 24 % 98 224 f Total room load I 1 1287 1535 1 1095 1169 Air required (dm) 0 85 0 64 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrtghteol't- 2018-Apr- 020737:19 Righl-SuteOUriversal2018 180.11 RS1123249 Page 6 imalor\Desldop\TEMP\Lot 133 Milan B RHG - N rnp Calc = NU8 Frort Door faces: N wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardscove Court, Winter Park FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOreStopCoolirg com Lioerse, CAC032444 Job: Milan B RHG Date: 02/27/2018 By: LF/RI/MC/LF 1 Room name GATH 2 EVosed well 32.0 A 0 A 3 Room height 93 it heaV000l 93 1t heal/cool 4 Room dimensions 14.0 x 18.0 11 1.0 x 37.0 ft 5 Room area 252.0 112 37.0 fF Ty Construction number U-value BtuhRl-'q Or HTM Btu Area (ft2) or perimeter (A) Load BWh) Area OF) or perimeter (11) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 VL2 13A-4ocs 0.143 n 3.73 2.90 0 0 0 0 0 0 0 0 4B5.2fm O.540 n 14.09 13.67 0 0 0 0 0 0 0 0 11 DO 0390 n 10.18 1227 0 0 0 0 0 0 0 0 11 13A-4ocs 4A5-2om 0.143 0550 a a 3.73 1435 2.90 2736 167 30 137 0 513 431 398 821 0 0 0 0 0 0 0 0 Vjl 4B5-2hn 13A-4ocs 0540 0.143 a s 1409 3.73 29.62 2.90 0 130 0 66 0 247 0 192 0 0 0 0 0 0 0 0 C 4A5.2om O550 s 1435 1350 0 0 0 0 0 0 0 0 4A5-2omd O.580 s 15.14 15.90 64 64 969 1018 0 0 0 0 13A-4ocs 0.143 w 3.73 2.90 0 0 0 0 0 0 0 0 4A5-2om 4B5.2fm 12C-0sN 0550 O.540 0.091 w w 1435 14.09 238 2736 29.38 151 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0R D 1100 0390 n 10.18 1227 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.84 1.76 252 252 210 443 37 37 31 65 F 22A-Ipm 1.180 30.80 OAO 252 32 986 0 37 0 0 0 6 c) AED excursion 112 2 Envelope loss/gain 3355 2759 31 63 12 a) Infiltration 603 217 0 0 b) Room ventilation 1 0 0 0 0 13 Internal gains: CmlpantsCla 230 0 0 0 0 Applianoes/other 0 0 Subtotal(lines 6to13) 3958 2977 31 63 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 31 63 14 Subtotal 3958 2977 0 0 15 Dud loads 1 100/0 24%1 390 705 109/6 24 % 0 0 Total room load I I 43481 3682 0 0 Air required (dm) 0 203 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. w IgF+taoTt- 2018-Apr-02073719 R1gtt-Suite®Uriversal 201818.0.11 RSLI23249 Page 7 imalor\Destaop\TEMP\Lot 133 MilanB RHG - N rup Calc-" Front Door laces: N 9 Static Pressure and Friction Rate Job: Milan B RHG wri htsoft Date: 02/27/2018 Entire House By: LF/RI/MC/LF One Stop Cooling and Heating 7225 Sardsoove Cool. Winter Park FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOneSlopCoolirg.com License: CAC032444 Project Information For: Park Square Homes Available Static Pressure Heating Cooling in H2O) in H2O) External static pressure 0.50 0.50 Pressure losses coil 0 0 Heat exchanger 0 0 Supply diffusers 0.03 0.03 Return grilles 0.03 0.03 Filter 0.10 0.10 Humidifier 0 0 Balancing damper 0 0 Other device 0 0 Available static pressure 0.34 0.34 Total• Supply Return it) it) Measured length of run -out 11 0 Measured length of trunk 15 0 Equivalent length of fittings 105 0 Total length 131 0 Total effective length 131 Supply Ducts Return Ducts Friction Rate Heating in/100ft) 0.260 > 0.18 0.260 > 0.18 Fitting Equivalent LengthDetails Supply 4X--35,11 A=20,11 Gam, 1 A-_35, 11 G=5,11 G=5: Total EL=105 Return TotalEL-0 Cooling in/100ft) 0.260 > 0.18 0.260 > 0.18 C wrightSoft- 2018-Apr-0207:3720 Right-Sute®Universal 201818.0.11RSU23249 Page imator\Deslaop\TEMPU-ot 133 Milan B RHG - N np Calc = NU8 Front Door laces: N Duct System Summary Job: Milan B RHG wrightsoft' y Date: 02/27/2018 Entire House By: LF/RI/MC/LF One Stop Cooling and Heating 7225 Sardscove Coin, W irter Park FL 32792 Phore: (407) 629 - 6920 Fax: (407) 629 - 9307 Web wwwOnaStopCoolirgmm Licarse: CAC032444 For: Park Square Homes 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 0.260 in/100ft 0 cfm 131 Supply Branch Detail Table Cooling 0.50 in H2O 0.16 in H2O 0.34 in H2O 0.170 / 0.170 in H2O 0.260 in/100ft 953 cfm Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Matt Actual Ln (ft) Ftg.Egv Ln (ft) Trunk BED2 c 1735 0 96 0.284 6.0 Ox 0 VIFx 14.6 105.0 SO BED3 c 1935 0 107 0.260 6.0 Ox 0 VIFx 25.6 105.0 st2 BTH2 c 225 0 12 0.264 4.0 Ox 0 VIFx 24.0 105.0 st2 DIN c 1169 0 64 0.269 5.0 Ox 0 VIFx 21.6 105.0 SO FOYRQT c 3465 0 191 0.274 7.0 Ox0 VIFx 23.9 100.0 st2 GAn+A c 3682 0 203 0.272 8.0 Ox 0 VIFx 19.8 105.0 sti LDRY c 1535 0 85 0.260 6.0 Ox 0 VIFx 25.7 105.0 st2 MBED c 2831 0 156 0.275 7.0 Ox 0 VIFx 18.6 105.0 st1 MBni c 63 0 3 0.285 4.0 Ox0 VIFx 14.5 105.0 st1 MTOI c 525 0 29 0.271 4.0 Ox 0 VIFx 20.5 105.0 st1 MWIC c 129 0 7 0.284 4.0 Ox 0 VIFx 14.7 105.0 st1 Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk st2 PeakAVF 0 395 0.260 893 9.0 0 x 0 VinlFlx SO PeakAVF 0 558 0.269 711 12.0 0 x 0 VinlFlx wrightsoft' 2018-Apr-02073720 W. •.-«. Rfgtt-Stite®Uriversal201818.011RSLI23249 Page imator\Desldop\TEMP\Lot 133 MilanB RHG - N.np Calc- KM Frort Door faces: N 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 Mal Trunk rbi Ox 0 0 953 0 0 0 0 Ox 0 VIFx wrightsoft- 2018-Apr-02 07:3720 Zt—,Rigtt-Sute®Uriversal201818.011 RSU23249 Page 2 imatoADesldop\TEMP\Lot 133 Milan B RHG - N rip Calc = MJ8 Frorl Door faces N Level 1 MBED 8x4 10x8 3 dm 157 dm 14x14 — 8x4 12" 29 dm 14 x 14 8x4 7 dm 4 " MTOI 4" GATH 4" BT LR61 N0 EF1 VTR 10x10 203 dm 6" MWIC 6" 10x6 95 dm 5„ 612„10x10 BED2 10x6 65 dm DIN 81x12953dm 9" 2 x18 RA 10x10 10x8 8x 191 dm 4" 12 IFOY/KIT 1 BTH2 10x6 6" 106 din VTR EF1 BEDS DV VTR" GARAGE LDRY Job#: Lot 133 Milan B RHG - N One Stop Cooling and Heating Scale. 1 ' 97 Performed by LF/RI/LF for: Page 1 Park Square Homes 7225 Sandsoove Court Right-Suiteg Universal 2017 Winter Park, FL32792 17.023 RSU 16202 2017-Aug-1s 1Sanford, FL Phone: 407) 629 - 6920 Fax: 40 629 - 9307 ...Temp\Lot 133 Milann B R HG - N.rup www OneStopCooling.00m It R rm n 0 0 C) kv S1OU t- r0 SevJe,e- (,.. 1 t349 L;S et P•w.b iv.q SNYv ctS, S nC. DESCRIPTION AS FURNISHED: Lot 133 , WYNDHAM PRESERVE, as recorded in Plat Book 81, Pages 93 through 102 of the Public Records of Seminole County, Florida. 1 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 151 LOT 132 W 0 O O O ti a 5.00' D=00045'50" R=150.00' L=2.00' —_ C=2.00' SETBACKS AS FURNISHED CB=N 89D1 /' 00 E FRONT = 25'(•) REAR 20' SIDE - 5' (40' LOT) 7.5' (60' LOT) 10' (75' LOT) SIDE STREET = 25' (60' do 75' LOT) 15' (40' LOT) 25' FRONT SETBACK CAN BE REDUCED TO 20' ON CERTAIN LOTS. NO MORE THAN 2) IN SUCCESSION AT 20' AND A MINIMUM OF (2) IN SUCCESSION AT 25' PROPOSED - FINSHED SPOT GRADE ELEVATIONS PER DR NAGE PLANS LOT 150 S 89040'51 " W 38.00' LOT 149 IF la - t$ 51 ZONIN Qugj DATE _ Ok to construct single family home with setbacks and impervious area shown on plan. 53.801- 5.00' 13Lkcq Yh:1 are - t , Cz(Z f a SAL TMARSH LOOP 50' PRIVATE R/W) AI V\— - PROPOSED DRAINAGE FLOW LOT GRADING TYPE A PROPOSED F.F. PER PLANS = 30.3' LOT 134 PLOT PLAN ONLY PLOT PLAN AREA CALCULATIONS NOT A SURVEY FLATWORK ON/OFF LOT = TOTAL f SQUARE FEET DRIVE 400/ 1 10- 510 f SQUARE FEET WALKS 40/ 200= 240 f SQUARE FEET SOD 2,0341130 - 2,164 t SQUARE FEET NOTE.' FRONT SIDEWALK AND STREET LOCATION TAKEN FROM 4,400 f SQUARE FEET FLATWORK FOUNDATION/PAD 1,740 t SQUARE FEET REAR PATIO 103 t SQUARE FEET FRONT PORCH DECK 72 f SQUARE FEET POOL DECK N/A f SQUARE FEET LANS PROVIDED BY CLIENT • NOT FIELD VERIFIED CRUSEYVME'YER—SCOTT ASSOC., INC. — LAND SURVEYORS LEGEND - LEGEND - 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436PLATPal. POINT ON LINE NOTES: IP. FIELDIRON PIP[ IRON ROD TY. PRLPLL TYPICALPOINTOF REVEIIS[ CURVATUR[ POINT OrC0IPOUND CURVATURE 1• THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY' MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD Of C CONCRETE MONUMENT MAD, RADIAL PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER BJ-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027, iLORIDA STATUES SESET IR. IV2' IR /BIB 4798 N.R. NON -RADIAL 2. UNLESS EMBOSSED WITH SURVEWR'S SIGNATURE AND ORIGINAL RAISED SEAL OILS SURVEY MAP OR COPIES ME NOT VALID. REC. RECOVERED W.P. WITNESS POINT J. THIS SURVEY WAS PREPARED FROM TOLE INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS P,at. POINT OF BEGINNING CALL. CALCULATED OR EASEMENTS THAT AFFECT THIS PROPERTY. DC. POINT OF COMMENCEMENT I<H. PERMANENT REFERENCE MONUMENT 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. NLD NAILEL DISK L= BUILDING SETBACK DFLOORLIKE ION A THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTRY. RVV RIGHT-OF-VAY BM IEN00ARK DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES. ESHT. EASEMENT IJL BASE BEARING 7. BFARRNCS. ARE BASED ASSUMED DATUM AND ON THE LINE SHOWN AS BASE BEARING (BB.) DRAIN. DRAINAGE E. ELEVATIONS, IF SHOWN. ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1020. UNLESS OTHERWISE NOTED. UTIL CLFC. UTILITY CHAINLINKFENC[ 9. CERMGTE OF AUTHORIZATION Ne. 4390. VOFC WOOD FENCE CVB CONCRETE BLOCK SCALE H- 1- . 20 _1 DRAWN BY: ••• P. C. P.T. POINT OF CURVATURE POINT OF TANGENCY CERTIFIED BY: MATE ORDER No. DESC RDESERIPTION RADIUS PLOT PLAN 03-27-2018 184J-18 L AMC LENGTH D CCILDELTA CHORD CHORDBEARING NORTH THIS BUILDING\PROPERTY DOES NOT LIE WITHIN — --i µ—`•r THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER 'FIRM' M .SCOT , R, IT 4 1 4714 ZONE X. MAP / 12117CW90 F (09-28-07) W. SCO R.LS B 4801 f RECORD COPY Filename: PARK SQUARE MILAN 1,349SF.rrr Lighting and Small Appliance/Laundry Circuits Floor Area SmAppNo LaundNo Line Neutral 1349 2 1 Lighting Summary Standard 4,941 4,941 Optional 8,547 4,941 Ranges & Ovens Range No. No? Nameplate Line Neutral 1 1 8000 2 0 0 0 0 gUILD,yG' Range/Oven Summary Standard 6,400 4,480 Optional 8,000 4,480 SANFORD Dryers Dryer No. No? Nameplate Line Neutral 1 1 5000 0 3 # 1857DryerSummaryStandard5,000 3,500 Optional 5,000 3,500 Heating and Cooling: Actual Number = 1 Name M? Ph No Amps Volts VA HP Line Neutral 1 M 1 1 14.0 240 3,360 01M112.0 240 480 01M115.0 240 1,200 0i1111424013,360 0Heat/Cool Summary Standard 8,400 0 Optional 8,400 0 Fixed Appliances: Actual Number = 6 Name----- M? Ph No Amps Volts VA HP Line Neutral DISP 1 1 120 600 600 600DISH1112012001,200 1,200MICRO1112012001,200 1,200WH1118.5 240 4,440 0OPTPOOL11102402,400 0OPTPOOLHEAT11312407,440 0FixedApplianceSummaryStandard12,960 2,250 Other Appliances: Actual Number = 0 Optional 17,280 2,250 Name M? Ph No Amps Volts • VA HP Line Neutral Other Appliance Summary Standard 0 0 Optional 0 0 25% of Max Motor: Line is Std Only; Neutral for Both Maximum Phase Amps Volts 5 1 14 240 Heat/Cool Phase Amps Volts 1 14 240 Fixed Appl. Phase Amps Volts 0 Other Appl. Phase Amps Volts 0 Max Motor Summary Standard Only 840 0 SUMMARY Standard Line Neutral Total Total 38,541 15,171 Maximum Amperage = 161 63 Service Voltage = 240 Service Phase = 1 Optional Line Neutral Total Total 29,931 15,171 Maximum Amperage— 125 63 Service Voltage = 240 Service Phase = 1 RFCORD 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: P1349B -Park Sq Hm/Milan-1349-B MiTek USA, Inc. Site Information: 6904 Parke East Blvd. a a, FL 33610-4115 Customer Info: PARK SQUARE HMS. Project Name: P1349B Model: MILAN 134 Lot/Block: 133 Subdivision: WYNDHAM PRESERVE 40' Address: 3719 SALTMARSH LOOP 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 29 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# ITruss Name Date INo. Seal# ITruss Name Date 1 T13610426 JA1 3/27/18 112 1 T13610437 1131 3/27/18 2 T13610427 JA2 3/27/18 113 1 T13610438 JB2 3/27/18 3 IT13610428 IA3 3/27/18 114 1 T13610439 1133 3/27/18 4 IT13610429 IA4 3/27/18 115 IT13610440 C1 3/27/18 5 IT13610430 JA5 3/27/18 116 1 T13610441 C2 3/27/18 6 IT13610431 JA6 3/27/18 117 1 T13610442 JC3 3/27/18 7 IT13610432 I A7 3/27/18 J 18 1 T13610443 IC4 3/27/18 8 IT13610433 A8 3/27/18 119 1 T13610444 JC5 3/27/18 9 IT13610434 JA9 3/27/18 120 1 T13610445 1CJ 3/27/18 10 IT13610435 IA10 3/27/18 121 IT13610446 CJ1 3/27/18 I11 IT13610436 JA11 13/27/18 122 1T13610447 1 CJ3 3/27/18 1 8- 1 857 This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Mid -Florida Lumber Acquisitions, Inc.. Truss Design Engineer's Name: Albani, Thomas My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. O PS A q 6 f. No 39380 O'. STATE OF :/ S O.. C?% 18NA Ec". Thomas A. Alban) PE No.39380 MITek UfiA, Inc. FL Cert 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: March 27,2018 Albani, Thomas I of 2 RE: P1349B -Park Sq Hm/Milan-1349-B Site Information: Customer Info: PARK SQUARE HMS. Project Name: P1349B Model: MILAN 1349 - B Lot/Block: 133 Subdivision: WYNDHAM PRESERVE 40' Address: 3719 SALTMARSH LOOP City: SANFORD State: FLORIDA INo. ISeal# ITruss Name Date 23 IT13610448 I CJ3C 3/27/18 124 IT13610449 I CJ4 13/27/18 25 IT13610450 CJ5 3/27/18 26 IT13610451 JJ4 13/27/18 27 IT13610452 JR 3/27/18 128 IT13610453 I KJ6 13/27/18 1 129 IT13610454 I KJ7 13/27/18 2 of Job Truss Truss Type City Ply Park Sci HrrVMilan-1349-B T73610426 P1349B Al COMMON 11 1 Job Reference (optional Mid-Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Tue Mar 27 11 27:04 2018 Page 1 ID:S Op RO5ws414AkYA3UNGXPzrBby-OiQklTwado7vBPVtebs6wjsPMu8iTKNODJygjzwGb r1.0-0 7-11-11 15.M 22-0-5 30-M 41P1-0-0 7-11-11 7-0-5 7-0-5 7-11-11 1.0-0 4x4 = 04 = B 00 12 3x4 = 4x6 = 3x4 = 10-2-3 19.9-13 30-0-0 10-2-3 9-7.11 10.2.3 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Ina YES BCDL 10.0 Code FBC2017rTP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1260/0-8-0, 6=1260/0-8-0 Max Horz 2=-153(LC 10) Max Uplift 2=-235(LC 12). 6=-235(LC 12) CSI. DEFL. in (loc) I/de0 Ud TIC 0.75 Vert(LL) 0.35 8-10 999 240 BC 0.76 Vert(CT) 0.50 10-13 721 180 WB 0.34 Horz(CT) 0.06 6 n/a n/a Matnx-MS FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2096/624, 3-4=-1893/637, 4-5=-1893/637, 5-6=-2096/624 BOT CHORD 2-10=441/1877, 8-10=205/1214, 6-8=-455/1821 WEBS 4-8=-217/821, 5-8=467/270, 4-10=217/821, 3-10=467/270 Scale = 1,51 3 4x4 = PLATES GRIP MT20 244/190 Weight: 137 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-1-5 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft, Cat. ll; 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-D-0, Exterior(2) 15-0-0 to 18-0-0 zone;C-C for members and forces 6 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=235,6=235 This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Albani PE No.393S0 MiTek USA, Inc. FL Cert 66U 6904 Pattie East Blvd. Tampa FL 33810 Date: March 27,2018 WARNING . verify design paramoton and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mfl-7473 rev. 101131201 a BEFORE USE. Design valid for use only with MITek® connectors This design Is based only upon parameters shown, and Is for an Individual building component, not • a truss system, Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members onty. Adddlonal temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage For general guidance regarding the fabrication, storage, delivery, erection end bracing of trusses and truss systems, see ANSIrrPl1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Bind. Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Ory Ply Perk Sq Hm/Milan-1349-8 T13610427 P1349B A2 HIP 1 i Job Reference (optional) Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Tue Mar 27 11 ,27:07 2018 Page 1 ID:S OpRO5ws414AkYA3UNGXPzr8by-RH6sfUyUDoAimf84Ym9ajZLRUaxlWCp4BYcH2zWIGY r1-0-0 6.94 13-0-0 17-0-0 23.2-12 30-M 1-0-0, 1-0-0 6.9-4 6.2-12 4 6-2-12 6.9-0 111r Scale = 1:52.1 4x8 = 4x4 = 4 22 23 5 13 12 10 a 3x5 = 1x4 II 3x4 3x8 = 1x4 II 3x5 = 3x4 = 6-9-0 -0-01317.0.0i 23.2-12 N. 4 B-2-12 4. 6-2-12 30AU I 6- 9-4 Plate Offsets (X Y)— f4 0-5-4 0-2-01 LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 050 Vert(LL) -0.10 12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.66 Vert(CT) -0.21 12-13 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.65 Horz(CT) 0.09 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 157 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-13 oc purtins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-10-3 oc bracing. WEBS 2x4 SP No.3 REACTIONS. ( lb/size) 2=1260/0-8-0.7=1260/0-8-0 Max Horz 2=-134(LC 10) Max Uplift 2=-235(LC 12), 7=-235(LC 12) FORCES. ( lb) -Max. Comp /Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2223/709. 3-4=-1610/587, 4-5=-1363/585. 5-6=-1611/587, 6-7=2223/709 BOT CHORD 2-13=-543/1926, 12-13=-543/1926. 10-12=-302/1362, 9-10=552/1925, 7-9=552/1925 WEBS 3-13=0/288, 3-12=652/276, 4-12=101/419, 5-10=-119/420, 6-10=651/276, 6-9=0/287 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4 2psf; BCDL=3.Opsf; h=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 13-0-0, Extertor(2) 13-0-0 to 17- 0-0, Interior(1) 21-2-15 to 31-0-0 zone;C-C for members and forces 6 MWFRS for reactions shown; Lumber DOL=1 60 plate grip DO L=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 rd between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) This item has been 2= 235, 7=235. electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Albani PE No.39380 MiTak USA, Inc. FL Cart 6634 904 Parka East Blvd. Tampa FL 33610 Date: March 27,2018 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev. 10N312015 BEFORE USE. Design valid for use only with MITekt9 connectors This design Is based only upon parameters shown, and Is for an Individual building component, not a trues system Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing A/ 1Y1iTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabricatlon, storage. delivery, erection end bracing of trusses and truss systems, see ANSlrTPl1 Quality Criteria, OSBaa and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suits 312, Alexandria. VA 22314. Tampa, FL 36610 Job Truss Truss Type oty Ply Park Sq HnVMilan-1349-8 T13610428 P13498 A3 HIP 1 1 Job Reference (ootional Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Tue Mar 27 11:27:08 2018 Page 1 ID:S OpRO5ws414AkYA3UNGXPzr8by-vUgFsgz7 51ZOpjG6TgpGmuehzGhfHpzJrHApUzvNGX r1-0-0 5-9.4 11.0.0 15-M 19-M 24-2-12 30-0-0 31-0-0, 1-0-0 I 5.9.4 5.2-12 I 4-" 4-M 5-2-12 5.9.4 1-0-01 Scale = 1:52 1 4x4 = 3x4 = 4x4 = 4 23 5 24 6 14 13 11 10 4x4 3x4 — 1.5x4 II 3x8 = 3x8 = 1.5x4 II 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 TCDL 10.0 Lumber DOL 1.25 BC 0.65 BCLL 0.0 Rep Stress Incr YES WB 0.37 BCDL 10.0 Code FBC2017rTP12014 Matrix -MS DEFL. in (loc) I/de0 Ud PLATES GRIP Vert(LL) -0.14 11-13 >999 240 MT20 244/190 Vert(CT) -0.31 11-13 >999 180 Horz(CT) 0.09 8 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1260/0-8-0, 8=1260/D-8-0 Max Horz 2=115(LC 11) Max Uplift 2=-235(LC 12), 8=235(1_C 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2263/743, 3-4=-1777/635, 4-5=-1530/621, 5-6=-1530/621, 6-7=1777/635, 7-8=2263/743 BOT CHORD 2-14=584/1970, 13-14=-584/1970, 11-13=416/1616, 10-11=-592/1970, 8-10=-592/1970 WEBS 3-13=-519/243, 4-13=-142/509, 5-13=259/105, 5-11=259/105, 6-11 =- 142/509. 7-11=-519/243 Weight, 157 lb FT = 20% Structural wood sheathing directly applied or 3-7-14 oc purlins. Rigid calling directly applied or 7-7-12 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind. ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=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 2-041, Interior(1) 2-0-0 to 11-0-0, Extenor(2) 11-0-0 to 23-2-15, Interior(1) 23-2-15 to 31-0-0 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 nonconcurrent with any other live loads 5) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=235, 8=235. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Alban! PE No.3939.0 MITak USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 27,2018 QWARNING . Vrlry daslgn parametrs and READ NOTES ON TN/S AND INCLUDED W rEN REFERENCE PAGE 111II.7473 rev. 10N312015 BEFORE USE. Design valid for use any with MiTekm connectors This design Is based only upon parameters shown, and Is for an Individual building component, not• a truss system. Before use, the building designer must verity the applicability of design parameters and property Incorporate this design Into the overall building design Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Adddional temporary and permanent bracing M iTe k' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type oty Ply Park Sq HnVMilan- 1 349-B T73610429 P1349B A4 HIP 1 1 Job Reference (optional) Mid-Flonda Lumber, Bartow, FL 4x4 = 4-94 4-2-12 6-M 4x8 = 3x4 = 1 5x4 11 3x4 = 3x8 = 8.130 s Mar 11 2018 MiTek Industries, Inc. Tue Mar 27 11:27:09 2018 4x8 = 3x4 = 4-2-12 4-9.4 Scale = 1 52 1 4x4 = 9-0-0 i15-0-0i 21-M 30-M i1 9-M 6-0-0 6-M 9-M Plate Offsets (X Y)— 14:0.5-4 0-2-01 f6.0-5-4 0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 046 Vert(LL) -0.16 10-19 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.35 10-19 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(CT) 0.09 8 n/a n/a BCDL 10.0 Code FBC2017rTP12014 Matrix -MS Weight 150 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-4-0 oc bracing WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1260/0.8-0, 8=1260/0-8-0 Max Horz 2=96(LC 11) Max Uplift 2=-235(LC 12), 8=-235(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-22481797, 3-4=-1951/683, 4-5=-20211766, 5-6=-2021/766, 6-7=1951/683, 7-8=224K797 BOT CHORD 2-13=-641/1986, 11-13=-445/1696, 10-11=453/1696, 8-10=649/1986 WEBS 3-13=-340/222, 4-13=-55/411, 4-11=-174/503, 5-11=-414/216, 6-11=174/503, 6-10=-55/411, 7-10=340/222 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft, eave=oft; Cat. II; Exp B; Encl., GCpi=O 18, MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(l) 2-0-0 to 9-0-0, Exterior(2) 9-0-0 to 25-4-11, Interior(l) 25-4-11 to 31-0-0 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 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 This item has beenwillfitbetweenthebottomchordandanyothermembers 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jl=lb) electronically signed and 2=235, 8=235. sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A Albani PE No.39390 MiTek USA, Inc. FL Cart 6634 6904 Parka East Blvd. Tampa FL 33610 Date: March 27,2018 Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. IOM312015 BEFORE USE. aaaaaa Design valid for use only with Mrrek® connectom This design Is based only upon parameters shown, and Is for an Individual building component, not • a truss system Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design Bracing Indicated Is to prevent buckling of Individual truss web endlor chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage For general guidance regarding the fabrlcetion, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Crltarta, DSBaa and BCSI Building Component 6904 Parke East Blvd. Safety : on, avellable from Truss Plate Inslltute. 218 N Lee Street, Sidle 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type city Ply Park Sq HnVMilan-1349-8 T13610430 P1349B AS HIP 1 1 Job Reference (optional) Mid-Flonda Lumber, Bartow, FL. is 13U s Mar 11 2u16 MI I ek Inciustnes, Inc. I ue Mar 2/ 11:21.1U Zulu Page 1 ID:S_OpRO5ws4l4AkYA3UNGXPzr8by-rsn?HW?N WjYHd6tfDuiHLBzvinx)74xGm9mGINz1MGV 9-0 7 7-12 I 15-0-0 I 1944 8--2-12 -0r1t- 0-0 3 212 312 44.4 444 3- 0 32-12 -04 11-0-010,i Scale = 1:52.1 4x4 = _ 3x4 = 4x4 = 3x4 = 4x4 — r n 4 22 5 23 24 25 6 26 27 287 29 8 Md A 1d 15 -- - -- -- -- 13 -- -- -- 12 3x4 = 3x8 = 6x6 — 5x5 = 3x8 = 3x4 = LOADING (pso SPACING- 2-0-0 CSI. DEFL. in floc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 066 Vert(LL) 0.09 14-15 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.74 Vert(CT) 0.20 14-15 953 180 BCLL 0.0 Rep Stress Incr NO WB 078 Horz(CT) 0.02 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight 154 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=830/0-8-0. 13=2960/0-8-0, 10=633/0-8-0 Max Horz 2=-77(LC 6) Max Uplift 2=204(LC 8), 13=-902(LC 8), 10=-276(LC 8) Max Grav 2=843(LC 17). 13=2960(LC 1). 10=648(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1409/334, 3-4=-1192/293, 4-5=-1028/277, 5-6=-108/398, 6-7=-287/1163, 7-8=633/301, 8-9=-760/321, 9-10=-984/383 BOT CHORD 2-15=-242/1239, 14-15=-110/542, 13-14=-711/282, 10-12=-297/862 WEBS 3-15=-275/93, 4-15=0/270, 5-15=-137/711, 5-14=-1312/415, 6-14=-221/1155, 6-13=-1670/456, 7-13=-1578/564, 7-12=-286/972, 9-12=-258/128 Structural wood sheathing directly applied or 4-10-1 oc purlins. Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3 Opsf; h=15ft; B=45ft; L=24ft; eave=4f1; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); porch 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 loads. 5) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 2=204. 13=902. 10=276. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 189 lb down and 206 lb up at 7-0-0. 97 lb down and 106 lb up at 9-0-12, 97 lb down and 106 lb up at 11-0-12. 97 lb down and 106 lb up at 13-0-12, 97 lb down and 106 lb up at 15-0-0, 97 lb down and 106 lb up at 16-11-4, 97 lb down and 106 lb up at 18-11-4, and 97 lb down and 106 lb up at 2D-11-4, and 189 lb down and 206 lb up at 23-0-0 on top chord, and 327 lb down and 97 lb up at 7-0-0, 66 lb down at 9-0-12. 66 lb down at 11-0-12, 66 lb down at 13-0-12, 66 lb down at 15-0-0. 66 lb down at 16-114. 66 lb down at 18-11-4, and 66 lb down at 20-11-4, and 327 lb down and 65 lb up at 22-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14=60, 4-8=-60, 8-11=60, 16-19=20 This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Albani PE No.39390 MiTak USA, Inc. FL Cart 6634 6904 Parks East Blvd. Tampa FL 33610 Date: March 27,2018 Q WARNING - Vrl/y design paramafars and READ NOTES ON THIS AND INCLUDED MITEN REFERENCE PAGE MO-7473 rev, 1=3/201e BEFORE USE. Design valid for use only with MfTakV connectors. This design Is based only upon parameters shown, and Is for an individual building component. not a truss system. Before use, the building designer must vent' the applicability of design parameters and property Incorporate this design Into the overall budding design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only Additional temporary and permanent tracing M iTek' Is always required for stabaity and to prevent collapse with possible personal Injury and property damage For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq HmIMilan-1349-8 T13610430 P1349B A5 HIP 1 1 job Reference (optional) Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Tue Mar V 11:27:tU 2UTt1 Page 2 I D-S_OpRO5ws414AkYA3UNGXPzr8by-rsn7HW?N WjYHd6tfDuiHLBzvinxj74xGm9mGtNzWGV LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 4=-142(F) 8=-142(F) 15=-327(F) 6=97(F) 12=-327(F) 22=-97(F) 23=-97(F) 24=97(F) 27=-97(F) 28=-97(F) 29=-97(F) 30=-41(F) 31=41(1`) 32=-41(F) 33=41(F) 34=41(F) 35=41(F) 36=41(F) WARNING - Varlfy d-ipn p.—tere and READ NOTES ON THIS AND INCLUDED IIITEK REFERENCE PAGE 01171.7477 — 1CM312015 BEFORE USE. Design valid for use only with MITskm connectors This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters end property Incorporate this design Into the overall building design Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only Additional temporary and permanent bracing M iTek' Is atways required for stability and to prevent collapse with possible personal Injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 Duality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq HrtUMilan-1349-8 T13610431 P1349B A6 HIP 1 1 Job Reference (optional Mid-Flonda Lumber, Bartow, FL. 8.130 s Mar 11 2018 MITek Industries, Inc. Tue Mar 27 11:27:11 2018 7-5-4 6-10-12 ' 1-4-0 ' 8-10-12 7-5-4 4x4 = 4x4 = Scala = 1.55.8 4 q 13 " 11 10 9 3x5 = tx4 II 3x4 = 3x4 = 1x4 II 3x5 = 3x4 = 7-5-0 i14-0 15.8-0 22-6-12 , 30-M 7-5.4 _ 6-1112 1-4-0 6.10-12 7-5-4 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 00 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1260/0-8-0, 7=1260/D-8-0 Max Horz 2=-147(LC 10) Max Uplift 2=-235(LC 12), 7=-235(LC 12) CSI. DEFL. in loc) l/defl Ud TC 0.63 Vert(LL) 0.10 9-10 999 240 BC 0.72 Vert(CT) 0 23 9-19 999 180 WB 0.91 Horz(CT) 0.09 7 n/a n/a Matrix -MS PLATES GRIP MT20 244/190 Weight: 152 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-3-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-1-10 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown TOP CHORD 2-3=-2190/664, 3-4=-1508/545, 4-5=-1261/533, 5-6=-1508/545, 6-7=2190/664 BOT CHORD 2-13=-497/1890, 11-13=-497/1890, 10-11=-236/1261, 9-10=506/1890, 7-9=-506/1890 WEBS 3-13=0/315, 3-11=748/308, 4-11=-146/412, 5-10=146/412, 6-10=-748/308, 6-9=0/315 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3 Opsf; h=15ft; B=45ft; L=24ft; eave=4ft, Cat. 11; Exp B; Encl , GCpl=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 14-4-0, Exterior(2) 14-4-0 to 15-8-0, Interlor(1) 19-10-15 to 31-0-0 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 nonconcurrent with any other live loads 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tell by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=235, 7=235. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Albani PE No.39390 A11Tok USA, Inc. FL Cart 6834 6904 Puke East Blvd. Tampa FL 33810 Date: March 27,2018 Q WARNING - Vwlfy design parameters and READ NOTES ON THIS AND INCLUDED hIITEK REFERENCE PAGE Ml1.7473 rev. 1010312015 BEFORE USE. Design valid for use only with Mrrek® connectors This design Is based only upon parameters shown, and is for an individual building component, not'• truss system Before use, the building designer must verity the applicabiaty of design parameters and property Incorporate this design Into the overall building design Bracing indicated Is to prevent buckling of Incilviduel truss web and/or chord members only Additional temporary and permanent bracing M iTe k• Is akvays required for slabarty and to prevent collapse with possible personal Injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, D3049 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314 Tamps, FL 36610 Job Truss Truss Type Oty Ply Park Sq HRVMilan-1349-5 T13610432 P1349B A7 HIP 1 1 Job Reference (optional Mid-Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MTek Industries, Inc. Tue Mar 27 11,27,12 2018 Page 1 ID:S OpRO5ws414AkYA3UNGXPzr8by-nFvliCOd2Kp7s002LJllOc2JDbfsbl6ZETFNyGzWGT r1-0-0 8-54 12-0-0 1"a0 23-6-12 30-0-0 1-M 6.5.4 { 5-10-12 14-0 { 5-10-12 6-5-4 1-0-0 Scale = 1 52 1 4xB = 4x4 4 22 23 24 25 5 13 12 10 9 3x5 = 1x4 II 3x4 = 3x4 = 3x8 = 1x4 II 3x5 = 6-5.4 1244-0 17.8-0 ( 23-0-12 1 30-M I 8 54 5-10-12 5 4-0 5-10-12 6-5-4 LOADING (psi) SPACING- 2-0-0 TCLL 200 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1 25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017lrP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1260/0-8-0, 7=1260/0-8-0 Max Horz 2=128(LC 11) Max Uplift 2=-235(LC 12), 7=-235(LC 12) CSI. DEFL. in (loc) Udell Ud TC 0.44 Vert(LL) 0.10 10-12 999 240 BC 0.64 Vert(CT) 0 20 12-13 999 180 WB 0.54 Horz(CT) 0.09 7 n/a n/a Matrix -MS PLATES GRIP MT20 244/190 Weight: 155 lb FT = 20 % BRACING - TOP CHORD Structural wood sheathing directly applied or 3-6-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-9-4 oc bracing FORCES. (lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown TOP CHORD 2-3=-2237/722, 3-4=-1666/607, 4-5=-1419/600, 5.6=-1667/607, 6-7=2236/722 BOT CHORD 2-13=-558/1940, 12-13=-558/1940, 10-12=-330/1419, 9-10=567/1940, 7-9=-567/1940 WEBS 3-13=0/266, 3-12=605/261, 4-12=91/429, 5-10=-101/429, 6-10=-604/261, 6-9=0/266 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind, ASCE 7-10, Vult=140mph (3-second gust) Vesd=108mph; TCDL=4.2psf, BCDL=3 Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp B, Encl , GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 12-4-0. Exterior(2) 12-4-0 to 21-10-15, Intenor(1) 21-10-15 to 31-D-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=235, 7=235. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Albani PE No.393 0 MITsk USA, Inc. FL Cart 6634 6904 Parks East Blvd. Tampa FL 33610 Date: March 27,2018 Q WARNING - Verity daslgn paramelers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITsk® connectors This design Is based only upon parameters shown, end 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 Individual truss web and/or chord members only Additional temporary and permanent bracing M iTe k, is always required for stability and to prevent collapse with possible personal Injury and property damage For general guidance regarding the fabrication, storage, delivery, erection end bracing of trusses end truss systems, see ANSIrTPl1 Quality CAtorls, DSB-09 and SCSI Building Component 6901 Parke East Bid. Safety Information avellabie from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria. VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq Hm/Milan-1349-8 T13610433 P1349B A8 HIP 1 1 Job Reference (optional Mid-Florida Lumber, Barlow, FL. 5-5-4 4-10.12 4.8-0 u.1su s mar n zuia mnex mausines, Inc iue marz/ 1 zuld I D: S_OpRO5ws414AkYA3UNGXPzr8by-GRTBvX 1 FpexsUabEu 1 G_zgb W6,roKYEiT77xL 19A-0 i 24$-12 30-0-0 4.8-0 4-10-12 5-5.4 1.0-0, Scale = 1:52.1 4x4 = _ 3x4 = 4x4 — 4 23 245 25 26 6 14 13 11 1U 3x4 1.5x4 II 3x8 = 4x4 3x8 = 1.5x4 II 3x4 = LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 00 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No 2 BOT CHORD 2x4 SP No 2 WEBS 2x4 SP No 3 1 5 4-10-12 94-0 4-10-12 5-5-4 SPACING- 2-0-0 CSI. DEFL. In (loc) Vde0 Ud PLATES GRIP Plate Grip DOL 1.25 TC 0.30 Vert(LL) -0.19 11-13 >999 240 MT20 244/190 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.43 11-13 >846 180 Rep Stress Incr YES WB 0.29 Horz(CT) 0.09 8 n/a n/a Code FBC2017/TP12014 Matrix -MS Weight: 154 Ito FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-8-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-6-12 oc bracing. REACTIONS. (lb/size) 2=1260/0-8-0, 8=1260/0-8-0 Max Horz 2=-109(LC 10) Max Uplift 2=-235(LC 12). 8=235(LC 12) FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2272/757, 3-4=-1837/651, 4-5=-1590/633, 5-6=-1590/633, 6-7=1837/651, 7-8=2272I757 BOT CHORD 2-14=-598/1982, 13-14=-598/1982, 11-13=-464/1723, 10-11=-607/1982, 8-10=-607/1982 WEBS 3-13=-466/234,4-13=-144/534. 5-13=-303/131, 5- 1 1=-303/131, 6-11=-144/534, 7-11=-466/234 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 2psY BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11, Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 10-4-0, Extedor(2) 10-4-0 to 23-10-15, Interior(1) 23-10-15 to 31-D-0 zone;C-C for members and forces 6 MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurreni with any other live loads 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=235, 8=235. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Albani PE No.397 0 MiTak USA, Inc. FL Cart 6634 6904 Parka East Blvd. Tampa FL 33610 Date: March 27,2018 Q WARNING - Vwffy design p—stors and READ NOTES ON TWS AND INCLUDED MITEK REFERENCE PAGE 111I1.7473 rev 10/03/2015 BEFORE USE. Design valid for use only with MITekm connectors. This design Is based only upon parameters shown, and Is for an Indlidual budding component, not • a truss system. Before use. the budding designer must verity the appllrablllty of design parameters and property Incorporate this design Into the overall buriding design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing WOW Is always required for stability and to prevent Collapse with possible personal Injury end property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPIt Quality Criteria, DSB49 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute. 218 N Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq Hm/Milan-1349-8 T13610434 P1349B A9 HIP 1 1 Job Reference o do al Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 11 ZU18 MiTek Intlustfles, Inc Iue Marl/ 11:2t:14 Lu18 Rage 1 ID,S_OpRO5ws414AkYA3UNGXPzrSby-kel W7t2tax3i6kAQSknDW18dg01f3OMrhnkUO8zWIGR Ili 4-5-4 3-10-12 6-8-0 6-8-0 3-10.12 4-5-4 'l." . Scale a 1.52.1 4x8 = 1.5x4 II 08 = 4 21 22 5 23 24 6 13 11 10 44 = 3x4 = 3x4 = 3x4 = 4x4 = 3x8 = 8A-0 15-" 21.8-0 30-M 8A-0 6-a-0 6-8-0 8-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud TCLL 200 Plate Grip DOL 1.25 TC 0.57 Vert(LL) 0.13 11 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.74 Verl(CT) 0.27 10-19 999 180 BCLL 0.0 Rep Stress Incr YES WB 0.24 Horz(CT) 0.09 8 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1260/0-8-0, 8=1260/0-8-0 Max Horz 2=-90(LC 10) Max Uplift 2=-235(LC 12), 8=-235(LC 12) PLATES GRIP MT20 2441190 Weight, 149 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-2-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-4-2 oc bracing. FORCES. (lb) - Max. Comp /Max. Ten - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2266/796, 34=2002/695, 4-5=2200/813, 5-6=2200/813. 6-7=2002/695, 7-8=2266/796 BOT CHORD 2-13=-640/2002, 11-13=-465/1750, 10-11=-475/1750, 8-10=650/2002 WEBS 3-13=-298/199, 4-13=-47/387, 4-11=208/623, 5-11=-460/241, 6-11=207/623, 6-10=-47/387. 7-10=298/199 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind, ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24111; eave=4ft; Cat. II; Exp B, Encl , GCpi=O 18; MWFRS (directional) and C-C Exterlor(2) -1-0-0 to 2-0-0, Interior(l) 2-0-0 to 8-4-0, Exterior(2) 8-4-0 to 25-8-11, Interior(1) 25-8-11 to 31-0-0 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 nonconcurrenl with any other live loads. 5) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-D-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) except Qt=lb) 2=235,8=235 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MI TEN REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITek® connectors, This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system Before use, the building designer must verify the applkablllty of design parameters and property Incorporate this design Into the overall building design, Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Is stweys required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and BCSI Building Component Safety Information evallable from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria. VA 22314 This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Albani PE No.393 0 MITak USA, Inc. FL Cert 6634 904 Parke East Blvd. Tampa FL 33810 Date: March 27,2018 t MiTek' 69D4 Parke East Blvd Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq HnVMilan-1349-8 T13610435 P1349B A10 SPECIAL 1 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL. 6 13U s Mar 11 lulu MI I ek Industries, Inc. I ue Mar 2/ 11:27 ub Zulu ID:S OpRO5ws4l4AkYA3UNGXPzr8by-Vv_6EoxEhAw_XL_hOL66e8G2hmFZSpMXdl3VC/ r1-0.01 11-8-0 17." 20-4-0 24-11-12 30-0-0 1-0-0 6-4-0 5.4-0 5.4-0 3-0-0 4$-12 5-14 Scale = 1.53.0 5x6 = 6 14 13- 11 -- 3x4 = 1 5x4 II 3x8 = 4x4 = 5x5 = 3x4 = 30 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1 25 TCDL 100 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TPI2014 CSI. DEFL. in (loc) Udefl Ud TC 0.65 Vert(LL) 019 11-13 999 240 BC 068 Vert(CT) 0.39 11-13 913 180 WB 0.80 Horz(CT) 0.09 8 n/a n/a Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1260/0-8-0, 8=1260/0-8-0 Max Horz 2=102(LC 11) Max Uplift 2=-235(LC 12), 8=-235(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2209/713,3-4=-2699/924,4-5=-2699/924, 5-6=-3198/1116, 6-7=-2119/720, 7-8=2265r725 BOT CHORD 2-14=-549/1906. 13-14=-549/1913, 11-13=-785/2758. 10-11=-408/1612, 8-10=-576/1992 WEBS 3-14=0/258, 3-13=299/919, 4-13=-355/186, 5-11 =- 1593/622. 6-11=721/2096, 6-1 0=- 129/448, 7-10=-289/179 PLATES GRIP MT20 244/190 Weight: 147 lb FT = 20% Structural wood sheathing directly applied or 2-11-6 oc purlins. Rigid ceiling directly applied or 6-8-4 oc bracing NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B, Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0. Interior(1) 2-0-0 to 6-4-0, Exterior(2) 6-4-0 to 9-4-0, Interior(1) 17-0-0 to 31-G-0 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1 60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=235, 8=235. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Albani PE No.393 0 MlTak USA, Inc. FL Cott 6634 6904 Parka East Blvd. Tampa FL 33810 Data: March 27,2018 Q WARNING - Vadly design parametars and READ NOTES ON INS AND INCLUDED MITEK REFERENCE PAGE 11,111.7473 rev. 1010312015 BEFORE USE. Design valid for use onty with Mrrekm connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not • a truss system Before use, the bullding designer must verity the applicability of design parameters and property Incorporate this design Into the overall building tleslpn Bracing indicated Is to prevent buckling of individual buss web and/or chord members only Additional temporary and permanent bracing WOWIsalwaysrequiredforstabilityandtopreventcoltep38wdhpossiblepersonalInjuryandpropertydamageForgeneralguidanceregardingthe fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPIl Quality Criteria, DSB-09 and BCSI Building Component 89D4 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N Lee Street, Sude 312. Alexandria. VA 22314. Tampa, FL 36610 Job Truss Truss Type oty Ply Park Sq HnVMilan-1349-8 T13610436 P1349B All SPECIAL 1 1 ob Reference o Lionel Mid-Flonda Lumber. Bartow, FL. 8 130 s Mar 11 2018 MiTek Industries, Inc. Tue Mar 27 11.27:06 2018 Page 1 ID:S OpRO5ws414AkYA3UNGXPzrBby-z5YUR8ysSU2r8VZu 3eLBLoB9AYJBHfgsXo3kczwGZ 1-0-0 + 9$-0 15-0-0 1 20.4-0 24-11,12 30-M 31-0-0, 1-0-0 5.4-0 5-4-0 5-0-0 4$-12 5-1-4 1-0-0I Scale = 1,53 0 4x4 = 15 "" `" 14 "" — 12 11 1U 30 = 1.5x4 II 4x10 = 3x8 MT18HS = 4x8 = 1 5x4 II 3x4 = 1.5x4 II 4.4-0 9$-0 15-M 20.4-0 24-10.12 30-0-0 4.4-0 5-0-0 I 54-0 5-0-0 4$-12 5-1-4 Plate Offsets (X Y)— 12:0-04Edgel 13 0-5-12 0-1-121 LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) -0.33 12-14 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0 66 12-14 >549 180 MT18HS 244/190 BCLL 0.0 Rep Stress Incr NO WB 0.73 Horz(CT) 0.13 8 n/a n/a BCDL 10.0 Code FBC20177TPI2014 Matrix -MS Weight: 147 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 2-4-8 oc purlins. 3- 5: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 7-0-15 oc bracing. BOT CHORD 2x4 SP No.1 WEBS 1 Row at midpt 5-11 WEBS 2x4 SP No.3 REACTIONS. ( lb/size) 2=1519/0-8-0, 8=1338/0.8-0 Max Horz 2=107(LC 7) Max Uplift 2=-319(LC 8), 8=-262(LC 8) FORCES. ( lb) - Max Comp /Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2897/568, 3-4=-4311/871, 4-5=-4311/871, 5-6=-2071/406, 6-7=2068/412, 7- 8=2458/444 BOT CHORD 2-15=-046/2543, 14-15=-443/2555, 12-14=-799/4589, 11-12=801/4583, 10-11=-330/2148, 8- 10=-330/2148 WEBS 3-15=0/281, 3-14 =375/1902, 4-14=-453/186, 5-14=616/11, 5-11=-3021/612, 6- 11=-261/1486, 7-11=-433/108 NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=301t; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. This item has been 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide fit between the bottom electronically signed and willchardandanyothermembers. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) sealed by Albani, Thomas, PE 2= 319, 8=262. using a Digital Signature. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 114 lb down and 92 lb up at Printed copies of this 44- 0. 77 lb down and 68 lb up at 5-1-14, 77 lb down and 67 lb up at 7-1-14. and 77 lb down and 67 lb up at 9-1-14, and 77 lb document are not Considered downand67lbupat10-8-6 on top chord, and 42 lb down at 4-4-0, 27 lb down at 5-1-14, 27 lb down at 7-1-14, and 27 lb down at 9- 1-14, and 27 lb down at 10-8-6 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. Signed and sealed and the 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Signature must be Verified LOAD CASE(S) Standard on any electronic copies. 0 ThomasAAnc. 1) Dead + Roof Live (balanced): Lumber Increase=l 25, Plate Increase=1.25 Flbani C rt 6634 A11TakUSA, Inc. FL Caft 6634 Uniform Loads (plf) Vert, 1-3=60, 3-5=-60, 5-6=-60, 6-9=-60, 16-19=-20 Date Parka East Blvd. Tempe FL 33610 Date: March 27,2018 AWARNING- Verify design pammefara and READ NOTES ON TFOS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10IU312015 BEFORE USE. ' Design valid for use only with MITek® connectors This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design Bracing Indicated Is to prevent buckling of Indivdual truss web and/or chord members only. Additional temporary and permanent bracing Welk' alwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the lubrication, storage, delivery erection and bracing of trusses and truss systems, see ANSIITPI1I Quality Criteria, DSB49 and SCSI Building Component 6904 Parke East Blvd. Safety Information avallabie from Truss Plate Institute, 218 N. Lee Street, Suite 312, Nexandrie, VA 22314 Tampa, FL 36610 Job Truss Truss Type oty Ply Park Sq HnVMilan-1349-8 T13610436 P13498 A11 SPECIAL 1 1 b Reference (optional) Mid-Flonda Lumber, Bartow, FL 8.130 s Mar 11 2018 MiTek Industries, Inc Tue Mar 27 11:27:06 2018 Page 2 ID:S 0pR05ws4l4AkYA3UNGXPzr8by-z5YURBysSU2r8VZu_3eLBLoB9AYJBHfgsXo3kcz%MGZ LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 3=-57(F) 15=-42(F) 22=37(F) 23=-37(F) 24=37(1`) 25=37(F) 27=-22(F) 28=-22(F) 29=22(1`) 30=-22(F) Q WARNING - Verify dsslgn paamsfers and READ NOTES ON TNS AND INCLUDED NI TEX REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valld for use only with MiTek® connectors This design Is based only upon parameters shown, and Is for an IndMdual building component, not• a truss system Before use, the building designer must verity the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only Additional temporary and permanent bracing MiTek• is always required for slabgdy and to prevent collapse with possible personal Injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss Systems, see ANSIRPIt Quality Criteria, DSBdD and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312. Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type city Ply Park Sq HrYVMilen-1349-B T13610437 Job P1349B B1 COMMON 4 1 Reference (optional) Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MITek Industries, Inc. Tue Mar 27 11:27:15 2018 Page 1 I D:S_OpRO5ws414AkYA3UNGXPzr8by-CgbuKD3WLFBZjticORI S2FgpBocMoT77wRU 1 ZBZWIGO 4-94 9-4-0 13-10-12 19-0-0 , 20-0-0 4-94 4-6-12 4-6-12 5-1.4 11-0 4x4 = Scale = 1.33 1 4x4 = 5x8 = 4x4 = 0 9A-0 9-8-0 LOADING (par) SPACING- 2-0-0 TCLL 20.0 Plate Grip COL. 125 TCDL 10.0 Lumber DOL 125 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017rrP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=758/0-8-0.5=822/0-8-0 Max Horz 1=-98(LC 10) Max Uplift 1=-126(LC 12), 5=-162(LC 12) CSI. DEFL. in loc) I/defl Ud TC 0.46 Vert(LL) 0.14 7-13 999 240 BC 0.84 Vert(CT) 0.31 7-13 732 180 WB 0.21 Horz(CT) 003 5 n/a n/a Matrix -MS FORCES. (lb) - Max Comp /Max. Ten. - All forces 250 (lb) or less except when shown TOP CHORD 1-2=1250/429, 2-3=-944/333, 3-4=948/323, 4-5=-1273/425 BOT CHORD 1-7=297/1069, 5-7=-314/1116 WEBS 3-7=-137/559, 4-7=388/215, 2-7=-342/201 PLATES GRIP MT20 244/190 Weight: 84 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-9-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10, Vul1=140mph (3-second gust) Vasd=108mph; TCDL=4 2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24f1; eave=oft; Cat. 11; Exp B, Encl , GCpl=0A8; MWFRS (directional) and C-C Exterior(2) D-D-0 to 3-0-0. Interior(1) 3-D-0 to 9-4-0, Exterlor(2) 9-4-0 to 12-4-0 zone,C-C for members and forces 3 MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jl=lb) 1=126, 5=162. q This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Albani PE No.393 0 MITak USA, Inc. FL Cat 6634 6904 Parks East Blvd. Tampa FL 33610 Date: March 27,2018 WARNING - Verify design parameters and READ NOTES ON INS AND INCLUDED WTEK REFERENCE PAGE M11.7473 — 10/03/2015 BEFORE USE. Design valid for use only with MITekO connectors, This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system Before use. the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design Bracing Indicated Is to prevent buckling or Individual truss web andlor chord members only. Additional temporary and permanent bracing M iTe k' is always required for stability and to prevent collapse with possible personal injury end property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suits 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply Park Sq Hm/Milan-1349-8 T13610438 P1349B B2 HIP 1 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Tue Mar 27 11 ,27:15 2018 Page 1 ID.S_OpRO5ws414AkYA3UNGXPzrBby-CgbuKD3WLFBZjBcORIS2Fggoof oUL7wRU1ZazWIGO 4-5.4 8-8-0 , 10-0-0 , 14-2.12 19-M 20-M 4-5.4 4-2-12 1-4-0 4-2-12 I 4-9.4 I 1-0 4x4 = 4x4 = Scale = 1:33 2 4x4 = 3x4 = 5x6 = 4x4 = 4 8-8-0 1-0-0 9-0-0 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 Incr YES BCDL 10.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No 3 REACTIONS. (lb/size) 1=758/0-8-0, 6=822/0-8-0 Max Horz 1=-92(LC 10) Max Uplift 1=-126(LC 12). 6=-162(LC 12) CSI. DEFL. in loc) VdeB Ud TC 043 Vert(LL) 0.13 8-15 999 240 BC 0.67 Vert(CT) 0.27 B-15 835 180 WB 0.19 Horz(CT) 003 6 n/a n/a Matrix -MS FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1258/462, 2-3=-971/372, 3.4=818/364, 4-5=986/364, 5-6=1294/479 BOT CHORD 1-9=-333/1079, 8-9=-159/818, 6.8=366/1138 WEBS 2-9=-329/217, 3-9=79/260, 4-8=-85/299, 5-8=-380/234 PLATES GRIP MT20 244/190 Weight: 89 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-10-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-8-5 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3 Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11, Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 8-8-0, Exterior(2) 8-8-0 to 10-0-0, Interior(1) 14-4-11 to 20-0-0 zone;C-C for members and forces 6 MWFRS for reactions shown; Lumber DOL=1 60 plate gnp DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at jolnt(s) except Qt=lb) 1=126, 6=162. R This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Albani PE No.393A0 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33810 Date: March 27,2018 AWARNING - Verity design parameters and READ NOTES ON TFOS AND INCLUDED W TEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITak® connectors This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is shvi ys required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of Iruases and truss systems, see ANSUTPN Quality Criteria, DSB49 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plata institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type oty Ply Park Sq HrrVMilan-1349-8 T73610439 P1349B B3 HIP 1 1 Job Reference (optional) Mid-Flodda Lumber, Bartow, FL. 8.130 s Mar 11 2018 MITek Industries. Inc Tue Mar 27 11 27 16 2018 Page 1 ID:S OpRO5ws414AkYA3UNGXPzr8by-gO9GYZ386ZJOL1Kpa9phbSDuVCzKXwb895Db51zwGP 3-54 6-8-0 12-" 15-2-12 , 79.0.0 20-M 3-54 3-2-12 54-0 3-2-12 3-94 1.0-0 Scale = 1.33 2 4x6 4x8 = 3 17 18 19 4 a 3x8 = 4x4 3x4 = 4x4 = 3x4 4 6-8-0 s4-0 7-0-0 Plate Offsets (X Y)— 14 0-5-4 0-2-01 16 0-0-8 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1 25 TC 0.81 Vert(LL) -0 09 8-10 >999 240 MT20 244/190 TCDL 100 Lumber DOL 1 25 BC 0.80 Vert(CT) -0.19 B-10 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.25 Horz(CT) 007 6 n/a n/a BCDL too Code FBC2017fTP12014 Matrix -MS Weight: 90lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-11-10 oc pudins 3-4: 2x4 SP No 1 BOT CHORD Rigid ceiling directly applied or 7-11-5 oc bracing. BOT CHORD 2x4 SP No 2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=1376/0-8-0.6=1419/0-8-0 Max Horz 1=-73(LC 6) Max Uplift 1=-340(LC 8), 6=-369(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2511/659, 2-3=-2390/653, 3-4=-2145/611, 4-5=-2448/664, 5-6=2642/687 BOT CHORD 1-10=-521/2168, 8-10=501/2191, 6.8=-555/2333 WEBS 3-10=-34/601, 4-8=50/668, 5-8=-279/64 NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wind ASCE 7-10: Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf; h=15ft, B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl.. GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) except (Jt=lb) 1=340. 6=369. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 189 lb down and 204 lb up at This item has been 6-8-0. 97 lb down and 106 lb up at 8-8-12. and 97 lb down and 106 lb up at 9-11-4, and 189 lb down and 204 lb up at 12-0-0 on lop electronically signed and chord, and 327 lb down and 97 lb up at 6-8-0. 66lb down at 8-8-12, and 66lb down at 9-11-4, and 327 lb down and 97 lb up at sealed by Albani, Thomas, PE 11-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. using a Digital Signature. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Printed Copies Of this LOAD CASE(S) Standard document are not considered 1) Dead + Roof Live (balanced): Lumber Increase=l 25, Plate Increase=1.25 signed and sealed and the Uniform Loads (plf) signature must be verified Vert, 1-3=60, 3-4=-60, 4-7=-60, 11-14=-20 O electronic 01)IeS. Concentrated Loads (lb) Thomas A. A bani PE No.39380 Vert: 3=-142(F) 4=-142(F) 9=41(F) 10=-327(F) 8=-327(F) 18=-97(F) 19=-97(F) 20=-41(F) Wilk USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33810 Date: March 27,2018 Q WARNING - Verify design parameters and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PA E M11.7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not buss system. Before use, the building designer must verify the applkAbllily of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing M iTe k' Is always required for stability and to prevent collapse with possible personal Injury and property damage For general guidance regarding the fabrication, storage, delivery, erection end bracing of trusses and truss systems, see ANSUTPIt Quality Criteria, DSB49 and BCSI Building Component 6904 Parke East Blvd Safety Info motion available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq Hm/Milan-1349-8 T13810440 P1349B C1 GABLE 1 1 b Reference (optional Mid-Florida Lumber, Bartow, FL. B.1SU s Mar 11 zuia MI I ex Industries, Inc. I ue Mar 27 11:21:1 r 201t1 Page 1 IDS OpRO5ws414AkYA3UNGXPzrBby-8Clelv4mtsRHzBv97sKw7glCPcPzG161Nlz8dTzWIGO i1-0.12 2-11.8 F 58-3-2 11-2 11 1- 0.12 2-11: 2-7-14 2-7-14 2-11-0 1-0-12 04 = Scale = 1.50 6 600 12 4 1 5x4 II 11.5x4 II 3x4 i 3x4 1. 5x4 II 3 5 1. 5x4 II 1. 5x4 II 15x4 II 2 6 1 7 4 II 2x4 I 2x4 11 2x4 II 2x4 II 2x4 II 2z4 II 2x4 11 23 24 25 9 26 27 28 4x4 - 2x4 II 2x4 II 3xB - 2x4 II 2x4 II 04 = r 5- 7-0i 11.2.8 5- 7-4 5-7.4 Plate Offsets (X Y)- 119 O-D-O 0-0-01 f19:0-0-0 0-0-01.122:0.0-0.0-0-01.f22:0-0-0,0-0-01 LOADING ( psi) SPACING. 2-0-0 CSI. DEFL. In (loc) Vdeff L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) -0 02 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 039 Vert(CT) -0 05 8-9 >999 180 BCLL 0.0 Rep Stress Incr NO WB 056 Horz(CT) 0.00 8 n/a n/a BCDL 10.0 Code FBC2017rTP12014 Matrix -MS Weight 148 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. ( lb/size) 10=1083/0-7-4, 8=1069/0-3-4 Max Horz 10=-228(LC 6) Max Uplift 10=-250(LC 8), 8=232(1_C 8) FORCES. ( lb) - Max Comp /Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 34=-426/184, 4-5=426/184 WEBS 5-9=94/279, 3-9=-95/284, 3-10=-620/130, 5-8=609/128 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat 11; Exp B, Encl , GCpi=0.18; MWFRS (directional); end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSUTPI 1. 4) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) except 61=1b) This item has been 10=250, 8=232. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 264 lb down and 72 lb up at electronically signed and D- 1-12. 22 lb down and 12 lb up at 1-1-2. 116 lb down and 41 lb up at 3-1-2. 182 lb down and 53 lb up at 5-1-2, 182 lb down and sealed by Albani, Thomas, PE 53 lb up at 7-1-2, and 182 lb down and 53 lb up at 9-1-2, and 187 lb down and 47 lb up at 10-7-10 on bottom chord. The using a Digital Signature. design/selection of such connection device(s) is the responsibility of others. Printed p18S COOfthis tadco oft9) IntheLOADCASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). document are COrlSldefed LOAD CASE( S) Standard signed and sealed and the 1) Dead + Roof Live (balanced) Lumber Increase=1.25, Plate Increase=1.25 signature must be verified Uniform Loads ( plf) on any electronic coppies. Vert. 1-2=60, 2-4=-60, 4-6=-60, 6-7=-60, 8-10=-20 Thomas A. Albani PE No.39360 Concentrated Loads ( lb) MiTsk USA, Inc. FL Cart 6634 Vert: 10= 264 23=-22(B) 24=116(B) 25=182(B) 26=182(B) 27=182(13) 28=187(8) 6904 Parka East Blvd. Tampa FL 33610 Date: March 27, 2018 Q WARNING - Vrify doslgn panmefers and READ NOTES ON TWS AND INCLUDED MITEN REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not • a buss system Before use, the building designer must verity the applicability of design parameters and property Incorporate this design Into the overall building design Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary end permanent bracing MiTek' Is alwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalInjuryandpropertydamageForgeneralguidanceregardingthefabrication, storage, delivery. erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-49 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria. VA 22314. Tampa, FL 36610 Job Tfu5a Truss Type Oty Ply Perk Sq HnVMilan-1349-8 T13610441 P1349B C2 COMMON 1 1 Job Reference (optional Mid-Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Tue Mar 27 11:27:18 2010 Page 1 I D: S_OpRO5ws414AkYA3UNGXPzrBby-cPGOzF5OeAZBaLUBhar9gtlKVTn3?q 1 RcPii9vzVNGN 1-0.12 5-7.4 11-2_8 12.3-4 r1.012i 5-7.4 + 5-7-0 1-0.12r LOADING (psf) SPACING- 2-0-0 TCLL 200 Plate Grip DOL 1 25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TPI2014 04 = 6.00 12 8 6 1 5x4 II 3x8 = 1 5x4 II 5-74 1 745-7.4 5-7-0 CSI. DEFL. In loc) I/defl Ud TC 0.39 Vert(LL) 0.02 7-8 999 240 BC 0.27 Vert(CT) 0.04 7-8 999 180 WB 0.19 Horz(CT) 0.00 6 n/a n/a Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 8=509/0-74.6=509/0-34 Max Horz 8=-231(LC 10) Max Uplift 8=-114(LC 12), 6=-114(LC 12) FORCES. (lb) - Max. Comp /Max. Ten - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-259/171, 3-4=259/171, 2-8=-462/350, 4-6=-462/350 BOT CHORD 7-8=-275/278 WEBS 2-7=-129/271, 4-7=129/271 Scale. 1/4"=l' PLATES GRIP MT20 244/190 Weight: 86 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10.0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4 2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-0-12 to 1-11-4, Interior(1) 1-11-4 to 5-7-4, Exterior(2) 5-7-4 to 8-7-4 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 8=114,6=114. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Alban) PE No.393¢0 MITsk USA, Inc. FL Csrt 6634 9904 Parks East Blvd. Tampa FL 33610 Date: March 27,2018 Q WARNING - Verify daslgn parsmafan and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII.7473 mv. 10103/2015 BEFORE USE. Design valid for use only with MiTek® 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 verity the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only AddNonal temporary and permanent bracing MiTek• is always required for steblidy and to prevent collapse with possible personal Injury and property damage For general guidance regarding the fabrlcallon, storage, delivery erection and bracing of trusses and truss Systems, sea ANSVTPII Quality Criteria, DSB-e9 and BCSI Building Component 6904 Parke East Blvd. safety Information evaliabie from Truss Plate Institute. 210 N. Lee Street, Suite 312. Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq Hr1VMilan-1349-B T13610442 P1349B C3 SPECIAL 2 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MTek Industries, Inc. Tue Mar 27 11 ,27:19 2018 Page 1 ID:S OpRO5ws414AkYA3UNGXPzr8by-4bgPAb6000h7CV30FHN005rVOP5MkFaar3SFiMzWIGM r1 2( , 6.8-0 , 11.2$ 112=3-011125-7 1-0-12 4$$ 1-0-12 5x7 = 6 o0 12 3 1 5x4 11 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 TCDL 10.0 Lumber DOL 1.25 BC 0.39 BCLL 0.0 Rep Stress Incr YES WB 0.37 BCDL 10.0 Code FBC2017rTP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 'Except' 4-8: 2x4 SP No.3 WEBS 2x4 SP No 3 REACTIONS. (lb/size) 8=479/0-7-4. 7=217/0-3-4. 10=323/0-7-4 Max Horz 10=217(LC 11) Max Uplift 8=239(1_C 9), 7=-192(LC 12), 10=224(LC 12) Max Grav 8=497(LC 17), 7=304(LC 18), 10=330(LC 21) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 34=251/316, 4-5=260/252, 2-10=267/261, 5-7=-332/259 BOT CHORD 8-9=491/561 WEBS 3-9=-302/273, 3-10=-310/267 8 7 6x6 = 1.5x4 II DEFL. in (loc) Well Ud Vert(LL) 0.14 9-10 >568 240 Vert(CT) -0.13 9-10 >597 180 Horz(CT) -0.02 7 n/a n/a Stale. 1/4'=l' PLATES GRIP MT20 244/190 Weight, 90 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cal. II, Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Extenor(2)-1-0-12 to 1-11-4, Interior(1) 1-11-4 to 5-7-4, Exterior(2) 5-7-4 to 8-7-4 zone; end vertical left and right exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) except (Jt=lb) 8=239, 7=192, 10=224. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Albani PE No.393 0 MiTak USA, Inc. FL Cart 6834 6904 Parka East Blvd. Tampa FL 33810 Date: March 27,2018 Q WARNING - Vorlify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 ran. 10/0342015 BEFORE USE. Design valid for use only wdh MlTeka) connector. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k' Is atwsys required for stability end to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB49 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type City Ply Park Sq HrrVMilan-1349-B T13610443 P 1349B C4 COMMON 2 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MTek Industries, Inc. Tue Mar 27 11 2f.2U 2u18 rage 1 ID:S OpRO5ws414AkYA3UNGXPzBby-YnOnOx6e9npsgfdap7udllNhdpTaTmFk4jCoEozwGL 1-0.12 + 5-74 11-2-8 1-0-12 5-7.4 5-74 1-0-12 04 = 1.5x4 II 3x8 = 1 5x4 II i 5-74 10-114 11.2,8 5-7-4 54-0 0-34 Plate Offsets (X Y) 12:0-2 15 0-2-01 14-0-2-15 0-2-01 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip COL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 00 Rep Stress Incr YES BCDL 10.0 Code FBC2017rrP12014 CSI. DEFL. In loc) Udefl L/d TC 035 Vert(LL) 0.02 7-8 999 240 BC 026 Vert(CT) 0.04 7-8 999 180 WB 0.08 Horz(CT) 0.00 6 n/a n/a Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD BOT CHORD 2x4 SP No 2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 8=509/0-7-4, 6=509/0-4-0 Max Horz 8=-166(LC 10) Max Uplift 8=-114(LC 12). 6=-114(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-323/175, 34=323/175, 2-8=461/305, 4-6=-461/305 Scale = 1,36 7 PLATES GRIP MT20 244/190 Weight. 74 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 1 D-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-12 to 1-11-4, Interlor(1) 1-11-4 to 5-7-4, Exterior(2) 5-7-4 to 8-7-4 zone; end vertical left and right exposed;C-C for members and forces 3 MWFRS for reactions shown; Lumber DOL=1 60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=114,6=114. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Albani PE No.39380 MiTak USA, Inc. FL Cart 6634 6904 Parks East Blvd. Tampa FL 33810 Date: March 27,2018 WARNING - Verify design pa—ters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111.7473 rev. 1aN3/2016 BEFORE USE. ' Design valid for use only with Mrrek® connectors This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and property Incorporate this design Into the overall building design Bracing Indluted Is to prevent buckling of Individual Wss web and/or chord members only. Additional temporary and permanent bracing WOW so I'Mys required for stability and to prevent collapse with possible personal Injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPII Quality Criteria, DSB-09 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type city Ply Perk Sq HrtdMilan-1349.8 T13610444 P1349B C5 GABLE 1 1 Job Reference (optional) Mid -Florida Lumber, Barlow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc Tue Mar 27 11:27:21 2018 Page 1 ID:S OpRO5ws414AkYA3UNGXPzr8by-ty9bH7Hw5x)ROC,mMIPSIWwsYDS3CBdtiN%MmEZ1MGK 1-0.12 1 5-7r4 11-2.8 12-3-0 1.0-12 5-7-4 5-7.4 1-0-12 4x4 = 1.5x4 11 1 x4 11 1 x4 11 3x8 = 1 x4 11 1 x4 I 1 1.5x4 11 12 11 10 9 8 7 6 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10 0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10 0 Code FBC2017(TPI2014 CSI. DEFL. In loc) I/defl Ud TC 0.34 Vert(LL) 0.00 12 999 240 BC 0.05 Vert(CT) 0.00 8 999 180 WB 0.20 ' Horz(CT) 0.00 6 n/a n/a Matrix -MS Scale = 1 38.5 PLATES GRIP MT20 244/190 Weight 97 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No 3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 10-11-4. lb) - Max Horz 12=-166(LC 10) Max Uplift All uplift 100 lb or less et joint(s) 12, 6 except 9=-107(LC 12) Max Grav All reactions 250 lb or less at joint(s) 10, 11. 8, 7 except 12=267(LC 21), 6=267(LC 22), 6=267(LC 1). 9=351(LC 1) FORCES. (lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown. WEBS 3-9=-303/135 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat 11; Exp B; Encl.. GCpI=O 18; MWFRS (directional) and C-C Exterior(2)-1-0-12 to 1-11-4, Interlor(1) 1-11-4 to 5-7-4, Exterlor(2) 5-7-4 to 8-7-4 zone; end vertical left and right exposed;C-C for members and forces d MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads In the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide This Item has beenwillfitbetweenthebottomchordandanyothermembers. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 6 except electronically signed and 61=11b) 9=107. sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Albani PE No.393 0 MITsk USA, Inc. FL Colt 6034 9904 Pirko East Blvd. Tampa FL 33610 Date: March 27,2018 Q wARNING - Verity design parameters and READ NOTES ON T10S AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rov. IM112015 BEFORE USE. Design valid for use only with MITekV connectors. This design Is based only upon parameters shown, and Is for on Individual building component, not truss system Before use, the building designer must verity the applicability of design parameters and property Incorporate this design Into the overall building design Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k• Is always required for stability and to prevent collapse with possible personal Injury and property damage For general guidance regarding the fabrication, storage, delivery, erection end bracing of trusses and truss systems, see ANSVTPIt Quality Criteria, DSB-09 and BCS1 Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq HrYVMilan-1349-8 T13610445 P1349B CJ JACK 1 1 ob Re erence o tlonel Mid -Florida Lumber, Bartow, FL. 8 130 s Mar 11 2018 MiTek Industries, Inc Tue Mar 27 11:27:22 2018 Page 1 ID:S OpRO5ws414AkYA3UNGXPzr8by-VAWXoc8vhP3a3ynzwOw5gjT6RdCzxh21X1hvlhzWIGJ 1-0-0 1-0-0 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1 25 TC 0.01 TCDL 10.0 Lumber DOL 1.25 BC 0.01 BCLL 00 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 1=40/Mechanical, 2=23/Mechanical, 3=17/Mechanical Max Horz 1=14(LC 12) Max Uplift 1=3(LC 12), 2=8(LC 12), 3=-3(LC 12) Max Grav 1=40(LC 1), 2=23(LC 1), 3=17(LC 3) FORCES. (lb) - Max Comp /Max. Ten. - All forces 250 (lb) or less except when shown Scale = 1.7.0 DEFL. in (loc) Vdefl L/d PLATES GRIP Vert(LL) -0.00 6 >999 240 MT20 244/190 Vert(CT) -0.00 6 >999 180 Horz(CT) -0.00 2 n/a n/a Weight: 3 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind ASCE 7-10: Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp B; Encl , GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces 3 MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tell by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2, 3. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Albani PE No.393 0 MITak USA, Inc. FL Cart 4634 6904 Parka East Blvd. Tampa FL 33810 Date: March 27,2018 Q WARNING - Verify design panmefen and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PA E MII-7473 rev. IOM312015 BEFORE USE. Design valid for use only with MITak® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not '• a trues system. Before use, the building designer must verity the applicability of design parameters and property Incorporate this design Into the overall building design Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only Additional temporary and permanent bracing M iTek• Is says required for stability and to prevent collapse with possible personal Injury and property damage For general guidance regarding the labricatlon, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute. 218 N Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq Hr1VMilan-1349-B T13610446 P1349B CJ1 JACK 9 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL 8.130 s Mar 11 2018 MiTek Industries, Inc Tue Mar 27 11:27:22 2018 Page 1 ID:S OpRO5ws4l4AkYA3UNGXPzr8by-VAWXoc8vhP3a3ynzwOw5gjT5WdC xh21X1hvihzWIGJ 1-0-0 1-0-0 1.0.0 1-" Scale = 110 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1 25 TC 0.07 Vert(LL) 000 5 >999 240 MT20 244/190 TCDL 10.0 Lumber COL 1.25 BC 0.01 Vert(CT) 000 5 >999 180 BCLL 00 Rep Stress Incr YES WB 000 Horz(CT) 000 2 n/a n/a BCDL 100 Code FBC2017/TPI2014 Matrix -MP Weight: 5 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins BOT CHORD 2x4 SP No.2 BOT CHORD Rigid telling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=10/Mechanical, 2=130/D-8-0, 4=-0/Mechanical Max Horz 2=35(LC 12) Max Uplift 3=-3(LC 9), 2=-59(LC 12) Max Grav 3=11(LC 17). 2=130(LC 1), 4=12(LC 3) FORCES. (lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10: Vult=140mph (3-second gust) Vasd=108mph; TCDL=4 2psf; BCDL=30psf; h=15ft; B=45ft, L=24ft, eave=4ft; Cat. II; Exp B, Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces 3 MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1 60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Albani PE No.393 0 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33810 Date: March 27,2018 Q wARNING • Verity design parameters and READ NOTES ON TNIS AND INCLUDED MITEN REFERENCE PAGE 11,1II.7473 rw. 10/03/2015 BEFORE USE. Design valid for use only with MITek® connectors This design Is based only upon parameters shown, and is for an Individual building component, not • a truss system. Before use, the building designer must verity the applicability of design parameters and property Incorporate this design Into the overall building design, Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing WOWalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalInjuryandpropertydamageForgeneralguidanceregardingthe fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria. OSS49 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street. Sude 312. Mexandda. VA 22314 Tampa, FL 36610 Job Truss Truss Type oty Ply Park Sq Hm/Milen-1349-B T13610447 P1349B CJ3 JACK 9 1 job Reference (optional) Mid -Florida Lumber, Bartow, FL. 8 130 s Mar 11 2018 MiTek Industries, Inc. Tue Mar 27 11:27:23 2018 Page 1 I D-S_OpRO5ws414AkYA3UNGXPzr8by-zM4vOy9XSiBRh6M9U7 RKNx7GvOXCg81AmgOSr7zWIGl 1-M 3-M 1-0-0 3-M Scale V=P 2x4 = LOADING (par) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 TCDL 10.0 Lumber DOL 1.25 BC 0.08 BCLL 0.0 Rep Stress Incr YES WB 0 00 BCDL 10.0 Code FBC2017rrP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=71/Mechanical, 2=168/0-8-0, 4=36/Mechanical Max Horz 2=62(LC 12) Max Uplift 3=-26(LC 12). 2=-50(LC 12) Max Grav 3=71(LC 1), 2=188(LC 1), 4=52(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. DEFL. in (loc) I/defl L/d PLATES GRIP Ven(LL) -0.00 4-7 >999 240 MT20 244/190 Vert(CT) -0.01 4-7 >999 180 Horz(CT) -0 00 3 n/a n/a Weight 11 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp B, Encl., GCpl=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,C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Albani PE No.393 0 MiTek USA, Inc. FL Cart 4834 904 Parka East Blvd. Tampa FL 33910 Date: March 27,2018 WARNING - V.Iry design p.—tera and READ NOTES ON Tf03 AND INCLUDED 01ITEK REFERENCE PAGE MII.7473 — 10N31201S BEFORE USE. ' Design valid for use only with MiTek® connector. 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 Individual truss web and/or chord members only Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage For general guidance regarding the fabrication, storage. delivery, erection and bracing of trusses end truss systems, see ANSUTPit Quality Criteria, DSB-89 and BCSI Building Component 60114 Parke East Blvd Safety Information avallable from Truss Plate Institute, 21e N. Lee Street. Suite 312. Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Dry Ply Park Sq Hm/Milan-1349-8 T13610448 P1349B CJ3C JACK 1 1 Job Reference (optional Mid-Florida Lumber, Banow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Tue Mar 27 11:27.23 2018 Page 1 ID:S_OpRO5ws414AkYA3UNGXPzr8by-zM4vOy9XSiBRh6M9U7RKNx9GiOXug81AmgD Sr7zVIAGI 3-0-0 3-M Scale. 1"ol' 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1 25 TC 0.10 Vert(LL) 0.01 3-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 010 Vert(CT) -0.01 3-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 000 Horz(CT) -0.00 2 n/a nla BCDL 10.0 Code FBC2017n-PI2014 Matrix -MP Weight: 10 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=118/Mechanical, 2=76/Mechanical, 3=42/Mechanical Max Horz 1=41(LC 12) Max Uplift 1=9(LC 12), 2=30(LC 12). 3=1(LC 12) Max Grav 1=118(LC 1). 2=76(LC 1). 3=54(LC 3) FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf, h=15ft; B=45ft; L=24ft; eave=4ft; Cat 11; Exp B, Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces tL MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2, 3. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Albani PE No.393 0 MITak USA, Inc. FL Cut 6834 9904 Parka East Blvd. Tampa FL 33010 Date: March 27,2018 Q WARNING • Vrlfy daslgn panmafera and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE M11.7473 — 1OX31201 a BEFORE USE. Design valid for use onlywith MlTelnD connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall MF building design Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• IsalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalInjuryandproperlydamage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria, DSB49 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312. Alexandria, VA 22314 Tampa, FL 38610 Job Truss Truss Type Qty Ply Park Sq HnVMilan-1349-B T13610449 P1349B CJ4 JACK 1 1 Job Reference (optional Mid-Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc Tue Mar 27 11 27:24 2018 Page 1 ID S_OpRO5ws414AkYA3UNGXPzrBby-RZeIDIA9DOJIIGxL2gyZv8YOJQrfPbXK KAONZzVAGH 4-" 4-" Scale = 1.17.1 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) 0.03 3-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.25 Vert(CT) -0.05 3-6 >999 180 BCLL 00 Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 15 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=184/0-8-0, 2=124/Mechanical, 3=60/Mechanical Max Horz 1=64(LC 12) Max Uplift 1=-12(LC 12), 2=-51(LC 12) Max Grav 1=184(LC 1). 