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3896 Saltmarsh Lp (2)COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100004 BUILDING APPLICATION #: 18-10000440 BUILDING PERMIT NUMBER: 18-10000440 UNIT ADDRESS: SALTMARSH LOOP 3896 TRAFFIC 2ONE-022 JURISDICTION: SEC: TWP: RNG: SUF: SUBDIVISION: PLAT BOOK: PLAT BOOK PAGE: OWNER NAME: ADDRESS: 1_'I V(,e 32Y)3, 3 0 DATE: May 07, 2018 17-20-31-502-0000-0320 PARCEL: BLOCK: APPLICANT NAME: PARK SQUARE ENTERPRISES ADDRESS: 5200 VINELAND RD STE 200 ORLANDO TRACT: LOT: FL 32811 LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 3896 SALTMARSH LOOP / WYNDHAM PRESERVESFR FEE BENEFITRATE UNIT CALC UNIT TOTAL DUE TYPEDISTSCHEDRATEUNITSTYPEROADS- ARTERIALS CO -WIDE ORD Single Familyy Housing 705.00 1.000 dwl unit 705.00 ROADS -COLLECTORS N/A Single Family Housing .00 1.000 dwl unit .00 FIRERESCUEN/A LIBRARY CO -WIDE ORD .00 Single Family Housingg 54.00 1.000 dwl unit 54.00 SCHQOLSCO -WIDE ORD Single Family Housing 91000.00 1.000 dwl unit 91000.00 PARKSN/A LAW ENFORCE N/A .00 DRAINAGE N/A .00 00 AMOUNT DUE 9,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLECOUNTYROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCEOFABUILDINGPERMIT. U' \ PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TOAPPEALTHECALCULATIONOFANYOFTHEABOVEMENTIONEDIMPACTFEES \ MUSTBEEXERCISEDBYFILINGAWRITTENREQUESTWITHIN45CALENDARDAYSOFTHEDATEABOVEBUTNOLATERTHANn CERTIFICATEOFOCCUPARYOROCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. (Y COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, v FROMTHEBUSINESSOFFICE: 1101 EAST FIRST STREET, SANFORDFL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE YIOUBEEOHRPNODEETHE COUNTYBULDINGPERMTNMRATTETOLEFTOFTHISSTATMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN60CALENDARDAYSFROMTHEDATEABOVE 11111111111111111111111111111111 rill till Parcel lDNumber: 17-20-31-502-0000-6340 GRANT MALOYP SEMINOLE COUNTY CLERY. OF CIRCUIT COURT & COMPTROLLER Prepared By Daphne Clark OK 9153 P9 164 (1P9S) and Park Square Homes CLERK' S _014/2018_ 2 •' qRECORDEDQb/14/_i l ia•..b;aQ PM Return To: 5200 Vineland Road, Suite 200 REC:ONANG FEES $10-00 Orlando, Fl 32811 RECORDED BY tsn i th NOTICE OF COMNIENCEMENT. State of Florida. County of Seminole. Permit Number: I The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of Property: LOT Legal Description: WYNDHAM PRESERVE, according to the plat thereof, as recorded in Plat Book 81, Page 93Q-102, of the public records of Seminole County, Florida. Address : [ Q / Sanford Fl 32773 2. General Description of Improvements: New Single Family Home 3. Owner Information : Name Address Telephone 4. Fee Simple Title Holder: 5. Contractor Name and Address: Name Address Telephone 6. Surety: N.A. 7. Lender: Park Square Enterprises LLC 5200 Vineland Road, Suite 200, Orlando, Fl 32811 407) 529-3000 N. A. Park Square Homes 5200 Vineland Road, Suite 200, Orlando, F132811 407) 529-3000 Name Fifth Third Bank Address 5050 Kingsley Dr. MD: 1 MOC3J 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(l)(b), Florida Statutes. N.A. 10. Expiration date of notice of commencement: One year from the date of recording. WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTENT TO OBTAIN FINANCING, CONSULT YOUR LENDER OT ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. 11. Date Signed : Signature of Owner's Agent: Z 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 Clarks 3 P` Mycommissionexpires: 6/27/19 Nt0 - SerialNo. FF209109 Notary Signature: N LOQ 01 J\ GOV CAE 6 hate 49 N itCITY Of S FORD FIRE DEPARTMENT 5 Building & Fire Prevention Division PERMIT APPLICATION Application No: l 0 — I ns Documented Construction Value: S 17?73 16tA."" Ma1 Sh Job Address: SG%6 CX /0/0 Historic District: Yes Noa Parcel ID: 17-20-31-502-0000- 032 () r ResidentialWICommercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: NEW SINGLE FAMILY HOME WYNDHAM PRESERVE LOT # Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: Email: Parksquare@PermitsPermitsPermits.com 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 Street: 5200 Vineland Rd STE 100 City, State Zip: Orlando FL 32811 Phone: 407-5293100 Fax: State License No.: CRC1330351 Arch itect/E ng 1 neer Information Name: Phone: Street: City, St, Zip: Bonding Company: N/A Address: Fax: E- mail: Mortgage Lender: Address: N/ A WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, beaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 61° Edition (2017) Florida Building Code CONTACT' • • Daphne Clark Revised: January I, 2018 407-257-6940 Permit Application pephne® PermitsPermitsPermit6,6GM 44 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. lY Signature of er/Agent to Signature of Contractor/Agent to VISHAAL S GUPT VISHAAL S GUPTA Print Owner/Agent's N e Print Contractor/ me Signature of No to of Florida Elite Signature of Notary -State of Florida Date MY C01Ai11 * * MY COMMISSION # FF 209108 EXPIRES: June 27, 2019 EXPIRES: June 27, 2019 g, a a0 awm Ra 9tq#et fifty s me >ta << 8MW TMu &0t NaWy Str*w Owner/Agent is YES Personally Known to Me or Contractor/Agent is YES Personally Known to Me or Produced ID N/A Type of ID Produced ID N/A Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building ® Electrical a Mechanical [ Plumbing®, Gas Roof El Construction Type: Occupancy Use: 9-3 Flood Zone: X-5 CE T AoTivv Total Sq Ft of Bldg: -, o$ Min. Occupancy Load: tC, # of Stories: 2- New Construction: Electric - # of Amps SoQ Plumbing - # of Fixtures 22 Fire Sprinkler Permit: Yes No EW # of Heads Fire Alarm Permit: Yes No [ APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: o4Te- 4 -W -IS FIRE: COMMENTS: _ Ok to construct single family home with setbacks and impervious area shown on plan. 52.0 `/" r^^P- 23g2 bo-,rcelo.no.- A. Grp - BUILDING: 5F -7- 2.1 S Revised: January I, 2018 Permit Application A12011b., . FIRE DEPARTMENT Building & Fire Prevention Division PERMIT APPLICATION Application No: ma Documented Construction Value: S Job Address:97VHistoric District: Yes Now] Parcel ID: 17-20-31-502-0000- 032-0 Residentialw] Commercial Type of Work: New Addition Alteration Repair Demo[] Change of Use Move Description of Work: NEW SINGLE FAMILY HOME WYNDHAM PRESERVE LOT # Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: Email: Parksquare@PermitsPermitsPermits.com 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 Street: 5200 Vineland Rd STE 100 City, State Zip: Orlando FL 32811 Phone: 407-5293100 Fax: State License No.: CRC1330351 Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: Bonding Company: N/A Address: E-mail: Mortgage Lender: Address: N/A WARNING TO OWNER: YOUR FAILURE TO- RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 61° Edition (2017) Florida Building Code CONTACT' • t Daphne Clark Revised: January 1, 2018 407-257-6940 Permit Application r)aphne@PermitsPermitsPermit6ACM 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. lY Signature of er/Agent to Signature of Contractor/Agent bate VISHAAL S GUPT VISHAAL S GUPTA Print Owner/Agent's N e PrintContractor/ me Signature of No to of Florida DAtc Signature of Notary -State of Florida Date My COMMISSION I FF 209108 * * MY COMMISSION / FF 209108 EXPIRES: June 27, 2019 EXPIRES: June 27, 2019 i {N1M thto BadOtt tia" her" or a 8W*l ft 6W28t NdWy f r*6 fora Owner/Agent is YES Personally Known to Me or Contractor/Agent is YES Personally Known to Me or Produced ID N/A Type of ID Produced ID N/A Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Flood Zone: 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: COMMENTS: UTILITIES: 7X 4"—Lr WASTE WATER: FIRE: BUILDING: Revised: January 1, 2018 Permit Application P187o0,-* 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: 3896 Saltmarsh Loop Property Owner: Park Square Enterprises, LLC Parcel identification Number: 17-20-31-502-0000-0320 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) Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0090 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway The parcel is not in the: floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone W, the best available information used to determine the base flood elevation is: BP# 18-1868 Reviewed by: Michael Cash, CFM Date: April 30, 2018 CITY OF S ORD PLANNING & DEVELOPMENT SERVICES DEPARTMENT Application for Right -of -Way Utilization Permit 300 North Park Avenue, Sanford, Florida 32771 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: Q Aerial Installation Underground Utilities Small Cell/Wireless Q Other (describe): Y Mrdry Directional Bore Jack & Bore 71 Roadway open cut -single lane Q Roadway open cut —multilane Co -location New pole Brief Description of work: DRIVEWAY FOR NEW SINGLE FAMILY HOME WYNDHAM PRESERVE LOT # Schedule of Work: Start Date: Completion Date: Emergency Repairs - Reason: Excavation Information: Total Length (Feet) # Open Roadway Cuts: Aerial Info: Length (Feet) # of Poles (Existing) (New) This Application is submitted b . Signature: Print Name: VISHAAL S GUPTA Firm/Company: VISHAAL S GUPTA - PARK SQUARE HOMES Date: Address: 5200 Vineland Rd., STE 100, Orlando FL 32811 Phone: 407-257-6940 Fax: Email: Parksquare@PermitsPermitsPermits.com Notice: It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the City of Sanfo rd's jurisdiction, and the right, title, or Interest In the land to be entered and used by the permitee. The permitee shall at all times assure all risks and Indemnify, defend, save harmless the City of Sanford and the Sanford Airport Authority from and against all loss, cost, damage, or expense, arising In any manner, on account of the permit request by said permittee of the aforesaid rights and privileges. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford, insofar as such facilities are in the public right-of-way. The applicant must notify the City 48 hours prior to construction and again when construction is completed via the following email address: michael.cashcesanfordfl.Rov I have read and unfi&(p Ae_above statement and by signing this application 19greiyto its terms. Signature: Application No: Fee: Reviewed: Public Works Utilities Engineering Inspected By: Conditions*: Date: Date: Date: Date: Date: .4 -30 - ZO 19 Date: SCPA Parcel View: 17-20-31-502-0000-0320 http://parceidetai i.scpafl.orgIParcei Detai l info.aspx?PI D=1720315020... OA. T--- - I i site Property Record Card P Parcel: 17-20-31-502-0000-0320 eowaaoou m aa cn Property Address: 3898 SALTWATER LOOP SANFORD. FL 32773 t-- -- - --- - - -- Parcel Information Value Summary Parcel 17-20.31-502-0000-0320- - --- -- - - I 2018 Working 2017 Certified I - -- ---- --- - -- ----- -- --- --- -- --- - -- - Owner BRISSON INV LLC I I - Values Values y I Valuation Method Cost/Market Cost/Market Property Address 3896 SALTWATER LOOP SANFORD. FL 32773 Number of Buildings 0 0 Mailing 27 N SUMMERLIN AVE ORLANDO, FL 32801 Depreciated Bldg Value Subdivision Name WYNDHAM PRESERVERVE - Depreciated EXFT Value Tax District S1-SANFORD I F----- -- - ------------------------ Land Value (Market) $45.000 $14,000 i DOR Use Code 00-VACANT RESIDENTIAL Lend Value Ag I Exemptions -- -- - - -- - --- - - j Just/MarketValue" $0,000 $14.000 v 35.57 40 40 40 40 40 T- 29 30 31 2 33 34 35 16 0 J J J J 0 v y Nr 4 1•23 40.01 40 40.30 1723.121 40 40 60 W Seminole County GIS5.7 Portability Adj I Save Our Homes Adj s0 s0 ' Amendment 1 Adj s0 s0 P&G Ad] s0 s0 Assessed Value $45.000 $14.000 Tax Amount without SON: $266.00 2017 Tax Bill Amount $266.00 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments - - Legal Description I LOT 32 i WYNDHAM PRESERVE PB 81 PGS 93.102 Taxes I Taxing Authority i Assessment Value Exempt Values Taxable Value County General Fund s45,000 s0 S45,000 i Schools 45.000 so 45.000 City Sanford 45.000 0 s45,000 SJWM(Seint Johns Water Management) 45,000 s0 45.000 I County Bonds 45,000 0 46,000 1------- - _-- - . - Sales DeewAption Date Book Page Amount Qualified VacJlmp Find Comparable Sales , Land Method Frontage LOT Building Information Permits j Permit p I of 2 Description No Sales Depth l Units I Unify Price I Land Value 1 $45.000.00 Agency I Amount I CO Date I Permit Date I I 45.000J 3/28/2018, 6:43 PM LIMITED POWER OF ATTORNEY DATE: /If//g I HEREBY NAME AND APPOINT: Alison Pemottl, Anthony Perrottl, Janey Jahner, Allan Johner, Gustav Botes, KarenMcmams. EACH AN AGENT OF: PARK -SQUARE HOMES TO BE MY LAWFUL ATTORNEY IN FACT TO ACT FOR ME AND APPLY TO THE BUILDING DEPARTMENT OF: FOR A BUILDING PERMIT FOR WORK TO BE PERFORMED AT LOT NUMBER: SUBDIVISION: 41mo1Q m Awar c ADDRESS: ?j 6 Sal6mor"sh 4010 PARCEL ID: AND TO SIGN MY NAME AND DO ALL THINGS THAT ARE NECESSARY TO THIS APPOINTMENT. VISHAAL S GUPTA NAME OF CONTRACTOR.) SIGNATURE OF CONTRACT(R) STATE CERT. # CRC1330351 CONTRACTOR'S STATE REGISTRATION NUMBER.) The foregoing irx fnanent MSGUOTA betore me this DATE: BY: VISH Who is personalty known to me and did not take an oath. STATE OF FLORIDA COUNTY OF ORANGE. ou y NAME: DA.Clark My Commisson # FF209108 My Commission Expires 07I19NOTARY- 49GNA OF NOTARY, O p ` • per,. . 7# 0A?a SCPA Parcel View: 17-20-31-502-0000-0320 http://parceldetail.scpafl.orgIParceiDetailinfo.aspx?PID=1720315020... i Property Record Card Parcel: 17-20-31-502-0000-0320 Property Address: 3896 SALTWATER LOOP SANFORD, FL 32773 Parcel Information Value Summary Parcel 117-20-31-502-0000-0320 -- --- -- - - Owner(s)I ARK SQUARE ENTERPRISES LLC -- i I Property Address 3896 SAL R LOOP SANFORD. FL 32773 Mailing 5200 VINELAND RO STE 100 ORLANDO. FL 32811_7658 — Subdivision Name WYNDHAM PRESERVE Tax District i S1-SANFORD i DOR Use Code 00-VACANT RESIDENTIAL I 1 Exemptions 35 5 40 40 40 40 40CNI 29 30 3' J J Q O J 41.23 40.01 40 60 2 33 34 35 L J J iD v --4 ti N 40.30 1723.121 40 40 t-57— Seminole County GISa 2018 Working Values 2017 Certifier Values Valuation Method Cost/Market Cosf/Market Number of Buildings 0 0 Depreciated Bldg Value Depreciated EXFT Value Land Value (Market) 45.000 14.000 Land Value Ag Just/Market Value " 45.000 14.000 Portability Adj Save Our Homes Adj s0 s0 Amendment 1 Adj 0 s0 P&G Adj s0 0 Assessed Value 45.000 14.000 Tax Amount without SOH: $266.00 Zmt7 Tex Bill Amount $266.00 Tax Estimator Save Our Homes Savings: $0.00 I Does NOT INCLUDE Non Ad Valorem Assessments Legal Description LOT 32 i WYNDHAM PRESERVE I P881 PGS23-102-- --- - --- ---- ---- -- - _.-- - Taxes Taxing Authority - — Assessment Value Exempt Values Taxable Value County General Fund Schools 45,000 45.000 s0 s0 45,000 45.000 City Sanford 45.000 s0 45.000 SJWM(Saint Johns Water Management) 45.000 0 45.000 County Bonds 45.000 0 45,000 Sales Oesaiption -- -- Date — - Book — Page Amount QualfiedIVadlmp SPECIAL WARRANTY DEED 3/1R018 Q;))}; 49$1 $1.128.000 Yes Vacant Find Comparable Sales , Land Aethod Frontage Depth Units Units Price Lend Value OT 1 $45.000.00 $45.001 L Building Information- -- ----- ---- - ----- -------- --- --- - -- — _- Permits Permit p Description Agency Amount CO Oate Permit Date No Permits 1 ! 1 of 2 4/17/2018, 6:15 PM REQUERED INSPECTION SEQUENCE PARK SQUARE HOMES SFR-DETACHED parmit 0 BUILDING PERMIT Min Max Inspection Description 10 Form board / Foundation Survey 10 Slab / Mono Slab Pre our 20 Lintel / Tie Beam / Fill / Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 40 Roof Dry In 50 Frame 60 Insulation Rough In 70 Drywall / Sheetrock 40 70 Lath Inspection 50 1000 Final Roof 50 1000 Final Stucco / Siding 80 1000 Insulation Final 1000 Final Single Family Residence Address: T P.L Min Max Inspection Description 10 Underground Electric 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final Inspection DesedptionFur- . Plumbjuiz Undenjound Plumbing Tubset RIME Plumbing Sewer Plumbing Final Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final LEE REVISED: June 2014 FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 032 Barcelona A RHG Bed4 - N Builder Name: One Stop Cooling and Heating Street: 3896 Saltwater nr o- Jt a h 100p Permit Office: City of Sanford City, State, zip: Sanford , FL, Owner: Park Square Homes Permit Number: p q ^ Jurisdiction: 5 v 1 aDesignnk Location: FL, Orlando County:: Seminole (Florida Climate zone 2) c 1. New construction or existing New (From Plans) 9. Wall Types (2920.7 sqft.) Insulation 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=11.0 1530.00 ft2 b. Concrete Block - Int Insul, Exterior R=4.1 1185.30 ft2 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=11.0 205.33 ft2 4. Number of Bedrooms 4 d. N/A R= fill 10. Ceiling Types (1487.