2=124(LC 1), 3=87(LC 3) FORCES. (lb) - Max. Comp /Max. Ten - All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf h=15ft; B=45ft; L=24ft; eave=oft, Cat. It: Exp B; Encl.. GCpi=0.18; MWFRS (directional) and C-C Exterlor(2) D-0-0 to 3-0-0, Interior(1) 3-D-0 to 4-7-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gnp DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) 1, 2. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Albany PE No.393 0 MiTek USA, Inc. FL Cent 6634 9904 Parke East Blvd. Tampa FL 33810 Date: March 27,2018 Q WARNING - Verify design pammeters and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 101031201a BEFORE USE. Design valid for use only with MITekV 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 Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery erection and bracing of trusses and truss systems, see ANSUTPII dually Criteria, DSB-09 and SCSI Building Component 6904 Parke East Blvd Safety Information avallabie from Truss Plate Institute, 210 N Lee Street, Suite 312. Alexandrte. VA 22314. Temps, FL 36610 Job Truss Truss Type Oty Ply Park Sq Hm/Milan-1349-8 T138104501P13498CJ5JACK71 Job Reference o do el Mid -Florida Lumber, Barlow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Tue Mar 27 11:27:25 2018 Page 1 ID:S OpRO5ws414AkYA3UNGXPzr8by-vlBgReAn_KR9wOWXbYToSM5YogAn82nTD vZv7zWIGG 1-0-0 5-M 1-0-0 5-0-0 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 004 4-7 999 240 TCDL 100 Lumber COL 1.25 BC 026 Vert(CT) 0.06 4-7 988 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=127/Mechanical, 2=264/0-8-0, 4=64/Mechanical Max Horz 2=90(LC 12) Max Uplift 3=-50(LC 12), 2=-54(LC 12) Max Grav 3=127(LC 1). 2=264(LC 1), 4=91(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1,17 0 PLATES GRIP MT20 244/190 Weight: 18 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purllns BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat II, Exp B; Encl., GCpi=O 18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 4-11-4 zone,C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 3) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) 3, 2. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Albani PE No.393A0 MiT@k USA, Inc. FL C@rt 6834 8904 Pork@ East Blvd. Tampa FL 33810 Date: March 27,2018 WARNING - Varlfy daslgn paremafers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 — /010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shoran, and Is for an lndMdual bulldlnp component, not • truss system Before use, the bustling designer must verify the applicability of design parameters and property Incorporate this design Into the overall bulldlnp design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Aciddlonal temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-09 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street. Sure 312. MexandM, VA 22314. Tampa, FL 36610 Job Truss Truss Type oty Ply Perk Sq HnVMilan-1349-8 T13610451 P1349B J4 JACK 4 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Tue Mar 27 11:27:25 2018 Page 1 ID:S OpRO5ws4l4AkYA3UNGXPzrBby-vlBgReAn KR9wOWXbYToSM5a2gBe82nTD vzv?zVIAGG 4-3-15 i 4-3-15 20 = 3-15 Scale = 1:15 4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Lrd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) -0.02 3.6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.21 Vert(CT) -0.04 3-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a fire BCDL 100 Code FBC2017frP12014 Matrix -MP Weight: 14 lb FT = 20% LUMBER- BRACING - TOP CHORD' 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-15 oc purlins BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 1 = 171 /Mechanical, 2= 1 12/Mechanical, 3=59/Mechanical Max Horz 1=59(LC 12) Max Uplift 1=-13(LC 12). 2=-44(LC 12) Max Grav 1=171(LC 1), 2=112(LC 1), 3=79(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 4-3-3 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1 60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Albani PE No.39380 MiTsk USA, Inc. FL CM 8834 6904 Parke East Blvd. Tampa FL 33810 Date: March 27,2018 WARNING - Verify design paramoters and READ NOTES ON TOWS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MITalcm connectors, This design Is based only upon parameters shown, and Is for an Individual building component, not • a buss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing or trusses and truss systems, see ANSVTPII Quality Criteria, DSB-09 and BCSI Building Component 89D4 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312. Alexandria, VA 22314. Tamps, FL 36610 Job Truss Truss Type Oty Ply Park Sq Hm/Milan-1349-B T13610452 P1349B J7 JACK 13 1 Job Reference o tional Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Tue Mar 27 11 27 26 2018 Page 1 1 D:S_OpRO5ws414AkYA3UNGXPzr8by-Nxi2e_BPIdZ9Ya5k9F917ZdeZESdtV 1 cSef7SSzWIGF 1-0-0 7-M 7-" 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Udell Lid TCLL 200 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.12 4-7 679 240 TCDL 10.0 Lumber DOL 1.25 BC 0.54 Vert(CT) 0.24 4-7 348 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 We n/a BCDL 100 Code FBC2017/TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No 2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=183/Mechanical, 2=342/0-8-0, 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. Scale = 1 ,22.9 PLATES GRIP MT20 244/190 Weight 24 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing: NOTES- 1) Wind: ASCE 7-10: Vu@=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft. L=24ft, eave=4ft, Cal. 11; Exp B; Encl , GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0. Interlor(1) 2-0-0 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) 3, 2 This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this ' document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A Albani PE No.393 0 MiTek USA, Inc. FL Cart 6834 904 Parke East Blvd. Tampa FL 33610 Date: March 27,2018 AWARNING - Verity design parameters and READ NOTES ON TWS AND INCLUDED WTEK REFERENCE PAGE 01111.7473 rev. 1"312015 BEFORE USE. Design valid for use only with MiTek® connectors This design Is based onty upon parameters shown, and Is for an Individual building component, not • a truss system Before use, the building designer must verity the applicability of design parameters and property Incorporate this design Into the overall building design Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses end truss systems, see ANSIITPI1 Quality Criteria, DSB-ae and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oly Ply Park Sci Hm/Milan-1349-B T13610453 P1349B KJ6 JACK 1 1 Job Reference (optional Mid-Florida Lumber, Bartow, FL. 2x4 = 5-11-11 8 130 s Mar 11 2018 MiTek Industries, Inc. Tue Mar 27 11 27.26 2018 Page 1 ID:S_OpRO5ws414AkYA3UNGXPzr8by-N)d2e BPIdZ7Ya5k9F719ZdfPET3tVlcSef7SSzWIGF Scale = 1.15.1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 200 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.06 3-6 >999 240 MT20 244/190 TCDL 100 Lumber DOL 1 25 BC 0.45 Vert(CT) -0.14 3-6 >511 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.01 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 18 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-D-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=243/0-11-0, 2=159/Mechanical, 3=87/Mechanical Max Horz 1=58(LC 8) Max Uplift 1=-34(LC 8), 2=55(1-C 8) Max Grav 1=243(LC 1), 2=159(LC 1), 3=111(LC 3) FORCES. (lb) - Max Comp /Max. Ten. - All forces 250 (lb) or less except when shown NOTES- 1) Wind ASCE 7-10; Vult=140mph (3-second gust) Vesd=108mph; TCDL=4.2psf; BCDL=3.Opsf; 11=151t; B=45ft; L=24ft, eave=4ft, Cal. 11; Exp B: Encl.. GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3 lb down and 11 lb up at 1-5-15. 3 lb down and 15 lb up at 1-6-1, and 3 lb down and 44 lb up at 4-3-14, and 3 lb down and 47 lb up at 4-4-0 on top chord, and 2 lb up at 1-5-15, 6 lb down and 7 lb up at 1-6-1, and 5 lb down at 4-3-14, and 7 lb down at 4-4-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (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, 3-4=-20 Concentrated Loads (lb) Vert: 9=4(F=-6, 8=2) 10=-12(F=-7, B=5) This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Albani PE No.393 D MiT9k USA, Inc. FL C@rt 6634 6904 Perk@ East Blvd. Tampa FL 33810 Date: March 27,2018 Q WARNING - Vrlfy design paramofors and READ NOTES ON TNIS AND INCLUDED MITEK REFERENCE PAGE 111II-7473 rev. 1OM312015 BEFORE USE. Design valid for use only with MITekm connectors This design Is based only upon parameters shown, and Is for an Individual building component, not e truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only Additional temporary and permanent bracing MiTek• Is atways required for stability and to prevent collapse with possible personal Injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses end truss systems, see ANSI/TPN Quality Criteria, DS849 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314 Tampa. FL 36610 Job Truss Truss Type Oty Ply Park Scl HGVMilan-1349-8 T13610454 P 1349B KJ7 JACK 4 1 b Reference (optional) Mid-Florlda Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc Tue Mar 27 11:27:27 2018 Page 1 ID:S Op RO5ws4l4AkYA3UNGXPzrBby-rSJOsKCIWxhs9lgwtzWGXnAuOepYctdmhlOg uzWIGE 1-5-0 5-2-5 9-10-13 1.5-0 5.2-5 4-8-7 Scale = 1:22.5 2x4 = 1 bx4 11 5 3x4 = LOADING (psi) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 TCDL 100 Lumber DOL 1.25 BC 0.43 BCLL 0.0 Rep Stress Ina NO WB 0.36 BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=128/Mechanical, 2=51010.11-5, 5=328/Mechanical Max Horz 2=118(LC 8) Max Uplift 4=-58(LC 8), 2=112(LC 8), 5=-51(LC 8) FORCES. (lb) -Max. Comp /Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-775/114 BOT CHORD 2-7=-160/708, 6.7=160/708 WEBS 3-7=0/275, 3-6=-769/174 DEFL. in (loc) Udef1 Ud PLATES GRIP Vert(LL) -0.03 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: 42 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing NOTES- 1) Wind ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf, h=15ft; B=45ft; L=24ft; eave=4ft, Cat Il; Exp B; Encl.. GCpi=0.18, MWFRS (directional); Lumber DOL=1 60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) 4, 5 except Qt=lb) 2=112. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3 lb down and 11 lb up at 1-6-12, 3 lb down and 11 lb up at 1-6-12, 3 lb down and 44 lb up at 4-4-12, 3 lb down and 44 lb up at 4-4-12, and 27 lb down and 77 lb up at 7-2-11, and 27 lb down and 77 lb up at 7-2-11 on top chord, and 2 lb up at 1-6-12, 2 lb up at 1-6-12, 5 lb down at 44-12, 5 lb down at 4-4-12, and 20 lb down at 7-2-11, and 20 lb down at 7-2-11 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14=60, 5-8=-20 Concentrated Loads (lb) Vert: 13=53(1`=-27, B=-27) 14=4(F=2, B=2) 15=-10(F=-5, B=-5) 16=-35(F=-17, B=17) This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Atbani PE No.393 0 61iTak USA, Inc. FL Csrt 0634 6904 Perks East Blvd. Tampa FL 33610 Date: March 27,2018 WARNING - Varlfy design ps—afars and READ NOTES ON rMS AND INCLUDED hVTEN REFERENCE PAGE MI1.7473 ray. 10103/2015 BEFORE USE. Design valid for use only with MiTekO connectors This design Is based only upon parameters shown, and Is for an individual building component, not • truss system. Before use, the building designer must vent' the applicability of design parameters and property Incorporate this design Into the overall building design, Bracing Indicated Is to prevent buckling of Individual muss web and/or chord members only. Adddlonal temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 Quality Criteria, DSB419 and BCSi Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Symbols I Numbering System IA General Safety Notes PLATE LOCATION AND ORIENTATION 3/4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0 A.. ' For 4 x 2 orientation, locate plates 0- 'ad' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20120 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 6-4-8 dimensions shown in ft-in-sixteenths Drawings not to scale) 2 3 BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERSILETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. 2012 MiTek® All Rights Reserved MM W1 0 MiTek MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSVTPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator General practice is to camber for dead load deflection. 11. Plate type, size, onentation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or puriins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or after truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSIfrPI 1 Quality Criteria. W0 0 0 Eo A O C C T- 0" I 39'- 0" I 12'- 0" T- 0" 1 oilInQ Q m m m m m m U M C 1 U U U U CJ3 J U CJ3 41 CJ5 v i N F CJ5 N J7 v J7 J7 F J7 0 J7 J7 a 0 w J7 CJ5 J7 w m w Y J7 N J cr N w 2 U CJ3 J7 p Y U u- Qcn U U CUm J7 J4 J7 J U m J4 U J7 J U N j J4 cp N co o a J4 gCJ5 CJ3C a U CJ U t0Q 11 Q CDQ O) Q O NU I7 f7 U U T? U U 14'- 4" PLT. HGT. T- 4" 46'- 4" KNEEWALL TO 11'- 4" BRG. \ I / T- 4„ 1 1 - 4" BRG. HGT. I/_> MID - FLORIDA LUMBER ACQUISITIONS BARTOW. FLORIDA NOTE: SEE ENGINEERING PROFILES FOR SPECIAL CONNECTIONS.AND NAILING SCHEDULES. ALL WALLS SHOWN ARE LOAD BEARING AT 9'- 4" UNLESS OTHERWISE NOTED. 6 - HUS26 1-PLY HGR 1349 - B IrarK square LEfii FMM rn Milan - B P1349B wA 3zrrittf Bmax RECORD COPY 5 14 D City of Sanford Building and Fire Prevention Product Approval Spe a Ic jon Form SANFFORD Permit # #1 8- 1 8 5 7 QFPAR` 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 8 Doors Series GA 185 Aluminum SH FL 17499.2 Horizontal Slider Casement Double Hun Fixed MI Windows 8 Doors Series GA 185 Alum Picture Fixed FL15349.1 Awning Pass Through Projected Mullions MI Windows 8 Doors 5764 Verical Alum Mullion FL 15353.2 Wind Breaker Dual Action Other June 2014 1 Category / Subcategory Manufacturer Product Description(including Florida Approval # decimal 3. Panel Walls Siding James Harding Bldg Products Hardie Panel FL13223.2 Soffits Aluminum Coils, Inc Coils / Soffits FL12194.1 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles IKO Industries, LTD Asphalt Shingles / Cambridge 171-7006.1 Underla ments Warrior Roofing 15 and #30 Roofing Fell FL2346.1 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofinq slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Other June 2014 Category/Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) June 2014 Florida Building Cade Online littps://www.(loridabuildiiig.org/pr/pr_app_dti.aspx?paranl=wGE VX... wP Usiness,& Professional Regulation, Y r BCIS Home I Log In I USer ReglStralbn I Hot TopkS Submit Surcharge Stals d FactS I PubOcalbns ( FBC Stan I BCIS Ste Map I Links search db, d r. {' i±'1 Product Approval i I USER: PubUC USer Product Amnoval Menu > > Auulcalon List > Application Detail FL # FL0071-RB Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufactuaer Therma-Tru Corporation Address/Phone/Email 11B Industrial Drive Edgerton, OH 43517 419)298-1740 tickw@rwbidgconsultants.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By Ryan J. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FI 8 7- RB COI_(b)_terttRcate of Independence,pdf Referenced Standard and Year (of Standard) Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM E1300 1998 ASTM E84 2000 ASTM G26 1995 TAS 201, 202, 203 1994 I of 4 4/ 15/2018, 4:47 PM 4 Florida Building Code Online https://www. tloi-idabuilding.org/pr/pr_app_dtl.aspx7param=wG E VX... 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 Eguiv (b) Eoglya nry_gf $1and r,p f Method 1 Option D 10/17/2017 10/17/2017 10/19/2017 12/12/2017 Summary of Products FL * — Model, Number or Name -[Description 8871.1— -- a. "ClasslcCraft Rustic" Series— 3'6 x 8'0 "Impact" Opaque Fiberglass Radius Top Single Door X) - Inswing or Outswing Limits of Use I Installation Instructions Approved for use In HVHZ: Yes FL8871 R8 I1 (b) Insl 887 1;pdf Approved for use outside HVHZ: Yes , Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes I Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.1 for Design Pressure Ratings by FL8871 R8 AE (b) Eval 8871.1,pdf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation Instructions. 1 8871.2 I b. "ClasslcCraft" or "ClasslcCraftRustic" Series Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8871.2 for Design Pressure Ratings by specific Model and for any other additional use limitations and Installation Instructions. 8871.3 c. "ClassicCraft" or "ClasslcCraft Rustic_' Series 1 Limits of Use i Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8871.3 for Design Pressure Ratings by specific Model and for any other additional use limitations and Installation Instructions. (For FlberC(asslc and SmoothStar sidelites, this product approval requires the use f of "J" part numbers for these sidelites, which have been stained or painted within six months of installation.) j 8871.4 -- — d. "ClasslcCraft" or "ClasslcCraft Rustic" Series Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8871.4 for Design Pressure Ratings by specific Model and for any other additional use limitations and installation Instructions. (For FlberClasslc and SmoothStar sidelites, this product approval requires the use of "J" part numbers for these sidelites, which have been 3'6 x 8'0 "Impact" Opaque Fiberglass Single Door (X) - Inswing or Outswing Installation Instructions FL8871 R8 11 (b) Inst 8871.2.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL8871 RB AE_(b) Eyal8871.2.pdf Created by Independent Third Party: Yes 3'6 x 8'0 "Impact" Opaque Fiberglass Single Door with Sidehte (OX or XO) _ Inswing or Outswing Installation Instructions FL8871 R8 II (b) Inst 8871.3.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL8871_118 AE_(b) EvaI 8871.3.pdf Created by Independent Third Party: Yes 3'6 x 8'0 "Impact" Opaque Fiberglass Single Door with Sidelites (OXO) - Inswing or Outswing Installation Instructions FL8871 R8 11 (b) Inst 8871.4.pddf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL8871 R8 AUb)Eval 8871 4,pdf Created by Independent Third Party: Yes 2 of 4 4/15/2018, 4:47 PM Florida Building Code Online https://www.floridabll ilding.org/pr/pr_app_dtl.aspx?param=wGEVX.. stained or painted within six months of installation.) I - 8871.5 e. "FiberClassic" or "SmoothStar" 3'0 x 8'0 "Impact" Opaque Fiberglass Single Door (X) - j Series Inswing or Outswing Limits of Use Installation Instructions j Approved for use in HVHZ: Yes I FL8871-R8 11_ b Inst 8871 _S.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: YesIDesignPressure: N/A Evaluation Reports Other: See INST 8871.5 for Design Pressure Ratings by FL$871 R8 AE (4)_Ev-al 8871.S.p f specific Model and for any other additional use limitations j Created by Independent Third Party: Yes i and Installation Instructions. I 18871.6 f. "FiberClassic" or "SmoothStar" 3'0 x 8'0 "Impact" Opaque Fiberglass Single Door with Series Sidellte (OX or XO) - Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL887J_R8 II-(b)In5t_6$71.6.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes I Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.6 for Design Pressure Ratings by FL6_$71 R$_A(b) EvpLljy,71.6.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 "Y' part numbers for these sidelites, which have been stained or painted within six months of Installation.) 8871.7 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 @Z1_R8 If (b) Inst_U71.7.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.7 for Design Pressure Ratings by FL 71 _6E_(b) Eval Ij$7j,7,p0f specific Model and for any other additional use limitations Created by Independent Third Party: Yes and Installation instructions. (For FiberClassic and SmoothStar sidelites, this product approval requires the use of ")" part numbers for these sidelites, which have been stained or painted within six months of Installation.) 8871.8 j h. "FiberClassic", "SmoothStar", 6'0 x 8'0 "Impact" Opaque Fiberglass Double Door (XX) - ClasslcCraft" or "ClasslcCraft Inswing 9orOutswing Rustic" Series J Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R$!I b In $ _B.Pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.8 for Design Pressure Ratings by F1L8871 RB_gE-(W_Eval e_671_0.pdf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and Installation instructions. 8871.9 ' I. "FiberClassic", "SmoothStar", 60 x 8'0 "Impact" Opaque Fiberglass Double Door with ClassicCraft" or "ClasslcCraft Sidelites (OXXO) - Inswing or Outswing Rustic" Series Limits of Use Installation Instructions Approved for use in HVHZ: Yes 1`1-8871 RF3 lI (W InlE71.9_pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.9 for Design Pressure Ratings by FL8871 R8 AE fb)_Eval 8871.9.pcIf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation Instructions. (F-or FiberClassic and SmoothStar sidelites, this product approval requires the use of "I" part numbers for these sidelites, which have been stained or painted within six months of installation.) IJ Back Nc.t 3 of4 4/15/2018, 4:47 PM Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVX... Contact us ::.2601 Btair Stone Road. 7almhassee Phone: 850-487-1024 The State of Florida Is an AA/EEO employer. CoOvAoht 2007-2013 irate df Florida.:: Prtvaar Statement :: ACCeSSIbfty Statement :: Refund Statement Under Florida taw, emal addresses are public records. If you do not want your a -mar address released In response to a publk-records request, do no send electronic mad to this entity. Instead, contact the office by phone or by traditional mail. Ir you have any questions, please contact 850.487.139S. •Pursuant to Section 455.275(1), Flonida Statutes, errectIve October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an emal address ! they have one. The emalk provided may be used for official communkatlon with the licensee. However email addresses are public record. II you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine I you are a licensee under Chatter 455, F.5 , please cttk hZM_. Product Approval Accepts: i= Credit Card Safe 4 of 4 4/15/2018, 4:47 PM THERMAITRU 0 THERMA TRU DOORS 1 19 INDUSTRIAL OR., EDGERTON, H 4351 7 SMOOTH STAR & FIBER CLASSIC FIBERGLASS SINGLE DOOR INSWING / OUTSWING GENERAL NOTES " IMPACT' I. This product has been evaluated and is v1 compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone' (HVHZ). 2. Product anchors shah be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wag dressing or stucco. 3. When used in the'HVHZ' this product complies with Section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the 'NVHZ' requiring wind 'come debris protection, this product complies wBh FBC Sections 1609.12 & R301.2.1.2 and does not require an impact resistant covering. This product meets missile level and includes Wind Zone 4 as defined in ASTM E 1996 and FBC Sections 1609.12.2 3 R3012.1.2.1. 5. For 2x stud framing construction. anchoring of these units shall be the some cis that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Oufswing configurations using coastal sill item #4 under active doors meet water infiltration requirements for "HVHZ'. 8. Inswing configurations and out swing configurations using Sill item #5 under the door do not meet the water infltrat'lon requirements for the'HVHT and shall be installed only in non -habitable areas or ai habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. TABLE OF CONTENTS SHEET# DESCRIPTION I Typical elevations, design prevures LS general notes 2 poor pone) deta ((Smooth starl 3 Door panel delals lFber classic) 4 Horttontal cross sections 5 Vertical cross sections 6 Buck and home - 2X buck masoruy comtrucfon 7 kmne anchoring - I % buck masorry consfruction 8 1 Bi3 of Mcterlals 3 Components 37.75 MAX FRAME WIDTH 36.00' MAX. PANEL WIDTH W c3m rdz a x X r P P DE, SIGN:FRESSURE (PSF) DOOR TYPE' SWING • FRAME.: _ P.OSRIVE: NEGATIVE-. DIMENSION "s INSWING 37.75" x 98.00" 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 96.50' 80.0r 80.0CLASSIC See Sheet 8 tar design pressure ImBolbm V N. T. S. M, DVS en LFS two n0. FL-8871.5 a 1 or 8 L DETAIL A -A J 00000000000000000000000000000000000000000000000000000000000 000000000000000000000000000000000c00000000000 0000000- 000..s 000000000000000000000000000000000000000000000000000000000000 DEVIL A -A Panel reinforcement EXrERIOR n INTERIOR rl-'\ HOWONTAL CROSS SECTION AIDT TYP. 4 ENUN , CORNERS OF PANEL 7 a- T @mm-m- i —qT --IEocq Ifs "L N HINGE IS EOTi RAIL 28 1 86% OPEN AREA MAX. NOTE. WOOD DOOR COMPONENTS: PINE (SG - 0.42) EXTERIOR or L% %% 7 6; 8 p o EE d INTERIOR t'2-"VERTICAL CROSS SECTION L- N.T.S. ee ows LFS rm No_- FL-8871.5 7 _2 OF _8 a 66 67 61 EXTERIOR C TT - INTERIOR 1 HORIIOMAL CROSS SECTION 3 L DETAIL A -A J 0 00000000 - 000000o00000000000000000000000000000000000000000000000000000000000000000000000000000000000000000 000000000 0 00000 00000000000000000000000000000000000000000000000000000000000a DETAIL A -A Panel relyd0rcement 9 28.86% OPEN AREA MAX. NOTE WOOD DOOR COMPONENTS: PINE (SG - 0.42) EXTERIOR Y r (A r. f y 0 O zppp m W V C a v maa m E 0lOt8] j z pd 3a INTERIOR 2 VERTICAL CROSS SECTION 3 n N.T.S. or. DWS or LFS FM wa: FL-8871.5 7_LOFJL P dg€ 6 1-1/4• Mu 0 —1 1 HORIZONTAL CROSS SECTION 4 Outrwing shown - inswing also approved INTERIOR QERIOR 4 approved- insvdng Jam'•. ii''ss c i Ea Z zm u oY 9poa g FLn Nh V h SO 0I U O OO n a 1-1/P MIN. EMB. (TYP.) e N.7.S. W.. OWS rm LFS mc MW FL-8871.5 4 or 8 EXTERIOR J`"`ff""`INTERIOR 1 VERTICAL CROSS SECTION 5 tapaweod - hs%wA g EXTERIOR INTERIOR 4 VER77CAL CROSS SECTION Inswing configuration see general notes. sheet 1 for'HVHr water IntOhation requirements EXTERIOR J"" ff""` INTERIOR 2 VERTICAL CROSS SECTION 5 Shown w/IX sub -buck EXTERIOR INTERIOR VERTICAL CROSS SECTION trsswlrg configurotlon see general rwtes, sheet I for'FMrwater Infiltration requirements 0 p* J2! A JO c n n cq INTERIOR EXTERIber o ,arrillt1l _ 1U N •: i EQ zm U Y9poarlxvmaa`m 5 10 60 E 3a b W = > V7 3 VERTICAL CROSS SECTION Cp Ouhwirg conflaurafim m ' see generd rr es, sheet I G o for WF(r water Infiltration requirements a INTERIOR EXTERIOR 6 VERTICAL CROSS SECTION 5 Oufswusg configuration see generolnofes,sheetl forlMr water infiltration requuenenis rr DINS er: LFS No.: Fl.- 8871.5 rr 5 ru 8 z C; Ito ........ >,i zL) N0 d 0, 0 TYP. HEAD & r 1 2 m 4 _11b, C* w JAMBS TYP. HEAD 56011 MASONRY MASONRY J m a: EL E OPENING OPENING JAMBS ko4z: tl FRAME Ho fq 0 2 d dOT_ I Qc) 2X BUCK--,, 2X BUCK d A XES andraalaD BUCK ANCHORING HINGE JAMB FRAME ANCHORING STRIKE JAMB Masonry 2X buck construction CONCRETE ANCHOR NOTES: I. Concrete anchor locations of the corners may be adjusted to maintain the min. edge distance to mortar joints. 2. Concrete anchor locations noted as 'MAX. ON CENTER' must be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors may be requked to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Conaefe anchor table: z -. - - _. , - I MtW-CLEARANCE.- MIN: CLEARANCEANCFfORANCHOR EMBEDMENT f&M4S10wKy_,_-_- T0-ADJA_C__EN_T- SIZE- ANCHOR` ITW 114" 1-114" r 4. TAPCONO ELCO 1/4- 4- ULTRACO No I WOOD SCREW INSTALLAHUN NUI tb: 1. Maintain a mk*num 5IB"Odge "once. ?'end distance, & I"o.c. SPOCfng Of wood screws to prevent the splitting of wood. HINGE DETAIL LATCH & DEADBOLT DETAIL Lj OS 22108 N.T.S. Irf. ows— Br. LFS r" NO-- FL-8877.5 A i Ci A A ONz Ap, TYP. HEAD lit% on z0it014 JAMBS 5 A MASONRY go Q. OPENING f Q. Lj b 17 nzCooF= FRAME —" X 15 no o 217 No iR 5 wCu I X BUCK 0 LATCH & DEADSOLT DETAIL 9! L O HINGE JAMS STRIKE JAMS CONCRETE ANCHOR N0713: 1. Concrefeanchalocalhord otthe comersmay bea*Wedtomahloln the niln FRAME ANCHOWNG Mworlry I X buck coratructIon 12 edge distarice, to malarjolnK MAX. to 12 D Q: D n 2. Concrete anchor locatiom noted asON CENTER' mug be masted g— maintafrith n*L edge distance to ma for coldiffoned concrete OrChOF3 may be required to erme the "NW. ON CENTER" dEmendon ore not exceeded. 3. Cor= ete crichor table: 12 7 NCE ANch6i — - Mill. L Cig RANCE,-, ADJACE14r- Y - Ek — — ) MASOqR!-',,— _Tqj- 12 L 16 5122108 EDGEY--- sawN. T.S. rrw 1/4- 1.114, TAPCON* HINGEWAIL 3 DWS ITW TAPCONe 311C Whr LFS No.:d tF'L-8871.5 a WOOD SCRtY/ IWTALUTION NOTES: rend distance. 1"o.C. sPOckV Of o 7 , 8wood screwstopreventthespillingofwoodv BILL OF MATERIALS ITEM DESCRIPTION MATERIAL A 1 X BUCK SG >= 0.55 WOOD B 2X BUCK SG >= 0-M WOOD C MAX 1 /4" SHIM SPACE WOOD D 1 /4" X 2.3/4' PFH ELCO OR ITW CONCRETE SCREW STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI301ORHOLLOWBLOCKCONFORMINGTOASTMC90 CONCRETE G 3/16" X 3-1/4" PFH ITW CONCRETE SCREW SQL J 1 /4" X 3-3/4 PFH ITW CONCRETE SCREW STEEL L 10 X 2-1 /2' PFH WOOD SCREW 11.1 S' MIN. EMBEDMENT STEEL 1 INSWING ADJUSTABLE THRESHOLD (LS300AJ) ALUM./WOOD 2 INSWING THRESHOLD JMWHP5 ALUM./COMP. 3 INSWING SELF ADJUST THERMAL BREAK THRESHOLD (ISP30M) ALUM./COMP. 4 OUTSWING COASTAL THRESHOLD ALUM./WOOD 5 OUTSWING STANDARD THRESHOLD ALUM./WOOD 6 INSWING THRESHOLD ALUM./COMP. 7 DOOR BOTTOM SWEEP VINYL 8 JAMB PINE SG >= 0.42 WOOD 9 JAMB O SG>=0.42 WOOD 10 WEATHERSTRIP FOAM 11 HINGE STEEL 12 10 X 3/4" PFH SCREW STEE 13 9 X 3" PFH WOOD SCREW Sim 14 LATCH STRIKE PLATE STEEL 15 SECURITY STRIKE PLATE STEEL 16 8 X 2-1 /T PFH SCREW STEEL 17 8 X 3/4" PFH SCREW STEEL 18 KWIKSEf SERIES PASSAGE LOCK STEEL 19 KWIKSET SERIES DEADBOLT 660 STEEL 40 SMOOTH STAR DOOR - SEE DOOR PANEL DETAIL SHEEP FOR DETAILS 41 DOOR SKIN 0.07T THK. SMOOTH STAR Fy = 6,000 PSI MIN. FIBERGLASS 42 TOP RAIL SMOOTH STAR COMP. 43 LOCK STILE SMOOTH STAR WOOD/WL 44 HINGE STILE SMOOTH STAR WOOD 45 BOTTOM RAIL SMOOTH STAR COMP. 46 PANEL REINFORCEMENT 0.023" THK. SMOOTH STAR STEEL 47 FOAM CORE POLYURETHANE 60 FIBER CLASSIC DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS 61 DOOR SKIN 0.137' THK. FIBER CLASSIC = 6.0D0 PSI MIN. FIBERGLASS 62 TOP RAIL HBER CLASSIC COMP. 63 LOCK STILE FIBER CLASSIC WOODAVL 64 HINGE STILE [FIBER CLASSIC) WOOD 65 BOTTOM RAIL FIBER CLASSIC COMP. 66 PANEL REINFORCEMENT 0.023' THK, FIBER CLASSIC STEEL 61 FOAM CORE POLYURETHANE 9 e HEAD d SIDE Jamb SJ3T 3 THWHOLD Insw V selladlusl 5.75 14 0r i s THREseolDOulswugstorword N N Lp -gi nn n r• GO in s onn°'I U N Oe 2 i Z uaE 9 cw p 0 a. mdam LL Z 3a 5J17 15 I 1 p zz Z-\ THRESHOLD Inswing od0stable I 4 THRE HOID Ouhwug coastal 6 w.yN—C cuE N.T.S. R OLD DnC. DWS tcwing ox er LFS MAX. DESIGN PRESSURE _ +/- 50 PSF °" 4"" N0' FL-8871.5 Florida Building Code Online https://www. tloridabui lding.org/pr/pr_app_dtl.aspx?param=wGEVX... IE SOO' ^ t e icrY BCIS Home I Log In i User Registration Hot Topics I Submt Surcharge ; Stets 8 Facts Publications FBC Stan I Bcls site map I Links I Search bpr 1 e11 ProductApproval E d USER: Public Usery Product A417LOYilLCGlu > Prtxfu or Appllgrlbll.SidrStl > APP1Ka_I9L4sl > Application Detail FL # FL15332-R4 Application 'Type Revision Code Version 2017 Application Status Approved Comments Archlved Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717)365-3300 ExL2560 bsitlinger@miwd.com Authorized Signature Brent Sltlinger bsitlinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Luis Roberto Lomas the Evaluation Report Florida License PE-62514 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Steven M. Urlch, PE Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Validation Checklist - Hardcopy Received F115337 R4 COI FPCOl.pdf Standard AAMA/WDMA/CSA 101/I.S.2/A440 Year 2008 I of 4/15/2018, 5:03 PM Florida Building Code Online https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVX... Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 08/11/2017 08/13/2017 08/15/2017 10/10/2017 FL +k Model, Number or Name Descriptlon _ — 15332.1 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OXO 145-3/4"x80" NON - REINFORCED i Limits of Use -- i Installation Instructions ------- -- - -- Approved for use in HVHZ: No FL15332 R4 II 08-00500E.p f i iApproved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No I Created by independent Thlyd Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN ( FL15}3Z-94 AE 5- Q7_Q-.P f PRESSURE RATINGS_ - A -- I Created by Independent Third Party: Yes - - — 15332.2 1 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 15332.3 SERIES 420 ALUMINUM SGD REINFORCED Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS 15332.4 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 15332.5 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD OX, XO, XX 96"x80" NON - REINFORCED Installation Instructions FL75332 R4 II O8 00498E.odf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports E,L15332 R4 AE 510805D.od Created by Independent Third Party: Yes SERIES 420 ALUMINUM SGD REINFORCED OXC 145-3/4"x96" Installation Instructions FL15332_R4JLOB A- 2299-C.ndJ Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FJ"123234-AE-5139-65-(:, zdf Created by Independent Third Party: Yes SERIES 420 ALUMINUM SGD REINFORCED OX, 96"x96" XO, XX Installation Instructions -- - -- — - FL15332 R4 11 08-02249C pdf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports EJ,15332 R4 AE-112969C.Dd Created by Independent Third Party: Yes SERIES 420 ALUMINUM SGD REINFORCED XXX 143"x96" Limits of Use Installation Instructions -- Approved for use in HVHZ; No FLIUM—R4 II OB.QJ250C.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 FL 5332 R4 AE 51297QO,pSIf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.E SERIES 420 REINFORCED SERIES 420 REINFORCED ALUMINUM SGD OX, XO, XX ALUMINUM SGD 96"x96" Limits of Use -- 1-----',--' --.- Installation Instructions----- -----•-_• Approved for use In HVHZ: No U53 4 fI 08-0 .499E.u Jf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes 2 of 3 4/15/2018, 5:03 PM Florida Building Code Online https://www. fl ondabtii Id iiig. org/pr/pi--app_dtl.aspx?param=wG E VX.., Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN E1.3.5332 R4 AE 51Q806D_pdf PRESSURE RATINGS Created by Independent Third Party: Yes 15332. 7 SERIES 420 REINFORCED SERIES 420 REINFORCED ALUMINUM SGD OXO 146"x96 ALUMINUM SGD Limits of Use Installation Instructions Approved for use in HVHZ: No EL35332 R4 I! Q8=00501E_pdf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R4 AE_510808D.pdf PRESSURE RATINGS Created by Independent Third Party: Yes 15332. 8 I SERIES 430/440 ALUMINUM SGD SERIES 430/440 ALUMINUM SGD XXX 143"x80" NON - REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No Lj$332 R4 11 Q$_OQ5_02E_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 ELW3_2_3_4 AF_5IRAM.pdf PRESSURE RATINGS Created by Independent Third Party: Yes 15332. 9 SERIES 430/440 REINFORCED l SERIES 430/440 REINFORCED ALUMINUM SGD XXX ALUMINUM SGD 143"x96" Limits of Use I Installation Instructions Approved for use In HVHZ: No Fyly g}2_R4_I[ 0@=OQO E Adf 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 FLj_5332 R4 AE 51081QQ-Pc f PRESSURE RATINGS Created by Independent Third Party: Yes flack Next Cont6t: LU5 :: 2601 )jalr Stone Road, Tallahassee F, 32399 Ptpne: 850.487-1824 The Slate of Florida Ls an AA/EEO employer. QjrLWht.2QQ7_%013$1a1g9f Flor" :: ErRa .v-Statei3int :: AGrAsilb- ty-Staterne it :: ReWil «'temrnt Under Florida law, emall addresses are pubic records. U you do riot want your e-mall address released In response to a public -records request, do not send electrons mail to this entity. Instead, contact the office by phone or by trad4fonal mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455. 275(1), Florida Statutes, effective October 1. 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an emal address If they have one. The emails provded may be used for oftk0l communication with the Ikersee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please tick hete.. Product Approval Accepts: rn © ELMER iChct Credit Card Safe 3 of 3 4/15/2018, 5:03 PM NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL- EXTRUDED ALUMINUM 6063-T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 8. 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 DO NOT REQUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO = OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16• TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4• MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE #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). D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063-T5 .048• THICK MINIMUM 15. APPROVED CONFIGURATIONS: OX, XO, XX, XP, PX, XIP, PIX TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 NOTES 2 - 3 ELEVATIONS 4 - 10 INSTALLATION DETAILS REVISIONS OESCR f10N DATE APPROVM ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L REVISED INSTALLATION DETAILS 08/03/15 R.L REVISED INSTALLATION DETAILS 06/21/17 R.L. SIGNED: 0612112017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET 11111L11/rr 5 Vt • LO GRATZ, PA 17030 GENSF •J+'-- Oy625 * = SERIES 420 SGD REINFORCED WITHOUT ADAPTER NOTES 1t0•• $TAT OF o • • O R 10?' • •\\ i S ONALIEaG`\ OPAW. ONG NO. REv V.L 08-02249 C Luis R. Lomas P.E. FL No.: 62514 NITS 10/30/13 021 OF 10 L ROBERTO LOMAS PE 74M WDODFORD RD LEWISVILLE. NC 27Q23 43" 98-0609 db a;twft i spc. A I F) HI 6' MAX 96" MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART #3 FOR NUMBER OF LOCATIONS REQUIRED 17' MAX r O.C. 6" MAX 17" MAX O.C. 16" LAX AME IGHT I 6' MAX 6' MAX SERIES 420 SGD REINFORCED WITHOUT ADAPTER EXTERIOR VIEW DESIGN PRESSURE RA 77NG IMPACT RATING 35.OPSF NONE SEE CHARTS Rf AND 92 FOR OTHER UNITS RATINGS NOTES: I MAXIMUM PANEL SIZE: 43 1/2'x 95' 2. MAXIMUM D. L 0.. 