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R-30.0 1487.00 ft2 6. Conditioned floor area above grade (ft2) 2413 b. N/A R. fill Conditioned floor area below grade (ft2) 0 c. N/A R= f12 11. Ducts R fill 7. Windows(286.0 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 482.6 a. U-Factor: MI. U=0.55 165.00 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 47.0 SEER:16.00 c. U-Factor: Dbl, U=0.54 57.00 ft2 SHGC: SHGC-0.25 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A fill a. Electric Heat Pump 45.5 HSPF:9.00 SHGC: Area Weighted Average Overhang Depth: 2.515 ft. Area Weighted Average SHGC: 0.233 14. Hot water systems a. Electric Cap: 50 gallonsEF: 8. Floor Types (2413.0 sqft.) Insulation Area 0.900 a. Slab -On -Grade Edge Insulation R=0.0 1186.00 ft2 b. Conservation features b. Floor Over Other Space R-0.0 926.00 fill None c. other (see details) R= 301.00 ft2 15. Credits Pstat Glass/Floor Area: 0.119 Total Proposed Modified Loads: 71.26 PASSTotalBaselineLoads: 73.54 I hereby certify that the plans and specifications covered by Review of the plans and gtiE Sr'?' this calculation are in compliance with the Florida Energy specifications covered by this r 0, Code. Digit signed by Rafael Rafael Izquierdo Digit rdc calculation indicates compliance Date:2018.04.10 14:26:47.04'00' with the Florida Energy Code. N,,,,i •':.• O4 •.:.. , 1l PREPARED BY: Before construction is completed DATE: this building will be inspected for compliance with Section 553.908 I hereby certify that this building, as desig d, is in compliance Florida Statutes. with the Florida Energy Code. 00 WE OWNER/4 BUILDING OFFICIAL: DATE: DATE: f 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 an requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with ANSI/RESNET/ICC 380, is not greater than 0.030 an for whole house. 4/10/2018 2:24 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2017 PROJECT Title: Lot 032 Barcelona A RHG Be Bedrooms: 4 Address Type: Lot Information Building Type: User Conditioned Area: 2413 Lot # 32 Owner Name: Park Square Homes Total Stories: 2 Block/Subdivision: WP of Units: 1 Worst Case: No PlalBook: Builder Name: One Stop Cooling and Heatin Rotate Angle: 0 Street: 3896 Saltwater Loop Permit Office: City of Sanford Cross Ventilation: No County: Seminole Jurisdiction: 691500 Whole House Fan: No City, State, Zip: Sanford , Family Type: Single-family FL. New/Existing: New (From Plans) Comment: CLIMATE Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Orlando FL_ORLANDO INTL_AR 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockl 2413 22072.8 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfiIID Finished Cooled Heated 1 1st Floor 1186 11029.8 Yes 1 1 1 Yes Yes Yes 2 2nd Floor 1227 11043 No 4 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Raised Floor 2nd Floor ---- ---- 134 ff2 11 0.29 0 0.71 2 Floor over Garage 2nd Floor ---- ---- 167 ft2 11 0.29 0 0.71 3 Slab -On -Grade Edge Insulatio 1 st Floor 127 It 0 1186 ft2 0.29 0 0.71 4 Floor Over Other Space 2nd Floor ---- ---- 926 ft2 0 0.29 0 0.71 ROOF Roof Gable Roof Solar SA Emilt Emilt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Hip Composition shingles 1663 ft2 0 f12 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 1487 ft2 N N 4/10/2018 2:24 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 5 FORM R405-2017 CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) 1 st Floor 30 Blown 1487 f12 0.1 Wood WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below 1 N Exterior Frame - Wood 2nd Floor 11 30 0 9 0 270.0 ft2 0 0.25 0.8 0 2 N Exterior Concrete Block - Int Insul 1st Floor 4.1 8 0 9 4 74.7 ft2 0 0 0.8 0 3 E Exterior Frame - Wood 2nd Floor 11 55 0 9 0 495.0 f12 0 0.25 0.8 0 4 E Exterior Concrete Block - Int Insul 1st Floor 4.1 44 6 9 4 415.3 112 0 0 0.8 0 5 S Exterior Frame - Wood 2nd Floor 11 30 0 9 0 270.0 ft2 0 0.25 0.8 0 6 S Exterior Concrete Block - Int Insul 1st Floor 4.1 30 0 9 4 280.0 ft2 0 0 0.8 0 7 W Exterior Frame - Wood 2nd Floor 11 55 0 9 0 495.0 ft2 0 0.25 0.8 0 8 W Exterior Concrete Block - Int Insul 1 st Floor 4.1 44 6 9 4 415.3 ft2 0 0 0.8 0 9 Garage Frame - Wood 1 st Floor 11 22 0 9 4 205.3 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 1 st Floor None 39 3 8 24 ft2 2 Wood 1st Floor None 39 2 8 8 21.3 f12 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 0.55 0.22 N 15.0 ft2 1 it 0 in 1 It 2 in Drapes/blinds None 2 n 1 Metal Low-E Double Yes 0.54 0.25 N 4.0 f12 1 it 0 in 1 it 2 in Drapes/blinds None 3 n 1 Metal Low-E Double Yes 0.54 0.25 N 12.0 ft2 1 it 0 in 1 it 2 in Drapes/blinds None 4 e 3 Metal Low-E Double Yes 0.55 0.22 N 15.0 f12 1 it 0 in 1 ft 2 in Drapes/blinds None 5 e 3 Metal Low-E Double Yes 0.54 0.25 N 6.0 ft2 1 it 0 in 1 it 2 in Drapes/blinds None 6 e 3 Metal Low-E Double Yes 0.54 0.25 N 15.0 ft2 1 It 0 in 1 it 2 In Drapes/blinds None 7 e 4 Metal Low-E Double Yes 0.55 0.22 N 15.0 1112 1 It 0 in 12 it 0 in Drapes/blinds None 8 e 4 Metal Low-E Double Yes 0.54 0.25 N 4.0 f12 8 it 0 in 1 It 4 in Drapes/blinds None 9 s 5 Metal low-E Double Yes 0.55 0.22 N 30.0 ft2 1 it 0 in 1 It 2 in Drapes/blinds None 10 s 6 Metal Low-E Double Yes 0.55 0.22 N 30.0 ft2 1 It 0 in 1 It 4 in Drapes/blinds None 11 s 6 Metal Low-E Double Yes 0.58 0.25 N 64.0 ft2 7 It 4 in 1 fl 4 in None None 12 w 7 Metal Low-E Double Yes 0.55 0.22 N 15.0 f12 1 it 0 in 1 It 2 in Drapes/blinds None 13 W 7 Metal Low-E Double Yes 0.54 0.25 N 12.0 f12 1 it 0 in 1 it 2 in Drapes/blinds None 14 w 8 Metal Low-E Double Yes 0.55 0.22 N 45.0 f12 1 it 0 in 12 it 0 in Drapes/blinds None 15 W 8 Metal Low-E Double Yes 0.54 0.25 N 4.0 ft2 1 it 0 in 12 It in Drapes/blinds None 4/10/2018 2:24 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2017 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 455 ft2 455 ft2 64 ft 9.3 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000407 2575.2 141.37 265.87 .3657 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:9 45.5 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 16 47 kStu/hr 1410 cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.9 50 gal 70 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cart # Company Name Collector Storage System Model # Collector Model # Area Volume FEF None None ft2 DUCTS V # Supply ---- Location R-Value Area Return ---- Air CFM 25 CFM25 HVAC # Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 482.6 ft Attic 120.65 Prop. Leak Free 2nd Floor --- cfm 72.4 cfm 0.03 0.50 1 1 4/10/2018 2:24 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2017 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Coolin jj jjjj Jan jj Feb j Mar r( I A r Ma Xj Jun jXj Jul Au Se Oct Nov Dec Heating [Xj Jan jXj Feb Mar j Apr I MayI Jun j) Jul 11 Au9 Sep Oct Nov Dec Venlin [ I Jan J Feb Mar l Xj A r May [ Jun Jul Au Se Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 4/10/2018 2:24 PM EnergyGauga® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 5 of 5 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance Prescriptive and ERI Methods ADDRESS: 3896 Saltwater 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 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3. Interior doors, if installed at the time of the test, shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems, if installed at the time of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the test, shall be fully open. R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where using light -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 leakage.Windows, 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. 4/10/2018 2:25 PM EnergyGaugeO USA - FlaRes2017 - FBC 61h Edition (2017) Complia Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential. R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Vs) 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 lightness 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 554F (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 Ihermosiphon 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. 4/10/2018 2:25 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complian Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 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 efflclencles (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 fumed 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: Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and Be installed at an orientation within 45 degrees of true south. R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole -house mechanical ventilation system fan efficacy. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2. Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10 otherwise. R403.7 Heating and cooling equipment (Mandatory). R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment toads calculated in accordance with ACCA Manual J or other approved healing 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/walt Any For SI: 1 cfm - 28.3 Umin. a. When tested in accordance with HVI Standard 916 4/10/2018 2:25 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1. R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7.1. R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. R403.9 Snow melt and Ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F (10°C), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F (4.8°C). R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: _ 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required. R403.10.4 Gas- and all -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. 4/10/2018 2:25 PM 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. 4/10/2018 2:25 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of 5 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 97 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 S. 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: 3896 Saltwater Loop, Sanford, FL, New (From Plans) 9. Wall Types Single-family a. Frame - Wood, Exterior b. Concrete Block - Int Insul, Exterior 1 c. Frame - Wood, Adjacent 4 d. N/A 10. Ceiling TypesNoa. Under Attic (Vented) 2413 b. N/A Area c. N/A 165.00 ft2 11. Ducts a. Sup: Attic, Ret: Attic, AH: 2nd Floor 64.00 ft2 12. Cooling systems 57.00 ft2 a. Central Unit 8. Floor Types Insulation a. Slab -On -Grade Edge Insulation R=0.0 b. Floor Over Other Space R=0.0 c. other (see details) R= ft2 13. Heating systems a. Electric Heat Pump 2.515 ft. 0.233 Area 14. Hot water systems 1186.00 ft2 a. Electric 926.00 ft2 b. Conservation features 301.00 ft2 None 15. Credits Insulation Area R=11.0 1530.00 ft2 R=4.1 1185.30 112 R=11.0 205.33 ft2 R= ft2 Insulation Area R=30.0 1487.00 ft2 R= ft2 R. ft2 R ft2 6 482.6 kBtu/hr Efficiency 47.0 SEER:16.00 kBtu/hr Efficiency 45.5 HSPF:9.00 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. a ise, a new EPL Display Card will be completed yea based on installed Code compliW es. r. Builder Signature: Address of New Home 6 Date Cap: 50 gallons EF: 0.9 Pstat 0qHE STq City/FL Zip: #f 1A& 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. 4/10/2018 2:25 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 032 Barcelona A RHG Bed4 - N Builder Name: One Stop Cooling and Heating Street: 3896 Saltwater Loop Permit Office: City of Sanford City, Slate, Zip: Sanford , FL , Permit Number: Owner: Park Square Homes Jurisdiction: 691500 Design Location: FL, Orlando COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall requirements The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attics aces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/door jambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subtloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spac as. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 4/10/2018 2:25 PM EnergyGauge® USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 e Project Summarywrightsolt• 1 '7 Entire House Job: Date: By. Lot 032 Barcelona ARHG ... 10/1712017 LF/MC One Stop Cooling and Heating 7225 Sardsoove Gout, Wirter Park FL 32792 Phore: (407) 629.6920 Fax: (407) 629. 9307 Web: www.OreSlopCoolirg oom Licerse: CAC032444 Pro'ect Information For: Park Square Homes 3896 Saltwater Loop, Sanford, FL Notes: Weather: Orlando Intl AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 92 OF Inside db 68 OF Inside db 74 OF Design TD 26 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 49 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 22406 Btuh Structure 20965 Btuh Ducts 3412 Btuh Ducts 9815 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh none) none) Humidification 0 Btuh Blower 0 Btuh Equipment load 25818 Btuh Use manufacturer's data n Rate/swin multiplier 0.97 Infiltration Equipment sensible load 29980 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 3644 Btuh Ducts 2057 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling(none) ft Area ( ) 2502 2502Equipment latent load 5700 Btuh Volume (ft3) 22876 22876 Air changesihour 0. 41 0.21 Equipment Total Load (Sen+Lat) 35680 Btuh Equiv. AVF (cfm) 156 80 Req. total capacity at 0.75 SHR 3.3 ton Heating Equipment Summary Cooling Equipment Summary Make Trane Make Trane Trade TRANE Trade TRANE Model 4TWR6048H1 Cond 4TWR6048H1 AHRI ref 7563627 Coil TEM6AOD48H41++TDR AHRI ref 7563627 Efficiency 9 HSPF Efficiency 13.0 EER,16 SEER Heating input Sensible cooling 35250 Btuh Heating output 45500 Btuh @ 470F Latent cooling 11750 Btuh Temperature rise 0 OF Total cooling 47000 Btuh Actual air flow 0 cfm Actual air flow 1567 cfm Air flow factor 0 cfm/Btuh Air flow factor 0.051 drn/Btuh Static pressure 0. 50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.84 Capacity balance point = 27 OF Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. PW wrlghtsoft- 2018- Apr-1014:1058 Righ-Sute®Uriversa12018 18.0.11 RSU16202 Page 1 d EPL Templot 032 BarceloreA RHG Bed4 - N.np Cale a M18 Fina Ooor faces: N wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sandsmve Coot, Wirier Park FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629. 9307 Web: ~..OreStopCoolirgmm License: CAG032444 Job: Lot 032 Barcelona ARHG Bed.. Date: 10/17/2017 By. LF/MC 1 Room name Entlre House FOY 2 Exposed wall 297.0 It 17.0 A 3 Room height 9.1 It d 93 It heat/000l 4 Room dmerlsions 1.0 x 160.8 0 5 Room area 25023 fF 160.8 fF Ty Constructon U-value Or HTM Area (IF) Load Area (fF) Load number BnrhAF-°n BI1hAF) or perimeter (11) BIA1) or perimeter (11) Btuh) Heat Cool Gross WPIS Heat Cod Gross WP/S Heat Cod 6 12B-Osw 4A5.20m 485.21m 0.097 0550 0.540 n n n 253 1435 14D9 2,82 13AI 13.67 270 15 4 239 0 0 605 215 56 673 201 55 0 0 0 0 0 0 0 0 0 0 0 0 ll 480-2fin 13A-40cs 0.540 0.143 n n 14.09 3.73 13.67 2.90 12 74 0 50 169 188 164 146 0 74 0 50 0 188 0 146 11D0 128.09w 4A52om 03M 0.097 0550 n a a 10.18 2.53 1435 1227 2,82 27.44 24 495 15 24 459 0 244 1162 215 294 1293 412 24 0 0 24 0 0 244 0 0 294 0 0 4B5.2fm 465-2frn 0540 OS40 a a 14.09 14.09 29.62 29.62 6 15 0 0 85 211 178 444 0 0 0 0 0 0 0 0 l 13A-40cs 4A5-tom 4135.21m 0.143 OS50 0.540 a a a 3.73 14.35 14.09 2.90 27.44 13.67 414 15 4 395 0 4 1474 215 56 1143 412 55 84 15 0 69 0 0 256 215 0 199 412 0 I--C 1ql C 128.09w 4A5.2om 0.097 0.550 s s 2.53 1435 2,82 13.58 270 30 240 25 608 431 676 408 0 0 0 0 0 0 0 0 yl 13A-4005 4A5.2om 4A5.20md 0.143 OS50 0.580 s s s 3.73 1435 15.14 2.90 13.61 15.90 279 30 64 185 25 64 690 431 969 536 408 1018 0 0 0 0 0 0 0 0 0 0 0 0 I--C 1 1 I::4G 128.09w 4A5-2orn 485.2tm 0.097 0.550 0.540 w w w 2.53 1435 14.09 2,82 27.44 29.62 495 15 12 468 0 0 1185 215 169 1319 412 355 0 0 0 0 0 0 0 0 0 0 0 0 1ql C 13A-4ors 4A5.2om 0.143 O.5w w w 3.73 1435 2.90 27.44 414 45 365 0 1362 646 1057 1235 0 0 0 0 0 0 0 0 1L; q 485-2hn 12C-Osw O.540 0.091 w 14.09 238 29.62 151 4 205 0 183 56 435 118 276 0 0 0 0 0 0 0 0 1-D 11 DO 0390 n 10.18 1227 21 21 217 262 0 0 0 0 C 16B-30ad 0.032 0.84 1.76 1491 1491 1245 2621 0 0 0 0 F 19A-0b9cp 0295 2.89 2.04 136 136 393 277 0 0 0 0 F 19C•190901) 0.049 0.44 031 168 168 74 52 0 0 0 0 F 22A-cpm 1.180 30.80 0.00 1187 127 3911 0 161 17 524 0 6 c) AED excursion 0 30 Envelope losslgain 17935 16501 1428 1080 12 a) Infiltrafion 4471 1614 261 94 b) Room venfilation 0 0 0 0 13 Internal gains Omipants@ 230 5 1150 0 0 Appliaroesb7ler 1700 0 Subtotal (lines 6lo 13) 22406 20965 1688 1175 LesseAemalload 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 1688 1175 14 Subtotal 22406 20965 0 0 15 Duct loads 15% 47% 3412 gals 161/6 53% 0 0 Total room load 25818 307110 0 0 Air required (dm) 0 1567 1 1 0 0 Calculabons approved by ACCA to meet all requirements of Manual J 8th Ed. P}rr wrrlghtaoft- 2018-Apr-1014:1058 Righi-&AeOUniversal 2018 18.0.11 RSU16202 Page I d EPL Templot 032 Barcelona A RHG Bed4 - N.np Cale - M18 Frort Door faces: N wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardsmve Coot, W irter Park. FL 32792 Ptore: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.OreStopCoolirg.mm License: CAC032444 Job: Lot 032 Barcelona ARHG Bed... Date: 10/17/2017 By. LF/MC 1 Room name LOFT DW 2 Enmed well 16.0 ft 33.0 It 3 Room height 9.0 It heatdmol 93 It heaUmol 4 5 Room dimensions Room area 1.0 x 283.5 It 283.5 IF 1.0 x 159.0 It 159.0 IF Ty Construction U-value Or HTM Area (fF) Load Area (M Load number or perimeter (ft) BWh) or perimeter (ft) BMA) Heat Cool Gross N/P/S Heat Cod Gross N/P/S Heat Cool 6 Val 0. 