44 5.8' x 90 &3' HARDWARE SCHEDULE FLAT MOUNTED HANDLE SET (99-04.145) AT 38 314- ON CENTER FROM PANEL BOTTOM METALLIC TANDEM ROLLERS (99-17-195) AT EACH END OF PANEL BOTTOM RAILS JMaNUM 8083-T8 REINFORCFh1ENT (flea) AT ALL PANEL INTERLOCKS REw61DtS DEScltFnON DATE APPROVED ADDED FLANGE AND FIN INSTALLATION IVIOI13 R.L. REVISED INSTALLATION DETAILS 08/03/15 R.L. REVISED INSTALLATION DETAILS 06/21/17 R.L. CHART PI WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. CFr AIr1Tr a cur: T r Design presure chart (p4 Frame Sroe Pand and Total Fralre VAdth (n) Hopht 30.0 36.0 120 48.0( ni aaoo 7200 84.00 98.00 Pas I Nag Pos I Neg Pas Nag BAD 40.0 58.4 40.0 SD9 40.0 42.0 8&0 40.0 552 a0.0 4&0 E40.45.7 39.4 394 920 40.0 52a 40.0 45.4 37.1 371 9&0 4p.0 49,8 40.0 43.1 350 350 CHART A'2 WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED. SEE NOTE 9 SHEET 1 Design pressure chart (psi/ Fra11e Snple Fend and Total Frame Width In) H ' ht 30.0 3&0 420 48.0 Qa 7200 4.00 90.00 Pos Nag Pos Nap Pos Nag Pos Nag 84.0 58.4 58.4 50.9 50.9 45.7 45.7 42.0 420 8&0 55.2 55.2 48.0 4&0 430 11 39.4 39.4 920 52.4 524 45.4 45,4 408 40.8 37.1 371 96.0 49.8 49.8 43.1 43.1 384 3&4 350 350 CHART43 Number of anchor locations required Frame Sn91a Pdrxl and Total Frame VNdth n) Hdpht in) 30,0 340 420 48.0 80.0 77.0 84.0 9Q0 HdS I Jamb H&S Jamb I H&S I Jamb H&S Jamb 84.0 4 6 5 6 6 8 8 8 88.0 4 6 5 a a 8 8 8 920 4 6 5 8 a a 8 8 98.0 4 8 5 8 8 8 8 6 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" X 96" ELEVATION DRAWN: OWC NO R V.L. 08-02249 S" NTS I DATE 10/30/13 s'M2 OF 10 L, ROBERTO LOTUS P E. 1432 WOODFORD RD LEWISVILLE, NC 27023 434-068-0609 rfio."vb*=jp@ cam SIGNED: 0612112017 119 I !L lo/2i///i ter SgAp 0 51 *' 14 WZ0' PE`' 0 R10P • 4 Luis R. Lomas P.E. FL No.: 62514 S N FR HE 96" MAX FRAME WIDTH 1) ANCHOR PER LOCATION AT HEAD & JAMBS SEE CHART #4 FOR NUMBER OF LOCATIONS REQUIRED rr 17" 6' MAX MAX I 6' MAX 6" MAX 17' MAX O.C. 6' _- 4X WE CHT 6" MAX 1 2) ANCHORS PER LOCATION SERIES 420 SGD REINFORCED WITHOUT ADAPTER AT SILL EXTERIOR VIEW SEE CHART M4 FOR NUMBER OF LOCATIONS DESIGN PRESSURE RA TING IM.PACTRA77NG REQUIRED t35.OPSF NONE SEE CHARTS NI AND #2 SHEET 2 FOR OTHER UNITS RATINGS HARDWARE SCHEDULE FLAT MOUNTED HANDLE SET (99.04.145) AT 38 314" ON CENTER FROM PANEL BOTTOM METALLIC TANDEM ROLLERS (99-17.195) AT EACH END OF PANEL BOTTOM RAILS JMJNUM6063-T6 REINFORCEMENT (668) AT ALL PANEL INTERLOCKS REVISMS REV DESCRFMON DATE APPROVED A ADDED FLANGE AND FIN tNSTALLAT10N 12/10/13 R.L. B REVISED INSTALLATION DETAILS 08/03/15 R.L. C REVISED INSTALLATION DETAILS 06/21/17 R L NOTES: 7. MAXIMUM PANEL SIZE: 46 I? x 95' 2. MAXIMUM D.LO.: 44 518" x HO S8' CHARTF4 Number otanchor locations required Single Panel and Total Unr, 1Ndln (in) Hepnt n) 30.0 36.0 Ii.O 46.0 60.0 7ZO 84.0 96X HAS Jamb HAS Jamb H6S I Jamb HAS Jamb SCO 4 1 6 5 6 6 6 6 6 6d. 0L Lt 5 6 6 6 6 6 Di.O 5 6 6 6 6 6 D8.0 5 0 1 6 8 6 8 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" X 96" FIN ELEVATION MVIN: OWC NO. REV V.L. 08-02249 C swt NTS °ATE 10/30/13 —3 OF 10 L ROHER70LOUASAF 1432 WOWFORD RO LEWISVILLE, NC 27023 434-M-0609 dWnaS@W0=Spa.MR1 SIGNED: 0612112017 1R 11tIo. ccOTATEOF ;w Luis R. Lomas P.E. FL No.: 62514 1 /2' MIN. EDGE DISTANCE I 1 3/8" MIN. WOOD FRAMING OR 2X BUCK EMBEDMENT BY OTHERS MAX. SHIM SPACE 10 WOOD SCREW 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR 11 11 11 11 INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK IIVSTALL.A77ON 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 SILL TO BE SET IN 4 BED OF APPROVED SEALANT MIN J IENT 41N. LIJ c uroTANCE REVISIONS DES01IPa0N DATE APPROVED ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. REVISED INSTALLATION DETAILS 08/03/15 R.L. REVISED INSTALLATION DETAILS 06/21/17 R.L 1 3/8" MIN. 1/4' MAX EMBEDMENT SHIM SPACEF I INTERIOR 1/2" MIN. EDGE DISTANCE s 1= l _IIUI 10 RED EXTE. SCREW WOOD FRAMING JAMB INSTALLATION DETAIL OR 2X BUCK WOOD FRAMING OR2XBUCK INSTALLITION BY OTHERS SIGNED: 0612112017 MI WINDOWS ANDLLC DETDOORS11LI0 WIN S R GRATZ. PA 17030 r •GENSt 9iP O- S951 *` SERIES420SGDREINFORCEDWITHOUTADAPTER9TA X 9O O yLty/ Vim` FRAMEINSTALLATIONDETAILSO0``• 66TATE OF mow i FS . [ 0 R M G\• ORAwN. DIvO No. REV OS C s/HAl1E Luis R. Lomas P.E. FL No.: 62514 9rEE1249 S"' E NTS DATE 10/30/13 OF 10 L ROBERTO LOANS P.E 7t3261UODFORD RD LEN7SVUE NC 27023 A34- 6890609 raw asQHanapt cam METAL STRUCTURE BY OTHERS 1/2' MIN. j EDGE DISTANCE 1/4' MAX. r SHIM SPACE 10 SMS OR SELF DRILLING SCREW EXTERIOR II I 1111 INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1/2' MIN. EDGE DISTANCE I 110 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS 1 /A' MAX. SHIM SPACE REvmORs DESCRvnom DATE A PM D ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. REVISED INSTAlATION DETAILS 08/03/15 R.L. REVISED INSTALLATION DETAILS 06/21/17 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 06212017 MI LLCWINDOWSAWEST5R!ILLO i i650RDEDOOR GRATZ, PA 17030 GENS 9s+' o b 25 * - SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" X 9 INSTALLATION DETAILS 9 cc O,• TAT OF Qz i'nt [OR10Q • ' S/oiilAi ORWW.o,c No. 7 RLv 08 C S!S \\`\ Luis R. Lomas P.E. FL No.: 62514 LENTS °` 10/3 `59 OF 10 L R08ERTOLOIIASRE 14V WOODFORD AD LEW75VILLE NC 27027 1-U.M.009 , z,yb ,sue , 1 1/2" MIN 1" MIN. SEPARATION EDGE DISTANCE F 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 II II II II INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT y 1 1/4" MIN. EMBEDMENT Q' 2 7/8" MIN 1- MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEWASONRY WSTALLATION DNS DESCF6nM DATE APPROVED ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. REVISED INSTALLATION DETAILS 08/03/15 R.L. REVISED INSTALLATION DETAILS 06/21/17 R.L. 1 1/4- MIN EMBEDMENT j J 1/4' MAX. 1- I SHIM SPACE MIN. • INTERIOR EDGE DISTANCE 3" MIN SEPARATION 9 3/I6' TAPCON EXTERIOR — CONCRETE/MASONRY BY OTHERS JAMB INSTALLATION DETAIL CONCRET E'MASONRY INSTALLATION OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED INACCORDANCE WITH ASTM E2112 SIGNED: 0612112017 ANDDOORSLLC MIWINDOWS650Rll 0 WEST STREET J\S E NSF GRATZ, PA 17030 G 9d+ SERIES 420 SGD REINFORCED WITHOUT ADAPTER Z *• 0, R5 96" X 96" FRAME INSTALLATION DETAILS STATE OF DNUKN: 07G Ro. REv PF • 'Q! 0 R IDP • : OS- 02249 C ii sS/ONA1`EI G\` scut GATE NTS10/30/13 6 OF 10 L ROBERTO LOM6AS P.E. Luis R. Lomas P.E. I4= W7OOFOR0ROLEWISVILLE,NC27M FL No.: 62514 13, Gd8-0i609 +Aortvs®Mbrn can 1/2' MIN. EDGE DISTANCE WOOD FRAMING 1 3/8' MIN. OR 2X SUCK EMBEDMENT BY OTHERS 1 /4' MAX. SHIM SPACE 10 WOOD SCREWS EXTERIOR lLJJ U--U INTERIOR TO BE SET IN OF 3VED SEALANT a10 WOOD SCREW WOOD FRAMING OR 2X BUCH BY OTHER MIN. RENT CUISG VI>1 W.0 VERTICAL CROSS SECTION WOOD FRAMING OR 2X SUCK WSTALLA77CIV NOTES' 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1 3/8' MIN. EMBEDMENT 1 1/2' MIN. EDGE DISTANCE 10 WOOD SCREWS WOOD FRAMING OR 2X BUCK BY OTHERS Rcraors DESCRPn7N DATE APPROVED ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. REVISED INSTALLATION DEGIILS 05/03/15 R.L. REVISED INSTALLATION DETAILS 06/21/17 R.L. 1/4' MAX. SHIM SPACE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2Y. BUCK INSTALLATION SIGNED: 0&21/2017 MI WINDOWS AND DOORS LLC IlLu/, 650 WEST MARKET STREET tit J\? . • %N 41 GRATZ• PA 17030 G SF -Lp ,_ Dy6 5'3xSERIES420SGDREINFORCEDWITHOUTADAPTER 96' X 96" tk s,07 FLANGE INSTALLATION DETAILS TATE OF ; o, - 0' OF • 'c[ O RI'Dt • ,i: DRUM. Dec „D. REV 08-02249 C JSi%NA `4EaG Luis R. Lomas P.E. suu aTENTS 10/30/13 7 OF 10 L ROBERTO LOMAS RE 1432 NOFORD RD LEMSVILI.l; NC 27023OD 434-M-0609 NumaStDkbmtwe FL No.: 62514 1/2" MIN. j EDGE DISTANCE METAL STRUCTURE 13Y OTHERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WFFH ASTM E2112 1 /4" MAX. SHIM SPACE 10 SMS OR SELF DRILLING SCREW INTERIOR L TO BE SET IN BED OF PROVED SEALANT L 1/2" MIN. EDGE DISTANC 110 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS w— REVGDNS REV DESCRpnoN 617E APPROVED A ADDED FLANGE AND FIN INSTALLATION 12/10/I3 R.L B REVISED INSTALLATION DETAILS 08/03/15 R L C REVISED INSTALLATION DETAILS 06/21/17 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 0612112017 MI OQR LLCOWSDOORS 11R111L O650DWESTMARDEErS GRATZ, PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER o-Q51 t= 96" X FLANGE INSTALLATION DETAILS O; S lTAT OF DRAW. orc No. REV OF• CORI V.L 08 502 49 C jsi%QNA;G\\ 617Est'LENTS 10/30/13 8 OF 10 L ROBERTO LOIfAS P.E 1a32 WOODFORD RD LEWLSV6IE NC 2= 436-E2E-0609 rllo 4l&n&v* m LuI5 R. Lomas P.E. FL No.: 62514 1 1/2' MIN. 1' MIN. { SEPARATION EDGE DISTANCE f 1 1/4MIN. 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 H [A INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT 1 1/4' MIN. EMBEDMENT a I 2 7/6' MIN. 1" MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETE/ MASONRY INSTALLATION REVr" S DESCRlKM DATE APPROVED ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. REVISED INSTALLATION DETAILS 08/03/15 R.L. REVISED INSTALLATION DETAILS 06/21/17 R.L. 1 1/4" MIN. EMBEDMENT 1/ 4' MAX. r SHIM SPACE INTERIOR MIN. EDGE DISTANCE 3• MIN. El i SEPARATION IL 3/ 16' TAPCON EXTERIOR - i2 4L CONCRETE/ MASONRY JAMB INSTALLATION DETAIL BY OTHERS CONCRETEIMASONRYINSTALLATION OPTIONAL IX BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES: 1. INTERIOR AND EX IERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WI I H ASTM 62112 SIGNED: 0612112017 MI WINDOWS AND DOORS LLC IICo/,, 650WESTMARKETSTREET51RJ\ GRATZ, PA 17030 v••GENSFgJ+ SERIES 420 SGO REINFORCED WITHOUT ADAPTER 0, 6y 5 96" X 96" FLANGE INSTALLATION DETAILS STATE OF ; i Rtv ixlip 0RI p' G` OR1Wrc oxcNO. OS99 0224 CZ//S'ONA`1Ea\\ scuF NTSo`er 10/30/13 OF 10 L ROBERTO LOMAS P.E. 1t32 WOODFORD RD LEVVISVILLE. NC 27= Luis R. Lomas P.E. FL No.: 62514 CU-M-0009 r1,1xru5 Ybmt.co+n WOOD FRAMING BY OTHERS 1 1/4" MIN. EMBEDMENT APPROVED SEALANT BEHIND FIN ya WOOD SCREW APPROVED SEALANT BEHIND FIN 88 WOOD SCREW 1/4" MAX S1,IM SPACE 7/16 MIN EDGE DISTANCE 7/16' MIN J EDGE DISTANCE II I EXTERIOR JAMB INSTALLATION DETAIL WOOD FRMIING OR 2X BUCK INSTALLATION WOOD FRAMING BY OTHERS 1 /4' MAX. SHIM SPACE r INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION FOR SILL INSTALLATION SEE SHEETS 4.9 REVISMS REV DEWRIPIIDN GTE APPROVED A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L B REVISED INSTALLATION OETNLS 08/03/15 R.L. C REVISED INSTALLATION OCIA1LS 06/21/17 R.L. 1 5/8' MIN. EDGE DIST. TRIM a 1 1/4' MIN. INTERIOR EMBEDMENT MASONRY/CONCRETE BY OTHERS 1X BUCK BY OTHERS. HOOK STRIP 1X BUCK TO BE PROPERLY SECURED r 3/16' EXTERIOR a --- PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRYICONCRETE 1/2" MIN. METAL STRUCTURE 1/2' MIN. EDGE BY OTHERS EDGE DISTANCE DISTANCE TRIM INTERIOR TRIM INTERIOR 1 3/8' MIN. EMBEDMENT T HOOK STRIP I '10 SELF DRILLING HOOK STRIP ' SCREW S10 WOOD PANEL SCREW EXTERIOR INTERLOCK EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION METAL S I HUCTURE HOOK STRIP INSTALLATION SIGNED: 0612112017 2X BUCKIWOOD FRAMING 11 IMI 650DWSS MARKETAND OSTOREETRS LLC GRATZ, PA 17030 L0 GENS 9s' SERIES 420 SGD REINFORCED WITHOUT ADAPTER Dy61261 * — 96" X 96" NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BYOTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE NAILFIN do HOOK IMSTALLATION DETAILS o,• TAUOF ; Q F•' cCOR10P' s/•'"' C G\ 0/NA11\\ Dru. n V. L. ITRG w. 08- 02249 1tEY C 5WE DATE SHEET NTS10/30/13 10 OF 10 DESIGNED IN ACCORDANCE WITH ASTM E2112 Luis R. Lomas P.E. FL No.: 62514Ak L ROBERTO LOWS P.E. lA. VV,=FORDRDLEExuvaLENC27= A3, rf p* ,. Florida Building Code Online https://www.tloridabui (ding.org/pr/pr_app_dti.aspx?param=wG EV X... 1 -1 - 0i Business •Professional Regulation rc m i mr a BCIS Home I Log In 1 User Registration I Hot Topics I Sulynit Surcharge I Slats S Facts I PubWatons I FBC SLafr I BCLS Site Map j Links I Search Florida Ir i Product Approval I tV w USER: pub5c UW Product Aooroval Menu > Pmtlur_t nr Anpr atlo rc > AgUkd a 1 kt > Applkation DetaE FL # FL15279-RS Application Type Revision Code Version 2017 Application Status Approved Comments reapply 11/28/17 Archived , i Product Manufacturer Clopay Building Products Company Address/Phone/Email 8585 Duke Blvd. Mason, OH 45040 513)770-6062 mwesterfield@clopay.com Authorized Signature Scott Hamilton shamilton@clopay.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency Intertek Testing Services NA, Inc. Validated By Gary Pfuehler Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year ANSI/DASMA108 2005 ANSI/DASMA 115 2005 ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 Equivalence of Product Standards Certified By Florida Ucensed Professional Engineer or Architect FL15279 R5 Eguiv 20170809 - FBC - DASMA 1008 a glv.Qdf FL15279 R5 Eouly 2017n809 - FBC - DASMA 115 equiv_pddf 1 of 7 4/ 15/2018, 5:17 PM Florida Building Code Onlinc https://www. floridabu i Id iiig.org/pr/pi_appjtl.aspx?param=wGEVX..., Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Go to Page AFL# 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 Limps 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 1609.1.4 FBC). IS279.2 002 W3-09 DSIE-1A471: GD1SP, GR1SP, GD1LP, GR1LP, AR1SP, AR1LP, ED1SP, ED1LP, 4132, 2132, 6132, SFC38, MFC38 Method 1 Option A 08/10/2017 11/29/2017 12/05/2017 d) 0 Page l/80 0 Model, Number or Name 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 f L15279 PSC CAS Lgtteywj__p _Q_ 9fSQBtf @IlSL pLQ9f o nS - tlon_pdf EW_279_R5_.0SAC W3 Llstlng_Intertek.pdf Quality Assurance Contract Expiration Date 05/ 21/2028 Installation Instructions FLS. S_2J9 R5_11_L4165_5_- ReyA2AxE 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 Limits of Use ( Certification Agency Certificate Approved for use in HVHZ: No FL15ZZ9 R5 C ,ACCLg_tethproof of contract psLptoof Approved for use outside HVHZ: Yes pfJupe1*o P_1f Impact Resistant: N/A FLl57Z9 R5 C CAC W3 Listing lntertd-Of Design Pressure: + 20 PSF/-21 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product 05121/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the Impact resistant requirement for FL152Z9-R5-11-1039-5-2:Rey[ U.Rdf windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. comply with the Impact resistant requirement for windborne Created by Independent Third Party: debris regions (ref 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: 15279. 3 003 W3-09 DSIU- 1A171: 91130, Double -skin Insulated PUR (exterior skin 27 ga. min.; 9131, 9133, HDP13, HDPFt3, Interior skin 27 ga. min.) Single -Car (up to 9'0" wide) HDPL13, 7130, 7131, 7133, 8130, WINDCODEO W3 Garage Door 8131,8133 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 RS C CAC Letter with proof of contract pnd p(oof Approved for use outside HVHZ: Yes of InspeGRdf Impact Resistant: N/A FL15279 RS C CAC W3 Llsting Intertek.pdf 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 II 104175-RevOl pdf wlndborne debris regions. The productwithout 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 (9'2" 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 I'M Florida Building Code Online https:/hvww. floridabuilding.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: +20 PSF/-21 PSF Otherr The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the Impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the Impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 15279.5 - - 005 W3-16 DSIE-1A471: GD1SP, GR1SP, GD1LP, GR1LP, AR1SP, AR1LP, ED1SP, 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 wlndborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 15279.E 006 W3-16 DSIU-1A171: 9130, 9131, 9133, HDP13, HDPF13, HDPL13, 7130, 7131, 7133, 8130, 813], 8133 Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-21 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the Impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). Certification Agency Certificate FL15279 RS C CAC Letter with proof of contract and ersof of lnsggs4)121.g4f FL15279 R5 C_ CAC_W3 Listing Inteq_e.1{-dj Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R5 II 101U0-Rev13.pdf 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 EL152J9 RS C CAC Lettgr wlth_iro4f of Cpgtract an __prpQf of insps.ction.pdf FLIS279 115 C CAC W3 Listing Intertek. Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279-JR5 1L.104028 Rev01,pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Double -skin Insulated PUR (exterior skin 27 ga. min.; interior skin 27 ga. min.) Double -Car (9'2' to 16'0" wide) WINDCODE© W3 Garage Door Certification Agency Certificate - - - --- - L1 j279 R5C (;AC_Letter with oroo f contract and proof 9fJ f l;i RES tLQrl . R51f FL] 279 RS C CAC W3 Listing Intgr ek•pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FI-15279 R5 11 I04.168-RevOt,.o.f Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.7 007 W3-16 PAN-2F153: 73, I500, Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'0' wide) 75, 190, 84A, 94, 42, 48, 55, 42B, WINDCODEp W3 Garage Door 48B, 555, 411ST, 6RST, 4RSF, 6RSF Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-21 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the Impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the Impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 15279.8 008 W4-09 DSiE-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 ir ct02f-gLontrgstand rtragf Q nseectgn.l2Gf FL) 2Z RS S._A W_idSt109 IOkertQi4P_df Quality Assurance Contract Expiration Date 05/ 21/2028 Installation Instructions FL15279 P 5 If 1013p8-Rev12,p-d-f Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 2" Double skin Insulated EPS (exterior skin 27 ga. min ; Interior skin 27 ga. min.) Single -Car (up to 9'0" wide) WINDCODEe W4 Garage Door Certlflcatlon Agency Certificate FL1S J R C_C¢ Lettgr with proof 41S9atrcSk_0pd.pL4of aLia, spection.od FLIS279 R5 C CAC V1fIntertek_p f Quality Assurance Contract Expiration Date 05/21/ 2028 3 of 7 4/15/2018, 5:17 PM Florida Building Code Online https://www. flori dabu ild ing.org/pr/pr_app_dt I.aspx?param=wG EVX... meets the wind load requirements of the building code but i Installation Instructions DOES NOT meet the impact resistant requirement for I FL15279 RS 11 101652-B-Rev1Lpdf 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: 152.79.9 1009 W4-09 DSIE-1F471: GD2SP, Gallery/ArLisLry/Expressions: 2" Double -skin Insulated EPS GR2SP, GD2LP, GR2LP, A112SP, (exterior skin 27 ga. min.; interior skin 27 ga. min.) Single- AR2LP, ED25P, ED2LP, 4302, HDGC, Car (up to 9'0" wide) WINDCODE& W4 Garage Door 6202, SFC68, MFC68 Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +28 PSF/-79 PSF Other: The standard glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. 15279.10 010 W4-09 DS1U-11`171: 9200, 9201, 9203, HDP20, HDPF20, HDPL20, 7200, 7201, 7203, 820U, 8201, 8203 Certification Agency Certificate FL15279 RS C_ CAC Letter with proof of contract and pro of Inspectlon. FL15_z79Rt5 C CAC_W4 LJ5ting_Inter[ek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions I_L15279_R5_11 l O 3969_B: Rev-02. pd f Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Double -skin Insulated PUR (exterior skin 27 ga. min.; interior skin 27 ga. min.) Single -Car (up to 9'0" wide) WINDCODE@ W4 Garage Door Limits of Use _ I Certification Agency Certificate Approved for use in HVHZ: No FL15L79 R5 C CAC_Letter with proof_of contract and proof Approved for use outside HVHZ: Yes of inSpection.pdf Impact Resistant: N/A 577 R$ (;AC W4 ISSIngjntert Igs-a 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 L35279 RS li 104L83_RevOl.pof j 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 ReportsICreatedbyIndependent Third Party: 15279.11 Olt W4-09 DSIUO-IK479: Canyon Double Skin Insulated PUR (exterior skin 27 ga. min.; I Ridge/Brookstone I Interior skin 27ga. min.) with Overlay Single -Car (up to 9'0" wide) WINDCODE@ W4 Garage Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FLl$Z-9 95CCAC4etteL"Lltli_pj09fOLG4IItfa_tt_and_Df00f Approved for use outside HVHZ: Yes I of I-n5pectim.p_df Impact Resistant: N/A EL15279_R5C CAC W4-Listing_intertek.pdf Design Pressure: +28 PSF/-29 PSF I Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the Impact resistant requirement for FL15279R5 11_1 4456 RgvOl.pdf wlndborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. comply with the Impact resistant requirement for windborne Created by Independent Third Party: debris regions (ref 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: 15279. 12 012 W4-09 PAN-21`151: 73, 1500, 75, 190, 84A, 94, 76, 42, 48, 55, 42B, 48B, 55S, 4RST, 611ST, 4RSF, 6RSF, 211ST, GD5S, GD5SV, GR55, GRSSV, ARSS, AR5SV, ED5S, ED5SV Limits of Use - -- - --- --- - -.- - _-- - Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25 PSF/-32 PSF Other: The standard glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the Impact resistant requirement for windborne debris regions. Steel Pan (min. 25 ga.) Single -Car (up to 9'0" wide) - WINDCODE@ W4 Garage Door Certification Agency Certificate FLIS279 R5 C CAC Letter with proof of contract and proof of inspection.odf FLj5Z79 RS C CAC_W4_L$ting Inte_rt-ek pdf Quality Assurance Contract Expiration Date 05/ 21/2028 Installation Instructions FL15279 RS_Il_300159;B_Rev16-pdf Verlfled By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports - - _-- - - ---I CreatedbyIndependentThirdParty: 4 of 7 4/15/2018, 5:17 PM Florida Building Code Online h ttps://ww%v. floridabu i Id i ng. org/pr/pr_app_dl l.aspx?param=wG EVX... 15279.13 1013 W4-09 PAN-21`441: G4S, GS4, G4L, GL4, GD4S, GD4L, GR4S, GR4L, G4SV, GS4V, G4LV, GL4V, GD4SV, GD4LV, GR4SV, GR4LV, E4S, E4L, ED4S, ED4L, E4SV, E4LV, ED4SV, ED4LV, SS4, SL4, AR4S, AR4L, SS4V, SL4V, AR4SV, AR4LV Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25 PSF/-32 PSF Other: The standard glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the Impact resistant requirement for windborne debris regions. 15279.14 014 W4 09 SPO 2F449: Gand Harbor, Stone Manor Limits of Use i Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +25 PSF/-32 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the Impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne i debris regions (ref 1609.1.4 FBC). 15279.15 015 W4-16 DSIE-1F171:4300 4301, 4310, 4400, 4401, HOG, HDGL, HDGF, 66, 66G, 67, 67G, 68, SP200, SF200, SE200, 6200, 6201, 6203 Limits of Use ---------`-- Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25.5 PSF/-25.5 PSF Other: The standard glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the Impact resistant requirement for windborne debris regions. 15279.16 Gallery/Artistry/Expressions: Steel Pan (min. 24 ga.) Single - Car (up to 9'0" wide) WINDCODEOO W4 Garage Door Certification Agency Certificate FL15279 R5 C CAC Letter wit h_pLOQL.p(SQPkfp t an proof Qf inspectl00,RQf EU52J2R5_ _CAC_W_4_lsfin9 IntOrtek,P_df Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FU5279_R5_I 1-1 Q34.8fr_IL-RexiiB.adf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Steel Pan (min. 24 ga.) with Overlay Single -Car (up to _ 9'0'wide) WINDCODE® W4 Garage Door Certification Agency Certificate FL15279 U CAC Letter wl h proof of con ra t and prQQP of Inspectlon.Qdf FL15 79 R5-C Z___CW4 Listing Intertek.pf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R5 II 103549-RevUQ,pOf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 2" Double -skin Insulated EPS (exterior skin 27 ga. min.; Interior skin 27 ga. min.) Double -Car (9'2" to 16'0" wide) WINDCODE® W4 Garage Door Certification Agency Certificate FLa279 R$-C CAC Letter with proof of contract and_proof of inspection.gdf fU5279 R5 C CAC W4 Listing Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R5 If 101481-B-Rev13.gf Verified By: Intertek Testing Services NA, Inc. Created by Independent'rhird Party: Evaluation Reports Created by Independent Third Party: 016 W4-16 DSIE-IF471: GD2SP, Gallery/Artistry/Expressions: 2" Double -skin Insulated EPS G112SP, GD2LP, GR2LP, AR2SP, (exterior skin 27 ga. min.; Interior skin 27 ga. min.) Double- AR2LP, ED2SP, ED2LP, 4302, HDGL, Car (9'2" up to 16'0" wide) WINDCODEO W4 Garage Door 6202, SFC68, MFC68 Limits of Use - T - Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25.5 PSF/-25.5 PSF Other: The standard glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the Impact resistant requirement for windborne debris regions. 15279.17 Certification Agency Certificate 5379 RS C CAC Letter with proof of contract and proof of ins ecDtion.pdf FL15279 R5 C CAC W4 Li5I r g_Lrltgrtek.p f Quality Assurance Contract Expiration Date 05/ 21/2028 Installation Instructions FL15279 R5 11 104029 RQyQjp.0j VerlFled By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 017 W4-16 DSIEO-11`479: Double Skin Insulated EPS (exterior skin 27 ga. min.; Interior Coachman/ Settlers/Affinity skin 27ga. min.) with Overlay Double -Car (up to 16'0" wide) WINDCODE® W4 Garage Door 5 of 7 4/15/2018, 5:17 PM Florida Building Code Online littps://www.floridabu ilding.org/pr/pr_app_dti.aspx?para n=wGEVX..- Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279-R5_C CAC Letter with proof of contract and proof k Approved for use outside HVHZ: Yes of InsDection.pdf Impact Resistant: N/A FL15279 115 C CAC-W4 LI isInalnINk.pdf i Design Pressure: +25 PSF/-25 PSF Quality Assurance Contract Expiration Date Otheri The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but I Installation Instructions i DOES NOT meet the Impact resistant requirement for FI-L5279_kjr_II 103046-Rev07.pdIF windborne debris regions. The product without glazing DOES I Verified By: Intertek Testing Services NA, Inc. comply with the impact resistant requirement for windborne Created by Independent Third Party: debris regions (ref 1609.1.4 FBC). Evaluation Reports1CreatedbyIndependent Third Party: 15279.18 018 W4-16 DSIU-1F171: 9200, Double -skin Insulated PUR (exterior skin 27 ga. min.; 920 , 9203, HDP20, HDPFZO, Interior skin 27 ga. min.) Double -Car (9'2" to 16'0" wide) IHDPL20, 7200, 7201, 7203, 8200, WINDCODEa W4 Garage Door 8201, 8203 Limits of Use Certification Agency Certificate Approved for use In HVHZ: No LLI 7 R5 C CAC_Lelter wlth_proof.of_contract and proof Approved for use outside HVHZ: Yes of Inspection.pdf Impact Resistant: N/A FLIS279 RS C CAC W4-Llsting_Intertek.pdf Design Pressure: +Z5.5 PSF/-25.5 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FL15279 R5 11 104169-RevQ_Lpdf i wlndbome debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. i comply with the Impact resistant requirement for windborne Created by Independent Third Party: debris regions (ref 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: 15279.19 019 W4-16 DSIUO-1K479: Canyon Double Skin Insulated PUR (exterior skin 27 ga. min.; Ridge/Brookstone interior skin 27ga. min.) with Overlay Double -Car (9'2" to 16 0 wide) WIND CODEO W4 Garage Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 R5 C CAC Letter with proof of conuact and proofIApprovedforuseoutsideHVHZ: Yes o Inspectlon.pdf Impact Resistant: N/A FL15279 R5 C CAC W4 Listing Intertgk.odf Design Pressure: +25.5 PSF/-25.5 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product f 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the Impact resistant requirement for FL15279 RS II 104457-Rev02.pdf windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. comply with the impact resistant requirement for windborne Created by Independent Third Party: debris regions (ref 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: 020 W4-16 PAN-ZF153: 73, 1500, 75, 190, 84A, 94, 42, 48, 55, 4RST, 611ST, 4RSF, 6RSF, GDSS, G05SV, GRSS, GRSSV, ARSS, AR5SV, ED5S, ED5SV Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +24 PSF/-24.5 PSF i Other: The standard glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. Go to Page Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'0" wide) — WINDCODEp W4 Garage Door Certification Agency Certificate fL1_52Z9 RSC CAC_etteLW(tllAlo9kof A kL st a d_proQf of in5p !;tLon.pdf ELI52795_ACw_-tertek.Of _RCa Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions EU52Z2R5_JU9J-7-17._6_1tey.5. pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Parry: 0 d Page 1/ 8 0 0 sA a.QLU$ 7Sz0,1$fLS.tAAC.RMd Talkhassee FL 32399 ffiofK: a50-B7-1824 The State or Fbrtla Is an AA/EEO employer. Cpgyllg¢1-3Qp7.291 i$ldtC_pLFiOt!ld, :: PAL'@SY_SS;LtfSCDt :: ACCeSSIKtY statement :: Refund Statement Under Florida mw, email addresses are public records. If you do not want your e-mail address released in response to a publIC-records request, do not send electronic 6 of 7 4/15/2018, 5:17 PM Florida Building Code Online https://www.Floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVX... mail to this entity. Instead, contact the office by phone or by traditional malt If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(1), Fbnde Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an emal address C they have one. The annals provided may be used for official communication with the licensee. However emad addresses are public record. If you do not wish to supply a personal address, please provide the Department wth an email address which can be made available to the pubic. To determine dyou are a licensee under Chapter 455, F.S., please click fseM. Product Approval Accepts: meet Credit Card Safe 7 of 7 4/ 15/201 R, 5:17 PM WONT 4 Q U-..7 I 1a vlm+. • 7 mna. art OEmaT®I RM SHEET I Of 2 1t/3o/oT Ae® offo m 11EXXWm mMRwm r v 10 Impam A= ./H .28. 49B. US km .r M .L1mi Ilan/.' sm Tn. 4T/ fo>rra rnwt x.o J4 d ne ieca A n wwY 1'IMLY ,i SEE SHEET TWO FOR IMPACT RESISTANT CONSTRUCTION DETAIL "A' AND STANDARD CONSTRUCT DETAIL 'B TRACK AND JAMB DETAILS. flom.rt nn = T .a. GITI. OPTIONAL GLAUNG MAY BE STANDARD OR IMPACT RESISTANT (LAZING. SEE SECTION B-B FOR OETALS. MAX. STANDARD SIZE 5 42-1/2'06'. IMPACT RESISTANT GLA7JNG 15 21-5/E'.14-1/8'. 9 . w a o-wo l.Arrff Wt m IFW.6 B6741YR wm W57 SUA P4 ID a .Ol DO w D .DIO.mllID901 .1. M1L1.fID T06-l L 9bmlM RIB. OR01 ta1i0Q MO.a a TT,,yWwwr11 SNIP LAP JOINTS. 1 j DENSITY POLYSTYRENE FOAM WWLATION 1-5/16- DUCK WITH VINYL MAIRCELL BACKER QNSULATED MODELS ONLY) 25 GA WON. CAW. STEEL SKIN WITH A BAKED -ON PRIMER. AND A BAKED -ON POLYESTER TOP COAT APPLIED TO BOTH SIDES OF STEEL SIGN. n. mai Sue a o® a< ®M.o .w am- Ia .. waw. msm 1 oaax r wlOA .aa .D n mnc ..mo.¢ cw oo i.v a .o em. s•• w. aw>m m '^ u. m 1>• 1.4 m 4® ac1 c ac ac wm m .®IT O w ClopayLVATE-E C: PAN— Building Products M°u°soN01`rnH 5m JAc 513) n0-4600-- — Asm-IM 3' TALL U-BAR SECTION A -A (90E VIM 20 GAL GALV. STEEL MIN. YEEIILD STRENGTH: 50 KSI T 12 GA CALV. STEEL TOP ROLLER BRACKET EACH BRACKET ATTACHw/(4) 1114. 0/B' ED SHEET METAL SCREWS. 14 CA GALV. ROLLER HINGE. EACH KLNGE FASTENED TO END STILES WITH (4) %14.3/21' SHEEL METAL SCREWS AND (4) 1/ 4'.3/4' SELF TAPPING SCREWS SEE MEW 'B'. 3' TALL . 20 GA. GALV. STEEL U-BARS IN A 2-1-2-1 PATTERN O.E. TWO U-BARS ON 8070M SECTION. ONE U-BAR ON NEXT SECTION. ETC.). EACH U-BAR ATTACHED WITH ( 2) 1/4'.3/4' SELF TAPPING SCREWS PER SOLE LOCATION. 13 G GALV. STEEL BOTTOM BRACKET. ATTACHED WITH (2) I14.5/B" SNEET METAL SCREWS. ALUMINUM EXO6SION MNTL WEATHERSTT.YP DESIGN LOADS: +24.0 PSF R -24.5 PSF TEST LOADS: +36.0 PSF k -37.0 PSF V' mzQ MnM. IIAx. M02 SM W 4 16'0'W x 16'0'H XSCR' PTM" CLASSIC AND CH RP STEEL PAN DOUBLE - CAR. 16'W +24/-24.5 PSF ICLAVRIG "' POO VE7 B 101711 IBC 1INVIL, r IS (Elmt vans wa<• ,N® •..0 aooa am Nm11t e w n w nS Ga'Mr f"alAT• Gm. 06 taTssv, l>7H I!><J,EX ACS A1OSV tY lj.a.Q M S COY Corso mDDO w R i! vm IV a/.w' un GCI s a avnas i-vr oa ctam, m m uo Soo.6 nv NE QANIDOAN Nor plNm) lOprllalQ . nY91 R 1"oUONo 51Si. KIQONIt ntm 00 1IaT fly loi6 u s a/Nw' saw r m man of 7 mme (i® ma— coomm).WZE 1A,r I Nut SCIG, Glom r•IM OQK rlolo6 an1/4tY TAMON SIMSS O1 tr o:1am a400 n 1 OWDIM a or comm (o-ao 10 I• oo. load sago 'NMI, TMWe.T At1aDN! tuT t[ mut tAN wR Nar RaN) itl N1o1G! . NOII aA1T1.a osn ma®,rAL At= Do Ica 1NNiLR IOO pp01a6 TOG m amP me-,A1. A I"m® m1OI t Q.a "NT MJfl 1E DRPm m Aw .c ALIDaMC AS1DOo mmm ^me cwo m ia6 qp G On a Ov NaNlrR I COOT, " W" (m oAD LA 1lLA J1YA m V aAa ml. vm Co Vol n 4 GIY. Slm Nip. LR[> IMPACT RESISTANT ASSEMBL7 DETAILS DRamnma 1 O17I 1 •A SECTION 13-9 (IMPACT -RESISTANT GLAZING OPTION) aca.a A[oo,Aa.S tu]wANatE "Na" Sm WE N"Ar•+ .uoN. paaol i AR r Crap noa tom ilfa N01a r1AN• a[ o1wo ,otmnpa AtLADt r Omm to rlAm a tar ("q A • Yl• ANI "fA "oaR NSIRS ia A n O ARW AO as o"o' STANDARD ASSEMBLY DETAILS DRA1N1fV0 1 0171 1 . SECTION R-B (NON -IMPACT RESISTANT GLAZING OPTIOMB-B (NON -IMPACT RESISTANT GLAZING OPTION Cuomo n "" CWM oN DtISTOE wAOE. n niv sort nwa a Nw"o+u THw Mff CNN¢. Ia acYatc smom W'. m MM Savo. CSTRUCTIOM tnowt m. I>y a 1//' .nauc I= AwS.Lt w URpem = P-am N AQ ra, W..4t na Got om amo<T NSPUM N camwoN Nam TKIS Smm1 1IE1I1S THE OW UM MMOMEM or TK n4NOA tALOo Com Cot o n um-M. mgc: M KII M ofiW! tmTA11, I®uor.r,NOmtaE Dom lomm ay. awroo Is ovvw} g SHEET 2 OF 2 ,. _ ' ATE w Caot' r pmq I Is u. Nam. Mx F.om taw I"Mu rnmT. 7r* 1 T rAS10m Tou v N13A m"LDOI"ORSTmIIODtalyM(A) MM- TRACK COWKI1AMM EAmm ,q rA.Yr SIM WX KAM AIIO (4) A THE DOOR OPEIm'1C n A mtrts11 ftvmLONG f DOES NOT AFFECT THE MHO RA1DCG OF T145 DOOR iInm Is.Q 71m NaISR tTl maQdfU1 IAAa o!"ORI NT Ada.!> 71 I> Dal wRAIIFA pa aN0 r TAIL tATo"e AND utaa I I"[ omv a n E onmNc S9A1CrUNIE DDOM TNNl t n[ I P M1 O l,ot nv®OL Or Ieao mA Pc aamc a u u txr. Alm 11Ac nAa,a. ua raiDo T .mo l+r an1 1 am-o-!/1• mm ub SIoILK OP BUCKET l3Q( DOUBLE HOR20NAL TRACK SIuanom qO N Pa aBNQ loot aMtpO MPDM CM Im M ,Lm 161m a1 M 0l O. 6 Br oat S1m TNM R iRAot uAoa@ 4w* mm OOl1ALE 7RACH IDN HEADROOM OPIM 1• SFyR m. E-I/re2 u "T. STEIL TR1Ot atADO7. q nNOt YCRr1'ER SEC. y Epitlle0®70YAYeEeoL Yaw matOiDt f°°Ioatq trots art r TALL T_ 1ST a C..tm. pm w N1tC . fA E% -e r D A" oft a, r vND i tHal imi4 ' nt. CM= a=a_ C PE TORSIIIATa WES'IERFE D. E I giiia`t m" ova T& T'-, a.cdr 8 Nm To 1 tc wt now omt 1• IT -a• rmL TT" mnpwuom SMALL roar ffi , TOR UM [ET,td F Nln DESIGN LOAM"+24A S PSF ! -2NPSF TEST LOADS: + 36.0 PSF t -37.0 PSF MPC: PAN- 2F153 voGDAo GrDc NAL I'0' "><• Clopay w4ANDCH 1 STEEL DATE, 1/3/B7 TkZOtDTW. CLASSIC ANO CH RP STEEL PAN flNASu Lsarl. Duoff-H asoaomow• aavHsn ,1Ac DOUBLE -CAR. 16'W +24/-24.5 PSF Building ProductsCompany (21 J) 77D-4E00 amEa n• NU11Dm vm MWW B DRAvpG 101711 IBC r Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV X... Professional acts Home i Log In I User Registration I Hot Topics I SubmitSurcharge Stats & FacLs I Publications i FBC Stag I OCIS She Map I Links j Search FI rida Product Approval aUSER: Public User PlO_ ycl Annroval Menu > p rlpDr AR21k0.11yr-$Qari > llPDlkr?Ci4 Lr4it > APpBt7tbn Detail 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 Address/ Phone/Email Authorized Signature Technical Representative Address/ Phone/Email Quality Assurance Representative Address/ Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method MI Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext2560 bsitlinger@miwd. com Brent Sitiinger bsitlinger@miwd. com Windows Single Hung Certification Mark or Listing American Architectural Manufacturers Association Steven M. Urich, PE Validation Checklist - Hardcopy Received Standard AAMA 506 AAMA/ WDMA/CSA 101/I.S.2/A440 AAMA/ WDMA/CSA 101/I.S.2/A440 Method 1 Option A Year 2011 2008 2011 I of 4 4/J 3/2018, 7:05 AM Florida Building Code Online https://www. floridabuilding.org/pr/pr_app_dti.aspx?param=wGBVX... Date Submitted Date Validated Date Pending FBC Approval Date Approved 01/15/2018 01/15/2018 01/21/2018 Summary of Products FLFL * - I Model, Number or Name 1 17499.1-------+.. 185 SH ^---'- •_------ Limits of Use Approved for use in HVHZ: No I 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. 17499.2 1 185 SH Limits of Use — - Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +60/-60 Other: R-PG60 I 17499.3 - - - -- 185 SH Limits of Use — Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +60/-60 Other: R-PG60* 17499_4 - -- - - _1185 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +60/-67 Other: R-PG60* Description - ---__--- ----.--^•—_-_ -- 36x84 Fin/Flange Frame IG/SG Impact Single Hung Certification Agency Certificate FL17499 R3 C CAC MI Wind w5 185 SH Fin) Irnaact LLrz I 41]4Q9_(3 C CAC MI Winc4vys=1 SH (Fin)_1np(5) Dpng pelf FL17499 R3 C C&C MI Windows -__185 SH (Flarlge) Ir ppq 3Zpdf FL17g99 R3 C__AC__M yyindQws_85 SH (Flange) IrPpp g),pdf Quality Assurance Contract Expiration Date 10/17/2018 Installation Instructions EL17-499 R3 II 08:9,2545B.p f Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R3 AE-513321E-3.pdt Created by Independent Third Party: Yes 52x72 Fin/Flange Frame IG/SG Single Hung Laminated Glass Certification Agency Certificate L1-L7499 R3 C CAC APC(1336,17 6,Q1_Q9_47-RQ18} 2H(&Q wa vr,).pdf FL17499 R3 C CAC MI Windows - j85 SH (Fdn) (11),p!)