550 n 2. 41 0 0 0 0 0 0 0 0 A5.2or4A5.2om 4852hn 0.550 0.540 n n 14.35435 14.09 13.41 13.67 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 4135.2trn 0.540 0.143 n n 14D9 3.73 13.67 2.90 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0Ve13A-40rs 1ID0 A5-2ow 0.390 0SM n a 10.18 1227 2. 44 0 18 0 18 0 46 0 51 0 0 0 0 0 0 0 0 D yl 4A52om OS50 a 14.35435 27.44 0 0 0 0 0 0 0 0 I----(fC' 4135.21m OS40 a 14.09 29.62 0 0 0 0 0 0 0 0 48521n 0.540 a 14.09 29.62 0 0 0 0 0 0 0 0 yl F--(a 13A-40rS 0.143 a 3.73 2.90 0 0 0 0 107 107 399 310 4A5.2om 0.550 a 1435 27.44 0 0 0 0 0 0 0 0 C 485.2hn 0.540 a 14.09 13.67 0 0 0 0 0 0 0 0 12B.0sw 0.097 s 2.53 2,82 0 0 0 0 0 0 0 0 4A5.2om 0.550 s 1435 13.58 0 0 0 0 0 0 0 0 13A-4ocs 0.143 s 3.73 2.90 0 0 0 0 130 100 374 290 4A5.2om 0.550 s 1435 13.61 0 0 0 0 30 25 431 408C C 4A5-2omd 0.580 a 15.14 15.90 0 0 0 0 0 0 0 0 1 l I. G 128.09w 0.097 w 2.53 2.82 126 114 289 321 0 0 0 0 4A5.2om 4B5-2hn 0.550 0.540 w w 1435 14.09 27.44 29.62 0 12 0 0 0 169 0 355 0 0 0 0 0 0 0 0f Vjl G 13A-4ocs 4A5-2om 0.143 0.550 w w 3.73 1435 2.90 27.44 0 0 0 0 0 0 0 0 70 0 70 0 260 0 202 0 1--G R 4B5-2fm 12C-Osw 0.540 0.091 w 14.09 238 29.62 1.51 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 g--0 1100 0.390 n 10.18 1227 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.84 1.76 284 284 237 499 155 155 130 273 F 19A.Obscp 0.295 229 2.04 0 0 0 0 0 0 0 0 F 19C-19csm 0.049 0.44 031 6 6 3 2 0 0 0 0 F 22A-g3rn 1.180 30.80 0.00 0 0 0 0 159 33 1016 0 6 c) AED excursion 103 60 Ernelope loss/gain 743 1331 2610 1423 12 a) Infiltradon 237 86 506 183 b) Room renlilation 0 0 0 0 13 internal gains: O=panls@ 230 0 0 0 0 Appliancesbther 0 0 Subtotal (lines 6lo 13) 980 1417 3116 1606 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 154 257 0 0 14 Subtotal 1134 1673 3116 1606 15 Dud loads 15% 41% 165 683 16% 531/. 490 858 Total room load 1298 2357 3607 2464 Air required (dm) 0 120 1 1 0 125 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrlght8oft- 2018-Apr-1014:1058 Righ-SLitabUriversa1201818.0.11 RSUIS202 Page d EPL Templol032 BarcelonaA RHG Be& - N.rrtp Calc - M18 Frort Door faces: N wrightsoft- Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardscove Cool. Winer Park FL 32792 Ptore: (407) 629.6920 Fax: (407) 629.9307 Web: wwwGreStopCoolirg tom License: CAC032444 Job: Lot 032 Barcelona A RHG Bed... Date: 10/17/2017 By. LF/MC 1 Room name LATH Krr 2 Ewell 320 If 13.0 ft 3 Room height 9.3 ft heatbool 93 ft heatbool 4 5 Room dimensions Room area 1. 0 x 288.8 ft 288. 8 tF 135 x 13.0 ft 175. 5 tF Ty Construction U-Vwue Or HTM Area (tF) Load Area (tF) Load BbJhA +) or perimeter (11) Bbrh) or perimeter (11) Bbrh) Heal Cool Gross N/P/9 Heat Cool Gross NAS Heat Cod 6 V)I 12B-09w 0.550 n 0 0 0 0 0 0 0 0 4A5. 20m 0.550 n t4.35 43513.41 3AI0 0 0 0 0 0 0 0 4B5. 2ftn OS40 n 14D9 13.67 0 0 0 0 0 0 0 0 485. 21m OS40 n 14.09 13.67 0 0 0 0 0 0 0 0 11 13A-40cs 0.143 n 3.73 2.90 0 0 0 0 0 0 0 0 11 D0 03W 0. 097 n a 10. 18 253 1227 282 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 A5. 2or 4A5.2om 0.550 a 1435 27.44 0 0 0 0 0 0 0 0 T=-G 4B5. 21m 0.540 a 14.09 29.62 0 0 0 0 0 0 0 0 485. 21m 0.540 a 14.09 29.62 0 0 0 0 0 0 0 0 13A- 40c4 0.143 a 3.73 2.90 0 0 0 0 121 121 451 350 4A5. 2om 0.550 a 1435 27.44 0 0 0 0 0 0 0 0 485. 21rn 0.540 a 14.09 13.67 0 0 0 0 0 0 0 0 141 L-- i 12B-( kw 0.097 s 2.53 2.82 0 0 0 0 0 0 0 0 4A5. 20m 0.550 s 1435 13.58 0 0 0 0 0 0 0 0 13A- 400s 0.143 s 3.73 2.90 149 85 316 246 0 0 0 0 4A5. 20m 0.550 s 1435 13.61 0 0 0 0 0 0 0 0 4A5. 2omd 0S80 s 15.14 15.90 64 64 969 1018 0 0 0 0 Vll 12&09w 0.097 w 253 2.82 0 0 0 0 0 0 0 0 4AS- 2om 485- 21m 0550 0. 540 w w 1435 14. 09 27. 44 29. 62 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L-GC 13A- 40cs 41A5- 2om 0. 143 0250 w w 3. 73 1435 2. 90 27. 44 149 30 119 0 443 431 344 823 0 0 0 0 0 0 0 0 R 485- 2fm 12C- 09w 0540 0. 091 w 14.09 2. 38 29. 62 1S1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 D 1100 0.390 n 10.18 1227 0 0 0 0 0 0 0 0 C 168.30ad 0.032 0.84 1.76 0 0 0 0 20 20 17 36 F 19A-0bs0p 0.295 2.89 2.04 0 0 0 0 0 0 0 0 F 19C-19csw 0.049 0.44 031 0 0 0 0 0 0 0 0 F 22A-q3m 1.180 30.80 0.00 289 32 986 0 176 13 400 0 61 c) AED exwrsion 1 59 1 .69 Envelope losslgain 3145 2489 869 316 12 a) Infiltration 491 177 199 72 b) Room ventilation 0 0 0 0 13 Infemalgain& O=panls@ 230 0 0 0 0 AppliancestOw 0 1 1200 Subtotal ( lines 6 to 13) 3636 2667 1068 ism Less extemalload 0 0 0 0 Less transfer 0 0 0 0 Redistribution 496 306 482 185 14 Subtotal 4132 2973 1549 1774 15 Dud loads 1 16% 5300 650 1588 169% 53% 244 948 Total room load 4782 4561 1793 2721 11 Air required (dm) 0 232 1 0 139 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. JA- wrlght Care- 2018-Apr-1014:1058 Riga- Sute®Uriversa1201818.0.11 RSU16202 Page d EPL TemplLot 032 BarceloreA RHO 8ed4 - N.np Celt MA Front Door faces: N wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardsmve Coin. Winter Pant, FL 32792 Phone: (407) 629.6920 Fax: (407) 629 - 9307 Web: wmN..OneStopCoolirg.com Ucerse: CAC032444 Job: Lot 032 Barcelona A RHG Bed.. Date: 10/17/2017 By. LF/MC 1 Room name 8ED2 WIC 2 Ewell 10.0 it 5.0 It 3 Room height 93 it heaftol 93 It heattool 4 5 Room dimensions - Room area 11. 0 x 10.0 it 110. 0 11: 5. 0 x 5.0 it 25. 0 tF Ty C t9rudion U•%WLje Or HTM Area (tF) Load Area (in Load number 81UNOLn 81U N" or perimeter (11) 80A) or perimeter (it) 81uh) Heat Cool Grass N/P/S Heat Cool Gross N/P/S Heat Cool 6 1ql A5. 2ow 4A5.2om 4B5- 21m 0. 550 0.550 0. 540 n n n 1435 43514. 09 3AI 13.41 13. 67 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 l( G'` 11 485. 21m 0.540 0. 143 n n 14. 09 3. 73 13. 67 2. 90 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 t13A-40rs 11 DO 128. 09w 4A5. 2om 0. 390 0. 097 0. 550 n a a 10. 18 253 1435 1227 2. 82 27. 44 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4B5. 26n 485. 21m 0. 540 0. 540 a a 14. 09 14. 09 29. 62 29. 62 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Val I--(' 13A- 40rs 4AS- 20m 4B5. 2tm 0. 143 0. 550 0. 540 a a a 3. 73 1435 14. 09 2. 90 27. 44 13. 67 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L--( V f 1- 0 128. Osw 4A5. 2om 0. 097 0. 550 s s 253 1435 2. 82 13. 58 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Val 13A-4005 4A5. 2om 4A5. 2omd 0. 143 OS5o 0. 580 s s s 3. 73 1435 15. 14 2. 90 13. 61 15. 90 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I-( I-!' Val G 128. Osw 4A5- 2om 4B5. 21n 0. 097 0. 55o 0. 540 w w w 2. 53 14. 35 14. 09 2. 82 27. 44 29. 62 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I--! VW1ll G 13A- 4005 4A5- 2om 0. 143 0. 550 w w 3. 73 1435 2. 90 27. 44 93 15 78 0 291 215 226 412 47 0 47 0 174 0 135 0 l- C R 485. 21n 12C- 09n 0. 540 0. 091 w 14.09 238 29. 62 151 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 D 11DO 0.390 n 10.18 1227 0 0 0 0 0 0 0 0 C 168-30ad 0.032 0.84 1.76 0 0 0 0 0 0 0 0 F 19A-Obsep 0295 2B9 2.04 0 0 0 0 0 0 0 0 F 19C-1909M 0.049 0.44 031 0 0 0 0 0 0 0 0 F 22A-cpm 1.180 30.80 0.00 110 10 308 0 25 5 154 0 6 c) AED excursion 133 7 Envelope loss/gain 814 771 328 128 12 a) Infiltration 153 55 77 28 b) Room venfilafion 0 0 0 0 13 Internal gains: Occupants @ 230 1 230 0 0 Appliancesbther 0 0 Subtotal ( lines 6 to 13) 968 1056 404 156 Less external load 0 0 0 0 Less trarder 0 0 0 0 Redistribution 371 258 0 0 14 Subtotal 1339 1314 404 156 15 Duct loads I IMI 539/6 211 702 1691, 53°'a 64 83 Total room bad 1550 2016 468 239 Air required (c(m) 0 103 1 1 0 12 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 04- wrlghteoft 2018-Apr-1014:1058 Rigtr- Sute®Uriversal201818.0.11 RSU16202 Page d EPL Temptol 032 Barcelona A RHO Bed4 - N.np Calc = M18 Front Door taoas: N wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sandscove Coul, Winter Park, FL 32792 Phone: (407) 629.6920 Fax: (407) 629 - 9307 Web: wAw..OreStopCoolingoom License: CA0032444 Job: Lot 032 Barcelona ARHG Bed... Date: 10/17/2017 By. LRMC 1 Room name HALL STR 1 2 F q)o9ed wall 0 ft 7S ft 3 Room height 93 It heall000l 93 It heatRmol 4 5 Room rLmensionss Room area 1.0 x 44.0 If 44.0 fF 1.0 x 653 It 653 IF Ty Construction U•value Or HTM Area (fF) Load Area (Ili Load number BnituR*-°F) Bnrtu(ls) or pedmeler (A) Bnih) or perimeter (11) Buh) Heat Cool Gross NIPS Heat Cool Gross NrPIS Heat Cool 6 vh12&O9N 0.097 n 2S3 2.82 0 0 0 0 0 0 0 0 05.20m 4B5.2trn 0.550 0.540 n n 1435 14.09 13AI 13.67 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 t 485.21m 13A•40cs 0.540 0.143 n n 14.09 3.73 13.67 2.90 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0yl D 11 DO 18.09H aAs•20m 0. 3M 0 . 550 550n a a 10. 18 1435a3s 12. 27 2 8227. 44 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 yl 485. 21n 0540 a 14.09 29.62 0 0 0 0 0 0 0 0 4B5. 2(n 0.540 a 14.09 29.62 0 0 0 0 0 0 0 0 13A- 40Cs 4A5. 2om 485. 2lrn 0. 143 0. 550 0. 540 a a a 3. 73 1435 14. 09 290 27. 44 13. 67 0 0 0 0 0 0 0 0 0 0 0 0 70 0 0 70 0 0 260 0 0 202 0 0 Y-- G 128. 09w 4A5. 2orn 0. 097 0. 550 s s 2S3 1435 2. 82 1358 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Val 13A-40cs 05. 20m 4A5. 2omd 0. 143 OS50 OS80 s s s 3. 73 1435 15. 14 2. 90 13. 61 15. 90 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1- 1 128. Osw 4A5- 2om 4B5. 2trn 0. 097 0. 550 0. 540 w w w 2S3 1435 14. 09 2, 82 27. 44 29. 62 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 yl F 13A- 400z 41A5.2om 0.143 OS50 w w 3. 73 1435 2.90 27. 44 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1--( 2 q 485-2hn 12G0sw 0.540 0. 091 w 14.09 238 29.62 1S1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 t- o 11130 0390 n 10.18 1227 0 0 0 0 0 0 0 0 C 168.30ad 0.032 0.84 1.76 0 0 0 0 0 0 0 0 F 19A•Obsg7 0295 2,89 2.04 0 0 0 0 0 0 0 0 F 19C-19a m 0.049 0.44 031 0 0 0 0 0 0 0 0 F 22A.g3n 1.180 30M 0.00 44 0 0 0 65 8 231 0 61 c) AED excursion 1 0 10 ErtMopelosUgain 0 0 491 192 12 a) Infiltration 0 0 115 42 b) Room ventilation 0 0 0 0 13 Internal gains: 230 0 0 0 0 Appliarloes/o71er 0 0 W=Ial (lines 6 Io 13) 0 0 606 233 Less eAsmal load 0 0 0 0 Lesstransler 0 0 0 0 Redistribution 0 0 606 233 14 Sr6total 0 0 0 0 15 Dud loads 16% 53% 0 0 t6Ya 53% 0 0 Total room load 0 0 0 1 0 Airrequired (dm) 1 0 0 0 0 Calculations approved bvACCA to meet all requirements of Manual J 8th Ed. Vjf/- wrrlghtnol!- 2018- Apr-1014:1058 A k Right- Sute®Uriversal 201818.0.11 RSU16202 Page 5 d EPL Templo1032 BarcelonaA RHO Bed4 - N.np Calc - M18 Front Door laces: N wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardscove Coun. W irler Park FL 32792 Ptnre: (407) 629.6920 Fax: (407) 629.9307 Web: wwwOreStopCoolirg.mm Licerse: CA0032444 Job: Lot 032 Barcelona A RHG Bed.. Date: 10/17/2017 By. LF/MC 1 Room name BTH 1 tAUN 2 Ewell 6.0 It 35 It 3 Room height 93 ft heatbool 93 ft heattmol 4 5 Room r5mer15iorts Room area 115 x 6.0 It 69. 0 tP 1. 0 x 89.8 ft 892 IF Ty ConstrLdon U-value Or HTM Area (fF) Load Area (fP) Load number BGrhA +) BtuhAP) or perimeter (ft) Barn) or perimeter (ft) Btuh) Heat Cod Gross NAS Heat Cod Grass N/P/S Heat Cod 6 128.09w 0.097 n 253 2.82 0 0 0 0 0 0 0 0 4A5. 20m 485. 21m 0. 550 0. 540 n n 1435 14. 09 13AI 13. 67 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 4B5. 2 fn 13A- 4ocs 0. 540 0. 143 n n 14. 09 3. 73 13. 67 2. 90 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vjlt- D 11D0 128. 09N 0. 390 0. 097 n a 10. 18 253 12. 27 2. 82 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5- 2om 0550 a 1435 27.44 0 0 0 0 0 0 0 0 485. 21mi 0540 a 14.09 29.62 0 0 0 0 0 0 0 0 485. 21m 0.540 a 14.09 29.62 0 0 0 0 0 0 0 0 13A- 4ors 0.143 a 3.73 2.90 0 0 0 0 33 29 107 83 4A5.2om 0550 a 1435 27.44 0 0 0 0 0 0 0 0 485.21M 0. 540 a 14.09 13.67 0 0 0 0 4 4 56 55 V I t. G 128. 0sw 0. 097 s 253 2.82 0 0 0 0 0 0 0 0 4A5-2om 0. 550 s 1435 13.58 0 0 0 0 0 0 0 0 Val I---G 13A- 40os 0. 143 s 3.73 2.90 0 0 0 0 0 0 0 0 4A5-20m OS50 s 1435 13.61 0 0 0 0 0 0 0 0 f' 4A5-2omd 0.580 s 15.14 15.90 0 0 0 0 0 0 0 0 Vjl 12B•09w 0.097 w 253 2.82 0 0 0 0 0 0 0 0 4A5.2om 485. 21M 0. 550 0. 540 w w 1435 14. 09 27. 44 29. 62 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I{---- GG Vjl_G 13A- 40cs 4A5. 2om 0. 143 0. 550 w w 3. 73 1435 2.90 27. 44 56 0 52 0 193 0 150 0 0 0 0 0 0 0 0 0 t G R 0 4B5. 2hn 12C- 09m 0. 540 0. 091 w 14.09 2.38 29. 62 1. 51 4 107 0 107 56 254 118 161 0 98 0 76 0 181 0 115 11 DO 0. 390 n 10.18 12.27 0 0 0 0 21 21 217 262 C 16B-30ad 0.032 0.84 1.76 0 0 0 0 0 0 0 0 F 19A-Obscp 0.295 2.89 2.04 0 0 0 0 0 0 0 0 F 19C-19csm 0.049 0.44 0.31 0 0 0 0 0 0 0 0 F 22A-cpm 1.180 30.80 0.00 69 6 185 0 90 4 108 0 6 c) AED exarrsion 33 43 Envelope loss/gain 689 463 669 471 12 a) Infiltration 92 33 54 19 b) Room ventilation 0 0 0 0 13 Internal gains Ooapants @ 230 0 0 0 0 Appliaraesblher 0 500 Subtotal (lines 6 to 13) 781 496 723 990 Less extemal load 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 946 658 14 Subtotal 781 496 1668 1648 15 Dwloads 16% 53% 123 265 161k 536A 263 880 Total room load 903 761 1931 25M Air required (dm) 0 39 0 129 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wr ght`oft- 2018-Apr•1014:1058 Rlgtt•Stile®Uriversa12018 18.0.11 tRSU18202 page 8 d EPL Temptot 032 Baroelore A RHI 3 8ed4 • Rap Calc = MI8 Frort Door laces: N wrightsof , Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardsoove Court. Winer Park. FL 32792 Ptore: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.OreStopCoolirg.00m Licerse: CAC032444 Job: Lot 032 Barcelona A RHG Bed.. Date: 10/17/2017 By. LF/MC 1 Room name NEED MTO1 2 E4osed well 46.0 ft 35 ft 3 Room height 9.0 ft heaftol 9.0 ft heaVbool 4 5 Room dimensions Room area 1.0 x 3203 ft 3203 W 35 x 55 ft 193 tR Ty C .on U-value Or HTM Area (fF) Load Area OF) Load bier 8titw-9 Bbi I or perimeter (ft) a h) or perimeter (ft) Bbih) Heat Cod Gross NIPS Heat Cod Gross NrPiS Heat Cool 6 VI/ 128.Osw 0. n 253 0 0 0 0 0 0 0 0 4A52om 485.2fm 0.550550 0540 n n 1435 14.09 13.413A1 13.67 0 0 0 0 0 0 0 0 0 0 0 0 0 0. 0 0 11 4B5.2fm 13A-40rs 0.540 0.143 n n 14.09 3.73 13.67 2.90 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0Vjl D 11D0 128.09w 0390 0.097 n a 10.18 253 1227 2.82 0 117 0 117 0 296 0 330 0 0 0 0 0 0 0 0 4A5.2om 0.550 a 1435 27.44 0 0 0 0 0 0 0 0 485.2ftn 0540 a 14.09 29.62 0 0 0 0 0 0 0 0 48521m 0.540 a 14.09 29.62 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 4A5.2om 0.550 a 1435 27.44 0 0 0 0 0 0 0 0 485.21m 0540 a 14.09 13.67 0 0 0 0 0 0 0 0 14/ L--G 12B-(kw 0.097 s 2.53 2.82 149 119 300 334 32 32 80 89 4A5-20m 0.550 s 1435 1358 30 25 431 408 0 0 0 0 13A-4ocs 0.143 s 3.73 2.90 0 0 0 0 0 0 0 0 4A5.2om 0.550 s 1435 13.61 0 0 0 0 0 0 0 0 4A5.2omd 0.580 s 15.14 15.90 0 0 0 0 0 0 0 0 128-0sw 0.097 w 253 2.82 149 134 338 376 0 0 0 0 4A52om 4B5.2fm 0.550 0.540 w w 1435 14.09 27.44 29.62 15 0 0 0 215 0 412 0 0 0 0 0 0 0 0 0II-----GG 13A•4ocs 41A5.2om 0.143 0.550 w w 3.73 1435 2.90 27.44 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4B5.2fm 12C-Osw 0.540 0.091 w 14.09 238 29.62 151 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0R 0 11D0 0290 n 10.18 1227 0 0 0 0 0 0 0 0 C 168.30ad 0.032 0.84 1.76 320 320 267 563 19 19 16 34 F 19A•Obscp 0295 2.89 2.04 120 120 347 245 0 0 0 0 F 19C-19osm 0.049 0.44 031 0 0 0 0 0 0 0 0 F 22A-qxn 1.180 30.80 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 87 6 Envelope low/gain 2195 2580 96 117 12 a) Infiltration 683 247 52 19 b) Room ventilation 0 0 0 0 13 Internal gains: Oocupanls@ 230 2 460 0 0 Applianoeslothar 0 0 Subtotal(lines 61013) 2877 3286 148 135 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2877 3286 148 135 15 Duct loads 1 151/6 41%1 418 1342 15% 41% 21 55 Total room load 3295 4628 169 191 Air required (dm) 0 236 0 10 Calculations approved bvACCA to meet all requirements of Manual J 8th Ed. VW wrlghtoof't- 2018-Apr-1014:1058 A """ Rtgtt-Scite®Uriversal201818.0.11 RSU16202 Pagel d EPL TeMp Lot 032 8arcelora A RHG Bed4 - N.np Cale = M16 Frort Door faces: N d- wrighttsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sandsoove Court, Winter Pane, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629.9307 Web: wwNOreS(opCoolirg.com License: CAC032444 Job: Lot 032 Barcelona ARHG Bed.. Date: 10/17/2017 By. LF/MC 1 Room name METH MWIC 2 well 215 ft 8.0 ft 3 Room height 9.0 ft heatbool 9.0 ft heatbod 4 5 Room dimensions Room area 1.0 x 136.0 11 136.0 fF 1 OS x 8.0 h 84.0 IF Ty Consinchon U-value Or HTM Area (fF) Load Area M) Load number 8luw*q 8wh" or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Goss NAS Heat Cool Gross NAS Heat Cool 6 VII n 253 0 0 0 0 0 0,11 0 0 4A5.2omA5-2o 485-21rn OSMOS50 0540 n n 14.35 14.09 13.413AI 13.67 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 485.2ftn 0S40 n 14.09 13.67 0 0 0 0 0 0 0 0 y 0 11 13A-4ocs 0.143 n 3.73 2.90 0 0 0 0 0 0 0 0 1100 0.390 0.097 n a 10.18 253 1227 2.82 0 104 0 98 0 247 0 275 0 0 0 0 0 0 0 0 4A5.2om 0.550 a 14.35 27.44 0 0 0 0 0 0 0 0TE 12B-09w 485.2kn 0.540 a 14.09 29.62 6 0 85 178 0 0 0 0 485.21m 0.540 a 14.09 29.62 0 0 0 0 0 0 0 0 13A-40cs 0.143 a 3.73 2.90 0 0 0 0 0 0 0 0 4A5.2om 0.550 a 1435 27.44 0 0 0 0 0 0 0 0 485-2fm 0.540 a 14.09 13.67 0 0 0 0 0 0 0 0 V11 12B-09N 0.097 s 253 2.82 90 90 228 254 0 0 0 0 4A5.2om OS50 s 1435 1358 0 0 0 0 0 0 0 0 13A-40rs 0.143 s 3.73 2.90 0 0 0 0 0 0 0 0 4A5-2om 0550 s 1435 13.61 0 0 0 0 0 0 0 0 4A5.2omd 0.580 5 15.14 15.90 0 0 0 0 0 0 0 0 128.09N 0.097 w 2.53 2,82 0 0 0 0 72 72 182 203 4A5+2om 485-2fm 0550 0S40 w w 1435 14.09 27.44 29.62 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01---( G 13A-40cs 4A5.2om 0.143 0550 w w 3.73 1435 2.90 27.44 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 R 485-21m 12C-09N 0.540 0.091 w 14.09 238 29.62 1.51 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1-D 1100 0" n 10.18 1227 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.84 1.76 136 136 114 239 84 84 70 148 F 19A-Obscp 0295 2.89 2.04 0 0 0 0 0 0 0 0 F 19C-19rsm 0.049 0.44 031 0 0 0 0 0 0 0 0 F 22A-c3m 1.180 30SO 0.00 0 0 0 0 0 0 0 0 6 c) AEO exarsion 1 s 1 1 16 Envelope loss/gain 673 941 252 334 12 a) Infiltration 319 115 119 43 b) Room ventilation 0 0 0 0 13 Internal gains: 0mupants@ 230 0 0 0 0 Appliar eaVlot her 0 0 Scbmial (lines 6 to 13) 1992 1056 3711 377 Less eAamal load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 205 337 0 0 14 Stbiotel 1197 1393 371 377 15 Duct loads 15% 41% 174 569 151A 41% 54 154 Tolal room load 1371 1962 425 531 Air required (dm) 1 0 100 1 0 27 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. @'}t- wrigfirtaoft` 2018-Apt-1014:1058 A A ---" ""'- Right-Sute®Uriversal2018 18.0.11 RSU18202 Page 8 d EPL TernpNI.ol 032 Barcelona A RHO 8ed4 - N.rup Cale = M18 Front Door laces: N wrightsoft' Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardsoove Court Winter Park FL 32792 Ptore: (407) 629 - 6920 Fax: (407) 629.9307 Web: wwwOnaStopCoolingmm Licerse: CA0032444 Job: Lot 032 Barcelona ARHG Bed.. Date: 10/17/2017 By. LF/MC 1 Room name BEDS 2 E*osed well 195 fl 0 fl 3 Room height 9.0 it heaftol 9.0 fl heattool 4 5 Room dimensore Room area 1.0 x 144.0 it 144.0 fe 35 x 5.0 It 175 W Ty Condon U-value Or HTM Area (IF) Load Area (119 Load number BWhAIL`F) B or perimeter (fl) Btuh) or perimeter (fl) Bluh) Heat Cod Goss N/P/S Heat Cool Gross N/P/S Heat Cool 6 128.096v 4A5.2om 485.21m 0.097 0.550 0.540 n n n 253 14.35 14.09 2,82 13AI 13.67 72 0 4 68 0 0 172 0 56 192 0 55 0 0 0 0 0 0 0 0 0 0 0 0 11 4B5-Zm 13A-4ors 0.540 0.143 n n 14.09 3.73 13.67 2.90 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0yl D 11DO 128.0ew 4A5.2om 0.390 0.097 0.55U n a a 10.18 253 1435 1227 2,82 27.44 0 104 15 0 89 0 0 224 215 0 249 412 0 0 0 0 0 0 0 0 0 0 0 0 485.21n 485.21m 0.540 0540 a a 14.09 14.09 29.62 29.62 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A-40 s 4A5.2om 485.21m 0.143 0.550 0540 a a a 3.73 14M 14.09 2.90 27.44 13.67 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12&(kw 4A5.2om 0.097 0505 s s 253 14.35 2.82 1358 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V/ 13A-40rs 4A5-tom 4A5.2omd 0.143 0550 0.580 s s s 3.73 1435 15.14 290 13.61 15.90 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C I---t 128.Osw 4A5-2om 485-21n 0.097 0.550 0.540 w w w 2,53 1435 14.09 2.82 27.44 29.62 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A-40ts 4A5.2om 0.143 0.55o w w 3.73 1435 2.90 27.44 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 R 4B5.2trn 12C-09w 0540 0.091 w 14.09 238 29.62 1.51 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1--D 1100 03M n 10.18 1227 0 0 0 0 0 0 0 0 C 168.30ad 0.032 0.84 1.76 144 144 120 253 18 18 15 31 F 19A-obscp 0295 2B9 2.04 16 16 46 33 0 0 0 0 F 19C-19= 0.049 0.44 031 0 0 0 0 0 0 0 0 F 22A-o3rn 1.180 30,80 0.00 0 0 0 0 0 0 0 0 6 c) AED e=nsion 17 1 Envelope lossAgain 834 1176 15 29 12 a) Infiltration b) Room ventilation 289 0 105 0 0 0 0 0 13 Internal gains: Omrparlts@ 230 1 230 0 0 Appliarloesbther 0 0 Subtotal (litres 6 to 13) 1124 1510 15 29 Lem eAernal load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 167 275 15 29 14 Subtotal 1291 1785 0 0 15 Ouct loads 15% 41% 187 729 15% 41%1 0 0 Total room bad 1478 2514 0 0 Air required (dm) 0 126 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. VW 2018-Apr-1014:1058 Right-Sute0Uriversal201818.0.11 RSUIS202 Page d EPL Templot 032 8arcelore A RHG Bed4 - N.rtip Calc . M18 Frort Ooor faces: N P d- wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardsmve Colt, Winter Park FL 32792 Phore: (407) 629 - 6920 Fax: (407) 629.9307 Web: www.Ona topCoolirg.com Licerse: CAC032444 Job: Lot 032 Barcelona A RHG Bed.. Date: 10/17/2017 By. LF/MC 1 Room name BEN BTH3 2 Ewell 27.0 ft 55 It 3 Room height 9.0 ft heat/md 9.0 It heatkool 4 5 Room dimensions Room area 1. 0 x 1392 It 139. 3 fF 6. 0 x 55 It 33. 0 fF Ty Conslruclon number U• vdlue BtuhRF n Or HTM B6thRF) Area ( fF) or perimeter (ft) Load BWh) Area OF) or perimeter (ft) Load Bn1h) Heat Cool Gross NrP/S Heat Cool Grass NiP/S Heat Cool 6 128.0sw 4A5. 2orn 4B5. 21m 0. 097 0. 550 0. 540 n n n 2S3 14. 35 14. 09 2. 82 13. 41 13. 67 99 15 0 84 0 0 213 215 0 237 201 0 50 0 0 44 0 0 110 0 0 123 0 0 11 4B5- 2(m 13A- 4ocs 0. 540 0. 143 n n 14. 09 3. 73 13. 67 2. 90 0 0 0 0 0 0 0 0 8 0 0 0 85 0 82 0 ylD IID0 12B- 096V 4A5. 2om 0. 390 0. 097 0. 550 n a a 10. 18 2S3 14. 35 1227 2, 82 27. 44 0 18 0 0 18 0 0 46 0 0 51 0 0 0 0 0 0 0 0 0 0 0 0 0 GIt_ G-G 4B5.2hn 4B5. 21m 0. 540 0. 540 a a 14. 09 14. 09 29. 62 29. 62 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V/ 13A-4oxs 4A5• 2om 4B5. 2fm 0. 143 0. 550 0. 540 a a a 3. 73 1435 14. 09 2. 90 27. 44 13. 67 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 i•- C t i Vy L-- C 128. 09rr 4A5- 2om 0. 097 0. 550 s s 2S3 1435 2, 82 1358 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Val 13A-40cs 4A5. 2om 4A5. 2omd 0. 143 0. 550 0. 580 s s s 3. 73 1435 15. 14 2. 90 13. 61 15. 90 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 t- C L--! 1 l G 12B- 09N 4A5. 2om 4B5. 21m 0. 097 0. 550 0. 540 w w w 2S3 1435 14. 09 2. 82 27. 44 29. 62 126 0 0 126 0 0 319 0 0 355 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a13A- 40 s 4A5. 2om 0. 143 0. 550 w w 3. 73 1435 2. 90 27. 44 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I-_- G II--- O 4B5. 2Im 12C- 096v 0. 540 0. 091 w 14.09 238 29. 62 1S1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 D0 0390 n 10.18 1227 0 0 0 0 0 0 0 0 C 168.30ad 0.032 0.84 1.76 139 139 116 245 33 33 28 58 F 19A-0bscp 0.295 229 2.04 0 0 0 0 0 0 0 0 F 19C-19cwo 0.049 0.44 031 85 85 38 27 33 33 15 10 F 22Atpm 1.180 30,80 0.00 0 0 0 0 0 0 0 0 6 c) AED exnusion 62 13 Er - lope loss/gain 947 1053 237 260 12 a) InEltralion 401 145 1t2 29 b) Room oenfilation 0 0 0 0 13 Internal gains: Ooapants@ 230 1 230 0 0 Applianoesblher 0 0 Subtotal ( lines6 to 13) 1347 1427 319 290 Less eAenalload 0 0 0 0 Less transfer 0 0 0 0 Redistribudon 5 10 0 0 14 Subtotal 1352 1438 319 290 15 Duct loads 15%1 419 196 587 159% 41%1 46 118 Total room bad I 1549 12025 365 1408 Air required (d m) 0 1 0 21 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. r wrrl_ghtr9oft- 2018-Apr-1014:10.58 Right- Sule®Uriversal2018 18.0.11 RSU16202 Page 10 d EPL Temptot 032 Barcelona A RHG Bed4 - N.ryr Cale - MA Frort Door taxes: N wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardscove Caul. Winter Park FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: ww&.OnaStopCoolingoom Lloertse: CAC032444 Job: Lot 032 Barcelona ARHG Bed... Date: 10/17/2017 By. LRMC 1 remRoom T013 STR2 2 Ewell 16.0 ft 7.0 ft 3 Room height 9.0 ft heattool 9.0 ft heattool 4 5 Room climensions Room area 5S x 8.0 ft 44. 0 fF 13S x 7.0 ft 94S fF Ty Construmon U-value Or HTM Area (112) Load Area (fM Load number Bn1hft +) BwhAF) or perimeter (ft) Bwh) or perimeter (ft) Bluh) Heat Cool Gross NAS Heat Cool Gross NIPS Heat Cool 6 128.Os+v 0.550 n 2.35 50 44 110 123 0 0 0 0 4A5• m 485- 21n 0. 550 0. 540 n n 14. 35 14. 09 13. 41 3AI13. 67 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TE 4B5-2frn 0.540 n 14.09 13.67 6 0 B5 82 0 0 0 0 Vjl D 11 13A•40cs 0.143 n 3.73 2.90 0 0 0 0 0 0 0 0 1tDO 128- 09w 0. 390 0. 097 n a 10. 18 2S3 1227 2. 82 0 72 0 72 0 182 0 240 63 0 48 0 122 0 135 4A5. 2om OS50 a 1435 27.44 0 0 0 0 0 0 0 0 GIf_ G-G 485.2hn 485. 2ftn 0S40 0S40 a a 14. 09 14. 09 29. 62 29. 62 0 0 0 0 0 0 0 0 0 15 0 0 0 211 0 444 LS 13A• 4003 0.143 a 3.73 2.90 0 0 0 0 0 0 0 0 4A5- 2om OS50 a 1435 27.44 0 0 0 0 0 0 0 0 485. 2ftn 0.40 a 14D9 13.67 0 0 0 0 0 0 0 0 1ql Y-- 1' 12B• 096v 0.097 s 2.53 2.82 0 0 0 0 0 0 0 0 4A5. 2om 0.550 s 1435 1358 0 0 0 0 0 0 0 0 W 13A•40rs 0.143 s 3.73 2.90 0 0 0 0 0 0 0 0 4A5. 2om 0.550 s 1435 13.61 0 0 0 0 0 0 0 0 4A5- 2omd 0.580 s 15.14 15.90 0 0 0 0 0 0 0 0 V) I 12B•09N 4A5. 2om 4B5- Zm 0. 097 0. 550 0. 540 w w w 2. 53 1435 14. 09 2. 82 27. 44 29. 62 23 0 0 23 0 0 57 0 0 63 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I{---!( 13A- 40rS 4A5. 2om 0. 143 0. 550 w w 3. 73 1435 2. 90 27. 44 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 R 4B5. 2ftn 12C- 0sw 0. 540 0. 091 w 14.09 238 29. 62 1S1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 r 0 11D0 0390 n 10.18 1227 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.84 1.76 44 44 37 77 95 95 79 166 F 19A-0bslcp 0295 2.89 2.04 0 0 0 0 0 0 0 0 F 19C•19csm 0.049 0.44 0.31 44 44 20 14 0 0 0 0 F 22A.cpm 1.180 30.80 0.00 0 0 0 0 0 0 0 0 6 c) AED exousion 27 67 Envelop lossbain 490 535 412 812 12 a) Infiltradon 237 86 104 38 b) Room rendladon 0 0 0 0 13 Internal gains: Omipants@ 230 0 0 0 0 Applianoesbther 0 0 Subtotal ( lines 6 to 13) 728 621 516 850 Less exmrnalload 0 0 0 0 Less transfer 0 0 0 0 Redislribudon 0 0 516 850 14 Subtotal 728 621 0 0 15 Duct loads 1 15% 41%1 106 253 15% 41%1 01 0 Total room load 833 874 0 0 Air required (dm) 0 44 0 0 Calculations approved bVACCA to meet all requirements of Manual J 8th Ed. wrrlghtnoft 2018-Apr-1014:1058 A Rigti-Sate®Uriversal2018 18.0.11 RSU76202 Page 11 d EPL Temlotot 032 Barcelona A RHG Bed4 - N.rnp Calc - M18 Frort Door laces: N wrightsoft• Static Pressure and Friction Rate o o 320 arcelorlaARHG... Entire House By: LFiMC One Stop Cooling and Heating 7225 Sardsoove Court. Wirter Park FL 32792 Phone: (407) 629.6920 Fax: (407) 629 - 9307 Web: www.OreStopCoolirg oom Licaree: CAC032444 For: Park Square Homes 3896 Saltwater Loop, Sanford, FL Heating Cooling in H2O) in H2O) External static pressure 0.50 0.50 Pressurelosses Coil 0 0 Heat exchanger 0 0 Supply diffusers 0.03 0.03 Return grilles 0.03 0.03 Filter 0.10 0.10 Humidifier 0 0 Balancing damper 0 0 Other device 0 0 Available static pressure 0.34 0.34 Total• supply Return it) it) Measured length of run -out 13 8 Measured length of trunk 66 6 Equivalent length of fittings 160 40 Total length 238 54 Total effective length 292 Friction Heating Cooling in/100ft) in/100ft) Supply Ducts 0.116 OK 0.116 OK Return Ducts 0.116 OK 0.116 OK Fitting Equivalent LengthDetails supply 4X--35,11 A=20, 11 G=5,11 G=5,11 A=20,111=10,111=10,11 G--5,1 A45,11 G4,11 G=5,11 Gam: Tolal EL=160 Return 6M=20,11 G=5, 5E1=10,11 Gam: Total EL=4O t A:- wrightsoft• 2018-Apr-1014:11 100 W.• ....•..—,w. Rigtt-Sute9Uriversal201818.0.11 RSU16202 Page 1 d EPL TempUt 032 Barcelona A RHG Bed4 - N.np Ce1c . MIB From Door laces: N wrightsoft• Duct $ stem Summary Job: Lot 032 Barcelona ARHG ... Y Date: 10/17/2017 Entire House By,. LF/MC One Stop Cooling and Heating 7225 Sardsoove Coul. Winter Parr FL 32792 Phone: (407) 629.6920 Fax: (407) 629.9307 Web: www.0reStopCoolirg.com License: CA0032444 Project Information For: Park Square Homes 3896 Saltwater Loop, Sanford, FL External static pressure Pressurelosses 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 0.277 / 0.063 in H2O 0.116 in/100ft 0 cfm 292 Cooling 0.50 in H2O 0.16 in H2O 0.34 in H2O 0.277 / 0.063 in H2O 0.116 in/100ft 1567 cfm Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Mad Actual Ln (ft) Ftg.Egv Ln (ft) Trunk BED2 c 2016 0 103 0.143 6.0 Ox 0 VIFx 54.4 140.0 st3 BED+ c 2514 0 128 0.179 7.0 Ox 0 MR 25.3 130.0 st5 BED4 c 2025 0 103 0.174 6.0 Ox 0 VIFx 29.4 130.0 sty BTHi c 761 0 39 0.140 4.0 Ox 0 VIFx 58.4 140.0 st3 BTMO c 408 0 21 0.179 4.0 Ox 0 VIFx 25.3 130.0 st5 DIN c 2464 0 125 0.116 7.0 Ox 0 MR 78.4 160.0 st4 LATH c 2281 0 116 0.117 7.0 Ox 0 VIFx 76.9 160.0 s14 GATMaA c 2281 0 116 0.122 7.0 Ox 0 MR 71.4 155.0 st4 Krr c 2721 0 139 0.117 7.0 Ox 0 MR 76.4 160.0 st4 LAUN c 2528 0 129 0.147 6.0 Ox 0 MR 53.9 135.0 st3 LOFT c 2357 0 120 0.241 6.0 Ox 0 MR 15.1 100.0 st2 AABED-A c 4628 0 236 0.176 9.0 Ox 0 MR 32.2 125.0 st6 MBTH c 1962 0 100 0.179 5.0 Ox 0 VIFx 29.6 125.0 st6 MT01 c 191 0 10 0.194 4.0 Ox 0 VIFx 28.0 115.0 st6 MWIC c 531 0 27 0.177 4.0 Ox 0 VIFx 31.4 125.0 st6 T013 c 874 0 44 0.177 4.0 Ox 0 VIFx 26.7 130.0 st5 WIC c 239 0 12 0.143 4.0 Ox 0 VIFx 59.4 135.0 st3 wrightsoft' 2016-Apr-10 14:11 A0 AMM• -... Riga-sLite®uriversal2o16 1B.0.11 RSW6202 Page 1 d EPL Templot 032 Barcelona A RHG Be& - N.np Calc a MA Front Door laces: N Name Trunk Type Htg cfm) Clg cfm) Design FR Veloc fpm) Diam in) H x W in) Duct Material Trunk st4 PeakAVF 0 496 0.116 464 14.0 0 x 0 VinIFIX st3 st3 Peak AVF 0 778 0.116 558 16.0 0 x 0 VinIFIX SO sti Peak AVF 0 778 0.116 558 16.0 0 x 0 VinlFlx st5 Peak AVF 0 296 0.174 543 10.0 0 x 0 VinIFIX st2 st6 Peak AVF 0 372 0.176 682 10.0 0 x 0 VinIFIX st2 st2 Peak AVF 0 789 0.174 738 14.0 0 x 0 VinIFIX Grille Htg Gg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size (in) ofm) cfm) ft) FR fpm) in) in) Opening (in) Mal Trunk rb7 Ox 0 0 128 53.9 0.116 367 8.0 Ox 0 MFx rt3 rb2 Ox 0 0 168 38.6 0.162 630 7.0 Ox 0 VIFx rb1 Ox 0 0 1271 50.6 0.124 582 1 20.01 Ox 0 MFx rt3 Name Trunk Type Htg cfm) Clg cfm) Design FR Veloc ' fpm) Diam in) H x W in) Duct Material Trunk rt3 Peak AVF 0 1399 0.116 641 20.0 0 x 0 VinIFIX wrightsoft- I 2018-Apr-1014:11,00 1.. wrNgtt-Sute®Uriversal201818.0.11 RSU18202 + Pape 2 AC. ... d EPL Templo1032 8areeloreA RHG 8ed4 - N.np Cale a Ml8 From Door faces: N Level 1 DIN a 125 cfm f 83 7 10X10.2 116 cfrn GATH l 7. KIT 7'_ I 10X10.2. 