[ FI 1.7499 R3 C CAC MI VVllidows - 185 SH(Fin _(12).pdf 1 -74 9_83S-(;6C_Mi Wndo_ S!LLrlang) 14)-pdf Quality Assurance Contract Expiration Date 10/08/2018 Installation Instructions I` FL17999 R3 11 08-02549g.pdfVerifiedBy: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL174 R AE 3 237B-4.pdf Created by Independent Third Party: Yes - 36x84 Fin/Flange Frame IG/SG Single Hung Laminated Glass Certification Agency Certificate - FL774Q9_f 3 C A PC(13,353)E1729.Q}_1Q9-47RQ 1(1$ SH (F4G waly-grIpff FL17499 R3_f-CAC MI Windows - 185 SH (FIA)_(?3)Pdf FUZ•99 R3 C CAC MLWind9w-s - i8S SH (Flrj)_(14).Dd( F 17499 R3 C CAC h11 WindoWs - 18L5 1 (Flangr) 1lj,pdf Quality Assurance Contract Expiration Date 10/17/2018 Installation Instructions FL17499 R3 11 08-Q2UQ%pdf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R3 AE 513 B-5,pdf Created by Independent Third Party: Yes 3601 Fln,'Finless, Flange Frame IG Single Hung- ---_ Certification Agency Certificate FI 17499 R3_C C HU4G2.O1 1Q9 47_RQ 185 SH 0-425221,Pfff Quality Assurance Contract Expiration Date 04/25/2022 Installation Instructions 2 of 4 4/13/2018, 7:05 AM Florida Building Code Online 11ttps://www. floridabu iIding.org/pi-/pi_app_dtl.aspx?param=wG EVX.,. 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. 17499.6 185 SH Limits of Use ---------, . -.--- •,---- Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +60/-60 Other: R-PG60 I i 17499.7 1185 Triple SH FL] 7499 _R 3 11 08;03163. pd f Verified By: Luis R. Lomas, PE PE-62514 Created by independent Third Party: Yes Evaluation Reports FL17499 R3 AF 514082.pdf Created by Independent Third Party: Yes --- -- 52x72 Fin/Flange Frame IG/SG Impact Single Hung Certification Agency Certificate FL17499 R3 C CAC_MI WlnLipws 185 Srt_(F n Impa R 1pof F1A2!9 R3 C C-AC MI Windows - 185 SH (Fin) Impact Uh-pof FL17499 R3_C CAC MI Windp s_185 $H (Flano_q) 1j2jp_0St 2],pdf FL17499 R3 CSAC MI Windows 1§5_$tL( IFanpe Impact 0)-PSY Quality Assurance Contract Expiration Date 10/10/2018 Installation Instructions ' R1L99 R3 Il 0$ 02544E--'_pdf Verified By: Luis R Lomas PE 62514 Created by Independent Third Party: Yes Evaluation Reports FE17499 R3 AE 5A3320B-1_pdI Created by Independent Third Party: Yes 52x84 Fin/Flange Frame IG/SG Single Hung Certification Agency Certificate FL17499 R3 C CAC AP4(13362.L1775.01 10y 7_RO_18S SHMG waiv r =1Qjy 1-8A 52,L:9X 4 R 0( 9-0918),pd( I FL17499 R3 C CAC jJ Windows - 1Q5 $H (Fin)_(1_q).pgP 49 R3 C CAC MI Window i85 SN (Fin)_(9j.pdf 1 fLa.7-499-CQ6 1_w.Indq%ys - 185--(Flan0)-(2),2df Quality Assurance Contract Expiration Date 10/09/2018 Installation Instructions I fL17A"R3 If Q_S_025t6B-Z.pdf Verified By: Luis R Lomas PE 62514 Created by Independent Third Party: Yes Evaluation Reports Ft17499 R3 A_ 5_13322t3_2.pdf y — Created by Independent Third Party: Yes 111x72 Fin Frame IG/SG Single Hung 110x72 Flange Frame 1G/SG Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No Fh17492 R3 C CAC -MI Wintigws`1@S_SH 7liple ([in) Approved for use outside HVHZ: Yes 3)-psif Impact Resistant: No I FL17499 R3 r C_AC yjndow Q SH Trlple_(Fln, Design Pressure: +50/-50 11& Other. R-PG50* FL17499 R3 (CAC M1Window BS SH Tripfe (Flgn ) 3).pdf Fy174_9_9__R3_C_CAC_MI WindOW5_z_j aSH RipLe-(Elcnnad Mlpdf Quality Assurance Contract Expiration Date 10/20/2018 Installation Instructions FL11A 9_R3_ll_08_025ABB.pdf Verified By: Luis R Lomas PE 62514 Created by Independent Third Party: Yes Evaluation Reports ELU!$95R3 AE 5133z4B_6,pdj Created by Independent Third Party: Yes 117499.8 185 Twln SH 106x72 Fin Frame IG/SG Single Hung 10502 Flange Frame SG Single Hung Limits of Use - I Certification Agency Certificate Approved for use in HVHZ: No FL17A99 R3 C CAC MI Windows - 185 SH -IWlr Fin Approved for use outside HVHZ: Yes (3).p{i_f Impact Resistant: No FL17499 R3_C In (Fin Design Pressure: +45/-45 (4).pdf Other: R-PG45 FL17499_Q3 C CA_MI Wi w$=_iQSH Twin (Fl Ogej 3).pdf 3 o f 4 4/13/2018, 7:05 AM Florida Building Code Online l)ltps://www.Floridabuilding.org/pr/pr_app_dtl.aspx?paramwGJ"-VX... F74 9 CC M! Windows@5 $H Twin (Fianggl l4Lpoff Quality Assurance Contract Expiration Date 10/20/2018 I I Installation Instructions FL7 7499 R3 ll 08-02547E-7.pAf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports j FLl 4 2-93 AE 513323B-7.pd( Created by Independent Third Party: Yes Oactt next Contact Us .: 2fi01 86ir Stone Read. Tallahassee Fl- 32399 Phone: 850.40.7-182A The State or Florida Is an AA/EEO employer. Copyright 2007.2013 StaL"f_EIQfi& :: privaSy Statement :: Accesslbila y_Elalement :: gefund Statement Under Florida taw, email addresses are pubis records. I you do not want your a-mal address released In response to a public -records request, do riot send electronic mail to this entity, instead, contact the ofte by phone or by traditional mad. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October t, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalts provided may be used for official communication with the licensee. However emau addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. Tb determine d you are a licensee under Chapter 455, F.S., please click here_. Product Approval Aocepta: Z— Credit Card Safe 4 of 4 4/13/2018, 7:05 AM NOTES: 1. THE PRODUCT SHOINN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY Wffh 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 CPTIONAL 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH IAANUFACTURER*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 CCATING 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 REOUIRED A 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 !BADE FROM MATERIALS .AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS 10. WIND LOAD DURATION FACTOR Cd=15 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. i3. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PROCUCT IN WIND 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/ 4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. REVISION] I REV I DESCRPTION I DALE I A RMD A REVISED ANCHOR SPACING k CHARTS 107/11/16 R.L. B REVISED GLASS 10/02/17 R.L. 15 FOR ANCHORING THROUGH FRAME 1910 WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH 10 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 1411H. SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WIT:i 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 CR SELF DRILLING SCREWS WTH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION OETAilS I& 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 SPEC171C GRAVITY OF G=0.42 B CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2.000 PSI. C. MASONRY: HOLLOW/F ILLED BLOCK PER ASM C90 WITH Fm=2.000PSI MINIMUM. 0. METAL STRUCTURE, STEEL 18GA (048' FY=33KSI/FU=52KSI OR ALUMINUM 6063-TS FU-30KSI .048" THICK MINIMUM TABLE OF CONTENTS SHEET NO DESCRIPTIGN 1 I NOTES MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ. PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON -IMPACT NOTES N.G. 08-02549 2 - 3 ELEVATONS ISCALE NTS D"TE 12/29/14 S""" I OF 11 4 - 10 INSTALLATION DETAILS L ROBERTO LOADS RE 1432 NUOOFORO RE) LEVASVe r c AC 27D23 11 1 COMPONENTS I 434-CM-OW9 raa as@ kvna90ec SIGNED: 1211412017 0 iiter •NGEVSF9iP 0 5I S • G 0/0 YA 10\\\- Luis R. Lomas P.E. FL No.: 62514 52" MAX FRAME WIDTH i 52" MAX FRAME WIDTH2" I.IAX 16• MAX O.C. —2 MAX 2" M. X 16" MAX O.C. 2" MAX i L_ 16" MAX O.C. 72" — MAX FRAME HEIGHT t 2- 2" I r L 16" OMAX / O.C. / 1/ y 72" T— MAx FRAME HEIGHT 4 X 1 J i 185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW EXTERIOR VIEW DESIGNER EXTERIOR VIEW FLANGE 6 FINLESS INSTALLATION FLANGE 6 FINLESS INSTALLATION SEE CHART #I FOR SMALLER UNITS REQUIRED ANCHORS SEE CHART N1 FOR SMALLER UNITS REQUIRED ANCHORS DESIGN PRESSURE RATING IMPACT RATING t60.OPSF NONE NOTES: 1. MAXIMUM SASH SIZE: 51" X 36". 2. MAXIMUM SASH D.L.O.: 47 5/8" X 32 1/2. 3. MAXIMUM FIXED D.L.O.: 49 3/2• X 32 1/2 HARDWARE SCHEDULE METAL SWEEP LOCK AT 8" FROM EACH END INTERIOR MEETING RAIL BLOCK AND TACKLE BALANCE AT JMIBS I REVISIONSREVOESCRiTDNaTEAoPR- A REVISED ANCHOR SPACING !c C!iARTS 07/11/16 R.L. B REVISED GLASS 10/02/17 IR.L CHART #1 Number of anchor locations roquired Frame Frame Width in Height 16.00 1 24.00 30.00 38.00 4200.. 48.00 1 52.00 In) Nwd I Jamb Head Jamb Head Jamb Hand Jamb Head Jamb Head Jamb Head Jamb 24.00 2 3 3 3 3 3 3 3 4 3 4 3 1 3 30.00 2 3 3 3 3 3 3 3 4 3 4 3 4 3 36.00 2 3 3 3 3 3 3 3 4 3 4 3 4 3 42.00 2 4 3 4 3 4 3 4 4 4 4 4 4 4 48.00 2 4 3 4 3 4 3 4 4 4 4 4 4 4 54.00 2 5 3 5 3 5 3 5 4 5 4 5 4 5 60.00 2 5 3 5 3 5 3 5 4 5 4 5 4 5 66.00 2 5 3 5 3 5 3 5 4 5 4 5 4 5 72.00 2 6 3 6 3 6 3 6 4 6 4 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 owrar D15C 1:0. REV N.C. I 08-02549 B LE NTS °"r 12/29/14 sr4;:r 2 OF 11 L R08ERTO LOMS P.E. 1432 WOODFORD RD LE161SV41E NC 27023 434-M-0609 r2Dma%p*tnz Mcom SIGNED: 1211412017 aI IL o,,,, 4 • •G E N s'9J1 STTAATkE OF 0 A . i iPZORVD1" Luis R. Lomos P.E. FL No.: 62514 52' MAX FRAME V71DTH 2" MAX 10' MAX O.C. I p/ LMAXO.C. I Ill 72" MAX. FRAME i 52' MAX FRAME WIDTH 2" MAX 2" MAX 10' MAX 0 C. 1 i 2' 4 I 10, 1 / MAX O.C. 72" MAX FRAME HEIGHT I / 11 / dy HEIGHT A) Q X I X 185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW EXTERIOR VIEW EXTERIOR VIEW FW INSTAUA770M FIN INSTALLATION SEE CHART 02 FOR SMALLER UNITS REQUIRED ANCHORS SEE CHART 92 FOR SMALLER UNITS REQUIRED ANCHORS DESIGN PRESSURE RATING IMPACT RATING t60.OPSF NONE INOTES* I. MAXIMUM SASH SIZE: 51" X 36". 2. MAXIMUM SASH C.L.O.: 47 5/8" X 32 1/2'. 3. UAXIMUM FIXED O.L.O.: 49 3/8" X 32 i/2'. HARDWARE SCHEDULE 2) METAL SWEEP LOCK AT 9' FROM EACH END INTERIOR MEETING RAIL RU MNS RLV DESCRiPnDN GTE MPRDVED REVISED ANCHOR SPACING do CHARTS 07/I1/16 R.L. 2' MAX E I REVISED GLASS 1 10/02/17 JR.L CHART #2 Number of anchor locations required Frame Frame Width In) Height 18.00 24.00 30.00 36.00 42.00 1 48.00 52.00 on) H S6 FJ2mb H d S Jamb H d S Jamb H L S Jamb H 6 S lamb H A S Jamb H d S Jamb 24.00 3 3 3 3 4 3 5 3 5 3 6 3 6 3 30.00 3 4 3 4 4 4 5 4 5 4 6 4 6 4 36.00 3 5 3 5 4 5 5 5 5 5 6 5 6 5 42.00 3 5 3 5 4 5 5 5 5 5 6 5 6 5 4&W 3 6 3 6 4 6 5 6 5 6 6 6 6 6 54.00 3 6 3 6 4 6 5 6 5 6 6 6 6 6 60, 00 3 7 3 7 4 7 5 7 5 7 6 7 6 7 E6.00 3 8 3 8 4 B 5 8 5 8 6 8 6 8 72.00 3 8 3 8 4 8 5 8 5 8 6 8 6 18 SIGNED: 1211412017 MI WINDOWS AND DOORS, LLC v111111Ir7, 650 WEST MARKET STREET J g R• Lp i GRATZ. PA 17030-0370 GEN,q'. Ji 0,, 51SERIES185ALUMINUMSINGLEHUNGWINDOW 52" X 72" NON —IMPACT f— FIN ELEVATIONS TAT OF O•• • ` F•'c[0RIV? • 7ssj NA DR.:wn: ovc vo RLv 08 8 Luis R. Lomas P.E. FL NO.: 62514 scxE NTS °ATE 12/29/ t a sET539 OF 1 1 L RORERTC)ECOA.SP.E 14w WOODFORD R0 LEWISVILLE. NG 27023 4Jr-66a-0a09 61n=C*l4ma.e 1/2" MIN EDGE DISTANCE WOOD FRAMING OR 2X BUCK j BY OTHERS 1 1/4" MIN EMBEDMENT BACKER ROD I 1/4• MAX. JJJkAPPROVED SEALANT SHIM SPACE 1 MIN. i t III # 10 WOOD SCREW EMBEDMENT INTERIOR_ 1 1/2" MIN EDGE DISTANCE 10 WOOD SCREW / WOOD FRAMING J/ OR 2X. BUCK EXTERIOR BY OTHERS BACKER ROD 3 APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS SILL TO BE SET IN A BED OF APPROVED STRUCTURAL SEALANT i/4" MAX. SHIM SPACE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BYOTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 REASWNS REV DESCRIPNON DATE •PPRR'ED A REVISED ANCHOR SPACING do CHARTS 01/1!/ILI R.I. D REVISED GLASS 10/02/17 R.L. 1/4' MAX. SHIM SPACE INTERIOR BACKER ROD k APPROVE0 EXTERIOR SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED: 1211412017 MI DOOR LLC R I'L o6'SN DOW T MARKETD E,T N\ s GRATZ, PA 17030-0370 GENS' ,f SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52"X 72•' NON -IMPACT' VA FLANGE INSTALLATION DETAILS St DO0OF n F 0R%D• i/ SS/ONAi`aG\ DRAw, t, o-c N0. REV N. G. 08 02 49 B Luis R. Lomas P.E. FL No.: 62514 w1E NTS12/29/14 4 OF 11 L ROBERTO LOL44S P.E. 1432 WOODFORD RD LEWIS VILLE NC 27023 43,. saeo 9 , btIws6 bnn Mcm NLi STRUCTU BY OTHE APPROVED SEALANT FFF------ 1 /2' MIN I I EDGE DISTANCE 1/4- MAX. SHIM SPACE it "I g10 SMS OR SELF DRILLING SCREW INTERIOR EXTERIOR Jjp BACKER ROD APPROVED SEALANT ME11 STRUCTUR BY OTHER SILL TO EE S_I IN A BED OF APPROvED STRUCTURAL SEALANT 1 / 4' MAX. SHIM SPACE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES. 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 EvalOnS DESCRIPTION DATC APPROVED REVISED ANCHOR SPACING A: CHARTS 07/11/16 R.L REUSED CLASS 10/02/17 I R.I. 1/3" MAX. SHIM SPACE 10 SMS OR INTERIORSELFDRILLING SCREWS 1/ 1 2 MIN. EDGE DISTANCE I EXTERIOR METAL STRUCTURE BACKER ROO BY OTHERS APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 1211412017 MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET xt\111IIII//j,, J`? R L;Ify i GRATZ, PA 17030-0370 v, \GEN0, N 0y 5SERIES185ALUMINUMSINGLEHUNGWINDOW 5" X 72" NON —IMPACT y„%Grir(,t?r FLANGE INSTALLATION DETAILS AO4'• SSS4ATEEE OF Ls, i FS. ZOR10P•G\ OrtAnN. Orrc Na. RLv 08 Luis R. Lomas P.E. IcLE NTS DATE 12/29/14 Sr59 5OF1 1 L ROBERTO LOMAS^ PE 14MWOODFORD RD LEIM1ISVILLE NC OW A7W-SW- OWY NoD2t*W=Wp0 mm FL No.: 62514 L __ 2 1/2" MIN, EDGE DISTANCE CONCRETE/MASONRY ` BY OTHERS ` . '• ° 1 1/°" MIN. OPTIONAL iX BUCK EMBEDMENT SHEET 1 SEE NOTES 3 — 7 I 1 a 1/4- L4AX. j BACKER ROD — SHIM SPACE APPROVED SEALANT 3/16" TAPCON INTERIOR I l EXTERIOR 1 SILL TO BE SET HACKER ROD IN A BED OF APPROVED APPROVED SEALANT STRUCTURAL SEALAM1'T OPTIONAL IX BUCK 1/4- MAX SEE NOTE 3 — 7 i SHIM SPACESHEET1 CONCRETE/MASONRY BY OTHERS Q ° ' VERTICAL CROSS SECTION CONCRETEWASONRY INS TALLA770M REmv.s DESCWPTION WE I APPRDVM REVISED ANCHOR SPACING & CHARTS 07/11/16 RL REVISED CLASS 10/02/17 R.L. 1 1/4• MIN. EmB:DMENT CONCRDE/MASONRY MU. BY OTHERS SHHIMIM SPACE c 3/16' TAPCON Q INTERIOR f z 1/z' MIN EDGE a DISTANCE i EXTERIOR BACKER ROD APPROVED OPTIONAL 1X BUCK SEALANT SEC NOTES 3 — 7 SHEET 1 JAMB INSTALLATION DETAIL CONCREMMASONRY INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 1211412017 MI WINDOWSD DOORS, LLC 650WE5MARKET STREET GRATZ, PA 17030-0370 S11/ RL0// GENy 9J7 SERIES 185 ALUMINUM SINGLE HUNG WINDOW ir:4TA 52" X 72' NON—IMPACT_•9FLANGE POOIFINSTALLATIONDETAILSvoT • \ A.[ OR1DP. 7I1111111111 OR. wx• N. G. OS-02549 B w NTS ET, 12/29/14 1 s"'"T6 OF 11 L ROSERTOLOUASP.E 1/ 32 KWDFORD RD LEK7SVXL--NG 27023 43a66E- 0609 rLt ophlpnaWe. Luis R. Lomas P.E. FL No.: as WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD 3c APPROVED SEALANT BACKER ROD 8c APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS i/2' MIN EDGE DISTANCE 1/4" MAX. HIM SPACE 010 WOOD SCREI SILL TO BE SET IN A BED OF APPROVED STRUCTURAL SEALa+1T 1/4" MAX. SHIM SPACE FI VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED W ACCORDANCE WITH ASTAI E2112 1 1/4' MIN. EMBEDMENT I 1/2" MIN EDGE DISTANCE 10 WOOD SCREW WOOD FRAMING OR 2X BUCK 61 OTHERS aEHso. s REV DEXAFnCN DATE I aPPROVED pB4 REVISED ANCHOR SPAC14C k CHARTS 07/11/16 R.L. REVISED CLASS 10/02/17 R L 1/4" MAX. SHIM SPACE INTERIOR EXTERIOR BACKER ROD APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON —IMPACT FINLESS INSTALLATION DETAILS DRVMN: NO REQAC N.G. 08-02549 E SCALE NTS I pATE 12/29/14 SKE-'7 OF 11 L ROBERTO LCMAS P.E. 1432 WOODFORD RD LEWISVILLE, NC 27027 434-6Ed-DW9 r6wctWkkm We.m SIGNED: 1211412017 IS IR!1L/0 /' fyw Io, b 61 A ; STTATT OF ; k F 0RIOP • 7iW'ONAj1 1G\ Luis R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS APPROVED SEALANT 1/2" MIN EDGE DISTANCE 1/4' MAX. SHIM SPACE 10 SMS OR SELF DRILLING SCREW INTERIOR Lam' EXTERlOA SILL TO BE SET IN A BED OF APPROVED STRUCTURAL BACKER ROD k APPROVED PvrF SEALANT SEALANT 7/ 4" MAX SHIM SPACE STRUCTURE BY OTHERS VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2712 RL TSIDN$ DESCRIPTION DITE WRDvW REVISED ANCHOR SPACING k CHARTS 07/11/16 R.L. REVISED CUSS 10/02/17 I R.L. i/ 4' MAX. SHIM SPACE h 7 o SMS oR INTERIOR SELF DRILLING SCREWS 1/ 2' MIN. EDGE DISTANCE 1 EXTERIOR METAL STRUCTURE BACKER ROD k APPROVED BY OTHERS SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 1211412017 MI D DOORE ,T LLC 11LSTR/0650DOWESTMARKETWSRGRAT2, PA 17030-0370 ter •\GENS SERIES 185 ALUMINUM SINGLE HUNG WINDOW SX 72" NON -IMPACT 0,.61251 + k = FINLESS S INSTALLATIONDETAILS yDO•• TAT OF DRAsu Dwn r.D. REv t`• [DRIOP: • N.G. 08-02549 B SS/AIAitE G S1' NTS D+TE 12/29/14 S"ELTS OF 11 L ROBERTO LOMAS P£. 1432 ViOMFORD RD LEWISVDyE. NC 27[10 LDIS R. Lomas FL No.: as P. E.P QU-W- 00 09 rtlomxs SMmDsp.unl 2 1/2" MIN EDGE DISTANCE CONCRETE/MASONRY 1 BY OTHERS e 1 e 1 1/4" MIN. OPTIONAL 1X BUCK ° EMBEDMENT SEE NOTES 3 — 7 --T SHEET 1 I I t 1/4' 1!Ax. BACKER ROD SHIM SPACE do APPROVED SEALANT , 3/16" TAPCON INJ 1 1/4" MIN. EMBEDMENT CONCRETE/MASONRY BY OTHERS 3/16' TAPCON 2 1/2" MIN. EDGE DISTANCE I ft'vw Is DESCRIPTION ANTE APPMVED REVISED ANCHOR SPACING h CHARTS 07/11/16 RL. REVISED GL+SS 110/02/17 I RL OPTIONAL IX BUCK SEE NOTES 3 — 7 SHEET 1 1/4" MAX. SHIM SPACE INTERIOR EXTERIOR BACKER ROD APPROVED SEALANT JAMB INSTALLATION DETAIL CONCRETE/At4SONRY INSTALLATION SILL TO BE SET IN A BED OF NOTES: BACKER ROD APPROVED 1 INTERIOR AND EXTERIOR FINISHES, BY OTHERS. APPROVED STRUCTURAL NOT SHOWN FOR CRRY. U SEALANT SEALANT 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE OPTIONAL 1X BUCK 1/4" VAX. DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 12/14/2077 SEE NOTE 3 — 7 r SHIM SPACE SHEET I MI WINDOWS AND DOORS, LLC CONCRETE MASONRY 1• 6GR WEST MARKET STREET GRATZ, PA I7030-0370 1111II1//,7j 41 c 11+, 3Y OTHERS a J\'\BEN SERIES 165 ALUMINUM SINGLE HUNG WINDOW 0,,6 251 +t n 52" X 72" NON —IMPACT ir — e '• FINLESS INSTALLATION DETAILS p` STATE OF ; wf DRAWN: mrDr:o. RLv 0,. L . i Fs.ORSO;•G\• 08 B/ijjs ONAVERTICALCROSSSECTION502549wTNTS12/29/14 9 OF 11 11E? CONCRETEIMASONRY WSTALLA TION L ROBERTOLOWS P.E. Luis R. Lomas P.E. IAV WOODFORD RD LEMSVILLE. NC 27023 FL No.: 62514 43.- 6w.0609 'awnupn—mo can APPROVED SEALANT BEHIND FIN i 16" MIN EDGE DISTANCE 7/16- MIN EDGE DISTANCE APPROVED SEALANT BEHIND FIN 1 1/ 4" MIN. EMBEDMENT WOOD FRAMING BY OTHERS 1/4" MAX. SHIM SPACE 8 WOOD SCREW LM.7LUMEIV 1 VERTICAL CROSS SECTION WOOD FRAMING OR 2.X BUCK INSTALLATION RNIMNS DESCRiPTIDN I DATE I MPRD£D REVISED ANCHOR SPACING k CHARTS 07/11/16 R.L. REVISED GLASS 10/02/17 R L. WOOD FRAMING i/ 4- MAX BY OTHERS r SHIM SPACE 8 WOOD SCREW i 1/4" V,IN EMBEDMENT zm APPROVED SEALANT BEHIND FIN 7/1-3- MIN EXTERIOR EDGE DISTANCE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1 /4. MAX 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, SHIM SPACE NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TOBE DESIGNED IN ACCORDANCE WITH ASTM E2 i 12 SIGNED: 1211412017 MI WINDOWS AND DOORS, LLC WEST ttt1111InI/,, R L04f ii WOOD 650 MARKET STREET GRATZ. PA 17030-0370 J\5 FRAMING BY OTHERS SERIES 185 ALUMINUM SINGLE HUNG WINDOW ir• 5 52"X72" NON—IMPACTFININ vAfINSTALLATIONDETAILSSoOFDRAMI: ono No. REv o [ ORt r• N. G. 08-02549 8 f// I11111111 F'u NTS PATE 12/29/14 1 SHEr" 10 OF -11 L ROBERTO LCYAS RE 1432 WOODFORD RD LEMSVILLE. NC 27023 Luis R. Lomas P.E. FL No.: 62514 C.N6N0009 .tmi AhL T 2 3/16' L , 7/6" 2 3/16' --{ 13/16" I 2 3/16" I ' 1 5/16" T 1 1 FLANGE FRAME HEAD FLANGE FRAME JAMB FINLESS FRAME HEAD CM-18501 CM-16503 C1.1.16553 ALUMINUM 6063-T5.050' THICK ALUMINUM 6063-T5.050' THICKALUMINUM6063•TS .OSD' 7HICK 2 5/,6" --I 2 5/16- --1 2 5/16" --1 2 13 /IT 3 2/4" FLANGE FRAME SILL FINLESS FRAME SILL CM-18502 CM-18554 FIN FRAME SILL ALUMINUM 6063-T5.055' THICK ALUMINUM 6063-T5.053' THICK CM• 18508 ALUMINUM 6063-T5.055" THICK 1-} 1 7/16" 2 5/16" 'ffEl-T L LA LOCKRAIL/STILE SASH 80TTOM RAIL MEETING RAIL CM-ISS05 C4f-i8555 CM-I8504 ALUMINUM 6063-T5.062' THICK ALUMINUM 6063-T5.050" THICK ALUMINUM 6063-T5.055' THICK I 113/8" r1 15/16" lLAZGNGBEADSASHSTILE CM-18535 CM-16507 RIGID PVC .050' THICK ALUMINUM 6063-T5.050' THICK I P.LY510A5 I REV DESCRIPTION DATE I APPROVED 1 i A REVISED ANCHOR SPACING do CHARTS O7/11/16 R.L. 0 REVISED CUSS 10/02/17 R.L. 2 3/16" FINLESS FRAME JAMB 1 /6^ ANN. 1/8" ANN. CM-18513 ALUMINUM6063-T5 O50"THICK 1 I 1/6" ANN. 090 PV© BY KURARAY METAL REINFORCEDrilIBUTYLSPACER 2 3/16' EXTERIOR' jI 1 INTERIOR 1/2" BITE SILICONE SEALANT 2 5/16" I I 5ETT1+1G BLOCK GLAZING DETAILIl FIN FRAME HEAD CM-18508 ALUMINUM 6063-T5.050' THICK 2 3/6" 2 3/t6 r CIAI FRd AAF IAAAF7 ALUMINUM 606.9 W O50' THICK SIGNED: 1211412017 MI WINDOWS AND DOORS, LLC 111111rrrr// 550 WEST MARKET STREET f,9GRATZ, PA 17030-0370 J\`' 9 ,s t' OATR SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON -IMPACT COMPONENTS 0, Fri0iw` i Fs•.(NOARww. RLv 1DRAW" GLuis R. Lomas P.E. iGLE SE NTSDATE12/29/14 11 OT 11 L ROBERTO LCI4AS P E 1432 NWOFORD RD LEK7SVMLE NC 27023 FL No.: 62514 434LE5- 0609 rfiwnn Wbn=rd* 0lII Florida Building Code Online https://www. floridabuilding.org/l)r/pr_app_dtl.aspx?param=wGEVX... tE. Professional rear BCIS Home I Ivg In , User Registration Hot TOPICS I Submt Surcharge I Stats a Facts Publications ; FBC Stag I BCIS Ste Map I Links I Search I t*r Product ApprovalUSER. Public User P.rod4St.,pntnYnLMenu > Prrxlllrt ur AOnI0L4P_5U_IKh > Wfttlugn.LGi > Application Detail FL # FL15349-R10 Application Type Editorial Change Code Version 2017 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method MI Windows and Doors 650 West Market Street Gratz, PA 17030 717)365-3300 Ext2560 bsitlinger@miwd.com Brent Sitlinger bsitlinger@miwd.com Windows Fixed Certification Mark or Listing American Architectural Manufacturers Association Steven M. Urich, PE Validation Checklist - Hardcopy Received Standard AAMA 506 AAMA/WDMA/CSA 101/I.S. 2/A440 Method 1 Option A Year 2011 2008 1 of 3 4/13/201 R, 7:21 AM : Florida Building Code Online hitps://www. floridabu i Id iiig.oi•g/pr/pr_app_dti.aspx?param=wG E VX... Date Submitted 03/26/2018 Date Validated 03/26/2018 Date Pending FBC Approval Date Approved 03/27/2018 Summary of Products FL # --_ - Model, Number or Name Description w - - - - - -- 15349.1-- - y 1185 PW --- _--- 73 x 72 Insulated Glass -- ------ Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FLI5349 1130 C CAC-APC 12786,12787.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No j 04/03/2023 Design Pressure: +60/-60 Installation Instructions Other: CW-PG60 FLIS349 RIO 11 OB_023578.pdf Verified By: Luis R. Lomas, PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL15349-_R10_AE_513124B.pdf Created by Independent Third Party: Yes F1 349.2 --_- 185 PW - - - - - --- 1 159 x 54 Triple CHS Insulated Glass — Limits of Use I Certification Agency Certificate Approved for use in HVHZ: No I FL15349-RIO C CAC APC 15350.0f Approved for use outside HVHZ: Yes I Quality Assurance Contract Expiration Date 1 Impact Resistant: No O1/24/2021 Design Pressure: +55/-55 Installation Instructions Other: R-PG55 FL15349_R10 [I 08-02949.pdf Verified By: Luis R. Lomas, PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL15349 R10 AE 513783.pdf Created by Independent Third Party: Yes 15349.3 185 PW Impact 72 x 72 Insulated Laminated Glass Limits of Use - Certification Agency Certificate Approved for use in HVHZ: No FL15349-R10_ C CAC APC 15454.pgf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 06/25/2021 Design Pressure: +55/-55 Installation Instructions Other: FW-LC55, Missile Level D, Wind Zone 3. Glass FIL 349 R10 11 08-02948.pdf consisted of 5/32" tempered exterior - spacer - 5/32" Verified By: Luis R. Lomas, PE 62514 annealed / 0.100 Solutia Saflex HP / 5/32" annealed. Glass I Created by Independent Third Party: Yes was bedded In Pecora 896 silicone with 5/8" glass bite. Evaluation Reports ELL SI49 R10 AE 5137$2 pdf Created by Independent Third Party: Yes 15349.4 185 PW Impact 1159 x 54 Triple CHS Insulated Laminated Glass Limits of Use Certification Agency Certificate I Approved for use in HVHZ: No I FL15349 R10 C CAC APC 8272.pdf I Approved for use outside HVHZ: Yes F1-15349-1110-C CAC APC 8273.pdf j Impact Resistant: Yes Quality Assurance Contract Expiration Date j Design Pressure: +55/-55 101/ 24/2021 j Other: FW-R55, Missile Level D, Wind Zone 3. Glass Installation Instructions j consisted of 1/8" annealed exterior - spacer - 3/32" annealed FL15349_1110_II_08-01614B.pdf i / 0.090 Solutla PVB / 3/32" annealed. Glass was bedded in j Verified By: Luis Roberto Lomas 62514 Pecora 896 silicone with 5/8" glass bite. Created by Independent Third Party: Yes Evaluation Reports FLI5349 R10 AE 512278B•Odf Created by Independent Third Party: Yes 15349.5 185 PW Impact Limits of Use -+ Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55/-55 Other: FW-LC55, Missile Level D, Wind Zone 3. Glass consisted of 5/32" annealed exterior - spacer - 5/32" annealed / 0.300 Solutia Sanex HP / 5/32" annealed. Glass was bedded in Pecora 896 silicone with 5/8" glass bite. 96 x 60 InsulatedLaminatedGlass -- Certification Agency Certificate FL15349 III C CAC APC 7962.odf Quality Assurance Contract Expiration Date 12/ 05/2020 Installation Instructions FL15349 RIO I1 08_01613B.pdf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports 2 of 3 4/13/20182 7:21 AM Florida Building Code Online https://www.floridahuilding.org/pr/pr_app_dti.aspx?parwn=wGEVX... FL15349 R10 AE 51 2776.Qdf Independent Third Party: Yes _ _I Back neat Contact us :: 2601 stair Stone Roatl. T3lahassee FL 32399 Phone: 850.487-1824 The Slate of Flonda es an AA/EEO employer. CQQynght 2007-2013 State Of Florida.:: EEhf Slat flt :: Accessibihtv_Statement :: Refund Statement Under Florida law, ernad addresses are public records. If you do not want your a-mal address released m response to a public -records request, do not send electronic mall to this entity. Instead, contact the offke by phone or by traditional mad. If you have any questions, please contact 850.487.1395. -Pursuant to Section 4S5.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an emal address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are pubic record. if you do not wish to supply a personal address, please provide the Department with an email address whch an be made available to the public. To determine d you are a licensee under Chapter 455, F.S., please click ft . Product Approval Accepts: Credit Card Safe 3 of 3 4/13/2018, 7:21 AM NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1 X BUCK OVER MASONRY/CONCRETE IS OPTIONAL 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. 8. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16- OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. 10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR MOOD ANCHOR CALCULATIONS. 11. FRAME MATERIAL: EXTRUDED ALUMINUM 6063-T5. 12. UNITS MUST BE GLAZED PER ASTM E1300-04/09. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE #6 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. REVL40N5 OESCIEPICN DATE I APPROVED REVtSED INSTALLATION DETAILS 06/01/15 R.L REVISED NAME AND ADDRESS 10/27/16 R.L 15. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4' MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 15. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16- TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 17. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 18. ALL FASTENERS TO BE CORROSION RESISTANT. 19. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PSI MINIMUM. D. METAL STRUCTURE: STEEL 18GA (.048") FY-33KS1/FU=52KSI OR ALUMINUM 6063-T5 FU=30KSI .048' THICK MINIMUM 20. GEOMETRIC SHAPES ARE ALSO APPROVED. APPROVED GEOMETRIC SHAPES DIMENSIONS SHALL NOT EXCEED INSCRIBED DIMENSIONS OF APPROVED RECTANGULAR ASSEMBLY SHOWN IN SHEET 2. TABLE OF CONTENTS SHEET NO.F DESCRIPTION 1 NOTES 2 - 3 ELEVATIONS" CHARTS AND GLAZING DETAILS 4 - 12 INSTALLATION DETAILS SIGNED: 1111512016 MI WINDOWS AND DOORS, LLC 0% %1111111/// 650 W. MARKET ST. OR. L p 9d,% GRATZ, PA 17030 VG E N 6F; zi NO 51 iSERIES185ALUMINUMFIXEDWINDOW 73" X 72" NON -IMPACT NOTES o , TAT.. OF 4t`S.OR10Q G` DRAWL o6cNo. REv J. L. 08-02E357 B fit;tEa Luls R. Lomas P.E. J.LnArE NTS09/03/14 1 OF 12 L ROBERTO LOADS RE 14, 12 WOODFORD RO LEIYISVALE, NC 27023 FL No.: 62514 474. 6664609 rtbmas9trlornasp.mzr 72 1 /2" MAX FRAME WIDTH —, { I 6' MAX - IS" MAX O.C. — (— 6- MAX I L / IS" j MAX O.C. 71 1/2' MAX FRAME HEIGHT REFER TO CHARTS SERIES 185 ALUMINUM FIXED WINDOW N 1 k $2 EXTERIOR VIEW FOR NUMBER OF ANCHORS REQUIRED 72 1/2' MAX FRAME WIDTH 6' MAX 18" MAX O.C. 6" MAX 71 1/2" 18. MAX MAX FRAME TO_ tHEIGHT REFER TO CHARTS SERIES 185 ALUMINUM FIXED DESIGNER WINDOW 1 k #2 EXTERIOR VIEW FOR NUMBER OF ANCHORS REQUIRED DESIGN PRESSURE RATING IMPACT RATING 60.OPSF NONE NOTES: 1. MAXIMUM D.L.O. , 69 3/4' X 68 34' REVISIONS REV OESCRPTION DATE APPROVED A REVISED INSTALLATION DETAILS 06/01/15 R.L B REVISED NAME AND ADDRESS 10/27/16 R.L. CHART Xl Number of anchors required (wlthoul rigid filler!) F-8 Pram4 width (in) Might 24.00 1 30.00 25.00 42.00 4L00 54.00 60.60 6640 LSO in) HLS Pmmbl HAS P&Mb HISS pamb HLS pamb Has J&Mb HLS Wmb HISS Jamb HAS Jamb HAS Jamb 24.00 2 1 2 1 2 1 2 3 1 2 3 1 2 3 2 4 1 2 4 2 4 2 5 2 30.00 2 1 2 1 2 2 3 1 2 3 2 3 2 4 1 2 4 2 4 2 5 2 35.00 2 3 1 2 3 3 3 3 3 3 3 4 1 3 4 3 5 3 5 3 42.00 2 3 2 3 7 3 3 3 3 3 4 3 5 3 5 3 6 3 48.00 2 3 2 3 3 3 3 3 3 3 4 3 5 3 6 3 5 3 54.00 2 4 2 4 3 4 3 4 3 4 4 4 5 4 6 4 7 4 60D0 2 4 2 4 3 4 3 5 2 5 4 5 5 1 5 6 FS 7 5 LDO 2 4 2 4 3 5 3 5 3 6 4 a 5 a 6 6 7 6 71.50 2 5 2 5 J 5 3 6 3 6 4 T 1 5 7 6 7 1 7 1 7 CHART 02 Number of anchors required (with rigid fillers) Prams Frame width (In) h6ighl 24.00 5000 Saw 42.00 4L00 54.00 80.00 a0D0 7L50 in) H&SpWamb HAS pamb HAS Jamb His mb HAS Jamb HAS omb HAS ma HLS amb HAS Jamb 2400 2 2 2 2 3 2 3 2 3 2 4 2 4 2 4 2 5 2 30.00 2 2 1 2 1 2 3 2 3 2 3 2 4 2 4 2 4 2 5 2 35.00 2 2 3 3 3 3 3 4 3 4 3 4 3 5 3 42.00 2 3 2 3 3 3 3 3 3 3 4 3 4 3 4 3 5 3 48.00 2 3 2 3 3 3 3 3 3 3 4 3 4 3 4 3 5 3 54.00 2 4 2 4 3 4 3 4 3 4 4 4 4 4 4 4 5 4 60.00 2 4 2 3 4 3 4 3 4 4 4 4 4 I 4 5 4 aL00 2 4 2 4 3 4 3 4 3 4 4 4 4 4 4 4 5 4 71.60 2 5 2 5 3 5 3 5 J 5 4 5 4 5 4 5 5 5 SEE SHEETS 4.7 FOR INSTALLATION DETAILS SIGNED: 11115RO16 MI WINDOWS AND DOORS, LLC IIIIIIIII// L 650 W. MARKET ST. J\S R 0? f9 iGRATZ, PA 17030 G E N S di 0, 6POKFI-T SERIES 185 ALUMINUM FIXED WINDOW 73' X 72" NON -IMPACT_. FLANGE & FINLESS ELEVATION t CHARTS S LAD• TAT O'c4P• (ORIO • \ ii7S/s/pNA DRAW. DWO No. 1$V 08-02 357 B i}Er1G\\ Luis R. Lomas P.E. FL NO.: 62514 sFx DATENTS 09/03/14 2 OF 12 L. ROBERTO LOMAS P.E. 1437 WOODFORD RO LEWSVILLE. NC 27023 4.H-685-CM9 r 0 8bmar i=tt 71 1 FF HE 6' MAX 72 1/2" MAX FRAME mom 18" MAX O.C. 6- I MAX L 18' j MAX O.C. 1/2" LAX AGE IGHT j 6" MAX REFER TO CHART #3 J SERIES 185 ALUMINUM FIXED WINDOW FOR NUMBER OF EXTERIOR VIEW ANCHORS REQUIRED 72 1/2" MAX FRAME WIDTH 6" MAX 18" MAX O.C. —{ 6" MAX 18' MAX O.C. 71 1/2' MAX FRAME HEIGHT I IEFER TO CHART 03 —` FOR NUMBER OF SERIES 185 ALUMINUM FIXED DESIGNER WINDOW ANCHORS REQUIRED EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING 60.0PSF NONE NOTES: 1. MAXIMUM D.L.O.: 69 Y4' X 56 Y4• REASIONS REV OESWIRION wTE APPROVED A REVISED INSTALLATION OETAILS 06/01/15 R.L. B REVISED NAME AND ADDRESS 10/27/16 R.L CHARTAU Number of anchors required Qln Installation) Frmn• Frans width (in) Height 14.00 20.00 ride 1 42.00 48.00 1 64.00 60.00 G&W 77.50 IN HAS pamb HAS pairb HAS PaMbf HAS P&Mb HAS JaMbI HAS PaMb His Va.bj HAS mb HAS Jamb 24. 00 3 3 3 3 3 3 4 3 4 3 4 3 5 3 5 3 e 3 30. 00 3 3 3 3 3 3 4 3 4 3 4 3 5 3 1 5 3 e 3 31LOO 3 3 3 3 3 4 3 4 3 4 3 5 3 5 3 6 3 42. 00 4 3 4 3 4 4 4 4 4 4 4 5 4 5 4 0 4 4J. 0O 3 4 3 4 3 4 4 4 4 4 4 4 5 4 5 4 e 4 SIAO 3 4 3 4 3 4 4 4 4 4 4 4 5 1 5 4 e 4 60. 00 3 5 3 5 3 5 4 5 4 5 4 5 s 5 5 5 e 5 Oe. 00 3 5 3 5 3 5 4 5 4 5 4 5 5 5 5 5 5 5 71. 50 3 e 3 e e 1 e 4 0 4 e 5 S e e e SEE SHEETS FOR INSTALLATION DETAILS MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ, PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73' X 72" NON —IMPACT FIN ELEVATION & CHART DRAWN. M NO J. L. 1 08-02357 srz NTS I WE 09/03/14 IMUT3 OF 12 L ROBERTO LOWS P.E. 432 NWDFORD RD LEH9SVVX. NC 27W3 43& 6w-owg AbMffSv rkmmoa.com SIGNED: 1111512016 J\ 5111t I ILIO 0RoF aEv '' AZORIO? • B 0/0NA 11S: G0 Luis R. Lomas P.E. FL No.: 62514 RFVISIC'6 1/2" MIN. REY DESCRIFTION DA1F I.—. EDGE DISTANCE 3/4" MIN A REVISED INSIALLAT10N DETAILS 06/01/15 R.L. WOOD FRAMING 1 MIN. METAL EDGE DISTANCE B REVISED NAME AND r4"1DRESS 10/27/16 R.L. OR 2X BUCK BY OTHERS I EMBEDMENTSED STRUCTURE BY OTHERS 1/4' MAX. II u SHIM SPACE 1 1/4" MAX. J BACKER ROD SHIM SPACE BACKER ROD APPROVED b APPROVED SEALANT I SEALANT SOR 10 WOOD SCREW LE SFDRILLINGSSCREW EXTERIOR EXTERIOR INTERIOR INTERIOR 870 SMS OR 10 WOOD SCREW SELF DRILLING SCREW BACKER ROD RIGID FILLER BACKER ROD RIGID FILLER APPROVED 1/4' MAX. APPROVED SEALANT F SHIM SPACE SEALANT II r 1/4 MAX' 11--V uu t SHIM SPACE WOOD FRAIAING OR 2X BUCk I I IJIN METAL STRUCTURE i NOTES: BY OTHERS KI EMBEDMENT BY OTHERS 1 INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 3/ 4" MIN 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE EDGE DISTANCE DESIGNED IN ACCORDANCE WFTHASTM E2112 1/ 2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION WOOD FRAMING OR 2X BUCK INSTALLATION 1 1/4" MIN. 1/4' MAX. EMBEDMENT IF SHIN SPACE 1/ 2" MIN. EDGE DISTANCE '/ L INTERIOR 1 10 WOOD SCREW WOOD FRAMING EXTERIOR OR 2X BUCK BY OTHERS BACKER ROD APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK LNSTALLATM 1/ 4' MAX. SHIM SPACE 3/ 4- MIN. EDGE DISTANCE I 10 SMS OR — SELF DRILLING SCREWS METAL EXTERIOR STRUCTURE BACKER ROD BY OTHERS & APPROVED SEALANT JAMB INSTALLATION DETAIL INTERIOR METAL STRUCTURE INSTALLATION SIGNED: 1111512016 DOORS, LLC MIWINDsoWw. R 11 MARKETSST.\\`\\\5 Llp GRATZ, PA 17030 r .CENZ e.Lp zz 0 * SERIES185ALUMINUMFIXEDWINDOW73" X 72" NON —IMPACT FINLESS INSTALLATION DETAILS WITHOUT FILLERS TAT OF 4` F• [ ORAOP ORAIWm-c No RF>r OB— B t/ MAiAE0G` Luis R. Lomes P.E. FL No.: 62514 scut NTS o^T1 09/03/ i 4 s03 7 OF 12 L. ROBERTO LOMAS P.E. IlVWOODFORD RD LEWISVILIE RC 2702J 4. U-M-0609 rAmt7@Matusq.00m REMIONS REV DESCRIPDCV d1TC nFPROVED 2 1/2" MIN. I A REVISED IYSiALLATICN DETAILS 06/01/1 R.L EDGE DISTANCE d I REVISED !TAME AND ADDRESS 10/27/16 R.L. CONCRETE/MASONRY BY OTHERS •• I 1 1 4" MIN. 1 1/4" MIN. EMBEDMENT CPTICNAL 1X BUCK EMBEDMENT SEE NOTES 3 - 7 SHEET I a BACKER ROD I I 1 4 MAX. CONCRETE/MASONRYYOTHERS BERS1/4" MAX. b APPROVED SHIM SPACE r SHIM SPACE SEALANT OPTIONAL 1X BUCK SEE NOTES 3 - 7 SHEET 1 3/ 16" TAPCON a EXTERIOR INTERIOR 3/16" TAPCON INTERIOR 3/ 16- TAPCON BACKER ROD dt . APPROVED I SEALANT 1/ 4" MAX. 2 1/2" OPTIONAL IX BUCK r SHIM SPACE MIN. SEE NOTE 3 - 7 SHEET I I EDGE DISTANCE EXTERIOR BACKER ROD CONCRETE/ MASONRY do APPROVED BY OTHERS e • 1 1/4" MIN. SEALANT A, EMBEDMENT JAMB INSTALLATION DETAIL 1 CONCRETE/MASONRYINSTALLATION a 1 C • 2 1/2• MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEIMASONRY INSTALLATION SIGNED: 1111512016 MI WINDOWS AND DOORS, LLC IIII71IIlIrIi,, P.[ 650 W. MARKET ST. O JSGRATZ. PA 17030 r,•GENS ,LP NOTES: SERIES 185 ALUMINUM FIXED WINDOW 0y61251 * f. INTERIOR AND EXTERIOR FINISHES,BYOTHERS, 73" X 72" NON -IMPACT NOT SHOWN FOR CLARITY. FINLESS INSTALLATION DETAILS WIT'r.UT FILLERS TO BE o SSSSTATEE OF 2. PERIAIMR AND JOINT SEALANT BY OTHERS F• j/ s ORI P DESIGNEDINACCORDANCEWITHASTME2712DRAW: Jwc wc. REV G J. L. 08 502357 B an NTS09/03/14 5 OF 12 L. ROBERTO LOAKS P.E Luis R. Lomas P.E. 1432W000FGR0R0LEWISVIL. LE.NC270e3 FL No.: 62514 4346W- 0609 .aan 41, REVISIONS 1/2 MIN. eEv DESCRIPTION CITE APPROVED EDGE DISTANCE 3/4" MIN A REVISED INSTALLATION DETAILS On/01/15 R.L. WOOD FRAMING 1 1/4" MIN. METAL r I EDGE DISTANCE B REVISED NAME AND ADDRESS 10/27/16 R.L OR 2X BUCK F EMBEDMENT STRUCTURE BY OTHERS MAXBYOTHERS 11 SHIM SPACE I t 1/4` MAX. j r BACKER ROD SHIM, SPACE BACKER ROD k APPROVED k APPROVED RIGID FILLER SEALANT RIGID FILLER SEALANT 10 SMS OR 10 WOOD SCREW SELF DRILLING SCREW EXTERIOR EXTERIOR INTERIOR INTERIOR 10 SMS OR 10 WOOD SCREW SELF DRILLING SCREW SACKER ROD k APPROVED NT \ SEALANT \\\ RIGID FILLER I 1/4" MAX. SHIM SPACE ACKER ROD k APPROVED SEALANT RIGID FILLER r 7/4' 1 SHIP, SPACE WOOD FRAMING OR 2X BUCK T— 1 1 4" MIN. METAL STRUCTURE 5 I NO OTHERS EMBEDMENT BY OTHERS INTERIOR AND EXTERIOR FINISHES, BYOTHERS, BY I NOT SHOWN FOR CLAAlTY I ' 3/4" MIN 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE EDGE DISTANCE DESIGNED IN ACCORDANCE WITH ASTM E2112 I 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION WOOD FRAMING OR 2X BUCK INSTALLATION 1 1/4' MIN. 1/4" MAX. EMBEDMENT r S41M SPACE T— 1/2" MIN. I RIGID FILLER EDGE DI ISTANCE INTERIOR 10 WOOD 1 SCREW WOOD FRAMING J EXTERIOR OR 2X BUCK BACKER ROD BYOTHERSG APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION T_ 13/ 4" MIN. EDGE DISTANCE 10 SMS OR SELF DRILLING SCREWS METAL J EXTERIOR STRUCTURE BACKER ROD BY OTHERS & APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION 1/ 4" MAX. FSHIM SPACE RIGID FILLER INTERIOR SIGNED: 1111512016 MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. VIIIIIIIrI/,, S R C0//i 9JT/ GRATZ, PA 17030 GENS, 0 51 *= SERIES185ALUMINUMFIXEDWINDOW73" X 72" NON -IMPACT FINLESS INSTALLATION DETAILS WITH RIGID FILLERS OVI-= OF ; F • •' A•[ O R 10? • ' DRAu>r: o.c Na. RCV J. L. 08-02357 111111110 Luis R. Lomas P.E. SCALE NTS a`TE 09/03/14 5— 6 OF 12 L ROSERTO LOURS P.E. 1432 WOODFORD RD LEWISVILLE. NC 27023 FL No.: 62514 434, 686.O 09 nlcn &%0klwwp..mm r REV6WY5 REV DESCRIPTION a•TE A^PROVD 111------ 2 1/2" MIN A REVISED INSTALLATION DETAILS 06/01/15 R.L. I EDGE DISTANCE I B REVISED NAME AND ADDRESS 10/27/16 R.L. CONCRETE/A4150NRY BY OTHERS •• ° •I 11 1 1/4" MIN. , I 1 1/4" MIN. EMBEDMENT OPTIONAL 1X BUCK 4 EMBEDMENT SEE NOTES 3 — 7 ° SHEET 1 r I ' 1 a II CONCRETE/MASONRY BACKER ROD I 1/4' MAX. J BY OTHERS ---III 1/4" MAX. APPROVED SHIM SPACE I SHIM SPACE SEALANT I OPTIONAL 1X BUCK RIGID FILLER SEE NOTES 3 — 7 SHEET 1 — RIGID FILLER 3/16" TAPCON v EXTERIOR INTERIOR 3/ 16' TAPCON INTERIOR 3/16" TAPCON BACKER ROD , APPROVED RIGID FILLER I : OPTIONAL 1X BUCK r 1/4" MAX. 2 1/2" SEE NOTE 3 — 7 I SHIM SPACE WIN.. EDGE EXTERIORSHEET1 1 DISTANCE \\ CONCRETE/MASCNRY I ` BACKER ROD BY OTHERS ° c 1 1/4" MIN. SEALANT APPROVED EMBEDMENT SEALANT JAMB INSTALLATION DETAIL Y •— T CONCRETFJMASONRY INSTAL LATICN a 2 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEIW SONRY INSTALLATION ' NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DF_SIGNED IN ACCORDANCE WITH ASTM E2r12 MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ, PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON —IMPACT FINLESS INSTALLATION DETAILS WITH RIGID FILLERS NIXON. FIG NO REV J.L. 08-02357 B suLE NTS DA'E 09/03/14 1 sNELT 7 OF 12 L ROBERTO LOMAS P.E. 1472 WOODFORD RD LEWISVILLE. NC 2770W 4'u'z8-0609 dba -p4Ax pt.= SIGNED: 1111512016 J\ S Rl I ILIO pENSF •J, 0 51 *~ T OF i'VIONA 11\\\ Luis R. Lomas P.E. FL No.: 62514 INOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD do APPROVED SEALANT BEHIND FLANGE 1/2' MIN. EDGE DISTANCE 1 1/4- MIN. EMBEDMENT I I I 1/4" MAX. SHIM SPACE J10 WOOD SCREW r 3/4^ ,{IN METAL STRUCTURE BY OTHERS BACKER ROD & APPROVED SEALANT BEHIND FLANGE 1/4" MAX. SHIM SOACF 10 SMS OR ELF DRILLING REV/ 4EVl40tb Ry DESCRIPTION Dlr. APPROVED A REVISED INSIALLATIDN DETAILS 06/01/15 R.L R REVISED NAME AND ADDRESS 10/27/16 I R.L EXTERIOR EXTERIOR INTERIOR INTERIOR 10 SMS OR ff10 WOOD SCREW SELF DRILLING SCREW BACKER ROD & RIGID FILLER BACKER ROD & RIGID FILLER APPROVED SEALANT klq I 1/4" MAX, APPROVED SEALANT BEHIND FLANGE SHIM SPACE BEHIND FLANGE T I 1/4- MAX SHIM SPACE_ NOTES: WOOD FRAMING 1 1/4- MIN. METAL I 1. INTERIOR AND EXTERIORFINISHES, BYOTHERS, NOTSHOWNFORCLARITY. OR2XBUCKBY OTHERS EMBEDMENT STRUCTURE BY OTHERS 1 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE 1 3/4' MIN DESIGNED IN ACCORDANCE WITH ASTM E2112 1/ 2' MIN EDGE DISTANCE EDGE DISTANCE VERTICAL CROSS SECTION VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION WOOD FRAMING OR 2X BUCK INSTALLATION 1/ 4" MAX. 1 1/4" MIN. 1/4" MAX. SHIM SPACE EMBEDMENT r SHIM SPACE r- 1T_ 1 / 2- MIN 3/4- MIN. INTERIOR EDGE DISTANCE EDGE DISTANCE SIGNED: 1111512016 INTERIOR MI WINDOWS AND DOORS, LLC A11111 1l1/ 1 650 W. MARKET ST. R• LOi 10 WOOD I jj1D SMS OR GRATZ. PA 17030•GENs gU+ SCREIV I SELF DRILLING SCREWS SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON —IMPACT 5]# D,.6:0, yR(( rI(;N C• _ WOODFRAMINGOR 2X BUCK EXTERIOR METAL EXTERIOR FLANGE INSTALLATION DETAILS WITHOUT FILLERS 0 • $TAT BY OTHERS BACKER ROD @ STRUCTURE BY OTHERS BACKER ROD & DRAWN: ovc LIM i• :OR10p iFs` • • C3 APPROVEDSEALANT APPROVED DSEALANTf 08- 5022357 B ONAj1E:\N' EHND LANE oArz NTS09/03/14 8 OF 12 JAMB INSTALLATION DETAIL JAMB INSTALLATION DETAIL L FIOGERTO LOWS P.E. WOOD FRAMING OR 2X BUCK INSTALLATION METAL STRUCTURE INSTALLATION 1432VADDOFORDRDLEMSVXLE,NC27023 Luis R. Lomos P.E. 62514 43d-6118-aW9 o.: 2 11/2• M-N. ----II EDGE DISTANCE 1 CONCRETE/MASONRY BY OTHERS ' a • I 1 1/4• MIN. OPTIONAL IX BUCK ° a EMBEDMENT SEE NOTES 3 — SHEET 1 } i I BACKER ROD & APPROVED SEALANT SHIM SPACE BEHIND FLANGE 3/16" TAPCON EXTERIOR INTERIOR BACKER ROD & I i 3/16" TAPCON APPROVED SEALANT BEHIND FLANGE OPTIONAL IX BUCK 1/4 MAX SEE NOTE 3 — 7 r SF41M SPACE SHEET 1 CONCRETE/MASONRY ' BY OTHERS a 1 1/4" MIN. a a EMBEDMENT a 2 1/2• MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEIW SONRY INSTALLATION RLVKICNS REV 0E5CRW00N rATE I +-PROVED A REVISED INSTALLATION DETAILS 06/01/ 15 R L. B REVISED NAME NNO ACDRESS 10/27/16 R.L. 1 1/4" MIN. EMBEDMENT I I CONCRETE/MASONRY BY OTHERS - _ 1/4• MAX. I SHIM SPACE OPTIONAL IX BUCK :1 SEE NOTES 3 — 7 SHEET 1 a 3/16" TAPCON i INTER/OR 2 1/2" MIN. c EDGE DISTANCE \ EXTERIOR BACKER RCD do APPROVED SEALANT BEHIND FLANGE JAMB INSTALLATION DETAIL CONCRET&SIASONRY INSTALLATION NOTES. 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED W ACCORDANCE WITH ASTA4 E2112 MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ, PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON —IMPACT FRINGE INSTALLATION DETAILS WITHOUT FILLERS DRAWN 7 G J.L. 08-02357 SCILE NTS I OAT' 09/03/14 9 OF 12 L ROBERTO LOMAS P E. W32 WOODFORD RD LEVKSmLE NC 27023 3dfiEE-0809 fflm slime spf am SIGNED: 1 fi 15/2016 0 O 5 E OF ; 0 SI OI I IAI 110?\\ Luis R. Lomas P.E. FL No.: 5251 A WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD & APPROVED SEALANT BEHIND FLANGE 1/2" MIN. EDGE DISTANCE 1 1/4 MIN EMBEDMENT I a 1 1/4" MAX J SHIM SPACE RIGID FILLER 10 WOOD SCREW EXTERIOR INTERIOR 1'D WOOD SCREW RIGID FILLER BACKER ROD k APPROVED SEALANT 1/4" MAX BEHIND FLANGE rI SHIM SPACE I WOOD FRAMING 1 1/ MIN OR 2X BUCK EMBEDMENT BY OTHERS I 1/2" MIN EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION 1/4" MAX. SHIM SPACE CID FILLER 10 SMS OR ELF DRILLING ZREW INTERIOR 10 skis OR SELF DRILLING SCREW BACKER ROD & I RIGID FILLER APPROVED SEALANT I I BEHIND FLANGE 1/4" hAAX SHIM SPACE METAL STRUCTURE BY OTHERS BACKER ROD & APPROVED SEALANT BEHIND =LANGE EXTERIOR METAL - STRUCTURE BY OTHERS 3/4- MIN EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION REVWNS REV DESCRInon DATE A REVISED INSTALLATION DETAILS 06/01/15 R.L B REVISED NAME AND ADDRESS 10/27/16 RLAPPROVED NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BYOTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WfTH ASTM E2112 1 1/4" MIN. 1/c" MAX. t /4" MAX. SHIM SPACE EMBEDMENT SHIM SPACE i T RIGID FILLER 1— 3/a" Mw. INTERIORt/2" MIN EDGE DISTANCE SIGNED: 1111512016EDGEDISTANC RIORMI WINDOWS AND DOORS, LLCcST. 11tLO el/6KET 10 WOOD 10 SMS OR GRATZ, PAR 17030 v.•\F, SCREW SELF DRILLING SERIES 185 ALUMINUM. FIXED WINDOW*• 0 5SCREWS73" X 72" NON—IMPACT 2WOODFRAMING OBY TERIOR EXTERIOR FLANGE INSTALLATION DETAILS WITH RIGID FILLERS 13 STATE O OTHERSCK STRUCTURE BY OTHERS BACKER ROD & mum+, owc Ro, REV i0't'*-:lORVDV` G SEALANT APPROBEHINDED SEALANT L. 08 Br1350BEHINDAPPROEDFLANGEFLANGEsrulNTSpA7F09/03/14 sO OF 12 OfIlAlL1?\\\\ JAMB INSTALLATION DETAIL JAMB INSTALLATION DETAIL L ROBERTO LOMAS P.E WOOD FRAMING OR 2X BUCK INSTALLATION METAL STRUCTURE INSTALLATION IAMKVMFORDRDLEWISVILLF-NC27M Luis R. Lomas P.E. FL No.: 6251A6WMp , .7ingkiWoSpe 2 1/2" MIN EDGE DISTANCE CONCRETE/MASCNRY ( ,IBYOTHERS " a I. e 1 1/4' MIN. CPTIONAL 1x BUCK E EMBEDMENT SEE NOTES 3 - 7 1 SHEET t 1 1 I 1 BACKER ROD & APPROVED SEALANT BEHIND FLANGE EXTERIOR PACKER ROD & - APPROVED SEALA.\? BEHIND FLANGE OPTIONAL tx BUCK - SEE NOTE 3 - 7 SHEEP 1 CONCRETE/MASONRY - BY OTHERS V.V61DNS R-v I DESCRWTIO DATE MPRCVED A REVISED INSTALLATION DETAILS 06/01/15 RL. REVISED NAME AND ADDRESS 10/27/16 R.L. 1 1/4" MIN. EMBEDMENT c CONCRETE/MASONRY 1/4AtAX. J BY OTHERS 1/4• MAX SHIM SPACE c I SHIM SPACE OPTIONAL IX BUCK RIGID FILLER SEE NOTES 3 - 7 SHEET t RIGID FILLER 3/ 16" TAPCON a } INTERIOR 3/16" TARCON 1 I INTERIOR 3/ 16" TAPCON RIGID FILLER t/ A- MAX. 1 SHIM SPACE i G • • 1 1 /4" MIN. e, EMBEDMENT O • • 1 2 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRETE/ MASONRY INSTALLATION 1 1 2 I/2.. — EDGE EXTERIOR DISTANCE \ BACKER ROD & APPROVED SEALANT BEHIND FLANGE JAMB INSTALLATION DETAIL CONCREFEAIASONRY INSTALLATION NOTES• 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WTI ASTM E2112 MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ, PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON -IMPACT FLANGE INSTALLATION DETAILS WITH RIGID FILLERS OR" ll OV/G NC, RD J. L. 08-02357 8 STALE NTS D TE 09/03/14 s"ER 1 1 OF 12 L. ROBERTO LOMAS c E. 1AX WOODFORD RD LEMSVN.LE. NC 27023 I34E960609 A1maa@kbT rpp.c" SIGNED: 1111512016 1R IILI0 i v •\GyE NS'giPi i1251 * TAT kEO F ; w z Luis R. Lomas P.E. FL No.: 62514 APPROVED SEALANT BEHIND FIN 1 1/4" MIN EMBEDMENT B6 WOOD WOOD SCREW FRAMING BY OTHERS 1/4" MAX. SHIM SPACE WOOD FRAMING ..{ 1/4" MAX 3/B' RAIN — BY OTHERS I SHIM SPACE EDGE DISTANCE I WOODjj6 SCREWCREW INTERIOR 1 1 INTERIOR EXTERIOR 1/4" MAX I j SHIM SPACE 3/8" MIN J 1I! EDGE DISTANCE 6 WOOD I v"OOD SCREW FRAMING APPROVED — 1 1/4" MIN. BY OTHERS SEALANT EMBEDMENT BEHIND FIN VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK WSTALLA77ON 1 1/4" MIN. EMBEDMENT v El APPROVED SEALANT BEHIND FIN EXTERIOR 3/8- MIN EDGE DISTANCE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK UVSTALIATION REVISIONS RU DESCRIPTION DATE APPROVED A I REVISED I.VSIALLATION DETAILS 06/01/15 R.L. B REVISED NAME AND ADDRESS 10/27/16 R.I. NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT SHOWN FOR CLARRY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E21 1`2 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 DRAWN: DAO NO. J.L. 08-02357 1'4C NTS DA'E 09/03/14 SHUT 1 2 OF 12 L ROBERTO LONAS P.E. 1r32 WOODFORD RD LEWISVALE, MC 27OU 434.6m-ow9 M TAS@* mlrpLo= SIGNED: 1111512016 111 U 111111 COy. N/,O. FRF EN pTA O. k7 jof 11'0 \ 1111ILuisR. Lomas P.E. FL NO.: 62514 Florida Building Code Online littps://www.floridai)uilding.org/pr/pr_app_dtl.aspx?parain=wGEVX .. Business & Professional'Regulation 17' M-,. FAC rI BCIS Home I log In I User Registration I Hot TOPICS Submit Surcharge i stats a Facts I Publications I FBC Stall i SCIS SO Map I Links I Search Florida r l ;t l Product ApprovalwUSER: Fvbk User t`• _ .oi_. DvGt AAPLRvaI MO 4 > OAySt9iaDDllG7610JL G liGll > apsgAilqn.LSt > Application Detail 1 FL # FL15353-R3 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717)365-3300 Ext2560 bsitlinger@miwd.com Authorized Signature Brent Sitlinger bsitlinger@miwd.com Technical Representative Address/ Phone/ Ema I I 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-62534 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code E115j53 R3 COI FLCOI.Of Standard AAMA 450 Year 2010 1 of 3 4/ 13/2018, 7:26 AM Florida Building Code Online https://www.floridabuilding.org/pr/pr app_dtl.aspx?parain=wGEVX... Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 10/16/2017 10/23/2017 10/26/2017 12/12/2017 FL # I Model, Number or Name 15353.1 — 15764 Limits of Use - Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Max single window size: 52-1/8" x 84". Max mullion span: 104-1/4". 15353.2 5764 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Max single window size: 52-1/8" x 84". Max mullion span: 83" Description Horizontal Aluminum Mullion Installation Instructions FL7.535.3_R3_tI Q@_QI_44Q13 qdf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL15353 R3 AE 512072B,p5lf Created by Independent Third Party: Yes Vertical Aluminum Mullion Installation Instructions FLI5353-11311_QB-0 t 43QB, pdf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FU5353 R3 AE 512063a,p.Of Created by Independent Third Party: Yes 15353.3 f 5765 — — — Horizontal Aluminum Mullion Limits of Use j Installation Instructions Approved for use in HVHZ: No I FLIS 53 R3 11 08 144 B.pdf Approved for use outside HVHZ: Yes I Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Design Pressure: N/A Created by Independent Third Party: Yes I Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion F._415353 R3 AE 51.3073B•pdf span: 156-3/8" I Created by Independent Third Party: Yes 15353.4 15765 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R311 08-01AM§.of 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 512064B.Dr1f span: 83". Created by Independent Third Party: Yes 15353.5 CM-18514 Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Max single window size: 52-1/8" x 84". Max mullion length - 83". 15353.E CM-18520 Limits of Use ---- -•- ----•--------- ---- Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes i Design Pressure: N/A Other: Max single window size - 52-1/8" x 84". Max mullion span - 156-3/8" Vertical Aluminum Mullion Installation Instructions I FL15353 R2 II 08-01442B.P-d-f Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports gl_1.3353 R3 AE 51206.6B.12d Created by Independent Third Party: Yes Horizontal Aluminum Mullion Installation Instructions FL15353 R3 If 08-01451B.pdt Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL15353 R3 AE 512075B.odf Created by Independent Third Party: Yes 153.7 CM-18523 I Horizontal Aluminum Mullion153- ----__-_ -------- ----- - 2 of 3 4/13/2018, 7:26 AM Florida Building Code Online https://www.floridabui Id ing.org/pr/pi•_app_dtl.aspx?param=wG EVX.., Limits of Use Installation Instructions Approved for use In HVHZ: No FL1 53 R3 [I 0$=0_1452B df Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size - 52-1/8" x 84". Max mullion FLIS353 R3 AE 512076B.pdf span - 104-1/4"• 1 Created by Independent Third Party: Yes 15353.8 — —_ 1 CM-18531— — i Vertical Aluminum Mullion Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Max single window size: 52-1/8" x 84". Max mullion span - 83" 15353.9 I CM-18532 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Max single window size - 52-1/8" x 84" span - 156-3/6" 15353.10 -- -- CM-18533_— --- Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Max single window size: 52-1/8" x 84". span: 83" 15353.11 I CM-18534 Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Max single window size: 52-1/8" x 84". span: 156-3/8". Installation Instructions _ FL15353 R3 LI OB0]443D.pdf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL15353 R3 AE 512067B.o0f Created by Independent Third Party: Yes Horizontal Aluminum Mullion Installation Instructions F I.15353_R3_II _OSi01453g•pdf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports Max mullion pdf Created by Independent Third Party: Yes Vertical Aluminum Mullion Installation Instructions al-53$-3 014449,pdf Verifed By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports Max mullion FL15353_R3 AF 5L2_0y8B.pdf Created by Independent Third Party: Yes Horizontal Aluminum Mullion Installation Instructions 15353 R3 [I 08-01454B.pdf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports Max mullion EL153 3 R3 AE 512_pdf Created by Independent Third Party: Yes CGIlULGLll5::2601H1a]L5lone Road.T,IParOSWq.EL 32393 P.hpgCL9 0-487-1Uzi The State of Florida Is an AA/EEO employer. Co{p'ljght 2007.2013 S[az of Fbr . :: EN@Sy 51111 enl : • SSASSll711[Y.SSAtCD1COS :: Refund Statennept Under Florida raw, email addresses are pubic records. If you do not want your e-mail address released in response to a pubic -records request, do not send electronic mall to this entlLy. Instead, contact the oflke by phone or by tradtlonal mall. If you have any questions, please contact 850.487.1395. "Pursuant to Section 455.275(1), Florida Statutes, effective October t, 2012, leensees licensed under Chapter 455, F.S. must provide the Department wfth an emal address if they have one. The emal5 provided may be used for official communication with the licensee. However email addresses are pubbc record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine ryou are a licensee under Chapter 45S, F.S., please click &jr,. Product Approval Accepts: rC: Credit Card Safe 3 of 3 4/ l 312018, 7:26 AM NOTES: I) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED 10 COMPLY WITH REOUIREMENTS OF THE FLORIDA BUILDING CODE 2) WOOD FRAVINC TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE FRAMING IS THE RESPONSIBILITY OF THE .ARCHITECT OR ENGINEER OF RECORD. 3) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=i.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 4) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BOFZ14E 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) SINGCE WINDOWS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAWING WINDOWS MUST BE MANUFACTURED BY MI WINDOWS AND DOORS, INC 7) DESIGN PRESSURE OF MULLED UNIT SHALL BE CONTROLLED BY THE LESSER DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW OR DOOR UNIT. 8) UNITS MAY BE MULLED TOGETHER INDEFINITELY AS LONG AS SING•_E UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED AND MULLION IS ANCHORED AS SHOWN HEREIN. 9) MULLION VERTICAL INSTALLATION IS SHOWN. MULLION MAY BE USED IN HORIZONTAL APPLICATIONS AS LONG AS DIMENSIONS INDICATED HEREIN ARE NOT EXCEEDED AND MULLION IS ANCHORED ACCORDING TO THIS DOCUMENT. DESIGN PRESSURE TABLE INSTRUCTIONS: 1) DEFINE REQUIRED 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 P,EOUIRED DESIGN PRESSURE OBTAINED IN STEP i. TRIBUTARY WIDTH 2 1 REVSIDNS REv DESCRM110N -11E I APPROVED A P.EVISEO +NSTALLAIIDN DUAJLS 06/10/,5 R.L. 9 1 REVISED ANCHORING NOTES & INSTL DET. 06/07/17 R L ANCHORING NOTES: 1) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #IC 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 1" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS SHEET 3. 3) FOR ANCHORING INTO METAL USE #10 SMS OR SELF DRILLING SCREW WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS SHEET 3. 4) ALL FASTENERS TO BE CORROSION RESISTANT 5) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW' A. WOOD — MINIMUM. SPECIFIC GRAVITY OF G=0 42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI C MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). D. METAL STRUCTURE —STEEL 1BGA (.048') FY=33KSI/FU=52KSI OR ALUMINUM 6063—T5 FU=30KS, .062' THICK MINIMUM 6) FOR ATTACHING WINDOW UNITS TO MULLION USE #10 SELF TAPPING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A MINIMUM EMBEDMENT OF THREE THREADS PAST THE MULLION WALL. LOCATE SCREWS 5" FROM EACH MULLION END AND 12" MAX. Q.C. THEREAFTER. STAGGER SCREWS AT EACH WINDOW. TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 NOTES 2 CONFIGURATIONS AND DP CHART 3 INSTALLATION DETAILS 4 COMPONENTS MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA i7030-0370 5764 — VERTICAL MULLION 53" MULLION SPAN GENERAL NOTES DRANN- NO V.L. 06-01439 S:AE NTS o"—` 01/11/12 1 s"tE11 OF 4 L ROBERTO LOADS P.E. 4-V WOODFORD RD LEWISVLLLE, NC 270M 434-688-=9 dbmas®Lb=sw=m SIGNED: 10/ 13/2017 S R I IC 07j/,/// 4fEV,7 REv i F0851k p TOF O; OR1a? B 12;11 1910IV A 11 G\ Luis R. Lomas P.E. FLNO.: 62514 J 101 3/ 6" W1 FFF--- 1 COM13INEI{ D WIDTHJI W2 FRAME HEIGHT WINDOW WINDOW MULLION SPA 107 3/8" cGMBwED wrorH wtw2 T- 93" LIMFRAME HEIGHT WINDOW MULLICN SPAN) P` 107 3/11' COMBINED WIDTH w2 L I 33' 1 WINDOW FRAME HEIGHT WINDO WINDOIA MULLION SPAN) f W1 W2 i 107 3/8' r- COMBINED WIDTH DesiCM pressure ratina ipst9 Mullion spanfin) 1 Tributary width (in) 1&13 25.50 30.00 42.00 4&00 5213 25.00 120.0 120.0 120.0 120.0 120 0 120.0 37.38 120.0 120.0 120.0 120.0 124 0 120. 0 49.93 120.0 98.3 81.2 7&9 752 75.1 6ZOO 71.0 52.2 39.7 359 33.4 32.3 85.63 59.6 43.7 33.0 29.6 27.4 26.3 72.00 44.9 32.7 24.4 21.8 19.9 19.0 84.00 28.1 20.3 I LARGE AND SMALL MISSILE IMPACT, LEVEL D, WIND ZONE 3 DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND DO NOT INCLUDE FLANGE 107 3/8- COMBINED WIDTH I- W1 --{ - W2 - gLW FRAMEWINDOW HEIGHT MULLION SPAN) ( % J 101 3/8" COMBINED WIDTH -yI W 2 --{ WINDOW FRAME - 1 HEIGHT WINDOW MULLION SPAN) / f W1 y W2 107 3/8" 1;-COMBINED WIDTH REVISIONS i RC+ I DESMPMN I DA1L I ,APPROVED A REVISED INSTALLATION DETAILS 1 06/10/15 I R L 8 REVISED ANCHORING NOTES & INSTL OEi 1 06/07/17 R.L 107 3/8- COMBINED WIDTH I I 11 W13" 8/ J WINDOW J FRAMC / r HEIGHT WINDOW MULLION SPAN) / APPROVED CONFIGURATIONS MULTIPLE UNITS MAYBE MULLED TOGETHER AS LONG AS COMBINED WIDTH DOES NOT EXCEED 107 "*AS SHOWN HEREIN. Des" npressure ratio with rebar Mullion span ( in) T butary width (in) 18. 13 25.50 136.00 42.00 48.00 52.13 25. 00 120.0 120.0 120.0 120.0 120.0 120.0 37. 38 120.0 120.0 1200 120.0 120.0 120.0 49. 63 120.0 98.3 81.2 769 75.2 75.1 OZ00 952 70.0 53.3 48.1 44.8 43.4 65. 63 80.0 58.6 44.2 39.7 36.7 35.3 72. 00 60.3 43.9 32.8 29.2 26.7 25.5 84. 00 37.7 27.3 20.1 17.7 16.0 15.1 wt I-- Wz 107 3/8" COMBINED WIDTH III WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ. PA 17030-0370 5764 - VERTICAL MULLION 83" MULLION SPAN APPROVED CONFIGURATIONS AND RATING CHARTS MS. I par. no. I RI V. L. LARGE AND SMALL MISS/LE IMPACT, LEVEL D, VrWD ZONE sw.[ DIMENSIONSINCHARTAREFRAMEDIMENSIONSANDDONOTINCLUDE FLANGE. 08- 01439 NTS JD"r 01/11/12 1 E12 OF 4 L ROBERTO LONAS P E. 11M WOODFORD RD LEWISVUE. NC 270M 434. 61Id416a9 nbRas moma6v..00m SIGNED: 1011312017 J If i r•. VGENS••LP STATE OF : tuz AN r,(ORIOP G 7// S 0NACF \'' Luis R. Lomas P.E. FL No.: 62514 U 1" MIN EDGE DISTANCE MASONRY/CONCRETE BY OTHERS MIN EMBCDMENT 1/4" ELCO ULTRACON TAPCON I) I I I CLIP 22 CLIP SECT5796 CLIP ROPTIONALCBAR 'Ili --- I T"r SSELFCREWDDRILL SECT5764 MULLION MT000022 CLIP 10 WOOD SCREW II I I 1 i 1 3/6' MIN. EMBEDMENT I WOOD FRAMING/ 1/2" MIN. L 2X BUCK EDGE BY OTHERS DISTANC E VERTICAL CROSS SECTION MASONRY/CONCRETE-AND WOOD FRAMING INSTALLA77ON NOTE: CLIPS MAY BE USED IN MASONRY/CONCRETE OR WOOD FRAMING SUBSTRATE. METAL 1/2• MIN.L STRUCTURE EDGE BY OTHERS DISTANCE VERTICAL CROSS SECTION METAL INSTALLATION REVI!DN$ OE•xRff110N DATE I A PROI&D REVISED INSTALLATION DETAILS 06/10/15 R L. REVISED ANCHORING NOTES h INSTL DET. O6/07/17 R.I. SIGNED: 1011312017 MI WINDOWS LLCDOORSTRE IIC/0 650E5T MARKETD I C, P. GRATZ. PA 17030-0370 G EN' F 9s' 0, 8 251 # 5764 - VERTICAL MULLION 83A MULLION SPAN INSTALLATION DETAILS S 1Q,• $TAT OF u\ OR1DP• ' DRANMORGN5REVVaL. 08 B 7ssj0NA11EaG\ Luis R. Lomas P.E. C. No.: 62514 s00439 OF 4 LENTSarz01/11/12 L ROBERTO LQLAS P E. 432 KVOOfVAD RD LEVASVLLLF- NC 2M23 N- 6W-MO fVww1@4b++¢Sp"= 1— 2140"1 l, 1 25" I SECT5764 MULLION ALUMINUM 6005-TS .125' THICK I- 0.688" T I 1.. RF-165 2 REBAR 16 GA (.062) GALVANIZED STEEL NOTES: 1. CLIPS MAY BE USED IN MASONRY/CONCRETE OR WOOD FRAMING SUBSTRATE 2 FOR W000 & METAL INSTALLATION USE ALL FOUR ANCHOR LOCATIONS. 3, FOR CONCRETE INSTALLATION USE 2 ANCHOR LOCATIONS ONLY WITH 3 1/4" SEPARATION BETWEEN ANCHORS. 3 261' - I 1.375 0.625" i 1 i 3.250" 0.843" 4.000" O I T MT000022 CLIP 16GA (.063-) GALVANIZED STEEL SEE NOTE 2 6 3, THIS SHEET. 3.750' 2 189" 1.0 0" 0.375" 1— i 2x 00.210" j 1.562' T- a1.562" SECT5796 CLIP FOR WOOD FRAMING INSTALLATION ALUMINUM 6063-T5.125" THICK REVISIONS DESCRIPTION ' D+TE I PFROVED REVISED INSTALLATION DETAILS 106/10/ 15 I R.L REVISED ANCHORING NOTES & INSTL DET 06/07/17 R.L. 3.750" 1.000' i 0.375" 0.Q2" 2 032" 2 875" SECT5796 CLIP 2x m0 210" FOR CONCRETE INSTALLATION ALUMINUM 6063-T5.125' THICK MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030-0370 5764 - VERTICAL MULLION 83" MULLION SPAN COMPONENTS aau,R• vac q0 V.L. 08-01439 r"LE NTS JOLTc 01/11/12 1 s"EET4 OF 4 L ROSERTOLOMASP.E. 14.47 WOODFORD RD LEWISVIL.LE NO 2AV3 434-M-OW9 fftms*YlarmW.m SIGNED: 1011312017 5 R I liro///% v\GEIVSF1iP D, 6L251 k STANTE OF ; t O. I7EV 'OF•'[OR10P•?` Luis R. Lomas P.E. FL No.: 62514 Florida Building Code Online https://www.floridabtiild illg.org/pr/pi_app_dtl.aspx?param=wG EVX... I I Professional t Mb rr BCLS Home I Ing In I User Registration I Hat Topics I Submt Surcharge Stats S FactS ( Publications I FBC Stall I BCIS Site Map Links I Search Florida i r Product ApprovalaDpr1tUSER: PubOc User RMdLtdApp@yal.Mcng > PrDid _gCLQQSdtion Search > Aoorcatbn t I > Application Detail FL # FL13223-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer James Hardie Building Products, Inc. Address/Phone/Email 26300 La Alameda Ste. 250 Mission Viejo, CA 92691 909) 349-2927 pingsheng.zhu@jameshardie.com Authorized Signature Pingsheng Zhu pingsheng.zhu@jameshardle.com Technical Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 909) 349-2927 pingsheng.zhu@jameshardie.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 License PE-24121 Quality Assurance Entity intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated By John Southard, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL13293 R4 COI R Q - Certificate of Indepenclence,ndf Referenced Standard and Year (of Standard) Standard Year ASTM C1186 2007 ASTM E330 2002 1 of 3 4/13/2018, 7:29 AM Florida Building Code Online https://www.floridabuilding.org/pr/pr_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 Summary of Products FL # Model, Number or Name 13223.1 Cempanel Siding Florida Licensed Professional Engineer or Architect fL13Z-Z3 R4 E_quly RIO-ZU2B-17 AS'fM C1186 equly en ,pdf Method 1 Option D 08/ 09/2017 08/ 25/2017 08/ 28/2017 10/ 10/2017 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 Description fiber - cement panel siding Installation Instructions 1` 1_13223R,d II cempanel-installation.pdf FL13223 R4 I1_NQA_] 7-0406_06_pdf FL13223 R4 II RIO 2689 17 Panel to Furrina.p_df FL13223 R4 11 RIO-2686-17 Panel Wood Metal Frame.pdf Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13223 R4 AE NOA 17-0406.06.pdf FL13223 R4 AE RIO 2689-17 Panel to Furrina.pdf FLI 223_(24 A0-2686-17 Panel Wood Metal Frame.pdF Created by Independent Third Party: Yes 13223.2 HardiePanel Siding fiber -cement panel siding - - - Limits of Use Installation Instructions Approved for use In HVHZ: Yes I FL13223 R_11 HardiePanel-InStallation.pdf Approved for use outside HVHZ: Yes FL13223 R4 11 NOA 17_Q40G OR6.pdf Impact Resistant: Yes FL13-2.23 R4_II RIO 2689-17 Panel to Furring_pdf Design Pressure: N/A FL1,32Z3_114 I]_RIO-2686-17 Panel Wood Metal Frame.pdf Other: For use Inside a HVHZ Install in accordance with NOA Verified By: Ronald 1. Ogawa 24121 17-0406. 06 I Created by Independent Third Party: No Evaluation Reports FL13223 R4 AE NOA 17-0406.06.pdf FL13223 R4 AE RI-O 2689-17 Panel to Furrina.pdf FL13223 R4 AE RIO-2686-17 Panel Wood Metal Frame.pdf Created by Independent Third Party: Yes r- - -_-- --- -- - 13223. 3 Prevail Panel Siding Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: For use Inside a HVHZ Install in accordance with NOA 17-0406. 06 fiber -cement panel siding Installation Instructions FL13223_R4 Il NOA 17-0406.06_pdf rL13223 R4_ II Prevall-Panel_Installatlon.pdf FL13223 R- 4 If RIO 2689-17 Panel to Furring g! f FL13223 R4 Il RIO-2686-17 Panel Wood Metal Frame.pdf Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13223 R4 ANOA 17-0406.06.pdf FL13223 R4 AE RIO 2689-JL7Rangl tg Furrina,pdf FL13223 R4 AE R1Q_26@6-17 Panel Wood Metal Frame. pdf Created by Independent Third Party: Yes Back Ne><t Contact us :: 269. LBlan=Store.Road.1 lWvssee.Fl._3239.9Phot>c' O39-487.1824 The Slate of Florida is an M/FF-O employer. Coovrbld 2007-2013 State of Florida.:: p bacy Statement :: ::Refund Statement 2 of 3 4/ 13/2018, 7:29 AM Florida Building Code Online https://www.11oridabui Icling.org/pr/pr_app_dtl.aspx?pamin=wG E VX... Under Flonda law, emall addresses are public records. U you do rot want your a -mat address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mat C you have any questions, please contact 850.487.1395. *Pursuant to Section 455.27S(1), Florida Statutes, effective October 1, 2012, Ikensees Icensed under Chapter 455, F.S. must provide the Department with an emal address f they have one. The emails provided may be used for official communication with the licensee. However emal addresses are public record Q you do riot wish to supply a personal address, please provide the Department with an emaa address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S, please click Iuere . Product Approval Accepts: gg .-z Credit Card Safe 3 of 3 4/13/2018, 729 AM Florida Product Approval HardiePanel® Siding For use inside HVHZ: o HardiePanel Siding fastener types, fastening schedule, and installation shall be in accordance with the Miami -Dade County Florida NOA 17- 0406.06. Consult the HardiePanel product installation instructions on the follow pages for all other installation requirements. For use outside of HVHZ, o HardiePanel Siding fastener types, fastening schedule, and installation shall be in accordance with Engineering Evaluation Reports RIO-2686-17 or RIO-2689-17. Consult the HardiePanel product installation instructions on the follow pages for all other installation requirements. Hardie Pane I'Aro. Vertical Siding JamesHardie RM INSTALLATION REQUIREMENTS RESIDFNTIAL SINGLE FAMILY ONLY - PRIMED & COLORPWS" PRODUCTS EFFECTIVE SEPTEMBER 2013 I Visit 1wvv+.kvnPshanife.txxm for the most recent version. SMOOTH • CEDARMILL° is SELECT SIERRA 8 • STUCCO IMPORTANT: FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND JAMES HARDIE WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY, AFFECT SYSTEM PERFORMANCE, VIOLATE LOCAL BUILDING CODES, AND VOID THE PRODUCT ONLY WARRANTY. BEFORE INSTALLATION, CONFIRM THAT YOU ARE USING THE CORRECT HARDIEZONE INSTRUCTIONS. INSTALLATION OF HZ1 OT"' PRODUCTS OUTSIDE AN HZ100 LOCATION WILL VOID YOUR WARRANTY. TO DETERMINE WHICH HARDIEZONE APPLIES TO YOUR LOCATION, VISIT WWW.HARDIEZONE.COM OR CALL 1-866-942-7343 (866 9HARDIE) STORAGE & HANDLING: Store flat and keep dry and covered prior to 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 darnage caused by Improper storage and handling of the product. CUTTING INSTRUCTIONS OUTDOORS INDOORS 1. Pdsift cutting station so that wind will blow dust Wray from user 1. Cut only using score and snap, or shears (manual, electric or pneumatic). and others in working area 2. Position cutting station in well -ventilated area 2. Ike one of the following methods: a Best I. Score and snap II. Shears (manual, electnc or pneumatic) - NEVER use a power saw Indoors b. Reiter. i. Dust (educing circular saw equipped with a - NEVER use a circular saw blade that does not carry the Hagk lade saw blade trademark HardeBlacW saw blade and HEPA vacuum e*adion NEVER dry sweep — Use wet suppression or HEPA Vacuum c. Good: I D st reducing dreular saw with a HardieBlade saw blade only use for law to moderate cutting) Important Note: for mardmum protection powesi respirable dust production), James Harde reco nnrends always using'Best'Alvel cutting mednds where feasible. NIOS7- approved respirators can be used in conjunction with above cullinq practices to further reduce dust a postim Additional exposure Information Is available la atwww.Wnmhard!B.com to help you determine the most appropriate cutbng method for your jab requirements. It concern still o sts about exposure levels or you do not corn* with the above practices, you should always corsuh a qualified industrial hygienist or contact James Hardie for further Irdomtatlon. 9=105 GENERAL REQUIREMENTS: These instructions to be used for residential single family Installations only. For Commercial / Mulb-Family installation requirements go to www.JamesHardiecommercial.com HardiePanelO vertical siding can be installed over braced wood or steel studs spaced a maximum of 24" o.c. See genemal fastening requirements. Irregularities in framing and sheathing can mirror through the finished application. James Hardie recommends installing HardiePanel on a capillary break (rainscreen /fumr>g) as a best practice. Information on Installing James Hardie products over foam can be located in JH Tech Bulletin 19 at wow, lamehardle.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 Hard!eWrapw 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. HardiBPanel vertical siding may be installed on vertical wall applications only. DO NOT use HardiePanel vertical siding in Fascia or Trim applications. Some application are not suitable for ColorPlus. Refer to ColorPlus section page 3. DO N01 use stain, oil/alkyd base paint or powder coating on James Hardie®Products. For larger projects, including commercial and multi -family projects, where the span of the wall is significant In length, the designer and/or architect should take Into consideration the coefficient of thermal exppansion and moisture movement of the product in their design. These values can be found in the Technical Bulletin 8 " Expansion Characteristics" at www.JamesHardie.com. INSTALLATION: Joint Treatment Fastener Requirements is Vertical Joints - Install panels in moderate contact (fig. 1), alternatively Positionfasteners3/8' from panel edges and no closer than 2" away from corners. Do not nail into corners. joints may also be covered with battens, PVC or metal jointers or caulked ( Not applicable to ColorPluse Finish) (fig. 2). HardiePanelVerticalSidingInstallationFraming must be provided at horizontal and vertical edges for flailing. Horizontal Joints Provide Z flashing at all horizontal joints (fig. 3). HardiePanel vertical siding must be joined on stud. Figure 2 Figure 3 water- resdstrve barrier water -resistive bander Double stud may be required to maintain minimum edge stud e x a stud ," names ive wabarr t' nailingdistances. ._upper panel .---upper panel Figure 1 sod; ;; Do not 1/4"p;ap oo „ cup water - resistive a barrier raj sheathing HerdlePanel Batten Joint "H" Joint ^Z-flashrtp Z-flashing o O vertical aiding water-rerledve barrier decorative kee Halls 2 x 4 stud '—band board 3/ ae min. ~ lower lower from panel O panel r panel edges plate o o Figure 4 J leave appropriate gap between Recommendation: When o panels, then ratAk- Installing Siena e, provide oCaulk Joint a double stud at panel moderatecontactkeep fasteners 2' (Not applicable ro CoLaPlus• Finish) Uwugh avoidnailing P d 'Apply caulk in accordance with caulk away from comers manufacturer's written application Instructions. For additional information on HardieWraplm Weather Barrier, consult James Hardie at 1-866-41-1ardle or www.hardlewro.cum WARNING: AVOID BREATHING SILICA DUST James Hardee products contain respirable crystalline silica, which Is kra m to the Sate at California to cause cancer and Is considered bbyy IARC and NIOSH to be a cause of cancer from some occupational sowers. Brealhing excessive amourris at respirable silica dust canalso cause a msabiN and potentially letal hog Asease called sllhbsis, and has been brftivith other diseases. Some studies suggest smoking may Increase these risks. During installation or lram hhg: (1) work in maloot areas W ili amplevmtlfaaon; (C2 Ice fiber amend shears for cutting or, where not feasible, use a Hardleetail saw blade and dust -re circular saw altalifed to a HEPA vacuum; 3) van others In the immediate area; (4) wear a property-fided, NIOS 1-a—mmveddustmask or respirator (e.g. N-95) In accordance with applicable gtroome t regulatlorrs amhd manufacturer Inactions to further rem respirable Nip oms ores. During clean-uD, use HEPA vacuums or wet cleanup methods - never dry r++eep. For further Inlormation, rotor to our Installation Instructions and Material Safety Data Sheet available at www jameshaM. 00m or by callUq I -800-%LAME (t-60a942-7343). FAILURE TO ADHERE TO OUR WARNINGS, MSDS, AND WSTALtATION hNSTRUCfION5 MAY LEAD TO SERIOUS PERSONAL INJURY OR DEATH. nm"OD HS1236 - P1/ 3 1/13 F>o. CLEARANCES Install siding and trim products in Maintain a minimum 1" Maintain a minimum 1" 2" clearance At the juncture of the roof and vertical 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 Hardier and decking material. shall be installed per the roofing the bottom of James manufacturer's Instructions. Provide a Hardie products andthebottomedgeofthesidingandproductsandpaths, Figure 7 minimum 1 "- 2" clearance between horizontal flashing. the adjacent finished grade. steps and driveways. Figure 5 Gild Figure 6 bottom Plate t h, concrete jt,,'6' min. I foundation Maintain a minimum 1" gap between gutter end caps and siding & trim. Figure 9 siding deck material 2- ledger I Do not bridge floors with HardlePanelO siding, Horizontal joints should always be created between (lours gig. 10). water- Reaislire Barrier — Framing Figure 10 Horizontal Flooring Trim Sheathing scia HartllePanel ° ULOCKED PENETRATIONS Penetrations such as hose bibs and holes 1 36" or larger such as dryer vents should have a block of trim around point of penetration. 