10x8 116ctrn 1- i39ctmLYVL: 14" s" T 10X6 tT, 103cfm AFZ A- BE02FBB26' 8X4 jox1o12chn 6• 4 tOx1lwer4• HALL LAUN BTH EF1 = 50 CFM Fan EF2 = 80 CFM'Fan EF3=110CRA'Fan EFL1 = 50 CFM Fan EFL2 = 80 CFM Fan EFL3 = 110 CFM Fan I' VTR = Vent to Roof VTW = Vent to Wall OV = Dryer Vent RV = Range Vent Lineset Chase — — Condensate — Thermostat 18/8 O SRB = Small Reduction Box LRB = Large Reduction Box FBB = Feld Built Box 0V VTw 39 ctm I'1 f881 " 8IX4 F I EF1 vrw Ah. ' LAI16 Sup Riser 16' AC.1:4.0TCN Ifl0 SEER KP. I ' GARAGE; ik Job M Lot 032 Barcelona A RHG Bed4 - N Scale:1 :102 Performed by LF/MC for: One Stop Cooling and Heating Page 1 Park Square Homes 7225 Sandscove Court Right -Suite® Universal 2018 3896 Saltwater Loop Winter Park, FL 32792 18.0.11 RiSU16202 Sanford, FL Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 2018-Apr-1014:12:17 www.OneStopCooling.com ...032 Barcelona A RFIG Bed4 - N.rup Job M Lot 032 Barcelona A RHG Bed4 - N Performed by LF/MC for: Park Square Homes 3896 Saltwater Loop Samford, FL Level 2 One Stop Cooling and Heating 7225 Sandscove Court Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 www.OneStopGooling.com Scale:1 :102 Page 2 Right -Suite® Universal 2018 18.0.11 RSU16202 2018-Apr-10 14:12:18 032 Barcelona A RHG 8ed4 - Rrup RECORD COPY 7 y J c- Kt1_UKU LUYY DESCRIPTION AS FURNISHED: Lot 32, WYNDHAM PRESERVE, as recorded in Plot Book 81, Pages 93 through 102 of the Public Records of Seminole County, Florida. PLOT PLAN FOR/CERTIFIED TO: Park Square Enterprises, LLC (a Delaware Corporation); Winderweedle, Haines, Ward & Woodman, PA; Attorneys' Title Insurance Fund; Bank of America aP 18 - i&.0 s LOT 15 1 ZONII`G _ PATE-14(0 N 83-1810" W Ok to construct single family home - - _ _ _ 40.30, with setbacks and impervious area h shown on plan. SZ 0 23g2 bawc a to Irla. - A , GrR 23.93' 22.22' 20.28' 3.O'Ir4.0' 5.00' AC 14.0' 16.0 5.00' n LANAI I6.0' 5.00, LOT 32 WW v PROPOSED RESIDENCE 2392-BARCELONA-A GARAGE RIGHT O - OONj2CARm O CdaO COV'0. u O ENTRY co LOT 33 5.00' 8.0' LOT 31 M LV O N SETBACKS AS FURNISHED FRONT a 25'(9 REAR 20' SIDE 5' (40' LOT) 7.5' (60' LOT) 10' (75' LOT) SIDE STREET A, 25' (60' & 75' LOT) 15' (40' LOT) 25' FRONT SETBACK CAN BE REDUCED TO 20' ON CERTAIN LOTS. NO MORE THAN 2) IN SUCCESSION AT 20' AND A MINIMUM OF (2) IN SUCCESSION AT 25' PROPOSED - FINSHED SPOT GRADE ELEVATIONS PER DRAINAGE PLANS PROPOSED DRAINAGE FLOW lepoiew. LOT GRADING TYPE A PROPOSED F.F. PER PLANS - 30.3' 6 —1 r 5.00' DRIVE 20' I I IO' UTIL. ESMT. j•_ I6' ____ 36.00_____ P.C._ WALK 1—N 69*4051 " E 40.00' SALTMARSH LOOP PLOT PLAN ONLY 50' PRIVATE R/W) PLOT PLAN AREA CALCULATIONS NOT A SURVEY TOTAL LOT AREA 4.498 t SQUARE FEET FLATWORK ON/OFF LOT - TOTAL t SQUARE FEET FLATWORK DRIVE 403/ 110- 513 t SQUARE FEET FOUNDATION/PAD 1.641 t SQUARE FEET WALKS 69/ 200- 2691 SQUARE FEET REAR PATIO If f SQUARE FEET FRONT PORCH DECK 99 f SQUARE FEET SOD 2.1581131 a 2.289 t SQUARE FEET POOL DECK 0 t SQUARE FEET NOTE: FRONT SIDEWALK AND STREET LOCATION TAKEN FROM PLANS PRONGED BY CLIENT • NOr FIELD VERIFIED CRUSE'NM.ETYETR—SCOTT do ASSOC., INC. — LAND SURVEYORS 1CGCM° LEGEND 5400 E. COLONIAL DR. ORLANDO. FL. 32807 (407)-277-3232 FAX (407)-658-1436 r PLATrICLO PALTIP. POINT ON LINE TYPICAL NOTM I.P. IRON PIPE PPZ POGII OF REVCRSC CURVATURE 1. THE UNDERSIGNED DOES HEREBY COMY rHAr THIS SURVEY MDEIS ME STAHA4R05 OF PRACFICE SET rO M BY MOARD EFLORIDABOFIR IRON ROD POINT Or COMPOUND CURVATURE PAOrESSpMAL SURVEYORS AND YAPPERS W CHAPTER y-17 FLORIDA ADMPGsMnW CODE PURSUANT TO SECTION 472.027. lLORWA SUTUE5 Cx CONCRETE HONMNT RAG. RADIAL 2. UNLESS ELUBOSSED WIN SuaVEYOAY SICNATIRE ANO ORICWAL RAISED SEAL OOS SURVEY LAP OR COMES ARE NOT VALID. SET I. R. 112, IFL 72LB 45% NA. W.P.TL HON•RADIAL WItNCSS POINT A THIS SURVEY WAS PREPARED FROM E WFDRMARON rURIDSHED r0 THE SURWYOR. MERE MAY BE OTHER AISTRfCT10NS RCC. PAR. RECOVEREDPOINT R BCG..G CALL. CALCILATCO OR EASEMENTS THAT ArrLC IM PROPERTI•. PAL. POINT Or COpCNCCNCNT Pt. PCRNANOT RCfCR[NCC UIOIBRICIIT 4. NO UNDERGROUND IMPR&AUINIS HAVE BEEN LOCATED UNLESS Of11ERW15E SHOWN. It CENTERLINE rI. rINISHCO BOOR CLEVAHON S. TIIIS SURVEY IS PREPARED nW ME SOLE BENEFIT OF THOSE COMIED TO AND SHOULD NOT BE REM UPON BY ANY ODOR ENTITY. NLD NAIL L OISK uA. Bx BUILDINGSCt1ACX LINE OCNCNIIARIC L aIIDNSIONS SHOWN FOR THE LAG11011 OF IMPROVEMENTSIIFREOIF SHOULD Nor BE USED TD RECONSTRUCT BOUNDARY LINES. VV CSNT. RIGHT -Or -WAY CASCHCHT B. L BASE BEARING 7. BEARINGS. ARC BASED ASSUMED OARAI AND ON THE LINE SHOWN AS BASE BEARING (AB.) DRMN. DRAINAGE A ELEVATIONS. Or SHOWN, ARE BASED ON NATIONAL CEODEOC VERTICAL. OATLW OF 1929. UNLESS OTHERWISE NOIEO. UtIL. CLIC. UTILITYCHAIN LINKrCNCC9. CE MXArE OF AUMOMIATION ft 459& vOrG CVB VannrENCt COHCRCtC BLOCK SCALE I- 1• . 20 DRAWN Or. P.C. P.T. POINT Or CRVATII POIRL UT ° r 1ANGCICV CERTIFIED BY. O'!T Dose. DCSCRIPIION RAARCGIL1N PLOT PLAN 04-02-2018 1996-18 o C CO. CWOIOREARING NORTH A THIS BUILDING\PROPERTY DOES NOT LIE WITHIN THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER nRM' ZONE X. MAP j 12117CM90 F (09-28-07) r RECORD COPY Filename: PARK SQ BARCELONA.rrr Lighting and Small Appliance/Laundry Circuits Floor Area SmAppNo LaundNo Line Neutral 2392 2 1 Lighting Summary Standard 6,037 6,031 Optional 11,676 6,037 . Ranges & Ovens Range No. No? Nameplate Line Neutral 1 1 ----------- 8000 2 0 0 3 0 0 Range/Oven Summary Standard 6,400 4,480 Optional 8,000 4,480 Dryers.----------------------------------OU IQ,---- Dryer No. No? Nameplate Line Neutral c Sq 0 •°o 3 0 gRTme, Dryer Summary Standard 5,000 3,500 # 8 - 1 8 6Optional5,000 3,500 8 Heating and Cooling: Actual Number = 1 Name M? Ph No Amps Volts VA HP Line Neutral 1 M 1 1 27.0 240 -- -- 6,480 ----.0 1 M 1 1 2.0 240 480 0 1 M 1 1 5.0 240 1,200 10 1 1 1 1 27 240 1 6,480 •0Pleat/Cool Summary Standard 14,640 0 Optional 14,640 0 Fixed Appliances: Actual Number = 6 Name M? Ph No Amps Volts VA HP Line Neutral OISP 1 1 120 600 600 600 DISH 1 1 120 1200 1,200 1,200 MICRO 1 1 120 1200 1,200 1,200 WATER HEATER 1 1 18.5 240 4-,440 0OPTPOOL11102402,400 0OPTPOOLHEAT1131240714400 Fixed Appliance Summary Standard 12,960 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 1 27 240 Heat/Cool Phase Amps Volts 1 27 240 Fixed Appl. Phase Amps Volts 0 Qther Appl. Phase Amps Volts 0 Max Motor Summary Standard Only 1,620 0 aa as a=aaaa===aa=a------------._---- ----------------- SUMMARY Standard Line Neutral Total Total = 46,657 16,267 Maximum Amperage = 194 68 Service Voltage = 240 Service Phase = 1 Optional LineNeutral Total Total = 37,422 16,267 Maximum Amperage = 156 68 Service Voltage = 240 Service Phase = 1 Ott• w Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek® RECO0 COPY RE: P2392AC - Park Sq Hms/Barcelona-2392A_C MITek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: PARK SQUARE HMS Project Name: P2392AC Model: BARCELONATa F 3or610-4115 Lot/Block: 32 Subdivision: WYNDHAM PRESERVE 40' G Address: 3896 SALTVMT.ER LOOP City: SANFORD MA"W State: FLORIDA Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 140 mph Roof Load: 40.0 psf Floor Load: 55.0 psf This package includes 67 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T13017989 Al 1/22/18 12 T13018000 C3 1/22/18 2 T13017990 A2 1/22/18 13 T13018001 C4 1/22/18 3 T13017991 A4 1/22/18 14 T13018002 C5 1/22/1 4 T13017992 A5 1/22/18 15 T13018003 C6 1/22/18 5 IT13017993 A6 1/22/18 116 T13018004 C7 1/22/18 6 IT13017994 61 1/22/18 17 T13018005 C8 1/22/18 7 T13017995 B2 1/22/18 18 T13018006 1CJ 1122/18 8 T13017996IT1 B3 1/22118 19 T13018007 CJ1 1122/18 9 3017997 B4 1/22/18 20 T13018008 CJ3 1/22/18 10 IT13017998 1C1 1/22/18 21 T13018009 CJ5 1/22/18 11 T13017999 C2 1/22/18 22 T13018010 I D1 1/22/18 a\311_o1Nc SANFORD O' OARTM 18-1868 This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Mid -Florida Lumber Acquisitions, Inc.. Truss Design Engineer's Name: ORegan, Philip My license renewal date for the state of Florida is February 28, 2019 IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/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 verity applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 1111IIII//I J. O'&F l,jp.,. No 58126 P '.• S TAT E OF SiS14N AL lllllt Philip J. O'Rapaa PE No.S8126 MiTek US& Inc. R. Ce t 6634 6904 Perko East 6Wd. Tampa fL 33610 Date: January 22,2018 ORegan, Philip I of2 RE: P2392AC - Park Sq Hms/Barcelona-2392A C Site Information: Customer Info: PARK SQUARE HMS Project Name: P2392AC Model: BARCELONA - 2392 A or C Lot/Block: 32 Subdivision: WYNDHAM PRESERVE 40' Address: 3896 SALTWATER LOOP City: SANFORD State: FLORIDA No. Seal# Truss Name Date No. Seal# Truss Name Date 23 T13018011 D2 1/22/18 66 T13018054 M1 1/22/18 24 T13018012 D3 1/22/18 67 T13018055 M2 1/22/18 25 T13018013 D4 1/22/18 26 T13018014 D5 1/22/18 27 IT13018015 I D6 1/22118 28 T13018016 1 D6A 1/22/18 29 IT13018017 I D7 1/22/18 30 IT13018018 JE1 1/22118 31 T13018019 F1 1/22/18 32 IT13018020 F2 1/22/18 33 IT13018021 F3 1/22/18 34 IT13018022 F4 1/22/18 35 IT13018023 IF5 1/22/18 36 IT13018024 I F5A 1/22/18 37 IT13018025 I F6G 1/22/18 38 T13018026 I F7G 1/22/18 39 T13018027 JF8 1/22/18 40 T13018028 I F8A 1/22/18 41 T13018029 JF9 1/22/18 42 IT13018030 I F9A 1/22/18 43 IT13018031 IF10 1/22/18 44 T13018032 F11 1/22/18 45 T13018033 F11GIF12 1/22/18 46 T13018034 1/22/18 47 T13018035 FT1 JL22LI8 48 T13018036 FT2 1/22/18 49 T13018037 FT3 1/22/18 50 T13018038 FT4 1/22/18 51 T13018039 IFT5 22/18 52 T13018040 IG1 1/22/18 53 IT13018041 JG2 1/22/18 54 IT13018042 IG3 1/22/18 55 IT13018043 I G4 22/18 56 IT13018044 H1 1/22/18 57 T13018045 H2 1/22/18 58 T13018046 J2 1/22/18 59 T13018047 J3 1/22/18 60 T13018048 J51/22/18 61 T13018049 J7 1/22/18 62 T13018050 KJ2 1/22/18 63 1T13018051 JKJ3 1/22/18 64 IT13018052 1KJ5 22/1 65 IT13018053 1KJ7 1/22/18 2 of2 Job Truss Truss Type Oy Ply Park Sq Hms/8arcelona-2392A C T13017989 P2392AC JAl HIP 1 Mid -Florida Lumber, Bartow, FL. e, tju s bep to zut t mt I ex industries, inc. Mon .tan zz 1 cuz:te zute rage i 10:16Ej_2vgrkv4uEJUYC2jFzkFng-BMIhVkOddOLSPb_InBd2YgiK74HKRSwq-4f kgzsgl2 4-9-17 9-0-13 73.4-0 16.10.0 21-1-3 25.45 30.2.0 4-9-11 4-33 4-3.3 3-841 4-3-3 4-3.3 4-9.17 THIS TRUSS IS NOT SYMMETRIC. _ PROPER ORIENTATION IS ESSENTIAL. 44 - 5x8 = Scale - 1:50.6 4x8 = 6x6 = 7x6 = 7x8 = 7x8 4x6 LOADING (pan TCLL 20.0 TCDL 10.0 BCLL 0.0 ' SCOL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP DSS WEBS 2x4 SP No.3 SPACING- 2-0-0 CSI. Plate Grip DOL 1.25 TC 0.96 Lumber DOL 1.25 BC 0.68 Rep Stress Incr NO WB 0.66 Code FBC20171TPI2014 Matrix -MS REACTIONS. (lb/size) 1-6305/0-3-8. 8=601 1 /Mechanical Max Hors 1=137(LC 7) Max Uplift 1=1760(LC 8). 8=1695(LC 8) DEFL. in loc) Udell Ud PLATES GRIP Vert(LL) 0.26 9-10 999 240 MT20 244/190 Vert(CT) 0.51 9-10 717 ISO Horz(CT) 0.12 8 n/a n/a Weight: 379 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2.1 or: purlins. BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2--11334/3283, 2-3=11132/3253. 3-4=-7942/2412, 4-5=7114/2203, 5.6 8082/2442, 6-7=-1145413311, 7-8-1164613341 BOT CHORD 1-12=-2894/10137, 11-12= 2435/8601, 10.11=1984/7163, 9.10=2470/8795, 8-9-2946110417 WEBS 2-12=-3381152. 3- 12=822/3036, 3-11=-2227/682. 4-11=-98713309. 5-10=1014/3487, 6-10-2369/708, 6-9=-862/3258, 7-9=-3241152 NOTES- 1) 2-ply truss to be connected together with IOd (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0.9-0 oc. 2) All loads are considered equally applied to all plies, except If noted as front (F) or back (8) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (8). unless otherwise Indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=140mph (3- second gust) Vasd-108mph: TCDL=4.2psf; SCOL-3.Opsf; h=25ft: 8=45ft; L-30f1; eave=oft; Cat. 11; Exp 8; Encl.. GCpi=0.18: MWFRS ( directional): Lumber OOL=1.60 plate grip OOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 pal bottom chord live bad nonconcurtent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3.641 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at jolnt(s) except (t-lb) 1-1760.8-1695. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 640 lb down and 165 lb up at 0-4-0. 624 lb down and .174 lb up at 2-4-0, 624 lb down and 174 lb up at 4-4-0, 624 Ill down and 174 Ill up at 6.4-0. 619 lb down and 228 lb up at 8-4-0. 619 lb down and 210 lb up at 10-4-0, 616 lb down and 209 lb up at 12-4-0, 611 lb down and 221 lb up at 14-4-0, 611 Ill down and 221 lb upat 15-10.0, 616 Ill down and 209 lb up at 17-10.0, 619 lb down and 210 lb up at 19-10-0, 616 Ill down and 180 lb up at 20. 7-4. 6161b down and 180 Ill up at 22-7-4. 616 Ill down and 180 lb up at 24-7-4, and 616 lb down and 180 lb up at 26-7-4. and 616 lb down and 182 lb up at 28-7.4 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Philip J. O'Regan PE No.S6126 MiTek USA, Inc. FL Cart 4634 6204 Parke Ent Bhd. Tempe FL 33610 Data: January 22,2018 Q WARNING - Vadty design parameters and READ NOTES ON TWS AND INCLUDED AaTEK REFERENCE PACE 01110402 ray. I&VU1045 BEFORE USE. Design valid for use only with Mrrak® OonnoCtora. This design Is based only upon parameters ZhCniM, and is for an kldh4dual building Component, net a truss system. Before use. the building designer must verify the applicability at design parameters and properly Incorporate this design Into the overall building design. Brstlng Indicated 1s to prevent buckling of Individual truss web and/or chord members Only. permanent Additional temporary and WwJng MiTek' Is always requiredforStabilityand to preventCollapsewithpossiblepertonalInjuryandpropertydamage. For general guidance regarotng the fabrication. Storage, delivery, erection and bradng of trusses and truss systems, sea ANSVTPII Quality Crtteds, 03842 and SCSI Building Component 6004 Parke East Blvd. barely Information available from Tn as Plate Institute, 210 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa. FL 36610 L Job Truss Truss Type Oy Ply Park Sq HmslBarcelona-2392A C T13017989 P2392AC At HIP 1 Referenot MID-1•101`141a Lumoer, Bartow, FL. e.tju s sep to zut r hu b eh industries. Inc. man Ban zz I i:uz:tb tine rage z IO:IUEL2vgrkv4uEJUYC2jfzkfng-BMIhVkOddOLSPb_InBd2YgiK74HKRSwq_4f kgzsgl2 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (plo Vert: 14-60, 4-5=-60, 5-8=-60. 1-8-20 Concentrated Loads (lb) Vert: 17--640(F) 18=624(F) 19=624(F) 20=624(F) 21=619(F) 22=619(f) 23v616(F) 24=-611(F) 26-611(F) 26=-616(F) 27=419(F) 28=-616(F) 29z616(F) 30=616(F) 31=616(F) 32=616(F) AWARNINO • Verify daalgn panmataa and READ NOTES ON THIS AND INCLUDED MTEK REFERENCE PA E Mll•T4T3 rev. MAXIM f6 BEFORE USE. Design valid lot use only with Wake, oonneelots. This design Is based only upon parameters shown, and le for an Individual building Component, hot a truss $"am. Before use, the building designer must verify the applicability of design parameters and properly Ineorporete this design Into the Overall building design. Bracing indicated Is to prevent buckling Of IndkAdual hunts wab OrWor cilerd members Only. AddakWW temporary and permanent bracing M!Te k' Is always required tor Stability and to prevent detlapm with possible personal In)ury and property damage. For general guidance togatdfng the fabrication. Storage, delivery. erecilan and bracing of wssas and true systems, a" ANSIRPII Ousllty Cdterle, 08842 and BCSI Building Component 8904 Parka East Bud. Safety Information available from Truss Plata Institute. 219 N. Lae Street. Suite 312. Alesendrla. VA 22314. Tampa, FL 366 t0 Job Truss Truss Type Oy Ply Park Sq Hms/Barcelona-2392A C T13017990 P2392AC A2 HIP 1 1 b Reference (optional) Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MITek Industries, Inc. Mon Jan 22 11:02:18 201a Page 1 ID:ItiEL2vgrkv4uEJUYC2ifzkfng-BMIhVkOddOLSPb InBdZYgIOg4L3RV5q_4F kgzsglZ 6.3.4 1244 18-2-0 23.10-12 30.2-0 31-24 6.3.4 54-12 6-2-0 541-12 ( 64.4 1-00-0 Scale - 1:51.8 Sx5 = 5x5 = 12 11 '- a e 3x4 1x4 II 3x4 = 3x4 = 3x6 = tx4 11 3x4 8 3 4 124W 18-2 0 1 1 23.10.12 30.2-0 512 6.2.0 5-0-12 6-3.4 LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.05 12-15 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.11 12-15 >999 180 BCLL 0.0 Rep Stress Inv YES WB 0.46 Horz(CT) 0.02 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 152 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5.5.11 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORO Rigid ceiling directly applied or 6.0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 3-9 REACTIONS. (lb/size) 1-587/Mechanical, 9=1575/0.3.8, 6-312/0-3-8 Max Horz I= I32(LC 10) Max Uplift 1-143(LC 12), 9=365(LC 12), 6=109(LC 12) Max Grav 1=615(LC 21). 9-1575(LC 1). 6=369(LC 22) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=956/312, 2-3=-4241198. 3-4=0/407, 4-5=78/539, 5-6-2711136 BOTCHORD 1-12=-194/827,11-12=194/827,9-11-0/317 WEBS 2-12=0/251, 2-11=-588/261, 3-11=-89/461, 3.9-912/314. 4-9=-550/243, 5-9-686/260. 5.8=0/251 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuft-140mph (3-second gust) Vasd-108mph: TCDL=4.2psf; BCDL-3.Opsf: h=25ft; B=45ft; L=30ft; eave=4ft; Cat. 11; Exp B; Encl.. GCpi=0.18: MWFRS (directional) and C-C Exterior(2) G-" to 3.0.3. Interior(1) 3-0.3 to 12-0-0. Exterior(2) 12-0-0 to 22-5.3, Interlor(1) 22-5-3 to 31-2-0 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 = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint($) except (t=1b) 1-143, 9-365, 6=109. WARNING - Verity daslgn paratnateta and READ NorEs oN rNS AND INCLUDED serEK REFERENCE PAGE Ml1.7473 rev, 100,V101S BEFORE USE. Design valid tot we only with MlTakll canneelors. This design Is based only upon parameters shown, and Is lot an Individual building component, not a truss System. Before use, the building designer must verily the applicability of design parameters and property Incorporate this design Into the overall bubding design. Bracing Indicated Is to prevent buckling of Individual true web and/or chard members only. Additional temporary and permanent tracing Is always required tot stability and to prevent collapse with possl0le personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, Ne ANSMI1 Quality Criteria, OSS42 and SCSI Building Component Shay Infortnadon available from TtraS Plata Institute, 216N. Lee Street. Suite 312. Alexandria, VA 22314. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Philip J.ORegan PE No.88128 MiTek USA, Inc. FL Cad 4831 880a Pepe East Blvd. Tamps FL 33810 Date: January 22,2018 MiTek' 6904 Parka East Blvd. Tampa. FL 36610 Job Truss Truss Type Oty Park Sq Hms/Barcelona-2392A C T13017991 IP2392ACA4HIP1Ipty, 1 b of a o o all Mid-Flodda Lumber, Barlow, FL. 8.130 s Sep 15 2017 MfTek Industries, Inc. Mon Jan 22 11:02:19 2018 Page 1 IO:IUEL2vgrkv4uEJUYC2ifzkfng-fYs3i4PFOTJOIZxKu8o52EC)UgyAIE_Ok7XGGzsq 1 Y 5.9.4 110-0 151-0 19.2-0 24.4-12 30.2-0 31-2-0 n 5 9 4 5 2-12 i 4-1-0 4.1-0 I 5 2-12 5-9 4 11-00-0 I Seale - 1:51.2 4x4 3x4 = 4x4 3 22 4 235 13 12 " -- - 10 V 30 = 1x4 II 3xS = 3x4 3x3 = 1x4 II 3x4 = LOADING (psf) SPACING- 2.0-0 CS1. DEFL. In (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip OOL 1.25 TC 0.45 Vert(LL) 0.09 10-12 >999 240 MT20 2441190 TCOL 10.0 Lumber OOL 1.25 BC 0.47 Vert(CT) 0.18 10-12 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.79 Horz(CT) 0.02 10 n/a Tile SCOL 10.0 Code FBC2017frP12014 Matrix -MS Weight: 156 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5.4.9 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling direly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1.817/Mechanical, 10-1595/0-3-8. 7=262/0-3-8 Max Harz 1=-122(LC 10) Max Uplift 1=-151(LC 12). 10=367(LC 12), 7=99(LC 12) Max Grav 1-641 (LC 21).10-1595(LC1).7-318(LC22) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=1039/351, 2-3=-5451234. 3.4=4131257, 4-5-301470, 5-6-981572 BOT CHORD 1-13=2341892. 12.13=2341892 WEBS 2-12=-6451255, 4-12--161/570, 4-10-884/336, S-10=475/195, 6.10--546/254 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7- 10: Vult-14Omph (3-second gust) Vasd-108mph; TCOL=4.2psf: BCDL-3.Opsf: h-25ft; B-45ft; L-3011t; eave=oft; Cat. It: Exp B: Encl.. GCpt=0.IS: MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-3. Interlar(1) 3-0.3 to I I-0-0, Exterior(2) 11-0.0 to 23-5-3. Interior( 1) 23-5-3 to 31-2-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip OOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load 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, with BCDL = 10.Opsf. 6) Refer to girder( s) for truss to truss connections. 7) Provide mechanical connection ( by others) of truss to bearing plate capable of withstanding 100 lb uplift at ioint(s) 7 except at -lb) 1.151, 10-367. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Philip J. aRegin PE No.56126 LITak USA, Ina FL Cert4634 6904 Parke Ent Blvd. Tampa FL 336f0 Date: January 22,2018 Q WARNING - Verify design parameters and REAO NOTES ON THIS AND INCLUDED OM REFERENCE PAGE MI47473 rev. 1I01XU20/5 BEFORE USE. Damon valid for use only with MRek® connectors. This design Is based only upon parameters shown, and is for an Individual building Componetd, not a truss system. Before use, the building designer must verity the applicability of design parameters and property Incorporate this demon into the overall brlding demon. Brsctng Indicated Is to prevent buCkllnp a trelvldual truss web and/or CMtd members only. Additional temporary and permanent tracing Welk' Is sways required forstabilityandtopreventCollapsewithpossiblepersonalInjuryandpropertydamage. Fa general guidance regarding the fabrlcatlan, storage, delivery, erection and bradng of trusses and trues systems, as ANSIRPil Quality Cdtsda, DS1342 and SCSI Building Component 6204 Parke Past Blvd, Sally IntormaUan available from Truss Plate Institute, 210 N. Lee Street, Suits 312, Alexandria, VA 22314. Temps, FL 36610 Job Truss Truss Type oy Park Sq Hms/Bareelona•2392A C IPly T13017992 P2392AC AS HIP 1 1 b Reference (ontionall Mid-Flodds Lumber, Bartow, FL. B.130 a Sep 15 2017 M -rek Industries, Inc. Mon Jan 22 11:02:20 2018 Page 1 ID:IUEL2vgtkv4uEJUYC2iFzkFng-7kORwOOt90bAeu87udIdFnniuxUvOX7SOk4oizsq 1 X 4.9.4 9-0-0 15.10 21.2.0 25.4-12 30-2-0 31-2Q 1 4.91 4.2.12 6.1.0 8.1.0 4.2-12 4-9.4 1-0.01 Scale - 1:51.2 4x4 = 3x8 = 4x4 3 21 22 4 23 24 5 Md d 04 3x8 = 4x4 = 1.5x4 II 3x8 = 3x8 = 944 i 15.1-0 18-10-0 21-21 30.2-0 9-0-0 6-1-0 3.9-0 2.4.0 9.0.0 LOADING (pat) SPACING- 2-0-0 CSI. DEFL. In loc) Udell Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vart(LL) 0.16 9-19 864 240 MT20 2441190 TCOL 10.0 LumberOOL 1.25 BC 0.83 Vert(CT) 0.38 9-19 367 ISO BCLL 0.0 Rep Stress Inv YES WB 0.53 Horz(CT) 0.07 7 n/a n/a SCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 149 lb FT - 20% LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 'Except 7-12: 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=1070/Mechanical, 7-1046/0-3-8, 10=358/0.3-8 Max Horz 1=101(1-C 10) Max Uplift 1=-253(LC 12). 7=-276(LC 12). 10= 87((-C 12) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-9-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-10-4 oe bracing. FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1979/709, 2-3=1679/593, 3.4=1457/578, 4-5=1243/503, 5.6=1445/511. 6-7-17571632 BOT CHORD 1-13=-563/1748, 11-13--411/1567, 10-11=-411/1567, 9-10=-411/1567, 7-9=-503/1556 WEBS 2-13=-346/225, 3.13=-105/478, 4-13=-262/75, 4-9-503/176, 5-9=-641405, 6-9-364/233 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuR-140mph (3-second gust) Vasd=108mph: TCDL=4.2pst BCDL=3.Opsf; h=25R; 8=45f1; L-30f1; eave=4ft; Cat. II; Exp S; Encl.. GCpi=0.18: MWFRS (directional) and C-C Exterior(2) 0.0-0 to 3-0-3, Interior(1) 3-0-3 to 9-0-0, Exterior(2) 9-0.0 to 25-6-11. Interior(1) 25-6-11 to 31-2-0 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 rd between the bottom Chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at Joint(s) 10 except (it=1b) 1=253, 7=276. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Pkillp J. &Regan PE No.68126 MITek USA, Ina. FL Cart 411U 6904 Parke East Blvd. Tampa FL 33610 Oat#: January 22,2018 QWARNNIQ . Verify deafgn parameters and READ NOTES ON ndS AND INCLUDED INTEK REFERENCE PAGE a111403 rev. I&V W815 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual budding component, not a truss "am. Before use, the budding designer must verify the applicability of design parameters and properly Incorporate this design Into the overall budding design. Brsdng Indicated Is to prevent buckling of Mvldual trusa web and/or chord members only. Additional temporary and permanent bracing M iTe k' Is always r"utred for Nabdky and to prevent cel4pse with possible personal Injury and property damage. For general guidance regarding the fatxkelion. Storage, delivery, aredkn and brsdng of trusses and truss systems, see ANSVTP11 Dually Criteria, 08842 and SCSI Building Component 9904 Parke East Siva. Safety tMormadon avallable from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 366 to b Truss Truss Type oty Ply ParkSqHms/Barcelona•2392/LCT1J017993 392ACrP2 Arf HIP 1 1 0 0 o al Mid -Florida Lumber, Banow, FL. 8.130 s Sep 15 2017 Mrrek Industries, Inc. Mon Jan 22 11:02:22 2018 Page 1 10:ItiEL2vgrkv4uEJUYC2ifzkfng-37YCK6R7gdruiCHWOOhVigs3ThfSN8hOvhDBtbzsq 1 V 1-0-0111$-0 ( 15 1-0 23.2-0 261212 I 1:2'0 1-0-0 3 9 3 2.12 44-0 3-7-0 3.7-0 44-0 3-2-3.9 4 1-0-01 THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. US = 1.Sx4 11 4x8 = 1.5x4 11 4 24 255 26 a 27 7 28 29 4x8 = Scale - 1:52.4 3x4 3x4 = 4x8 = 3x4 = 1.5x4 II axe = 3x4 = 3x4 = 7-0-0 114-0 15 1-0 19 8-0 18 4 23 2-0 30 2-0 7-0-0 4411 3.7-0 3.7-0 4-5.12 7-" LOADING (psf) SPACING- 2-0-0 CSL TOLL 20.0 Plate Grip OOL 1.25 TC 0.74 TCOL 10.0 Lumber OOL 1.25 BC 0.61 BCLL 0.0 Rep Stress Incr NO WB 0.94 BCDL 10.0 Code FBC2017frPI2014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 Except' 10-15: 2x4 SP NoAD WEBS 2x4 SP No.3 DEFL. In (loc) Udell Ud Vert(LL) -0.06 17.20 >999 240 Vert(CT) -0.1417-20 >999 180 Horz(CT) 0.03 10 n/a n/a PLATES GRIP MT20 2441190 Weight: 161 lb FT - 20% BRACING - TOP CHORD Structural wood sheathing direly applied or 4-1-7 oc purling. BOT CHORD Rigid ceiling directly applied or 9.0-4 oc bracing. REACTIONS. (lb/size) 2-106510-3-8. 13-3024/0-3-8, 10=34710-3-8 Max Horz 2=82(LC 7) Max Uplift 2=324(LC 8). 13=-887(LC 8), 10-113(LC 8) Max Grav 2=1074(LC 17), 13=3024(LC 1), 10-366(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1897/557. 3-4=-16861606, 4-5=- 11551389. 5-6-11551389, 6-7=285/1172, 7-8=-28511172, 9. 10=356199 BOT CHORD 2-17--430/1674, 16-17- 356/1491, 10-12=-23/305 WEBS 3-17=-277/108,4-17--73/ 641,4-16=-443/116, 5.16= 490/251, 6.16=-389/1307, 6.13=-1929/561, 7-13=-513/268, 8-13=1565/445, 8-12=75/644, 9.12=-280/119 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=140mph (3- second gust) Vssd-108mph; TCDL=4.2psh BCDL-3.Opsf; h-25ft; B-45ft: L-30ft; eave=oft; Cat. 11; Exp 8; Encl.. GCpi=0.18; MWFRS ( directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide This item has been will rd between the bottom Chord and any other members. electronically Signed and 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) except Qt=Ib) sealed by ORegan, Philip, PE 2-324. 13=887, 10=113. 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 using a Digital Signature. 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 Printed copies of this and 106 lb up at 15-1-0, 97 lb down and 106 lb up at 17-1-4. 97 lb down and 106 lb up at 19.1-4, and 97 lb down and 106 lb up at document are not considered 21-1.4. and 1891b down and 206 lb up at 23-2-0 on top chord, and 327 lb down and 97 lb up at 7.0-0. 66lb down at 9-0-12, 66 lb signed and sealed and the down at 11-0-12, 66lb down at 13-0-12, 66Ib down at 15.1-0, 66 Ib down et 17-14. 66lb down at 19.1.4, end 661b down at I nature must be verified signature 21-1-4, end 327 Ib downand97Ibupat23-1-4 an bottom chord. The designiselection of such connection devices) is the responsibility of others. On any electronic Copies. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). Philip J.0'Ragan PE No.68126 MiTek USA, Ina. FL Cart 4634 LOAD CASE(S) Standard 6204 Parke Ent Blvd. Tampa FL 33610 1) Dead + Roof live (balanced): Lumber Increase-1.25. Plate Increase-1.25 Date: January 22,2018 AWARNING - Vrlfy design parantanrs and READ NOTES ON THIS AND INCLUDED aeTEK REFERENCE PAGE MO.7472 rev. 10 0212015 BEFORE USE. Design valid far use only with M(Tek b COnneUars. 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 panametera and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members Cray. Additional temporary and permanent bracing Welk' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, deMery. erection and bracing of trusses and truss systems, age ANWMII Duality Criteria, 09641e and SCSI Building Component 8804 Parke Fast Blvd. Safety Information available from Traps Plate Institute. 218 N. Lee Street. Suite 312, Alexandria. VA 22314. Tamps, FL 381110 b Truss Truss Type Ory Py Pafk Sq HmslBarcelona-2392ACT13017993 392ACrP2 JAB HIP 1 1 all Mid-Flodda Lumber, Bartow, FL. e.i m a Sep f a zu i r mff es atausmes, roc, man Ban zz i i:ucca zv rb rage z ID:IUEL2vgtkv4uEJUYC2jFzkFng-37YCK6R7gdrutCH VvWhViigs3ThfSNBhOMDBlbzsq 1 V LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-4=60, 4-8=-60, 8-11-60, 18-21-20 Concentrated Loads (Ib) Vert: 4=-142(F) 8=142(F) 1S=-41(F) 17=327(F) 14=41(F) 6=-97(F) 12=-327(F) 24=-97(F) 25-97(F) 26=97(F) 27=97(F) 28=97(F) 29=97(F) 30=-41(F) 31=-41(F) 32=41(F) 33=41(F) 34=-41(F) AWARNING. VerHy design panmaten and READ NOTES ON Ties AND INCLUDED a11TEK REFERENCE PARE M94171 rev. fdaWdIS BEFORE USE. Design valid for use only with MRek® mhileaors. This design Is based only upon parameters shown, and It for an IMMaual building eomponam, no a truss system. Before use, the building designer must verity the appltabikty of design parameters and properly incorporate this design Into the overall bubding daslgn. Bradnp IndleMad le to prevent buckllrtp of IndMdusl truss web and/or dlero members Bay. Addelaal temporary and permanent bracing M iTe k' Is always required for stability and to prevent collapse with possible personal btprry and property damage. For general guidance regarding the fabrication, storage, delivery, erection are bracing of trusses and truss systems, sea ANSVrPII Quality Criteria, 081349 and SCSI Building Componam 6904 Parka East Blvd. Safety Information available from Trust Plate institute. 218 N. Lee West. Suite 312. Alexandria. VA 22314. Tampa. FL 36610 Job Truss Truss Type Oty Ply Perk Sq Hms/Barcelona-2392/LC T13017994 P2392AC B1 SPECIAL 1 Job Reference ioatkmall Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 Mfrek Industries. Inc. Mon Jan 22 11:02:23 2018 Page 1 10:ItiEL2vgrkv4uEJUYC2jFzkfng-XJ6eYRSmRxz[VMslZkCkfuPB85zZSdXZBLzIP Izsq 1 U 1-0-0 4.4.11 5-0.15 8.2.13 12-1-0 t -7 14.5.4 11""1 19.2.4 21-8-4 24-4-0 1-0-0 4 4-11 1-2.4 2-7-15 3-10-3 1.9-12 2-0-0 2.3-0 2A-0 2-7-12 1.Sx4 = 1.5x4 11 5 1.5x4 II Scale - 1:43.1 3x4 = .2x4 11 ex10 = 2x4 11 axe = 2x4 11 2x4 11 axe = 3x4 11 4-4-11 5815 8.2.13 12-1-0 1 •7 14-5.4 I11 1.4 19.2.4 LIZ 24.4-0 14.11 1.2.4 2.7.15 3-10.3 1-9.12 2$-0 2-3-0 28-0 2.7.12 LOADING (psf) SPACING- 2 0 0 CSI. TCLL 20.0 Plate Grip DOL 1.00 TC 0.94 TCOL 10.0 Lumber DOL 1.00 BC 0.74 BCLL 0.0 Rep Stress Incr NO WB 0.96 BCDL 10.0 Code FBC20171TPI2014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 'Except' 6-11: 2x4 SP No.1 aOT CHORD 2x6 SP No.2 'Except' 12-18: 2x6 SP DSS WEBS 2x4 SP No.3'Except' 6-18: 2x4 SP No.2 REACTIONS. (lb/size) 12-1607/0-4-0, 2-144810-8-0 Max Harz 2-187(LC 12) Max Uplift 12=79(LC 12), 2-176(LC 12) Max Grav 12=1972(LC 2), 2-1518(LC 17) DEFL. in (loc) Vdefl Ud Vert(LL) -0.4216-17 >697 360 Vert(CT) -0.80 16-17 >361 240 Horz(CT) 0.06 12 Me n1a PLATES GRIP MT20 2441190 MT20HS 1871143 Weight: 314 lb FT - 20% BRACING - TOP CHORO Structural wood sheathing directly applied or 2-1-8 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2898/684, 3-4=-26311854. 6-7=-1159012868, 7-8=-11590/2868, 8-9=896211904. 9-10=4075f761, 10-11=-4075/751, 11-12=16801305 BOT CHORD 2- 19=778/2579, 18.19=778/2579, 17-18=3038/11202, 16-17=-3126/11496, I S-16=- 1904/8962. 14-15=-190418962. 13-14=-190418962. 12-13-551303 WEBS 6-17-6171223, 7- 16--586/168, 8-15-10281309, 9-14=-32911286, 6-16=335/401, 8-16=-1033/2814. 11-13=-746/4039. 9-13=5268/1235, 4- 18=940/3539. 6- 1 8=9284/2467, 3.18=3391130. 4-6=347111012 NOTES- 1) 2-ply truss to be connected together with IOd (0.131" xX) nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0.9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or ( B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vuh=140mph (3-second gust) Vasd-108mph; TCOL- 4.2psf; BCOL=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) -1-0-0 to 2-0-0. Interior(1) 2-0.0 to 11-11-4, Exterlor(2) 12-1-0 to 15.1-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 8) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 pal bottom chord live load nonconcurrent with any other live loads. 8) ' 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. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12 except (jl=lb) 2=176. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) . The design/selection of such This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Philip J. O'Regan PE No.68126 MITek USA, Ina. FL Carl 4634 6904 Parke East Blvd. Tampa FL 31610 Oat#: January 22,2018 CO2 Y1w" l- VI& design parameters and READ NOTES ON Ties AND INCLUDED A01Elf REFERENCE PAGE 11119.7472 ray. /00112013 BEFORE USE. Design valid for use only with MfTek* conneciors. This design Is based only upon parameters on&". end Is for an frMrMual building component. not a truss "am. Before use. the bu2ding designer must verlry the applicability Of design parameters end property Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Indlvldual truss web and/ or chord members aft. Additional temparary and permanent bracing M iTe k' Is always required for stability and to prevent collapse with possible personal Injuryandpropertydamage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss "ams, sea ANSVrPll Quality CMadp, 08829 and SCSI Building Component 6204 Parka East Bid. Safety Informadon available from Truss Plata InstitNe. 