1E* lim, Iqla gutter and end cep fa GENERAL FASTENING REQUIREMENTS Fasteners must be corrosion resistant, galvanized, or stainless steel. Electro-galvanized are acceptable but may exhibit premature corrosion. James Hardie recommends the use of quality, hot -dipped galvanized nails. James Hardie is not responsible for the corrosion resistance of fasteners. Stainless steel fasteners are recommended when installing James Hardie products near the ocean, large bodies of water, or in very humid climates. Consult applicable product evaluation or listing for correct fastener type and placement to achieve specific design wind loads. NOTE. Published wind loads may not be applicable to all areas where Local Building Codes have specific jurisdiction. Consult James Hardie Technical Services if you are unsure of applicable compliance documentation. Drive fasteners perpendicular to siding and framing. Fastener heads should fit snug against siding (no air space). (fig. A) Do not over -drive nail heads or drive nails at an angle. If nail is countersunk, fill nail hole and add a nail. (fig. B) For wood framing, under driven nails should be hit flush to the plank with a hammer (for steel framing, remove and replace nail). NOTE: Whenever a structural member Is present, HardiePlank should be fastened with even spacing to the structural member. The tables allowing direct to OSB orpl vood should only be used when traditional framing is not available. Do not use aluminum fasteners, staples, or clipped head nails. Snug Flush Countersunk, fill 8 add nail Figure A ELA Figure B do not under drive nails oo r+oT STAPLE the roofing and the bottom edge of the Do not caulk gap. siding and trim. Refer to fig. 3 on Figure 8 page 1. Wmm. m 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 (lie 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 Ftguree 11 1 SeIMMMMnQ avw m m n° Lh. PNEUMATIC FASTENING James Hardie products can be hand nailed or fastened with a pneumatic tool. Pneumatic fastening is highly recommended. Set air pressure so that the fastener is driven snug with the surface of the siding. A flush mount attachment on the pneumatic tool is recommended. This will help control the depth the nail is driven. If setting the nail depth proves difficult, choose a setting that under drives the nail. (Drive under driven nails snug with a smooth faced hammer - Does not apply for installation to steel framing). HS1236 - P2/3 8/13 CAULKING For best results use an Elastomeric Joint Sealant complying wflh ASTM C920 Grade NS, Class 25 or higher or a Latex Joint Sealant complying with ASTM C834. Caulking/Sealant must be applied in accordance with the caulking/sealant manufacturer's written instructions. Note: OSI Quad as well as some other caulking manufacturers do not allow tooling. DO NOT caulk nail heads when using ColorPlus products, refer to the ColorPlus touch-up section CUT EDGE TREATMENT PAINTING Caulk, paint or prime all field cut edges. I DO NOT use stain, oiValkyd base paint, or powder coating on James Hardie* Products. James Hardie products James Hardie touch-up kits are required must be painted within 180 days for primed product and 90 days for unprimed.100% acrylic topcoats are to touch-up ColorPlus products. recommended. Do not paint when weL For application rates refer to paint manufacturers specifications. Back -rolling Is recommended it the siding is sprayed. COLORPLUS• TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE Care should be taken when handling and cutting James HardieO ColorPluse products. During Installation use a wet soft cloth or soft brush to gently wipe off any residue or construction dust left on the product, then rinse with a garden hose. Touch up nicks, scrapes and nail heads using the ColorPlus® Technology touch-up applicator. Touch-up should be used sparingly. If large areas require touch-up, replace the damaged area with new HardiePanelO 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 COIorPIus® 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 parry 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 coal in accordance with paint manufacturers written instructions regarding coverage, application methods, and application temperature RECOGNITION: In accordance with ICC-ES Evaluation Report ESR-1844, HardiePandO vertlad siding is recognized as a suitable aRemate to that specified ox the 2006.2009, & 2012 tntemadonal Residential Code for Ono -and iko-Farndy Dwellings and the 2006, 2009. E 2012 International BuOdahq Code. HardlePervA vertical skling is also remgrized far app&atlon In the followlng: City of Los Angeles Research Report No 24862, State of Florida listing FLA889, Dade County, Florida NOA No. 02-0729 O4. U.S. Dept. of HUD Materials Release 1263c, Texas Department of Insurance Product Evaluatim EC-23, City of New Yak MFA 223.93-M, and Cahfania DSA PA-019. these documents should also be consrlted for additional Information wncemlng the stitUddly of dda product nor specific appfictflons. 2013 James Hardie Building Products. All rights reserved. p TM. SM. and ® denote trademarks or registered trademarks of Additional Installation Information, • James IiardleTechnniogy Limited 0 is a registered Warranties, and Warnings are available at JamesHardle trademark of James Hardie Technology Limited. www.jameshardie.com HS1236 - P3/3 6/13 Florida Building Code Online https://www. Floridabu i ld i ng. org/pr/pr_app_dtl .aspx?param=wCYEV X.,.. 1 I U Regulation I BCIS Home I Log In I User Registration Hot TopICS Submit Surcharge i Stats S Fads i Publications I FBC Stag I DCLS Sde Map I Inks I Search 1 b a r r Product Approval IUSER: Publk User s-• K ProdpSS. Bgproval Menu > Pr nlu LAPi ko W-n 5wi l > 8PP—Di;99ID--L_SI > Application Detail FL # FL12194-R7 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Aluminum Coils, Inc. Address/ Phone/Email 5001 West Knox Street Tampa, FL 33634 813) 249-9743 grahman@aluminumcoilsinc. com 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 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 Cpgrt_ 4 T4 Soffits Final, pdf. Referenced Standard and Year (of Standard) Standard Year AAMA 1402 2009 Equivalence of Product Standards Certified By 1 of 2 4/13/2018, 7:37 AM Florida Building Code Online https://www. Floridabuilding.org/pr/pr_app—dtl.aspx?param=wG EV X... Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 12/15/2017 12/15/2017 12/20/2017 02/13/2018 Summary of Products FL # Model, Number or Name Description 12194.1 I Alumunum Coils Aluminum Soffit Aluminum soffit panels Limits of Use Approved for use in HVHZ: No Installation Instructions FL]2]94 R7 II ALCLSQQl_,I 2017 FBC Evaluatiq!j_MDor Approved for use outside HVHZ: Yes Q4 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 1`112194 R7 AE ALC15001.4 2017 FBC Evaluation R_pa_rt i Q4 T4 Soffits Flna .Lt_f I Created by Independent Third Party: Yes Eadt Neit ConldctLs :: 2601 Blair SL9M.ap4d, TAiiahassee.EL 3219.2 Phone: 8s0-487_162d The State of Florida Is an AA/EEO employer. LoIIydpht 2007.2013 State 9Lfldrida, :: erlyaCy.SUlLemen :: Arcesalhili y_Statement :: RefliOdStatern= Under Florida law, emal addresses are pubic records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the ofrce by phone or by traditional mail It you have any questions, please contact 850.487.1395. •Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emals provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine Ilyou are a licensee under Chapter 455, F.S., please click heM. Product Approval Accepts: Mmmj® Kin Credit Card Safe 2 of 2 4/13/2018, 7:37 AM j CREEK Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 TECHNICAL SERVICES, LLC (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 6T" EDITION (2017) Manufacturer: ALUMINUM COILS, INC. Issued December 14, 2017 5001 West Knox Street Tampa, FL 33634 813)249-9743 www,aluminumcoilsinc.com Manufacturing: Tampa, FL Quality Assurance: PRI Construction Materials Technologies (QUA9110) SCOPE Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1, 1709.10 Properties: Wind Resistance REFERENCES Entity Report No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 20 99 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 Paae 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC PRODUCT DESCRIPTIONS ALUMINUM COILS, INC Soffits 3/8" F-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum F-channel. See Appendix D for dimension drawings. 318" J-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum J-channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.019-inch thick, 3105 H-14 aluminum fascia. See Appendix D for dimension drawings. 16" Q4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit panels provided in 16- inch sections. The reported net free ventilation areas are 22.3 in2/1in.ft. for the 'full vent' configuration and 11.1 in2/1in.ft. and for the 'center vent' configuration. See Appendix D for dimension drawings. z zl znzz ZZZZ 4 z' 16' FULL VENT 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. ALC15001.4 FL12194-R7 Page 2 of 3 This evaluation report is provided for Slate of Flonda 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, 6t" Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. Z•`%,`G "C\PG E N.spR%''',, 2017.12.14 No 74021 16:21:34 05'00' STATE OF 0'. . 05'-. Z 0Q?:•': Zachary R. Priest, P.E. Florida Registration No. 74021 N Al Organization No. ANE9641 CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. APPENDICES 1) APPENDIA—Approved Systems (11 pages) 2) APPENDIX B —Installation Drawings (19 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC15001.4 FL12194-R7 Page 3 of 3 This evaluation report is provided for 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: ALC15001.4 a. 12" T4 Soffit— 12-inch o.c. Fastener Fastener Location Location 1 1 b. 12' T4 Soffit — 4-inch o.c. Fastener Fastener Fastener Fastener Location Location Location Location c. 16' 04 Soffit — 16-inch o.c. Fastener Fastener Loction Loc tion FL12194- R7 1 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services. LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC d. 16' Q4 Soffit — 8-inch o.c. Fastener Location Fastener Fastener Location ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions 10.5JJ-# Approved Systems for 10.5-inch Soffit Span with J-Channel at Wall and Eave 12F-# Approved Systems for 12-inch Soffit Span with F-Channel and Fascia Ca 12J-# Approved Systems for 12-inch Soffit Span with J-Channel and Fascia Cap izill Approved Systems for 12-inch Soffit Span with J-Channel at Wall and Eave 14.5JJ-4 Approved Systems for 14.5-inch Soffit Span with J-Channel at Wall and Eave 1151F4 Approved Systems for 164nch Soffit Span with F-Channel and Fascia Ca 16J-# Approved Systems for 16-inch Soffit Span with J-Channel and Fascia Ca 16JJ-# Approved Systems for 16-inch Soffit Span with J-Channel at Wall and Eave 22.SJJ-# Approved Systems for 22.5-inch Soffit Span with J-Channel at Wall and Eave 24F-# Approved Systems for 24anch Soffit Span with F-Channel and Fascia Ca 24J-# Approved Systems for 24-inch Soffit Span with J-Channel and Fascia Ca 24JJ-# Approved Systems for 24-inch Soffit Span with J-Channel at Wall and Eave Appendix A Approved Systems for Maximum 10.5-inch Soffit Span with J-Channel at Wall and Eave Wall Connection Eave Connection System Panel MDP No. Width psf) Substrat J-Channel Substrate J-Channel e Attachment Attachment Three (3) 18 ga.1/4-inch crown x 1-inch leg staples in Three (3) 18 ga.1144nch crown x 1-inch leg staples indiamondpatternspaced24-inch o.c. securing diamond pattern spaced 24-inch o.c. securing 10.511-1 Max. 16 inch Wood J 4-inch r to joists; One (1) 18 ga.t/4 crown x 1-inch leg staples Wood J-Channel to joists; 59.8 horizontallocatedinthehorizontal leg of the J Channel spaced One (1) 18 ga.1/4-inch crown x 1-inch leg staples located 12-inch o.c. I in the horizontal leg of the J-Channel spaced 12-inch o.c. ALC15001.4 FL12194-R7 2of11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES. LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for Maximum 12-inch Soffit Span with F-Channel and Fascla Cap Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) min. 3/8-inch head dia. nail, One (1) min. 1 3/4-inch long x 12F-1 Max Wood min. 1.25-inch embedment spaced Wood One (1) min. 3/8 x 3/8-inch crown 0.072-inch dia. x min. 3/16- t40 16-inch 24-inch o c. staple spaced 16-inch o.c. inch head dia. trim nail spaced 36Anch o.c. One (1) 14 ga. 5/8-inch long T nail or One (1) min. 1 314-inch long x 12F-2 Max. Masonry9 ga., min. 5/8-inch long Stub Nail Wood One (1) min. 318 x 3/8-inch crown 0.072-inch dia. x min. 3/16- 40 164nGi with 3/8-inch diameter head spaced staple spaced 16-inch o.c. inch head dia. trim nail 84nch o.c. spaced 364nch o.c. Max. Three (3) min. 3/4-inch x 1/44nch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3144nch long x 0.0724nch dia. x min. 1/44nch 48 12F-3 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. head dia. trip nail spaced 48- 64.2 spaced 24-inch o.c. and securing each panel lap inch o.c. One (1) 14 ga. 5184nch long T nail or One (1) min 3/4-inch x 1!4 -inch One (1) min. 1 3144nch long x 12F Max. Masonry 9 ga., min. 5/8-inch long Stub Nail Wood crown staple spaced 0.0724nch dia. x min. 1/4-inch 48 16-inch with 3/8-inch diameter head spaced cinch pandsecuringeachpanellap head dia. trip nail spaced 48- 64.2 8-inch o.c. inch o.c. Approved Systems for Maximum12-inch Soffit Span with J-Channel and Fascia Cap Wall Connection Eave Connection System Panel MDP No. Width psi) Substrate J-Channel Panel Attachment Substrate Panel Attachment Fascia Cap Attachment 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 318-inch head diameter Wood 1/4-inch crown staple 0.072-inch dia. x min. 1/4-inch 48 16-inch pattern spaced 24- screw spaced 164nch o.c. spaced 84nch o.c. head dia. trip nail spaced 48- 64.2 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 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 J-Channel at Wall and Eave Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate J-Channel Substrate J-Channel Attachment Attachment Three (3) 18 ga.1/4-inch crown x 1-inch leg staples in Three (3) 18 ga.1/4-inch crown x 14nch 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; W J-Channel to fascia; 70 16-inch One (1) 18 ga.1/4-inch crown x 1-inch leg staples One (1) 18 ga.1/44nch 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 16-inch 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 psf) Substrate J-Channel Substrate J-Channel Attachment Attachment Three (3) 18 ga.1/4-inch crown x 1-inch leg staples in Three (3) 18 ga.1/44nch crown x 14nch leg staples indiamondpatternspaced24-inch o.c. securing diamond pattern spaced 24-inch 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) 18 ga.1/44nch crown x 14nch leg staples located 12-inch o.c. in the horizontal leg of the J-Channel spaced 124nch o.c. ALC15001.4 FL12194-R7 4of11 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 16-inch 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. 1/44nch crown x One (1) min. 1.754nch x 0.072-inch diameter 16F-1 Max. Masonry 9 ga., min. 5/84nch long Stub Nail Wood 1-inch leg staple spaced max. finishing nail with min. 3/16- 53.3 124nch with 3/84nch diameter head spaced 44nch o.c. and securing each inch head spaced max. 84nch o.c. panel lap 12-inch o.c. One (1) 18 ga. 1/44nch crown x One (1) min. 1.754nch x Max. Three (3) 18 ga.1/4-inch crown x 1- 1-inch leg staple spaced max. 0072-inch diameter 16F-2 12-inch Wood inch leg staples in diamond pattern Wood 44nch o.c. and securing each finishing nail with min. 3/16 53.3 spaced 16-inch o.c. panel lap inch head spaced 124nch o.c. One (1) 14 ga. 5/84nch long T nail or One (1) min 3/84nch x 3/8-inch One (1) min. 1 3/44nch long 16F-3 Max. Masonry 9 ga., min. 5/84nch long Stub Nail Wood crow n staple spaced 16-inch x 0.072 inch dia. x min. t25.6 164nch with 3/84nch diameter head spaced 3/16-inch head dia. trim nail 8-inch o.c.spaced O.C. 364nch o.c. Max. One (1) 3/84nchhead dia. nail, min. One (1) min 3/8-inch x 3/8-inch One (1) min. 1 dia. inch long x 0.072 inch dia. x min. 16F-4 16-inch Wood 1.254nch embedment spaced 24- Wood crown staple spaced 164nch 3/16-inch head dia. trim nail 25.6 inch o.c. O.C. spaced 36-inch o c. Three (3) min. 3/44nch x 1/4-inch One (1) min. 1 3/44nch long 16F-5 Max. Wood crown staples in diamond pattern Wood One (1) min 3/44nch x 1/4-inch x 0.072-inch dia. x min. 1/4- 27 16-inch spaced 24-inch o.c. crown staple spaced 8-inch o.c. inch head dia. trip nail 36.1 spaced 484nch o.c. One (1) 14 ga. 5/84nch long T nail or One (1) 18 ga. 1/44nch crown x One (1) min. 1.75-inch x 0.072-inch diameter 16F-6 Max. Masonry 9 ga., min. 5/8-inch long Stub Nail Wood 1-inch leg staple spaced 4-inch finishing nail with min. 3/16- t43.3 16-inch 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. 1/4-inch crown x One (1) min. 1.75-inch x Max. Three (3) 18 ga.114-inch crown x 1- 14nch leg staple spaced 4-inch 0.072-inch diameter 16F-7 16-inch Wood inch leg staples in diamond pattern Wood o.c. and securing each panel finishing nail with min. 3/16- t43.3 spaced 16-inch o.c. lap inch head spaced 16-inch o.c. ALC15001.4 FL12194-R7 5of11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LL• C ALUMINUM COILS, INC Soffits Appendix A Approved Systems for Maximum 16-inch Soffit Span with J-Channel and Fascia Cap Wall Connection Eave Connection System Panel MDP No. Width pso 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 3/4inch long x 0.072-inch dia. x 23.5 16J 1 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch 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 MDP No. Width pso Substrate J-Channel Substrate J-Channel Attachment Attachment Three (3) 18 ga.1/4-inch crown x 1-inch leg staples in diamond pattern spaced 244nch o.c. securing Three (3) 18 ga.1/4-inch crown x 1-inch leg staples in 16JJ-1 Max. 164nch Wood J-Channel to joists; One (1) 18 ga.1/4-inch crown x 14nch leg staples Wood diamond pattern spaced 8-4nch o.c. securing t32.7 located in the horizontal leg of the J-Channel spaced J Channel to fascia 12-inch o.c. Three (3) 18 ga.1/4-inch crown x 1-inch leg staples in Three (3) 18 ga.1/4-inch crown x 1-inch leg staples in diamond pattern spaced 24-inch o.c. securing diamond pattern spaced 12-inch o.c. securing 16JJ-2 Max. Wood J-Channel to joists; Wood J-Channel to fascia; 43.3 16-inch One (1) 18 ga.1/4-inch crown x IAnch leg staples One (1) 18 ga.1/4anch crown x 1-Inch leg staple securing 33.3 located in the horizontal leg of the J-Channel spaced the nailer of each female lock or spaced 16-inch o.c. 12-inch ox securing each panel lap ALC15001.4 FL12194-R7 6of11 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 MDP 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.1/4-inch crown x Three (3) 18 ga.1/4-inch crown 1-inch leg staples in diamond 1-inch leg staple securing the nailer x 1-inch leg staples in diamond pattern spaced 244nch o.c. of each female lock or spaced 16- pattern spaced 244nch o.c. 22 5JJ 1 Max Wood securing J-Channel to joists; inch o.c. securing each panel lap Wood securing J-Channel to joists; 42 1 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 12-inch 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 Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment 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 12-inch o.c. securing One (1) 18 ga. 1/4 One (1) min. 1.754nch x Max. inch crown x 14nch rafter with one each panel lap inch crown x 1-inch 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 inch x 7d ring One (1) min. 1.75-inch inch O.C.3116-inch head spaced spaced 16-inch o.c. shankhanksnail x 0.0724nch diameter 124nch o.c. o. c. finishing nail with min. 3/ 16-inch head spaced 44nch o c. ALC15001. 4 FL12194-R7 7of11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for Maximum 24-inch Soffit Span with F-Channel and Fascia Cap Wall Connection Center Connection Eave Connection System Panel MDP No. Width psi Substrate F-Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1) 18 ga.1/4-inch crown x 1-inch leg 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 sown x 1-inch 0.0724nch diameter 80 24F-2 12 inch Wood smooth shank rafter with one Wood staple spaced 8legs finishing nail with min. 76.6 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced 16-inch D.C. inch ring shank x 0.072-inch diameter 124nch D.C. nail 244nch D.C. finishing nail with min. 3/16-inch head spaced 4-inch D.C. One (1) 18 ga. 1/4-inch crown x 1-inch leg One (1) 14 ga. 518- Nominal 1x2 staple spaced inch long T nail or 9 No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.754nch x Max ga., min. 5/84nch anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 80 24F-3 12-inch Masonry withlongStubNailw rafter with one Wood lleg staple spaced 8- finishing nail with min. 76.6 3/8-inch diameter 1) 7d x 2.25- One (1) min. 1.754nch inch D.C. 3/164nch head spaced head spaced 8-inch inch ring shank x 0.0724nch diameter 124nch D.C. D.C. nail 244nch D.C. finishing nail with min. 3/164nch head spaced 44nch D.C. One (1) 18 ga.1/44nch crown x 14nch leg Nominal 1x2 staple securing the No.2 SYP nailer of each female Three (3) 18 ga.1/4- anchored to lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one 16-inch D.C. securing inch crown x 1-inch 0.0724nch diameter 80 24F-4 16 inch Wood leg staples in rrx each panel lap Wood leg staple spaced 8- finishing nail with min. 0 diamond pattern i rininchx7dringn inch D.C. and securing 3/164nch head spaced spaced 164nch D.C. shank nail One (1) min. 1.75-inch each panel lap 164nch D.C. 244nch D.C. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch D.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 24-inch Soffit Span with F-Channel and Fascia Cap Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch crown x 1-inch leg staple securing the Nominal 1x2 nailer of each female One (1) min. 1.5- No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75Anch x x. inch x 11 ga. anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 6024F-5 16M-inch Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. roofing nail spaced 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced 16inch o.c. inch ring shank One (1) min. 1.75-inch each panel lap 16inch o.c. nail 24-inch o.c. x 0.0724nch diameter finishing nail with min. 3/164nch head spaced 4-inch 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. 1.75-inch x Max. ga., min. 5/8-inch anchored to 16-inch o.c. securing inch crown x 14nch 0.0724nch diameter 80 24F-6 16-inch Masonry long Stub Nail with rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 0 3/8-inch diameter 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced head spaced 84nch inch ring shank One (1) min. 1.75-inch each panel lap 164nch o.c. O.C. nail 24-inch o.c. x 0.0724nch diameter finishing nail with min. 3/164nch head spaced 44nch o.c. ALC15001.4 FL12194-R7 Page 9 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for Maximum 24-inch Soffit Span with J-Channel and Fascia Cap Wall Connection Center Connection Eave Connection System Panel MDP No. Width Psi Batten J-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap AttachmentAttachment 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 inch x 7d ring shank leg staple spacedNominal1x2nailstraight -nailed 12-inch o c. No.2 SYP anchored to Three (3) 18 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 1-inch leg into the end of the batten or two (2) lap Wood inch crown x 1-inch x 0.072-inch diameter finishing nail with min. t60 12 inch min. 2.25- staples in diamond min. 2.25-inch x 7d One (1) min. 1.75- lleg staple spaced 3/16-inch head spaced ininch x 7d ring pattern spaced 16- ring shank nails toe- inch x 0.072-inch 8-inch o.c. 12-inch o.c. shank nail inch o.c. nailed on either side diameter finishing 24 inch o.c. of the batten at nail with min. 3/16- each batten/rafter inch head spaced intersection. Max. 4-inch o.c. rafter spacing is 24-inch o.c. . Nominal 1x2 No.2 SYP scabbed One (1) 18 ga.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 16-inch o.c. One (1) 18 ga1-inch .''/.- One (1) min. 1.75-inch anchored to ga.1/4-inch crown into the end of the securing each panel inch crown x x 0.072-inch diameter 24J-2 Max. rafter with one x 1-inch le g batten or two (2) lap Wood leg staple spaced finishing nail with min. t53.3 16-inch 1) min. 2,25- staples in diamond min. 2.25-inch x 7d 8-inch o.c. and 3/16-inch head spaced inch x 7d ring pattern spaced 16- ring shank nails toe- One (1) min. 1.75- securing each panel 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 24-inch Soffit Span with J-Channel at Wall and Eave Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Substrate J-Channel Panel Attachment Substrate J-Channel Attachment Attachment Three (3) 18 ga.1/4-inch crown x One (1) 18 ga.1/4-inch crown x 14nch leg staples in diamond 1-inch leg staple securing the nailer Three (3) 18 ga.1/4-inch crownpatternspaced244ncho.c. of each female lock or spaced 16- x 14nch leg staples in diamond 24JJ 1 Max. Wood securing J-Channel to joists; inch o.c. securing each panel lap Wood pattern spaced 8-inch o.c. t-43.5 16-inch One (1) 18 ga.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 12-inch o.c. 3/16-inch head spaced 4-inch 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 24 inch o.c. of each female lock or spaced 16- pattern spaced 12-inch o.c. Max. securing J-Channel to joists; inch o.c. securing each panel lap securing J-Channel to fascia: 53.3 24JJ-2 16-inch Wood One (1) 18 ga.1/4-inch crown x Wood One (1) crown x 44 4 le1-inch leg staples located in thelocatedithe One (1) min. 1.75-inch x 0.072-inch g staplea. securing14nchlegstaplesecuring the horizontal leg the nfthe -Channel diameter finishing nail with min. nailer of each female lock or spaced 1 3/16-inch head spaced spaced 164nch o.c. securing 4-inch o.c. each panel lap ALC15001.4 FL12194-R7 Page 11 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES. LLC ALUMINUM COILS, INC Soffits Appendix B INSTALLATION Note - Refer to the APPROVED SYSTEMS section of this report for additional installation details of a selected system and maximum design pressures limitations. System No. Installation Detail 18ga., 1J4' x 1' staples 24- o.c. max OPEN w.c Diamond' Patten ttaple tJa• x coIsrstaples1?' o.c. max n 1 J J•Channel 3!8" 10.5JJ-1 & Deteu 9 14.5JJ-1 189a., 1r4' x 1' 18ga., 114- x 1' 3J8- y 1 staples 24' o.c. max staples 24' o.c. max Diamono' Patten 1' 189a . 114" x staples'I? O.C. max Diamond' Patten r J•Channel Deter A ALC15001.4 FL12194-R7 Page 1 of 19 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 System Nd. " 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. S/S" EMBEDMENT SPACED 8" O.C. FOR MASONRY SUBSTRATES. FASCIA SLIP BOARD FASCIA TRIM 12F-1 & SOFFIT 12F-2 MAX. 12•INCH SPAN F" CHANNEL kl!rg;, ConCr9L: or Block gall STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE T 16" O.C. f FASCIA LIP 1/4" PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001 4 FL12194-R7 Page 2 of 19 This evaluation report is provided for State of Florida product approval under Rule 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 OPEN RAFTER FACIA BOARD FASCIA CAP 3/4" X 1/4" CROWN STAPLE '8" ON CENTER 1-3/4" TRIM NAIL-J F- CHANNEL CAN BE PAINTED S.S. 48' INSTALLED WITH THE O.C. NAILING FIANCE UP OR DOWN SOFFIT- max. 12-inch span WOOD SUBSTRATE ALUMINUM COILS, INC Soffits Appendix B SOFFIT STAPLE r APLES 1-1 DIAMOND PATTERN DETAIL I I 1 r eErvEEri r STAPLES 1-3/4" TRIM NAIL PAINTED S.S. FACIA BOARD FASCIA CAP 3/4" X 1/4" CROWN STAPLE SOFFIT — J 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 ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail MIN. 14GA T•N.AIL OR MIN. 9GA. STUB NAIL WITH 3/8' HEAD DIA., MIN. 518- EMBEDMENT SPACED 6' O.C. FOR MASONRY SUBSTRATES. FASCIA SLIP BOARD FASCIA TRIM 12F-4 SOFFIT MAX. 12•INCH SPAN CHANNEL 1jTRIMRAILFAcu eoAR0 PFASCIA CAP L.nr QLeor1/4 CROWN F;I=P.. Wall CRO STAPLE S SOFFIT & FASCIA DETAIL ALC15001.4 FL12194-R7 Page 4 of 19 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No. Installation Detail OPEN RAFTER 3/4' X 1/4- CROWN STAPLE -24- ON CENTER USING A DIAMOND PATTERN 12J-1 } L—CHANNEL 1-3/4- TRIM NAILJ screed cosoffic PAINTED S.S. 48' with one(l) 48 x 1/2" r. 3/8' head O.C. diameter screw, 16" O.C. SOFFIT —max. 12-inch span WOOD OR BLOCK SUBSTRATE ALUMINUM COILS, INC Soffits Appendix B 3/4" X 1/4' CROWN STAPLE 1 SOFFIT STAPLE FACIA eoARO / DIAMOND PATTERN D ETAI L CAP 3/4' X 1/4- CROWN 1-3/4' TRIM NAIL FACIA BOARD STAPLE '8' ON CENTER PAINTED S.S. FASCIA CAP 3/4' X 1/4' CROWN STAPLE SOFFIT SOFFIT & FASCIA DETAIL ALC15001.4 FL12194-R7 Page 5 of 19 This evaluation report is provided for State of Florida product approval under Rule 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 12JJ-1 & 16JJ-2 18ga., 114' x 1" staples 12' O.C. max A 18ga,114"xV 30 staples 24" o.c. max tit Diamond Patten 18 ga ,114' staples in h leg offemal DeteW 8 J•Channel Octed A ALUMINUM COILS, INC Soffits Appendix B 18ga.,114" x 1" staples 24' o.c. max Diamond" Patten 18ga., 1f4'x1' taples 12' ox max Diamond- Patten ALC15001.4 FL12194-R7 Page 6 of 19 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 13A' LONG X O 072' DIA. iFiL`A NAIL WnH 3116' HEAD DLA, FASCIA BOARD SPACES 16' CC. ASCU CAP E SOfFII 1' % I.W CF.MN S.APLE OPEII RAFTER CM UGAT BAIL OR MRN FASCIA BOARD 9CLy STUE 111:ML OATH cb' HEAD MMIE SOFFIT & FASCIA16F-1 E T 16F-6 SPACED 7C.C. DETAIL FASCIA CAP; REFER TO SOFFIT i FASCIA DETAIL F' CHANNEL SOFFIT; MAX. 16- SPAN HASONAY SUBSTRATE ALC15001.4 FL12194-R7 Page 7 of 19 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail MIN. 318' HEAD DIA. NAIL, MIN. 1.25' EMBENDMENT SPACED 24' O.C. FOR WOOD SUBSTRATES. MIN. 14GA T-NAIL OR MIN. 9GA. STUB NAIL WITH 3/8" HEAD DIA., MIN. 5/8" EMBEDMENT SPACED 8" O.C. FOR MASONRY SUBSTRATES. FASCIA SLIP BOARD FASCIA TRIM OFFI TS 16F-3 & 16F-4 F" CHANNEL coc1. Concrace or Block. Wall STAPLE SOFFIT TOzFASCIABOARD ##T50 3/8" X 3/8" STAPLE 16" O.C. OFASCIALIP1/4" 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 Stale of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No. I Installation Detail 16F-5 3/4' X 1/4' \ CROWN STAPLES USING A DIAMOND PATTERN I 1-3/4- TRIM NAIL) F' CHANNEL CAN BE PAINTED S.S. 48' INSTALLED WITH THE O.C. NAILING FLANGE UP OR DOWN WOOD SUBSTRATE OPEN RAFTER FACb1 BOARD CAP 3/4- X 1/4- CROWN STAPLE W ON CENTER SOFFIT- max . 16 - -inch span ALUMINUM COILS, INC Soffits Appendix B F„- %, SOFFIT STAPLE DIAMOND PATTERN D ETAI L I I IU.;r w[s i n I. P, SOFFIT c'" CIA 80ARD FASCIA CAP X 1/4" WN STAPLE 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 TECHNICAL SERVICES. LLC ALUMINUM COILS, INC S offits Appendix B System No. Installation Detail 1 31. LONG X 0 DT_• DIF TRW. NAIL WITH 3116'HEAD DIA FASCIA BOARO FASCIA CAP SCFFIT I 1' % I G• C,—ffilN ST. aPLE 6PEN RAFTER FASCIA 8000 STAPLE uYSTF! LED 16F-2 & 16' 0 C. CJ DIAMOND PATTECtA SOFFIT & FASCIA 16F-7 DETAIL JB- FASCIA CAP, REFER TO SOFFIT I FASCIA F' CBAIJNEL I OETALL lu-x t' staotel: SOFFIT: MAX 16' SPAN MASONRY Diamond' PittenSUBSTRATE I ALC15001.4 FL12194-R7 Page 10 of 19 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No. I Installation Detail 16J-1 3/4- X 1/4- CROWN STAPLE '24- ON CENTER USING A DIAMOND PATTERN WOOD OR BLOCK SUBSTRATE OPEN RAFTER 1-3/4- TRIM NAIL) PAINTED S.S. 48" O.C. SAFFTT—max. 16-inch span W FACIA 130ARD FASCIA CAP 3/4" X 1/4- CROWN STAPLE -8" ON CENTER ALUMINUM COILS, INC Soffits Appendix B 3/4" X 1/4" CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN DETAIL 1-3/4- TRIM NAIL I FACIA BOARD PAINTED S.S. Ar FASCIA CAP 3/4- X 1/4- CROWN STAPLE SOFFIT -J SOFFIT & FASCIA D ETAI L ALC15001.4 FL12194-R7 Page 11 of 19 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No. I Installation Detail A 18ga., 114" x 1' staples 12' o.c. max 16JJ-1 18ga., 114' x 1' 8- staples 24' o.c. max Diamond' Patten J-Channel Deted 8 Dete0 A ALUMINUM COILS, INC Soffits Appendix B 18ga., 114' x 1" staples 24' o.c. max Diamond" Patten al 18ga., 114' x V aptes To c max iiamond' Patten 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 No. I Installation Detail 22.5JJ-1 OPEN RAFTER 18 ga., 114' x 1' staples 16' o.c. max and 1 3'4" Long x .072' Dia. Trim Nails with 3/16' Head 4" 318' o c. max Diamond" Patten 18ga.. 114' x 1' staples 12- o.c- max 18ga.. 114-x 1' staples 24' d.c. max J-Channel ALUMINUM COILS, INC Soffits Appendix B 18ga., 114" x 1' staples 24' o.c. max Diamond" Patten nnnPl Deted 6 I8ga,114'x1' staples 24- O.C. Max Diamond' Patten f \ 18ga., 1/4'x1" staples 1 ? o c. max Detect A ALC15001.4 FL12194-R7 Page 13 of 19 This evaluation report is provided for Stale of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attnbutes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 J- TRIO NA R FASCIA BOARD PAINTED 5.5. I'e}' CROWN I FASCIA CAP STAPLES SofFR USING A DIAMOND PATTERN; REFER TO 1'4' CROWN STAPLE SOFFIT STAPLE OLAMONO PATTERN DETAIL 1 t' TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA DETAIL 24F-1 & 24F-4 1, CROWN STAPLE - FASCIA CAP; REFER LI-Al To SOFFIT L FASCIA DETAIL / 9- \ 1 Nominal AnchoredBattenrhored tto SOFFIT; MAX. 24' F-CHANNEL Ratters with one 7d Rir* Shank Nag at every Railer wD00 SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALC15001.4 FL12194-R7 Page 14 of 19 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES. LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 i' TI M NAIL FASCU BOARD PAINTED S S. I-j" SMOOTH SHANK FASCIA CAP pOOF xARs I SOFFIT I-rj- (ROWN STAPLE 1 I t" 7RM HAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA 24F-2 & DETAIL 24 F-5 11"q' CROWN STAPLE FASCU CAP,. REFER TO SOFFIT L FASCIADETAIL Nominal T'a2' SYP Batten Anchored to SOFFIT. MAX, 2C F•CHANNEL Rafters vilh one 7d Ring Shank Nad at eery Rafter WOOD SUBSTRATE ALC15001.4 FL12194-R7 Page 15 of 19 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 TRIM NAIL FASGA BOARD PAINTED S.S. ILGA T-NAILS FASCIA CAP SOFFIT I'.}' CROWN STAPLE 1 3- TRU7 HAIL FASCIA BOARD PAINTED S.S. SOFFIT 8 FASCIA DETAIL 24F-3 & 24F-6 I I-q- CROWN STAPLE FASCIA CAP; REFER TO SOFFIT L FASCIA BET AIL Nominal I-.2- SYP Batten Anchored to SOFFIT; MAX. 24' F-CHANNEL Rafters vith one Id Ring Shank Nall at every Rafter MASONRY ALC15001.4 FL12194-R7 Page 16 of 19 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I = TRIM NA L FASCIA BOARD PAINTED S.S. r,tj- CROWN FASCIA CAP STAPLES USING A DIAMOND SOFFIT PATTERN; REFER TO CANTtIEYEAEO I-i- CROWN STAPLE SOFFIT STAPLE RAFTER DIAMOND PATTERN DETAIL FASCIA BOARD I f TRIM MAIL SOFFIT Er FASCIA PAINTED s.s. DETAIL 24J- rd- CROWN STAPLE 24J 2 —_ To5SOFFIT i REFER OETAR / 140m d I- . 2'SYP battens 8 scabbed between ratters and SOFFIT; MAX 24' 1-CMarINEI securotl wthd st tag t-n d ringehanhnodstratghl-nadetl Ihrthe miler into (he and NOOO SUBSTRATE the b ofthebattenor two Id lla / ringshanknaIce•nana iletl on ether side of the battarn al N0 battenfrafter intersection / SOFFIT STAPLE DIAMOND PATTERN ALC15001 4 FL12194-R7 Page 17 of 19 This evaluation report is provided for State of Florida product approval under Rule 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 18ga., 114' x I' staples 24" o.c. max OPEN R-FTER Diamond" Patten 18ga., 114" x 1' o,ST staples 12" o.c. max iaF B i A 18 ga., 114" a. i"staples 16" G.C. max and 1 3/4" Long x .02" DIa Tnt;. J-Channel Naas iviih 3116" Head 4" 3Y o.c max Detail b 24JJ-1 18ga., 114" x I" 318" staples 24' a.c. max 18ga., 114" x I" staples 8' ox, max Diamond" Patten r 1 J-Channel Dele B A ALC15001.4 FL12194-R7 Page 18 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 19ga., 1/4' x V OPEN PhFrETi staples 24- 0.1. max Diamond' Patten OIST staples 12' a.c. max s A r 18 ga., 114" x V staples 16' o.c. max and 1 3/4' Long x .072" Dla. Trim J-Channel Nails with 3/16" Head 4" 30 O.C. max Oetad B 24JJ-2 I— 18ga., 1 i4" x 1" 18ga., l id' x 1' 319' staples 24" o.c. max staples 12O.C. max Diamond' Patten r Diamond" Patten t8ga., 114'7J.Channel staples in h leg of fema Detail A ALC 15001.4 FL12194-R7 19 of 19 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC DESIGN WIND LOADS ALUMINUM COILS, INC Soffits Appendix C The following tables provide design wind loads for components and cladding in accordance with Section 1609 of the FBC and ASCE 7-10 under the following provisions: 1. Wind speeds for risk category I, II, III, and IV buildings shall be as defined in Section 1609 of the FBC. 2. Exposure B, C, and D shall be as defined in section 1609 of the FBC. 3. Design wind loads are provided only for walls/soffits with a mean roof height less than or equal to 60-ft. 4. All calculations are based on an effective wind area of 10-fi? or less. 5. Topographic factors such as escarpments or hills have been excluded from the analysis. 6. Wind directionality factor, Kd = 0.85 7. Vuu 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%u of the least horizontal dimension or 3-ft. ALC15001.4 FL12194-R7 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure B Building Type Zone Mean HeRototfft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 20 16.9 19.8 22 9 26.3 30.0 33.8 37.9 A2.2 46.8 25 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 30 16.9 1 -19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 4 40 18.3 21.5 24.9 28.6 32.5 36.7 41.2 45.9 50.8 50 19.5 22.9 26.5 30.5 34.7 39.1 43.9 48.9 54.1 Enclosed 60 20.5 24.0 27.8 32.0 36.4 41.1 46.0 51.3 56.8 Negative Loads) 5 20 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 25 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 30 20.8 1 -24.4 28.3 32.5 37.0 41.7 1 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 4 20 10.8 12.7 147 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 1 12.7 14.7 16.9 19.2 217 24.3 1 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 Enclosed 60 13.1 15.4 178 20.5 23.3 26.3 29.5 32.9 36.4 Positive Loads) 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 147 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 217 24.3 27.1 30.0 5 40 11.7 13.8 160 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 1 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 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure C Building Type Zone Mean HeR hotfft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 20 21.7 25.