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Tampa. FL 36610 Jab Truss Truss Type Oty Ply Park Sq Hms/Harcelona-2392f_C T13017994 P2392AC B1 SPECIAL 1 2 iall Mkt-Flonda Lumber, MIXON. FL. a. lou a zap tz sv 11 mr i ore amusuiaa, am. mun aan cc 1 vc.ca a io raga s ID:ItiEL2vgrkv4uEJUYC2jFzkfng-XJBaYRSmRxzfVMsi2kCkfupa85z25dXZSLzIP t zsq 1 U LOAD CASE(S) Standard 1) Dead + Root Live (balanced): Lumber Increase-1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-5-60, 6-11=90, 2-12=-20 Concentrated Loads (lb) Vert: 25=706 Q WARNING - Warily, design Paramafarere sad READ NOTES ON THIS AND INCLUDED aaTEK REFERENCE PAGE Ma-74?3 rev. 9&V3 M15 BEFORE USE. Design valid for use only with MtTak® connectors. This design Is based only upon parameters shown, and Is for an IndhMual building component, not a trust system. Before use, the bullding designer must verify, the apparAbisty of design parameters and properly Incorporate this design Into the overall building design. Bracing ind"ed Is to prevent buckling of Individual tone web anmor Nord members onty. Additional temporary and permanent bracing Welk' Is always required for stability and to prevent COUP" with possible personal Injury and property, damage. For general guldanca regarding the fabrkatbn, storage, delivery, erection and bradng of trusses and truss systems, see ANSIRPI1 Quality Criteria. OS049 and BC81 Building Component 6904 Parka East Blvd. Safety Information available from Truss Plate Institute, 216 N. Lee Street. Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq HmslBarcelona-2392A C T13017295 P2392AC 82 SPECIAL 1 2 b e e ao al Mid-Flodda Lumber. Bartow. FL. a.130 s Sep 15 2017 MiTek Industries. Inc. Mon Jan 22 11.02:24 2018 Page 1 ID:IIiEj 2vgrkv4uEJUYC2jFzkFng•7Wgy1nTOCE5c7WRu7Rjzo5yMsVKbg4UjN?ilxTzsglT 1-0-0 5-9.4 11-0-0 12-7-8 14-11-12 175.12 19.2.4 21-8-4 24.40 1-0-0 5-0-4 5 2-72 1.7 8 244 2 8-0 1 8.8 2.8 0 2.7-12 Scale a 1:43.1 5iB - 24 II 4 5 3x4 = du w u ro ra 12 20 II 44 5x10 = 4x4 11 5xe = 2x4 II 2x4 II axe = 3x4 II 1 5-94 ( 11-0-0 12.7.8 i 14-1 17-5-12 i 19.2.4 21-8-4 ( 24 4-0 1 5 94 5 2.12 1-7-0 2 4 4 2 &0 1$ 8 2.8.0 2-7-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip OOL 1.00 TC 0.94 Vert(LL) 0.45 18-17 >650 360 MT20 2441190 TCOL 10.0 Lumber DOL 1.00 BC 0.69 Vert(CT) 0.87 16-17 >334 240 BCLL 0.0 Rep Stress Ina NO WS 0.98 Horz(CT) 0.06 12 n/a n/a BCDL 10.0 Code FSC2017frP12014 Matrix -MS Weight: 301 Ib FT - 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-11-14 oc purlins, BOT CHORD 2x6 SP No.2 *Except' except end verticals. 12-19: 2x6 SP DSS BOT CHORD Rigid ceiling directly applied or 9-IG-1 oc bracing. WEBS 2x4 SP No.3 'Except' 5.17.4-18.6.18: 2x4 SP No.2 REACTIONS. (lb/size) 12-1597/0-4-0, 2-14561"-0 Max Horz 2=324(LC 12) Max Uplift 12=100(LC 12). 2-166(LC 12) Max Grav 12-1993(LC 17). 2-1549(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3046/702, 3-4=2350/542. 6-17- 437/191. 6-7-11474/2937, 7-8=-1147412937. 8-9=8986/2008, 9.10=-4121/818, 10-11-4121/818. 11-12=-16841329 BOT CHORD 2-20-98212813. 18-20=982/2813. 17-18-3332111833, 16-17=-3590112573, 15-16=200818986, 14-15 2008/8986, 13.14=2008/8986, 12-13=-581301 WEBS 3-20=-361380, 3-18=-747/283. 4.18=204217526. 4-6=-6957/2050, 6-18-11674/3135. 7-16=-363/44, 8-15=1006/318, 9.14=-356/1336, 6-16=-12711699. 8-16=99412665. 11-13=-814/4091. 9-13-5211112 75 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9.0 oc, Except member 18- 6 2x4 - 1 row at 0-7-0 oc. 2) All loads are considered equally applied to all plies, except If noted as front ( F) or back (8) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (8), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7- 10: Vuit=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf: BCDL-3.Opsh h=15ft: 8=45ft: L=24ft; eave=oft: Cat. It: Exp 8; Encl.. GCpi=0.18; MWFRS (directional) and C-C Exlerior(2) -1- 0-0 to 2-0-0. Interior(1) 2-0-0 to 11-0.0, Exterior(2) 11.0.0 to 12-5-12, Interlor(1) 12-6-12 to 24-2-4 zone;C-C for members and forces 8 MWFRS for reactions shown: Lumber OOL=1.60 plate grip DOL-1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of Irties to bearing plate capable of withstanding 100 lb uplift at joint(s) 12 except (It -lb) 2=166. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) . The design/selection of such connection device(s) Is the responsibility of others. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Philip J. ORegan PE MAIM MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 22,2018 L0A%WfIAVaS) a69 psrsmsnrs and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE Ara• 7473 rev. fde212016 BEFORE USE. Oealpn valid for use only with Weida, connectors. This design Is based only upon parameters shown, and Is for an Individual building Component, rat a truss system. Before use, the building designer must verify, the applicability of design parameters and property InctuporsU this design Into the overall budding design. Bracing Indicated is to prevent bucgtng a Individual truss web andIor chord members only. Adddlonel temporary end permanent WWI" Welk' is always repuked for stability and to prevent collapse with possible personal Inpdy and property, damage. For general guidance regarding the fabrkatlon, storage, delivery, erection and bracing of trusses and truss systems, ails ANSIRPII Quality CrtteAa, OS842 and SCSI Building Component 6904 Parke Fast Blvd. Safely Information available from Truss Plata Institute. 219 N. Lee Street. Suite 312. Alexandria. VA 22314. Tamps. FL 3WI0 Job Truss Truss Type Dy Ply Park Sq Hms/Barcelona-2392A C T13017995 P2392AC 82 SPECIAL 1 e Reference foolionall Mid -Florida Lumber, Bartow, FL. S.13O S Sep 15 2017 M11ek Industries, Inc. MOO Jan zz I I M224 2015 YBQe z ID:ItiEL2vgrkv4uEJUYC2jFzkFng-7Vv(ylnTOC&V1Ru7Rjzo5yMsVKbg4UjN7ilxTzsg1T LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pin Van: 1-4-60, 4-5=-60, 6-11=90, 2-12=20 Concentrated Loads (lb) Vert: 6=706 AWARMNO - Verh y design paremafrs and READ NOTES ON MS AND INCLUDED MTEX REFERENCE PAGE M67g1 rw. 14011 0Is BEFORE USE. Design valid for use only with UFTar® connaaors. This design Is based only upon premebers Shawn, and IS far an IndkMust building component, not a Inks system. Before use, the building designer must verify the applicability or design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual (MS web andlr tlaM nlamben only. Addslorul temporary and permanent bracing Welk' IsalwaysrequiredforstabasyandtoproverscollapsewonpossiblepersonalInlwityandpropertydamage. For general guidance regarding t fabrication, storage, deMary, reabn are bracing of trusses and wits systems, sea ANSIRPI1 Quality Cdtarla, OS628 and SCSI Building Component 8904 Pane East Bind. Safety Information available from Tens Pula Institute. 218 N. Lida Slyer. Suite 312, Alexandria. VA 22314. Tamps. FL 36610 b Truss Truss Type Oty Ply Perk SitHms/Barcelona-23921_C T13017996 392ACrP2 83 SPECIAL 1 2 re all Mid -Florida Lumber, Barlow, FL. a.130 a Sep 15 2017 MfTek Industries, Inc. Mon Jan ZZ 11:02:20 Zulu Page 1 ID:16Ej_2vgrkv4uEJUYC2jFzkFng-TiDKz7UOzYDTkg05h9FCK1UXTvfvZYGsbfSrTwzsq 1 S 1JA0 4-9 4 9-0-0 12.7.8 14-11-12 17.5-12 19.2.4 21.8 4 24-4-0 1-0-0 4.9.4 4.2.12 3.7-8 2Z 243-0 1.8.8 26-0 2.7.12 4x8 = 4 24 1.5x4 II 25 5 Scale - 1:43.3 3x4 = 2.4 II 8x10 = 4x4 II 5x8 = 2x4 II 2x4 11 axe = 3x4 11 LOADING (psf) TCLL 20.0 TCOL 10.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.00 Lumber DOL 1.00 Rep Stress Ina NO Code FBC2017rTP12014 CSI. TC 0.96 BC 0.75 WB 0.95 Matrix -MS DEFL. Vert(LL) Vert(CT) Horz(CT) In (loc) Ildefl L/d 0.42 16-17 >699 360 0.80 16-17 >361 240 0.06 12 n/a n/a PLATES GRIP MT20 244/190 Weight: 295 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing direly applied or 1-11-5 oc purlins, BOT CHORD 2x6 SP OSS -Except- except end verticals. 2-18: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3'Except* 6-18: 2x4 SP No.2 REACTIONS. (lb/size) 12=1597/0.4.0, 2=1456/041-0 Max Horz 2=263(LC 12) Max Uplift 12=-90(LC a). 2-178(LC 12) Max Grav 12-1981(LC 17). 2=1 547(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2988/757, 3.4=-2716r703, 6-17--507/205, 6.7-11386/2822, 7.8=1138612822. 8.9=8918/ 1931, 9.10--4095r788, lO-1 l-4095n88, 11-12=-1674/318 BOT CHORD 2- 19=-96312751. 18-19=-96312751. 17-18=-3207/11635, 16-17-3415/12316, 15-16=-1931/ 8918, 14-15=1931/8918, 13.14-1931/8918, 12-13-56/299 WEBS 3.18= 354/158, 4-18=-870/3322, 4-6=3259/992, 6-18=9508/2471, 9-14=-341/1325, 8-15=1007/ 308, 7-16=-342138, 6-16-1173/634, 8-16=955/2643, 11-13-784/4065, 9.13=-5165/ 1224 NOTES- 1) 2- ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7.0 oc. Bottom chords connected as follows: 2x6 - 2 rows Staggered at 0.9-0 oc. Thisitem has been Webs connected as follows: 2x4 - I row at 0-9-0 or.. electronically signed and 2) All loads are considered equally applied to all plies, except If noted as front (F) or back (8) face in the LOAD CASE(S) section. Ply to sealed by ORegan, Philip, PE ply connections havebeenprovidedtodistributeonlyloadsnotedas (F) or (B), unless otherwise Indicated. using a Digital Signature. 3) Unbalanced rooflivebadshavebeenconsideredforthisdesign, 4) Wind: ASCE 7-10; Vul1=140mph (3-seoond gust) Vasd=108mph: TCOL=4.2psf; BCOL=3.0psf; h=15ft: 8=45R: L-24ft: eave=oft; cat. Printed copies of this It: Exp 8: Encl.. GCpl=0.18: MWFRS (directional) and C-C Exterior(2) -1-0.0 to 2-0-0, Interior(1) 2-0.0 to S-0.0. Exterior(2) 9-0-0 to document are not considered 12-0.0. Interior(1) 12-5-12 to 24-2.4 zone:C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL-1.60 plate grip signed and sealed and the orov 5) Provideide adequate drainage to prevent water ponding. Signature must be verified 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. on any electronic copies. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide Philip J.ORegan PE No.66126 will fit between the bottom chord and any other members. Wak USA, Inc. FL Cart 6634 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12 except at=1b) OU Parke East Blvd. Tampa FL 33610 2=1713. Date: 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) . The design/selection of such January 22,2018 connection device(s) Is the responsibility of others. LO ,WN1rllKWVwnpn P. ramataraand READ NOTES ON fries AND INCLUDED a07EK REFERENCE PA E M0-7173 r«. 1d03r70fa BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based orgy upon parameters shown, and is for an Individual building component, not a truss System. Before use, the building designer must verily the applicability of design parameters and property Incorporate this design Into [he overall building design. Bracing indicated Is to prevent buckling of Individual trust web andfr chord members only. Additional temper" and permanent bracing M iTe k' Is always requltedforstabilityandtopreventcollapsewithpossiblepersonalInjuryandpropertydamage. Far general guidance regarding the tabricatlo t. Storage, delivery, erection and breWlp of trusses and truss systems, sea ANSUTPIt Quality Criteria, OS842 and SCSI Building Component 6904 Parka Fast Bind. Safety Information avallable from Truss Plata Institute, 218 N. Lee Street, Sues 312. Alexandria, VA 22314. Tampa, FL 38610 Job Truss Truss Type Oy Park Sq Hms/Barcelone-2392A CJPIY T13017998 P2392AC B3 SPECIAL 1 n Referenceo i a Mid-Flodda Lumber, Bartow, FL. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase-1.00, Plate Increase-1.00 Uniform Loads (pin Vert: 1-4-60, 4-5=-60, 6-11=90, 2-12=-20 Concentrated Loads (lb) Vert: 6--706 a.t3o s sap 15 zon mtrek inaustnes, inc. mon Jan zz 1 i:oz:za zota rape z ID:I(iEL2vgrkv4uEJUYC2jFzkFng-TiDKz7U0zYDTkp05h9FCKIUXTvfvZYGsbfSrTWcsq IS AWARNINO - Verify deafen parameters and READ NOTES ON TNIS AND INCLUDED MITEK REFERENCE PAGE af0.7473 rev. 14MMOIS BEFORE USE. Design valid for use only with MfTak® connectors. This design Is based only upon parameters the". and Is for an Individual building component, not a truss "am. Before use, the budding designer must verity the applicability of design parameters and property Incorporate this design Into the overall budding design. Bracing indicated Is to prevent buckling of Individual trust web and/or Chard members only. Additional temporary and permanent bracing M iTe k' Is always requited far debility and to prevent collapse with possible personal Injury and property damage. For general guidance regarding nil fabrication, storage, delivery. erection and bracing of trustee and truss systems, sea ANSVTPII Quality Criteria. DS842 and SCSI Building Component 9904 Parke East Blvd. Safety Infonmadon available ham Tens Plate Institute. 218 N. Lae Street. Suda 312. Alexandria, VA 22314. Tempe, FL 36810 Job Truss Truss Type oty Ply Park Sq HmwBarcelona-2392A_C T13017997 P2392AC B4 SPECIAL 1 Reference (oi Mid- Flodda Lumber. Bartow, FL. e.130 s Sep 15 2017 mTek Inaustnes. Inc, mon Jan 22 11:62:26 Zults rage 1 ID: IUEj_2vgrkv4uEJUYC2ifzkfng-yuniATVeksLKMpbHFsmRtW 1IbJ_xl2K9gJBPOMzsq 1 R 1 3.9.4 i 7-0-0 9.11$ ( 12.7.6 i 14.11-12 i 17.5.12 1 ta2 21•fL4 24.4-0 1- 0-0 3.9.4 3.2.12 2.11.8 2.8.0 2r1 2A•0 1•B-8 2$-0 2-7-12 Scale - 1:43.3 4x6 = 4x6 = 2x4 II 4 25 5 28 a 3x4 = 2.4 II 3x4 = 4x6 4x4 II Sx8 = 2x4 11 2x4 11 6xIO = 3x4 II 700 = 1 3- 9.4 1 7-0-0 9-11 8 12.7-8 i 14.11.12i 17-5-12 19.2-4 1 21.8.4 1 244-0 3- 9 3.2-12 2.11•B 2-8-0 2.4.4 2.8-0 tA-B 280 2.7-12 LOADING ( psf) SPACING- 2 O-0 CSI. TOLL 20.0 Plate Grip COL 1.00 TC 0.92 TCDL 10.0 Lumber DOL 1.00 BC 0.83 BCLL 0.0 ' Rep Stress Incr NO WWB 0.77 BCDL 10.0 Code FBC2017frP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 *Except' 7- 12: 2x4 SP No.1 BOT CHORD 2x6 SP OSS 'Except' 2. 20: 2x6 SP No.2 WEBS 2x4 SP No.3'Except' 6. 18.7-19,7-17,9-17,12-14,IG-14: 2x4 SP No.2 DEFL. In (loc) VdeB Ud Vert( LL) -0.42 17.18 >687 360 Vert( CT) -0.8217-18 >355 240 Harz( CT) 0.07 13 n/a n/a PLATES GRIP MT20 2441190 Weight: 446 lb FT - 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-1-9 Do puffins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. ( lb/size) 13-2529/0-4-0, 2=2354A)41-0 Max Horz 2=202(LC 8) Max Uplift 13-341(LC 5). 2=446(LC 8) Max Grav 13=3512(LC 2), 2-2376(LC 2) FORCES. ( lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4910/871, 3-4- 47081875, 4-5=5375/945, 5.6=-337/33, 7-18=161/317, 7- 8=18798/2775, 8-9 18798/2775, 9-10=-14658/1864, 10-11--6849/755, 11- 12=-W49/755,12-13=-26851299 BOT CHORD 2-22--921/4371, 21-22=-92114371. 19-21-86314198, 18-19=-3139/18876, 17- 18-3316119968. 16-17-1864114658, 15-16-1864114658. 14-15-1864114658. 13-14=-491464 WEBS 3-21- 283169. 4-21- 711502. 4-19-232J1843. 5-19-770/4820, 5-7-711811291, 7-19-14443/2278, 7-17=- 2256/579, 9.16-1503/309, 9.17-976/4758, 10-IS-321/2328, 12-14-75616838. 10-14=-836411188 NOTES- This item has been 1) 3-ply truss to be connected together with 10d (0.131~xX) nails as follows: electronically signed and Top chords connected as follows: 2x4 - 1 row at 0-7-0 Oc. sealed by ORegan, Philip, PE Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 oc. using a Digital Signature. Webs connected as follows: 2x4 - 1rowat0-9-0 oc. 2) All loads are considered equally applied to all plies, except If noted as front (F) or back (B) face In the LOAD CASE(S) section. Ply to Printed copies Of this ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. document are not Considered 3) Unbalanced roof live loads have been considered for this design. Signed and Sealed and the 4) Wind: ASCE 7-10: Vuk- 140mph (3-second gust) Vasd=108mph; TCDL=4.2psh BCDL-3.Opsf; h=15ft: B-45ft; L=24ft; save=4ft; Cat. signature must be verified If: Exp e: Encl., GCpl=0.18; MWFRS (directional): Lumber DOL=1.60 plate grip DOL-1.60 On any electronic Copies. 5) Provide adequate drainage to preventwaterponding. Philip J. URegan PE No.66126 6) This truss has been designedfora10.0 psf bottom chord live load nonooncurrenl with any other live loads. MITek USA, Ina. FL Cori 4634 7) ' This truss has been designedforaliveloadof20.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. 6904 Parke East Blvd. Temps FL 336f0 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (It=lb) Dale: 13-341, 2=446. January 22, 2018 Q WARNING • Varlly design pamreafara and READ NOrES ON TNIS AND INCLUDED AdrEK REFERENCE PA E MIf-7472 rev. I0ON2015 BEFORE USE. Design valid for use only with MfTakle connaetora. This design Is based only upon parameters Shown, and is for an Individual bulding component, not a truss system. Before use, the building designer must vetiy the applicability of design parandterl and properly Incorporate this design Into the overall buildup design. Smdng Indicated IS to buckling of Individual trust web andror chard members only. Additional temporary and p6mumam bracing M iTe k' prevent la Ways required for Stabilityand to prevent collapse with possible personal Injury and property damage. Fa general guidance regarding the fatirkMion, storage, delMry. eredion and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, OSB•ee and SCSI Building Component 6204 Parke Fast Blvd. safety Information available from Truss Plate Institute, 2te N. Lee Street, Sulu 312. Alexandria. VA 22314. Tampa. FL 36610 Job Truss Truss Type Qty Ply Park Sq Hms/8arcelone-2392A C T13017997IP2392AC84SPECIAL1 oallo Mkt-Ftodda Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 22 11:02:26 2018 Page 2 I0:IGEL2vgfkv4uEJUYC2jFzkFn(I-yuNATVekGLKMpbHFsmRt Wt ibJ_xl2K7gJBPOMzsq 1 R NOTES- 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 189 lb down and 204 lb up at 7-0-0, and 97 lb down and 106 lb up at 9.0-12. and 97 lb down and 106 lb up at 11-0-12 on top chord, and 327 lb down and 97 lb up at 7-". 