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2 25 22.6 26.6 30.8 35.4 40.2 45.4 50.9 56.7 62.8 4 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 Enclosed 60 27.2 31.9 37.0 42.5 48.3 54.6 61.2 68.2 75.5 Negative Loads) 20 26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3 5 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 72.9 81.2 89.9 60 1 -33.6 39.4 45.7 52.5 59.7 67.4 75.5 84.2 93.2 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 1 32.6 36.3 40.3 Enclosed 4 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) 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 5 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 1 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 1 31.0 35.0 39.2 43.7 48.4 ALC15001.4 FL12194-R7 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure D Building Type Zone Mean HeightRoofft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 20 26 0 30.5 35.4 40.6 46.2 52.2 58.5 65.2 72.2 4 25 27.0 31.6 36.7 42.1 47.9 54.1 60.6 67.6 74.9 30 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.5 40 29.4 34.5 40.0 45.9 52.2 58.9 66.1 73.6 81.6 50 30.6 35.9 41.6 47.8 54.3 613 68.8 76.6 84.9 Enclosed 60 31.5 37.0 42.9 49.3 56.1 63.3 70.9 79.0 87.6 Negative Loads) 20 32.1 37.7 43.7 50.1 57.0 64.4 72.2 80.4 89.1 25 33.3 39.1 45.3 52.0 59.2 66.8 74.9 83.4 92.4 30 34.5 40.4 46.9 53.8 61.3 69.2 77.5 86.4 95.7 5 40 36.2 42.5 49.3 56.6 64.4 72.7 81.5 90 9 100.7 50 37.7 44.3 51.4 58.9 67.1 75.7 84.9 94.6 104.8 60 38.9 45.7 53.0 60.8 69.2 78.1 87.6 97.6 108.1 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 4 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 Enclosed 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 237 27.5 31.6 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 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 ALC15001.4 FL12194-R7 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 3/8" F-Channel 3/8" J-Channel 3/e" 3/4" 1/8" HEM 1 5/e" T 3/ 14- 1 3/8" ISOMETRIC VIEW 3/8" PROFILE ISOMETRIC VIEW 3/8' PROFILE ALUMINUM COILS, INC stets Appendix D ALC15001.4 FL12194-R7 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Fascia CREEK TECHNICAL SERVICES, LLC 5 3/4" 7/8" 1/8" HEM 1/4" f 6"FASCIA 7" BLANK ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC15001.4 FL12194-R7 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 16" Q4 Soffit 18' BLANK 3 / 8 PRonLE HD6WTQ DDDD DDDDD D D D D DDDDD o DDDD ALUMINUM COILS, INC Soffits Appendix D ALC15001.4 FL12194-R7 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 12" T4 Soffit 31/8" 7/8" 31/8" 7/8" 31/8" 5/16" 1/2" 1/2" 1/2" 1/2" 1/2" 3/4' 1/8" 1/8" 3/8" 13.75" BLANK 3/8" PROFILE rN ALUMINUM COILS, INC Soffits Appendix D END OF REPORT ALC15001.4 FL12194-R7 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Florida Building Code Online https://www.floridabuilding.oi-g/pr/pr app_dtl.aspx?param=wGEVX... I C Professional -".' CA POARTMOn OF a SCIS Home I Log In I User Registration Hot Toplm Submk Surcharge i Stats a Facts I Publications I FBC Staff BCIS SRe Map Links search Florida r uI ; Product Approval 4 • USER. Public Userd "• • yrrc: Pr9dVSt.9boroval Meau > Produrt or AnnikaLM59M_rgtl > AwtutialuKt > AppBotion Detail I 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 rmetzOOI@tampabay.rr.com Robert Metz rmetzOO1@tampabay.rr.com Bob Metz REMCO of Pinellas 456 Avila Circle NE Saint Petersburg, FL 33703 727)776-5261 rmetzOO1@tampabay.rr.com Don Shaw IKO Industries LTD 120 Hay Rd. Wilmington, DE 19808 717)579-6706 don.shaw@iko.com Roofing Asphalt Shingles Certification Mark or Listing FM Approvals - CER Locke Bowden P.E. Validation Checklist - Hardcopy Received Standard ASTM D3161 modified to 110 mph ASTM 03462 ASTM D7158 Class H ASTM E108 Year 2016 2010 2011 2011 I of 4/13/2018,7:41 AM Florida Building Code Online 11 tips://www. floridabu i lding.org/pr/pr_app_dti.aspx?paranl=wG F VY... Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 10/08/2017 Dale Validated 10/30/2017 Date Pending FBC Approval Date Approved 11/01/2017 Summary of Products FL # Model, Number or Name Description 7006.1 Cambridge, Cambridge HD, Laminated architectural fiberglass asphalt shingle Blltmore and Blltmore HD manufactured at IKO's Kankakee, IL; Hawkesbury, Ont.; Wilmington, DE; Sylacauga,AL and Toronto, Ont. plants Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL7006 R10 C CAC Letter - ASl D3161 letter - Approved for use outside HVHZ: Yes 26-20 7 from FM.pdf Impact Resistant:, N/A FL7006 R10 C CAC Let tCL' ASTM D3467_ letter_ Design Pressure: N/A 9Ufi_ZQt.7).pdf Other: FL7006 R10 C CAC Letter - ASTM E10ffi letter - 9.2G_2017) pd( Quality Assurance Contract Expiration Date + 12/31/2020 Installation Instructions FL7006 R10 11 IKO_1B7-02-01 Letter_=,Installation Instnic IpnS for FBC FL7006.pdf Verified By: Duc T Nguyen 65034 Created by Independent Third Party: No Evaluation Reports Created by independent Third Party: 7006.2 Hip and Ridge 12 Cap This Is a 12" x 12" fiberglass asphalt shingle used to cover the hip and/or ridge of an asphalt shingle roof system manufactured at IKO's Kankakee, IL, Toronto, Ont. and Brampton, Ontario plants. 1LimitsofUseCertificationAgencyCertificate Approved for use in HVHZ: Yes FL7006 R10 C CACTM D hingle letter Approved for use outside HVHZ: Yes Survejllance Audit Location=(6_28-2017).pdf IImpactResistant: N/A FL7006_R10 C CAC LettervASTMM D3.161 letter - Design Pressure: N/A 9-26 2Q 7)_from FM,pdf Other: FL7006 R10_C CAC LegeL_ ASTM D3462letter- 9= 26_20Japdf FL7006 _ R10 CSAC—Letter ASTM E106 ICtteL._ 9. 26-2017).pdf Quality Assurance Contract Expiration Date 12/ 31/2020 Installation Instructions FL70- OC_ R)0 II Hip and Ridgc CapShingle Installation Instruction.*. pdf FL7006_ 1R10 11 11(0-187-O2-01 Letter - InstallaticL Instru_ Ctlons for FBC F1,7006.pdf Verified By: Duc T Nguyen PE 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 7006. 3 Leading Edge Plus Asphalt Shingle One piece fiberglass asphalt shingle used as a starter strip at Starter Strlp the bottom of a roof system manufactured in Brampton and Hawkesbury, Ontario plants Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL7Q06—ry10 C CAC Lpl[er ASTM D3161 letter Approved for use outside HVHZ: Yes 9-26-2017 from FM.pdf Impact Resistant: N/A FL7006 RIO C CAC ULLter_ASTM D3462 letter - Design Pressure: N/A 9 -:20AD,Pdf 2 oe 3 4/13/2018, 7:41 AM Flog da Building Code Online https://www.floridabtiilding.org/pi-/pr_al)p_dt l.aspx?parani=wGEV X... Other: I FL7Qg6_Rj0 C C'AC Le_Ugr - ASTM j0fU0_ter - t9-26-3917L•edf 1i Quality Assurance Contract Expiration Date 12/31/2020 i Installation Instructions FL7006 R10 11 IK0-187-02-01 Letter - Installeltiorl Instructlon6 for FBC FL7006. dfdf FL7006 R10 11 Roofii g_Products-Lcadino:Edg -Plus- P_ R01i-atlon-ENfILP01' Verified By: Duc T Nguyen PE 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 17006.4 Marathon Plus AR, Superglass Plus 3 tab fiberglass asphalt shingle manufactured at IKO's AR Brampton, Ontario, Hawkesbury Ont., Toronto, Ont.; L_—, Sylacauga, AL and Kanakakee, IL plants -- Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other. Certification Agency Certificate FI-700§ R10 C CAC Letter - ASfM Dj1CZ1_kt; er - EMP_df F_L704_6 _R10 C CAC Letter - ASTM D2462 letter - f-26_2QLZ). ) f FL7006 RID C CA I fitter - ASTM E308 letter - c2a_zQ.7)_f Quality Assurance Contract Expiration Date 12/20/2020 Installation Instructions FL7006 RLO_II IKo-IR7-02-01 =Pr- 1115ta n instru tions for FHC FL7006.odf Verified By: Duc T Nguyen 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: Next Contact Us:; 2601 Stair Stone Road. Tel1aha55_ge FL 32399 Phone: 850-487-1824 The State of Florida Is an AAIEEO employer. Cggpyrlyht 2007-2013 State of Hortla.:: Prtvicv Stat men :: ACCe55ibldty Statement :: Rnfund.Statement Under Florida law, email addresses are public records. If you do not want your a -mad address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mad If you have any questions, please contact 850.487.1395. -Pursuant to Section 111.275(1), Florida Statutes, effective October 1, 2012, Icertsees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The malts provided may be used for official communication with the bcensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address whch can be made avallabke to the public. Tb determine d you are a licensee under Chapter 455, F.S., please cock here Product Approval Accepts: M. ® ® M _ Credit Card Safe 3 of 3 4/ 13/201 R, 7:41 AM CONSTRUCTION MATERIALS TECHNOLOGIES October 27, 2017 IKO Industries, Ltd 120 Hay Rd. Wilmington, DE 19809 Re: FBC FL7006 Sir(s), PRI Construction Materials Technologies has completed a technical review and attached sealed shingle instructions in compliance the 2017 Florida Building Code. This review was completed based on the receipt of following evidence from IKO Industries, Ltd: 1) IKO Shingle Application Instructions — 3-Tab Shingles EN-3Tab_Appins_BAGXEFS-2012-11_reformatted 2013-02-rev07/13-Florida) 2) IKO Laminated Shingles Application Instructions EN -Laminated Appins_8TTEFS-2012-04_reformatted 2013-02-rev07/13-Florida) 3) IKO Hip and Ridge 12 Application Instructions EN-HipandRidge 12_3HRTri-2013-08_reformatted 2013-08) 4) IKO Leading Edge Plus Shingle Application Instructions EN- 3LEP-Tri-2012-06_reformatted 2013-03) 5) ASTM D3161 Test Report (FM Approvals Project No. 3040947) The attached instructions should be used in conjunction with the published manufacturer's application instructions and applicable code. In the event the instructions conflict, these instructions shall govern. Statement of Independence: PRI Construction Materials Technologies and/or Duc T. Nguyen, FL P.E. do not have nor plan to acquire a financial interest in any company manufacturing or distributing products for which the test reports are issued. Signed: / v /+.i,; /. t Signed: { il j l C'2. Brad Grzybgy(,Wl Duc T. u e Managing Director Florida Regtre PFofessional Engineer P.E. Number: 66034 Date: October 27, 2017 Date: October 27, 2017 Attachments: A) IKO Shingle Application Instructions - 3-Tab B) IKO Laminated Shingles Application Instructions C) IKO Hip and Ridge 12 Application Instructions D) IKO Leading Edge Plus Application Instructions IKO-187- 02-01 PRI Construction Materials Technologies, LLC. 6412 Badger Drive Tampa, FL 33610 Tet 613-621-5777 Fax: 813-621-5840 a -mall: matedalstes6ng@pdcmt.com WeDSlte: hltpJhwvw.pdcmrt.com IKO Installation Instructions for Asphalt Shingles Page 2 of 5 IKO Shingle Application Instructions — 3-Tab Shingles ASTM D3161, Class F — IKO Marathon 25 AR and CRC Superglass M25AR) NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION CONFLICT, THESE INSTRUCTIONS WILL GOVERN. ROOF DECK: Solidly sheathed and fastened deck conforming to 2017 FBC. UNDERLAYMENT: Applied in accordance with building code requirements. For areas where the roof slope is less than 4" per foot down to 2" per foot, use 2 layers of underlayment conforming to building code requirements, the first sheet overlapping the eave protection by 19", followed by full 36" widths overlapping each preceding course by 19" or other Approved underlayments in accordance with the qualified application instructions. For areas where the roof slope is 4" per foot or greater, cover the deck with one ply of underlayment laid parallel to the eaves, with 2" horizontal laps and 4" end laps. Apply metal drip edges on top of any underlay along rake edges and directly to the deck along eaves in accordance with building code requirements. NAILING: Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" diameter heads, long enough to penetrate through plywood or 3/4" into boards. Use 4 nails per shingle placed 6-1/8" above the butt edge, approx. 1" and 13" from each end and 1/2" above each cutout. Drive nails straight so that nail head is flush with, but not cutting into shingle surface. NAILING ON STEEP SLOPES: For steep slopes of 21" per foot (60°) or more, use 6 nails per shingle placed as shown below. Ensure that no nail is within 2" of a joint/cutout of the underlying shingle. Seal down each shingle at time of application with three 1" diameter (approx. size and thickness of a quarter) spots of asphalt plastic cement placed under the shingle 2" above the bottom edge and equally spaced along the shingle. Apply plastic cement in moderation since excessive amounts may cause blistering. CAUTION: Shingles should seal to the underlying course when the factory applied asphalt sealant is sufficiently warmed by the heat of direct sunlight. EXPOSURE: Installed shingles shall have a maximum average exposure of 5-5/8". STEEP SLOPES 1.1r2' 1-Ir2" 1' I' SEALING STRIP • • • - - i • i r,11f8- V2' I I 6 I18' NAILS NAILS DO NOT NAIL INTO OR ABOVE THE SEALING STRIP PRI Constnrctian Materials Technologles, LLC. 6412 Badger Drive Tampa. FL 33610 Tak 813-621-5777 Fax: 813-621-5840 a -mall: materialstestIng@p6cml.com WebSlte: hllpJAnrrv.pdcmt.com 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 314" 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 NAIL LINE 6 318"t 1 17M 1/1'-f I NAILS NAILING - STEEP SLOPES APPLICATION Use six nails as shown. CEMENT PROPER APPLICATION REOUIRES THAT THE NAILS PENETRATE BOTH THE OVERLAY AND UNDERLAY PORTIONS OF THE SHINGLE PRI Construction Materials Technologies. LLC. 6412 Badger Drive Tampa, FL 33610 Tel: 813-621-5777 Fax: 813-621-5840 e-mail: matedalstes6ng@prlcmt.com WebSite: Mr./Aw.pricnit.com IKO Installation Instructions for Asphalt Shingles Page 4 of 5 TKO Hip and Ridge 12 Application Instructions ASTM D3161, Class F — IKO Hip and Ridge 12) NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION CONFLICT, THESE INSTRUCTIONS WILL GOVERN. Cut hip and ridge shingles into thirds, using the perforation marks as a cutting guide. These shingles are designed for a 5 1/8" (130 mm) exposure. (For a neater appearance, the top of each side of each piece has been factory trimmed on a 1" (25 mm) taper (see drawing). Bend each piece over the hip or ridge, and nail 5 5/8" (143 mm) above the butt edge 1" (25 mm) in from each edge, exposing each piece 5 1/8" (130 mm). Apply hip pieces starting at the lower end of the hip, working up toward the ridge. On hip roofs, apply ridge pieces starting at each end, meeting in the middle. On gable roofs, apply ridge pieces starting at the end opposite to the prevailing wind direction and continue to the other end. Note: To obtain a three-dimensional effect, (which is recommended, but not required), apply hip and ridge shingles double thickness by stacking 2 pieces on top of one another, the lower piece extending about 3/4" (19 mm) further than the top piece (see diagram). The final shingle should be set in cement, and the exposed nail heads of the final shingle should be covered with cement. Prior to application in cold weather, storing the shingles in a heated area will allow for easier bending. NOTE: SHINGLES MUST BE APPLIED PROPERLY. 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. f! mmr TAPER CUT PRI Construction Matedals Techralogles, LLC 6412 Badger Drive Tampa, FL 33610 Tel. 813-621.5777 Fax: 813-621-5840 e-mall:maladalstesgng@pdcmi.com WebSlte: http:1Avmv pdcmLcom IKO Installation Instructions for Asphalt Shingles Page 5 of 5 IKO Leading Edge Plus Application Instructions ASTM D3161, Class F — IKO Leading Edge Plus) NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION CONFLICT, THESE INSTRUCTIONS WILL GOVERN. 1. Apply any underlayment, eave protection, valley flashings, or drip edges to roof deck as required. 2. Each 39 3/8" x 13 1/4" (1000 mm x 336 mm) IKO Leading Edge Plus strip is perforated lengthwise for separation into two (2) shingles. Take one IKO Leading Edge Plus strip and fold flat at perforation to separate. 3. Take one of the separated shingles 39 3/8" x 6 5/8" (1000 mm x 168 mm) and remove approximately 20"(500 mm). Install this shingle on the lower left corner of the roof deck, granule side up, with the factory installed sealant adjacent to the eaves. The shingle should overhang the rake edge and eaves by a nominal 1/4" (6 mm) minimum. Fasten the shingle to the roof deck with nails located 3" to 4" (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 Constructlon Materials Technologies, I.I.C. 6412 Badger Drive Tampa, FL 33610 Tel: 813-621-5777 Fax: 813-621-5840 e-mail: matedatstesbng@pdcmt.com WebSite: http://vAvw.prlcmLoom fto[,ida Building Code Online https://www.floridabuild ing.org/pr/pi_app_dtl.aspx?param=wGEVX... 1 Professional, rr rai BCIS Home I log In I User Regstration Hot Topes I Submit Surcharge Seals IN Facts I Publications I FBC Stag I BCIS Ste Map links Search Florida r w, Product Approval USER: public User irRn Yii,yo. ft9VCL60QMYDLMenU > PrOUCLor_ALPOIKdlbn Search > AopliratiOnLet > Application DetiB 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 Steven@WarriorRooflng.net Authorized Signature Steven Crew Steven@WarriorRoofing.net Technical Representative Steven Crew Address/Phone/Email 3050 Warrior Road Tuscaloosa, AL 35404 205) 553-1734 Ext 1024 Steven@WarrlorRoofing.net Quality Assurance Representative Steven Crew Address/Phone/Email 3050 Warrior Road Tuscaloosa, AL 35404 205) 553-1734 Ext 1024 Steven @ Wa rriorRoofin g. net Category Roofi ng Subcategory Underlayments Compliance Method Test Report Testing Lab PRI Construction Materials Technologies, LLC Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 10/05/2021 Validated By Jesus Gonzalez, P.E. Validation Checklist - Hardcopy Received Certificate of Independence Ft 46_g7—CQLfll CMLCert_gf (ndepen enr_e ao.f 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 Eouw FRC 2017 Standards Eo v lency pdf 1 of 2 4/13/2018, 7:44 AM Florida Building Code Online htlps://www.floridabuilding.org/pr/pr_app_dtl.aspx7param=wGEVm... Product Approval Method Method 1 Option B Date Submitted 01/17/2018 Date Validated 01/17/2018 Date Pending FBC Approval 01/17/2018 Date Approved 04/10/2018 Summary of Products FL # III Model, Number or Name I Descriptlon 2346.1 i #15 and #30 roofing felt ASTM D 226 Tested Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL2346_R7 11 InStallatpnlnstruCdOns_pdfIApprovedforuseoutsideHVHZ: Yes Verified By: PRI Construction Materials Technologies, LLC Impact Resistant: N/A I Test Reports Design Pressure: N/A I FL2346_R7_R15A Test ReppLt.pdf Other: Primary roof covering should be Installed Ij FL2346 R7 TR 308Test Report.pdf Immediately after felt. Roofing felt is not intended to be an unprotected weathering surface. 12346. 2 (15w and 30w roofing felt ASTM D 4869 Tested Limits of Use Installation Instructions I Approved for use In HVHZ: No FL2346 R7-II installatlonlnstructlons.pdf Approved for use outside HVHZ: Yes Verified By: PRI Construction Materials Technologies, LLC Impact Resistant: N/A Test Reports Design Pressure: N/A FU346 R7 TR 15w Test Report.pdf Other: Primary roof covering should be installed FU346 R7 TR 30w Test Report.pdf l immediately after felt. Roofing felt Is not intended to be an j unprotected weathering surface. Bold f— Contact- Us :: 2601-Blah, SIDne3oad-W vx Ft aZ 10o PLpaeLa590 467_Wa The State or Florida Is an AA/EEO employer. L( l2yi)2 tic 20D --=3-Stat"LFloddd.:: Edyiw Statement :: 6ccessibiLty-Statement : • Refund51atement Under Florida law, emaI addresses are public records. If you do not want your a-mal address released In response to a public -records request, do not send electronic man to this entity. Instead, contact the office by phone or by traditional mall. IT you have arty questions, please contact 850.487.1395. -Pursuant to Section 455.21sm, Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an emal address r they have one. The emaas provided may be used for official communication wth the licensee. However email addresses are pubk record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F. S , please ctkk h2M . Product Approval Accepts: LiWMCPtrt1 Credit Card Safe 2 of 2 4/13/2018, 7:44 AM WARRIORe ROOFING MANUFACTURING P. 0. BOX 40165 • TUSCALOOSA, AL 35404 • PHONE (205) 553-1734 a FAX (205) 553.1755 r 193 LEROY ANDERSON ROAD • MONROE. GA 30655 • PHONE (770) 207.0695 • FAX (770) 207-0775 323 DEVELOPMENT AVENUE • CHAMBERSBURG, PA 17201 • PHONE (717) 709-0323 • FAX (717) 709-0027 Roofing Felt Installation Recommendations Be aware that roofing felt should not be walked upon prior -to fastening into position. Proper safety equipment is recommended for all installations. Also, the roof decking should be clear of debris and moisture prior to installation of the roofing felt. Roofing felt should be installed from the bottom of the roof in horizontal layers to increase the water shedding ability of the felt. The initial layer of felt should be installed to cover the bottom edge of the decking, from edge to edge. Overhang is not required. Anchor the top comer of the felt after it has been properly positioned and roll the felt out across the roof. Pay careful attention to roll the felt out smoothly, avoiding wrinkles as you move across the roof. The top edge of the felt should be fastened no less than every eight inches. The middle and bottom edge should also be fastened no less than every eight inches. Fasteners should be applied no less than every eight inches along the eaves. The next.course of felt should also be aligned with the roof edge and should overlap the previous course two inches (sometimes referred to as head lap). In the event you get to the end of a roll prior to getting to the opposite edge of the roof, begin a new roll with a four inch overlap over the end of the prior roll (sometimes referred to as end lap). The same fastening pattern used on the middle and bottom of the initial course should be used for each subsequent course. 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 tizarisure prQewaterrocx yam'•+ y=';,rr e shedding. In the event some wrinkles are created while fastening down a course of felt, slice the wrinkles and fasten them flat to the deck. Then seal the cuts with waterproofing cement. Installation of the primary roof covering (ex. Shingles) is recommended immediately after felt installation. NOTE: LOCAL BUILDING CODES MAY REQUIRE A DIFFERENT FASTENING PATTERN AND/OR SPECIFIC FASTENER TYPES THAN RECOMMENDED BY 1 THESE INSTRUCTIONS. PLEASE CONTACT YOUR LOCAL BUILDING CODE ADMINISTRATOR FOR THE EXISTENCE OF REGIONALLY SPECIFIC FASTENING REQUIREMENTS. CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION F Application No: 7 L Documented Construction Value: S Job Address: 3 jqqY114,) C00/' Historic District: Yes No Parcel ID: Residential W' Commercial Type of Work: New `A Addition Alteration Repair Demo Change of Use Move Description of Work: C Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Name Phone: Street: Resident of property? City, State Zip: Contractor Information Name Lirwoft P1l,,rxLji,,q Phone: Street: 10C- 5 j• t t of., Fax: ` ' 7 City, State Zip: v ff cyd } r 3 4 7 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. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit 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: 511, Edition (2014) Florida Building Code Revised- June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I wil I notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current [CC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will 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. t C-6— 0 1, b7 Signature of Owner/Agent Date Sig ature t on for/Agent D tc IVtLl`— CIF )CA Print Owner/Agent's Name Print Contructor/Agent's Name 111i11J//•, CIFb''.FERA/4N Signature of Notary -State of Florida Date Signatur f Notary -Sate of F rida ! Date; .•Op t,11SS10 y •. eV F 2, 201FrA : 5 p :• OFF 12DSSS T Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Kn&`?'tQ v'•br oF Produced ID T e of 1D Produced ID Type of IDYpYP 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: BUILDING: COMMENTS: Revised: June 30, 2015 Permit Application r [ I I.IESG'Rll)'1'IOIV AS FURNISHED: Lot 133 1 Wl'NUHAM ('RESERVE, as recorded in Plot Bool( 81, I'oyrs 13 through 102 of the Public Records of Seminole County, Florida. 13011+1NOAR)r FOR/CERTIFIED TO: Park Square Enterprises, LLC (a Delaware Corpolatlon); I Winderweedle, Haines, Ward & Woodman, PA: Attorneys' Title Insurance Fund; Bank of America LOT 151 i L07 750 i LOT 149 AT89.40'51 " E i /. tiA' 40. 00' AA LOT 133 To 20. DO, 20.00' f14— 16.0' . i 5.00' 5 OD' 1.40 GT 4) LOT 132 O - r FORMBOARD FOUNDATION Id TOF- TOP OF FORM p O O LOT 134 a01 ~O FORM AVERAGE= 30.32' ui O O O p• O U) 5.00' 4.0' 5.00, 1 25 00' 25.00' 10' UTIL ESMT. i PC. •10 S 89'40'51 rr W D=00'45'50' 38.00' RLZI25000'. 00' C-2 00' CB-N 09'17'56' E , S1.7BAChS AS FURNISHED Con I NrnR - zD' f_ IUE - 5' (40 LOT) 7.5' (60' 10r) /, 1 /! /) /Ty7 IHL' STREET'-' 2Of) 60' & 75' LOT) SAL-2"MARS1 l - L 0O.P 15' (40' LOT) (50' PRIVATE R/W) 1') 25' FROHI SETBACK CAN BE REDUCED TO 20' ON CERTAIN LOTS NO MORE THAN PLOT PLAN AREA CALCULATIONS 2) it/ SUCCESSION AT 20' AND A MINIMUM OF r2) IN SUCCESSION AT 25' TOTAL LOT AREA 4.400 t SQUARE FEET PROPOSED - FINSHED SPOT GRADE ELEVATIONS FLATWORK ON/OFF LOT - TOTAL t SQUARE FEET FUA/WORK I I: UPAINAr•r NLA4S p DRIVE 400/ 110- 5101 SOUARE FEET FOUNDATION/PAO 1,%40 f SQUARE i-ECT PROPOSED DRAINAGE FLOW VA S" WALKS 40/ 200- 240 S SOUARE FEET REAR PATIO 103 .L SOUARE FEET I •:T CRACt"!G rl'FE A (} FROM PORCH DECK %2 1 :UUnRE ;,I. C 0 SOD 2,0341 IJO - 2.164 t SQUARE FEET POOL DECK N/A i SOU.ARF F(T1 PROPOSE) F.F. PER PAS - 30.3' PR' -NOTE.. FRONT SIDEWALK AND SISLEf LOCATION TAKEN FROM PUNS PROWDED 6Y CLIENT • NOT FIELO IR11E0 C'1dL U,S'L'NJ7EYTR —SCOTT & ASSOC, INC. — LAND SU.R VLa,YORIS' L• fr.Iv L6QIU - rL1L • ruYA w UK5400 E. COLONIAL OR. ORLANDO. FL 32807 (407)-277-3232 FAX (407)-d58- I436rTrr1cY N0rF3: J TApI —1 iic. F91M T r1v[tK n/V•11$ I. f11L IIIORSlONFD Does M4EIIY C[IAVY flWr fN5 Clr fl u[I1S rw srANG•A0S OJ r11•CrK4 m FOAM w row noF awlq OFCYRRCWP1r0CWiNC 54M YA Y.MNS M nWlOr SI-rJ rLMG. MInr6IMrM1[ COCE IVR9lWr rC SELrYW .r}C}/. nOi6Y [rwltcxrnrowE,n r a _ or, Lr L[[INREL • 'y j f'r[SS r rt 1 INS SLOW ws FF"VA, RRf WORwigN v"NISNrmr ,OC OiMr RRrRC_ r'01 NT 6 IC4YMIG raLL ULEIA•1 CI (N fASOfEMS r1Nr AE/RT TITS MP'PII. rC( . rCWT D< fRWR1[l•ANT — ol-4 .11. L[ ,A1Mor1 .. (,O 1ppERpON,rlp Nr11MIooIENrs rLSK OEOT LacAm. L,mass OTNETntSE S>A1NH rJ. • Fwif1( a FLDDI [LLVAIW S. MC• SUM.Y 4 RRVAA[D FOR ME MC NENOTT Or AIDS C(RTIIIO M AND r.40" NOT Ef An U.aN 01 µr OTNLR Er,;r1. 1 CrowNI1RM( r ISL. IUIDIN4 ZTI•b LIK R-V"• Iw Ir14r-f[ C aO,NINORS YIDN- F1H M[ LOC IT- OJ 1.ONT (FUrrs NCRCON L'lCIAD NOT OE KED TO RECONSIINKr OG10•RI' IMEr Cn i•C It • IAtC l•RIrL ), OWIWO9 AR[ MSm ASSIWfD C.TIrY AND ON MC KR1tAt r SW..N AS MfJ Cri1111r< (I) Y EICY1I . v SNCAN, ANC WSCEI ON WIRN.•L I1p1flC D.II/N (IJ IY a, UMLSS UNrL4wGC r/IrT ITII NTr rc— Y aL111ICA11 M AVRIM:AA]N Nu FSr1 — —_ rLrL o OtlrLISALE 1— I- - 20 ~ 02SNTI OY ••• I -- y wl Q aw•TuzS ---- N1 Q iAImC1 CERUTED BY a'C OROlF ++u KS( ICLAIr11M rALw: 1' LDi PLAN w-27-:01e .6u-•j nwrN ICU T• FORMO( MRD FOUNOATION/ELM 06-D7-2016 !03:`-10 I • rIATu1 FL.II, s NORTH J/ t IneLIIM' O\PRIPFRIY ODES NOT UE INTNIN r E<rA1LISOL1J 100 YrAN TI000 PLANE AS PER 'nRM• TO ORUSCMN YETI, R.L.S. / 4%1. r 1' wP IF12117COM F (09-2E-07) JnN W SCOn R. LS / 4601 3• UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Construction Materials Testing • Threshold Inspection Building Inspection • Plan Review • Building Code Administration 3532 Maggie Blvd, Orlando, 32811 • P: 407.423.0504 • F: 407.423.3106 UES Project No: 0110.1700817.0000 Workorder No: 9398862-2 Report Date: 8/15/2018 In -Place Density Test Report Client: Park Square Homes 5200 Vineland Road, Suite 200 Orlando, FL 32811 Project: Wyndham Preserve, House Lot Testing 18- l8s7 UES Technician: Sammie Edwards Date Tested: 08/15/2018 East Lake Mary Boulevard & Brisson Avenue South, Sanford, Seminole County, FL 32773 Area Tested: 3719 Salt Marsh (Lot # 133) Tyne 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) optimum Moisture Field Dry Density pcf) Field Moisture Soil Compaction col Native Depth inch) Pass or Fail 6 North Footing 0-1 ft 106.8 10.6 104.7 6.5 98 N/A Pas: 7 South Footing 1-2 ft 106.8 10.6 105.9 6.3 99 N/A Pas: 8 West Footing 1-2 ft 106.8 10.6 103.6 5.5 97 N/A Pas: 9 South West Corner of Pad (TOF) 1-2 ft 106.8 10.6 101.3 4.4 95 N/A Pas: 10 Center of Pad (TOF) 2-3 ft 106.8 10.6 103.7 5.0 97 N/A Pas: Remarks: TOF= Top Of Fill Tn /n I ..;, ......., ....V. #. /I.i. D..I.I;..., 4 n..rrnh. ..II _n #. . n..A m;Hnd ....nm +.i ., 4 n../hnri.n{inn CITY OF SANFORD 4. 9- _* BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ 4007.00 Job Address: 3719 Saltmarsh Loop Historic District: Yes No Parcel ID: 17-20-31-502-0000-1330 WYNDHAM PRESERVE Lot 133 Residential ® Commercial Type of Work: New ® Addition Alteration Repair Demo Change of Use Move Description of Work: Install new 2.5-ton HVAC system with duct work Plan Review Contact Person: Paula Bagley Title: Permit Clerk Phone: 407-975-2762 Fax: 407-629-9307 Email: permitting@onestopcooling.com Property Owner Information Name Park Square Homes Phone: 407-529-3000 Street: 5200 Vineland Rd #200 Resident of property? : City, State Zip: Orlando, FL 32811 Contractor Information Name One Stop Cooling & Heating, LLC Phone: 407-975-2762 Street: 7225 Sandscove Court Fax: 407-629-9307 City, State Zip: Winter Park. FL 32792 State License No.: CAC032444 Arch itectlEnginear Information Name: Street: City, St, Zip: Bonding Company: Address: Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be perfonned to meet standards of all laws regulati ng construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code In effect as of that date: 5t° Edition (2014) Florida Building Code Revised: Jwu 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current 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 forejoing information is accurate and that all work will be done in compliance with all applicable laws regulati g cAnstructipn and zoning. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID of Kevin Stine Print Contractor/Agent's Name Signature 09/25/2018 Date KELLY WEBSTER Notary Public - State of Florida Commission # FF 978034 My Comm. Expires Apr 4, 2020 Contractor/Age t Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Construction Type: Occupancy Use: Gas Roof Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: i New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No 1 APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Revised: Jute 30.2015 Pennit Application 15 lightyears, Inc 776 Bennett Drive Longwood, Florida 32750 June 1, 2018 To: Local Building Department RE: Blower Door Test & Duct Leakage Test Reports To whom it may concern, 15lightyears This letter is to request that the attached forms be accepted for compliance of the 2017 Florida Building Code statute R402.4.1.2 Envelope leakage testing (Blower Door Testing) and R403.3.3 Duct testing. The attached forms were provided by the Florida Building Commission as the accepted forms to be submitted. These forms are listed on the 2017 Florida Building Code, Energy Conservation Technical Assistance Manual, Document Number: TAM-2017-1.0, released February 02, 2018, pages R-78 through R-80 (page numbers 159-161). Web link provided for quick access to the TAM document https://tinyuri.com/2017FBC-TAM These forms meet all three required Residential Energy Efficiency Compliance Paths listed under R401.2, Prescriptive, Performance, and Energy Rating Index (ERI) paths. We are working with building departments across Florida to standardized the form submittal process and would like your department to allow these forms to meet compliance. If there are any issues with accepting these forms, please reach out to me directly and I will ensure that we submit any specific form that you will require. Tim Smith (407)-951-3236 tsmith@151ightyears.com Respectfully, 2 Timothy ith 15 Lightyears, Chief Operations Officer Energy Technical Advisor RESNET Quality Assurance Designee IECC Residential Energy Inspector/ Plans Examiner Member, Building Officials Association of Florida Member and Code Development Committee participating member. Also, representative to the Florida Building Commissions, Energy Technical Advisory Committee for the BOAF- CDC Envelope Leakage Test Report(Blower Door Test) Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition jurisdiction: Permit #: I'i- 1149 a'1 Job Information Builder. ,?,.t' 5 t Community: Lot: % 33 Address: 31il 56J-+ Mcr k Unit: City: SArlfvrd State: I zip: 3Z-7-7,3 Air Leakage Test Results Passing results must meet either the Performance, Prescriptive, or ERI Method OPRESCRIPTIVE METHOD -The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour at a pressure of 0.2 inch w.g. (50 pascals) in Climate Zones 1 and 2. PERFORMANCE or ERI METHOD -The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding the selected ACH(50) value, as shown on FORM R405-2017 (Performance) or R406-2017 (ERI), section labeled as Infiltration, sub -section ACH50. ACH(50) specified on Form R405-2017-Energy Calc (Performance) or R406-2017 (ERI): = 33 (r X 60 _ l 8r© = ce- 3 Method for calculating building volume: CFM(50) Building Volume ACH(50) O Retrieved from architectural plans PASS (Mechanical Ventilation is not required) Code software calculated PASS (with Mechanical Ventilation) O Field measured and calculated FAIL R402.4.1.2 Testing. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure or 0.2 inch w.g. (50 Pascals). Testing shall be conducted by either Individuals as defined in Section 553.993(5) or (7), Florida Statues, or individuals licensed as set forth in Section 489.105(3)(f), (g), or (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. During testing: 1.Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2.Dampers including exhaust, intake, makeup air, back draft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3.Interior doors, if installed at the time of the test, shall be open. 4.Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5.Heating and cooling systems, if installed at the time of the test, shall be turned off. 6.Supply and return registers, if installed at the time of the test, shall be fully open. Testing Company Company Name: 15 Lightyears, Inc Phone: (855)438-1515 1 hereby verify that the above Air Leakage results are in accordance with the 2017 6th Edition Florida Building Code Energy Conservation requirements according to the comp ce method selected above. 1 - 2,3SignatureofTester: Date of Test: —19 Printed Name of Tester: Aaron Overholt License/Certification #: 2DNAB7 Issuing Authority: RESNET Copy of License / Certificate of the tester must be attached) Duct Leakage Test Report Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition Jurisdiction: Permit #: Job Information Builder: $' 4, Community: W n h Lot: 13 2-> Address: 3 71''1 S r,w s Unit: City: S ,1 d State: f` Zip: 3Z 7 7 3 Duct Leakage Test Results System 1 cfm25 System 2 cfm25 System 3 cfm25 Sum of any additional systems cfm25 Total of all systems cfm25 OPrescriptive Method cfm25 (Total) To qualify as "substantially leak free" Qn Total must be less than or equal to 0.04 if air handler unit is installed. If air handler unit is not installed, Qn Total must be less than or equal to 0.03. This testing method meets the requirements in accordance with Section R403.3.3. Is the air handler unit installed during testing? YES (a°') EjNO (S ) P'erformance / ERI Method cfm25 (out or Total) To qualify using this method, Qn must not be greater than the 3- 1349 = O.v \ Qn proposed duct leakage Qn specified on Form R405-2017 or R406-2017. Total of all Total Conditioned systems Square Footage Leakage Type selected on Form On specified on Form R405-2017 R405-2017 (Energy Calc) or R406-2017 (Energy Calc) or R406-2017 yAss Duct tightness shall e verified by testing in accordance with ANSI/RESNET/ICC380 by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes. Testing Company Company Name: 15 Lightyears, Inc Phone: (855) 438-1515 1 hereby verify that the above duct leakage testing results are in accordance with the 2017 6th Edition Florida Building Code Energy Conservation requirements according to the compliance method selected above. Signature of Tester: Date of Test: Printed Name of Tester: Aaron Overholt License/Certification #: 2DNAB7 Issuing Authority: RFRNFT Copy of License / Certificate of the tester must be attached) I O 41 V 1) CL A 4) 6 LL 1= W z N W Certificate of Achievement THIS ACKNOWLEDGES THAT Aaron Overholt HAS MET THE STANDARD REQUIRED BY RESNET, AS A CERTIFIED RATING FIELD INSPECTOR Certification Date: 08/07/2018 Certification Expires: 08/07/2021 R F I # 2GNAB7 2 ' t- I Tim Smith, RESNET Quality Assurance Designee 15 ears RESNET QA Provider # (1998-199)