66 lb down at 9.0.12.88 lb down at 11-0-12. 344 Ib down at 14-9-12, 344 Ib down at 16-9.12. 344 lb down at 18-9-12, 344 Ib down at 20-9-12. 344 lb down at 22-9-12, and 354 lb down at 24-2-4. and 1136 lb down and 201 lb up at 12-9-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase-1.00 Uniform Loads (ply Vert: 1-4=-60. 4.8=-60, 7-12=75, 2-13-20 Concentrated Loads (lb) Vert: 4=-142(8) 7--460 13=-89(8) 20=41(8) 21L327(8) 17s79(B) 25=97(8) 26=97(8) 29=-41(8) 30=1021(F) 31=79(B) 32=79(8) 33=-79(B) 34--79(B) QWARNINO - Verify daslgn parameters and READ NOTES ON TOGS AND INCLUDED MITEK REFERENCE PAGE aa1.7473 rev. 180=015 BEFORE USE. wwww Design valid for use only with MiTakS, connectors. This design Is based only upon parameters shown, and le for an Individual bulldirlg component, not a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design Into the overact building design. Bracing Indicated Is to prevent budding of Individual truss web and/or Ned members only. Additional temporary and permanent tvwJng M ITek' Is always required for stability and to prevent collapse with possible personal dory are property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, sae ANSVTPII Quality Crtterts, 08848 and SCSI Building Component GON Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lea Street, Suite 312. Alexandria, VA 22314. Tampa. FL 36810 Job Truss Truss Type Oty Ply Park Sq Hms/Barcelona-2892A C T13017998 P2392AC C1 COMMON 1 1 b Reference factional) Mid-Flodda Lumber, Bartow, FL. S.130 s Sep 15 2017 Mrrek Industries, Inc. Mon Jan 22 11:02:27 2018 Page 1 ID:ItIEL2vgrkv4uEJUYC2ifzkFng-OSLSOpVGV9TB_zAToaHgPja721M4IdP93zxyYozsg10 1-0-0 I 5-94 11-0-0 I 10.2-12 j 22.0-0 _, " 1-0 0 5-9-45.2.12 5.2.12 5.9.4 t-0-0 4x4 = Scale - 1:38.5 11 3x4 = 3x4 = 3x4 = 3x4 = 30 = 7.8-3 8.11.11 7.8.3 LOADING (psf) SPACING- 2-" CSI. DEFL. In (roc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.07 10-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.18 10-13 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.20 Horz(CT) 0.04 6 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Weight: 101 Ib FT - 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-5-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-11-14 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=940/0-8-0, 6=940/0.8-0 Max Horz 2=-115(LC 10) Max Uplift 2=252(LC 12), 6=252(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=15251468, 3-4=1367/470, 4.5-1367/470, 5-6=-15251468 BOT CHORD 2-10=-32611328, 8.10=151/876, 6-8=-344/1328 WEBS 4-8= 1571526. 5-8=3401203. 4-10 =157/526, 3-10=340/203 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult-140mph (3-second gust) Vasd=108mph; TCDL-4.2psf; BCDL=3.0psf; h-25ft: B=45ft: L-24ft: eave=4ft; Cat. II; Exp 8; Encl.. GCpl=0.18: MWFRS (directional) and C-C Exterior(2) -1-0.0 to 2-0-0, Intertor(1) 2-0-0 to 11-0-0, Exterlor(2) 11-0-0 to 14-0-0 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL-1.60 plate grip DOL-1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) 2=252, 6= 252. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Philip J. O' Regan PE No.68126 Milk USA, Inc. FL Cart $934 6901 Parke East Bhd. Temps FL 33610 Date: January 22, 2018 WARNING - Verily design parameters end READ NOTES ON TIAS AHD INCLUDED AOTEK REFERENCE PAGE Ala-7473 rev. 100=015 BEFORE USE se - Design valid for use only with Mfrekib connector*. This design Is based only upon parameters shown, and to for an Individual budding component, notMF s truss "am. Before use, the budding designer must verily the appilobli y of design parameters and property Incorporate this design Into the overall design. Bracing indicated Is to prevent buckling of Individual truss web andfor gam members only. Additional temporary and permanent bracingM iTe k' Is always requiredforstabilityandtopreventcollapsewithpossiblepersonalInjuryandpropertydamage. For general guidance regarding the raMkatlori storage, delivery, erection and bracing or trusses and truss systems, idea ANSVTPII Quality Criteria, 08649 and SCSI Building Component 8004 Parka East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street, Bud& 312. Alexandria. VA 22314. Tampa, FL 36610 Truss Truss Type Oy Py Park Sq HmslBareelona-2392A_C T13017999 ob 2392AC C2 HIP 1 1 b Reference Mid-Flodda Lumber, Bartow, FL. 8.130 a Sep 15 2017 MiTek Industries, Inc. Mon Jan 22 11:02:28 2018 Page 1 ID:IUEL2vgrkv4uEJUYC2iFzkFng-uHvTb9wuGTb 1 b7lgMHovyx6808gym5zlldgV4Fzsq 1 P 1-0-0 , 4.9 4 9-0-0 13-0 0 17.2.12 22-0-0 t t-0-0 4-9.4 - 4.2.12 4-0-0 4-2-12 4.9.4 04 = 19 20 4xB = Scale = 1:39.1 4x4 = 3x6 = 3x4 = 3x4 = 4x4 = LOADING (pan TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SPACING- 2-04) Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017frP12014 REACTIONS. (lb/size) 2=940/0-8-0, 7-940/"-0 Max Horz 2=-96(LC 10) Max Uplift 2=252(LC 12), 7=-252(LC 12) CSI. DEFL. in loc) Well Ud PLATES GRIP TC 0.48 Vert(LL) -0.16 9.17 >999 240 MT20 244/190 SC 0.73 Verl(CT) -0.34 9-17 >781 180 W8 0.18 Horz(CT) 0.04 7 We 1119 Matrix -MS Weight: 108 lb FT - 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-4-5 oc puffins. BOT CHORD Rigid ceiling directly applied or 8-8-15 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1547/578, 34=1237/462, 4-5-10541459. 5-62-12371462. 6.7-15471578 BOT CHORD 2-11=-44611364, 9-11=255/1054, 7-9=-45311364 WEBS 3-11-3601226. 4-11=-741339, 5-9=67/339, 8-9=361/226 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult-140mph (3- second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsh h=25ft; 8=45ft; L-24ft; eave=oft; Cat. It: Exp B; Encl., GCpi=0.18; MWFRS ( directional) and C-C Exterior(2) -1-0-0 to 2-". Interior(1) 2-0-0 to 9-0-0, Exlerior(2) 9-0-0 to 13-0-0. Interior(1) 17-4-11 to 23-0.0 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 nonconcurtent with any other live bads. 5) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-64) 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 (P=lb) 2=252, 7-252. AWARNING • Verily design pararnerars and READ NOTES ON Ties AND INCLUDED aWrElf REFERENCE PAGE 11014472 raw. raMMOra BEFORE USE. Design valid for use only with MRekS connectors. This design Is based only upon parameters shown• and Is tar an Individual building component, net a truss "am. Before use, the building designer must verily the applk-Ablli y of design parameters and property Incorporate this design Into the overall Oueding design. Bracing Indicated IS to prevent buckling of IndIVldual truss web and/or Chard members only. Additional temporary and pehnanerd bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, dalWary. erection and bracing of trusses and truss systems, ua ANSVTPII Quality Criteria, OSBde and SCSI Building Component Safety IMennallon available ham Truss Plata Insiltaa. 218 N. Lee Steam. Suaa 312. Alexandria, VA 22314. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Philip J. aRegan PE N6.66126 61iTak USA, Ina. FL Cart 46U 6904 Parke East Blvd. Tampa FL 211610 Oat#: January 22.2018 M!Tek' 6004 Parka East Blvd. Tampa. FL 36610 Job Truss Truss Type Perk Sq Hms/Bareelona-2392l_C Tt3018000 P2392AC C3 HIP 10ty1 IPly 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 Well industries, Inc. Mon Jan 22 11:02:29 201e Page 1 ID:ItiEL2vgrkv4uEJUYC2ifzkFng-MTTmVXW 1 njuDHKsw?J8VBIKnVrR7WgSWH03dhzaq 1 O r -1 3 9 4 ( 7-0-0 15-0-0 ( 18 2-12 I 22-0-0 ) 234 1-0-0 3.9.4 3.2-t2 4-0-0 4-0-0 3.2.12 4x4 = 4x4 = 3x8 = 4 20 21 5 22 23 3x8 = 1.1.4 II 4x4 4x4 = 3x8 Scale = 1:39.1 4x4 = LOADING (psf) SPACING- 2-0.0 CSI. DEFL. In loe) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(L-) -0.12 12 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.24 12 >999 180 BCLL 0.0 Rep Stress Ina NO W8 0.33 Horz(CT) 0.09 8 n1a n/a SCOL 10.0 Code FBC2017frP12014 Matrix -MS Weight: 112 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-7 oc punins. BOT CHORD 2x4 SP No.2 80T CHORD Rigid calling directly applied or 6.8-13 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2-1616/0-8-0, 8-1616/0.8-0 Max Harz 2=-77(LC 6) Max Uplift 2=486(LC 8). 8=-486(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORO 2-3=-30741910, 3-4=2873/862, 4.5-2564/802, 5-6=2564/802, 6.7=2873/862, 7-8=30741910 80T CHORD 2-13=-744/2720, 12-13--772/2898, 10-12-772/2898, 8-10=-744/2720 WEBS 3-13--268/105, 4-13=-177/876, 6-13=-503/168. 5.10=-503/168. 6.10=-177/876, 7-10=-268/105 NOTES- 1) Unbalanced roof live bads have been considered for this design. 2) Wind: ASCE 7-10: Vult-140mph (3-second gust) V8sd=108mph: TCDL=4.2psh, BCOL=3.Opst: h-25ft; 8=45ft; L=24ft; eave=oft; Cat. It: Exp B: Encl., GCpi=0.18: MWFRS (directional); Lumber DOL-1.60 plate grip DOL-1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3.6-0 tall by 2.0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (it=1b) 2=486, 8-486. 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 7-0-0, 97 lb down and 106 lb up at 9-0-12,97 lb down and 106 lb up at 11.0-0, and 97 lb down and 106 lb up at 12-114. and 189 lb down and 204 lb up at 15.0-0 on top chord, and 327 Ib down and 97 lb up at 7410. 66 lb down at 9-0-12, 66 lb down at 11-0-0, and 66 lb down at 12-114, and 327 lb down and 97 lb up at 14-114 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (plf) Vert: 14=60, 4-6=-60, 6.9=-60, 14-17-20 Concentrated Loads (lb) Vert: 4=142(F) 6=-142(F) 13=327(F) 12=-41(F) 5-97(F) 10-327(F) 20--97(F) 23=-97(F) 24- 41(F) 25=41(F) This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Philip J. O'Regart PE No.58128 MITak USA, Inc. FL Carl4834 6904 Parke East Blvd. Tampa FL SU10 Date: January 22,2018 Q WARNING • Verity design parameters and READ Nones ON TNIS AND INCLUDED WTEK REFERENCE PAGE Ma-7473 rw. 1dWA1018 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building cemponetd, not mlatrusssystem. Before use, the building designer must verify the applicabilityof design parameters and property fneorparats this design Into the Overall building design. Sradng Indicated Is to budding of Individual truss web andror chord members only. Additional temporary and permanent bracing M!Te k' prevent Is always rAulred for stability and to prevent collapse with possible personal Injury and property damage. Fa general guidance regarding the is Ion. storage, delivery, erection and bracing of ltusses and truss Systems, No ANSVTPII Quality Criteria, OSS49 and SCSI Building Component 8901 Parka Fast SM. Safety Infomtatlon avallable from Truss Plate Institute. 218 N. Lee Street. Sues 312. Alexandria. VA 22314. Tampa. FL 36610 b Truss Truss Type Oty Ply Park Sq Hms/Barcelona-2392ACT13018001 2392AC C4 HIP 1IP0Reference Mtd-Flonda Lumber, IdanOW, I-L. O.IOu d asp to au 11 71 r.a muusuroa, rna. mutt ran cc I cuc.ou cu rut ray. r ID:16EL2vgrkv4uEJUYC2jfzkfng-qg 1 DOrY9o4drRv2UigN 1 MBP6wP6Ethblxec97zsq 1 N 1-0-0 3.10.12 7-3-0 11-" 14-9-0 18.1-4 22-0-0 14)-0 3-10.12 34.4 3-9-0 3.9-0 3.4.4 3-10.12 SxBMTISKS = 1.Sx4 11 5 15 5x6 WIT ISHS = Sweet - I:36.1 4xl2 4 3xB II SAS = 7x8 = Me = 3xB 11 4x12 LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017frPI2014 CSI. TC 0.83 BC 0.56 WB 0.68 Matrix-S DEFL. In (loc) Ude0 L/d Vert(LL) -0.18 11 >999 240 Vert(CT) -0.3510-11 >750 180 Horz(CT) 0.08 8 We We PLATES GRIP MT20 2441190 MT18HS 2441190 Weight: 264 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP N0.2 TOP CHORD Structural wood sheathing directly applied or 2-7-6 oc pudins. BOT CHORD 2x6 SP DSS BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 8=7254/0.5.8, 2=5011/0.3.8 Max Horz 2-78(LC 7) Max Uplift 8=-1829(LC 8), 2=-1355(LC 8) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1026812708, 3-4-10296/2757. 4-5-10617/2801, 5.6-10617/2801, 6-7 -10651 /2751. 7-8=-1286213257 BOTCHORD 2-13=-2375/9101, 12-13=-2375/9101, 11-12-2403/9304, 10.11-2397/9644, 9-10=-2855/11379,8-9=2855/11379 WEBS 3-12=307/244. 4-12-86913077. 4-11--411/1889, 6-11=-414/1419, 6.10=-860/3554, 7-10--2146/561, 7-9=453/1992 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0.7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0.5-0 oc. Webs connected as follows: 2x4 - 1 row at 0.9-0 ec. 2) All loads are considered equally applied to all plies, except N noted as front (F) or back (13) face In the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live bads have been considered for this design. This item has been 4) Wnd: ASCE 7-10; Vult=140mph (3-Second gust) Vasd=108mph; TCDL=4.2psf; BCDL-3.0psf; h-25ft; B=45ft; L=24ft; eave=4ft; Cat. electronically signed and 11; Exp B; Encl.. GCpI=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip OOL-1.60 sealed by ORegan, Philip, PE5) Provide adequate drainage to prevent water ponding. In Digital Signature. using a 9 96) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Printed Copies Of this 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2.0-0 wide document are not considered will fit between the bottom chord and any other members. signed and sealed and the 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (lt=1b) gsi nature must be verified8=1829, 2=1355. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2176 lb down and 679 lb up at on any electronic copies. 7.0-12, 1171 Ib down and 313 Ib up at 9-0.12. 1187 lb down and 307 lb up at 11-0.12. 1187 lb down and 307 lb up at 13-0.12, Philip J. aRegan PE No.68126 1187 lb down and 307 lb up at IS.", 1187 lb down and 307 lb up at 16.11-4, and 1186 lb down and 307 lb up at 18-11-4, and Wak USA, Inc. FL Cad 663/ 1186 lb down and 307 lb up at 20.11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of 660a Parke East Blvd. Tampa FL 33610 others. Date: January 22,2018LOADCASE(S) Standard AWARNING. Vardy design pararnafers and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE 1111114473m. 14AIWOIS BEFORE USE. Design valid for use only with MITeka connectors. This design 12 based only upon parameters shown, and Is for an Individual budding component, not a truss system. Before use, the building designer mutt verily the applicability of design parameters and property Incorporate this design bed the overall buddhp design. Bracing indicated IS to bucklirq of Individual truss web and/Of Cord members only. Addslonal temporary lino pemunard bracing iTe k' prevent Is always required for stability and to prevent collapse with possible personal I*ri and properly damage. Fat general guidance regarding the M fabrication. Storage, delMry, erection and bracing of trusses and truss systems, abe ANSIRP11 Quality Criteria. 056.82 and SCSI Building Component 6904 Parka East Blvd. Safety Information available from Truss Plate Institute, 21a N. Lee Street. Suite 312, Alexandria. VA 22314. Tampa, FL 36610 Job Truss Truss Type 0ty Ply Park Sq HmslBarcelone-2392l_C T13018001IP2392ACC4HIP1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL. 8.130 S Sep 15 2017 MTek industries, Inc. Man Jan 22 11:02:30 201B Page 2 10:IGEj 2vgrkv4uEJUYC2jFzkfng-gg100rY9o4drRv2U!gN1MBP6wP6Ethblx9c97zsglN LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (plf) Vert: 1-4-60, 4-6=-60. "-60, 2-8-20 Concentrated Loads (lb) Vert: 11=1187(8) 16=2176(8) 17=1171(8) 18=-1187(B) 19=1187(8) 20=-1187(8) 21 1186(8) 22-1186(8) QWARNINO - Verify design paramafera and READ NOES ON TNIS AND INCLUDED AOTEK REFERENCE PAGE A11I.7Q2 rev. f0 a2/2016 BEFORE USE. Design valid for use only with Mfiek® 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 varl y the appllntNlty of deep parameters and properly Incorporate this demon Into the overall Oudding design. Bracing indicated Is to prevent buckling of Individual ass web and/or chard members only. Additional temporary and permanent bracing M iTe k' Is always fe ulred 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, we ANSIRPII Quality Criteria, OSS46 and SCSI Building Component SOW Parke East Bind. Safety Information available from Truss Plata Institute, 218 N. Lee Street, Subs 312. Alexandria, VA 22314. Tampa, FL 36610 b Truss Truss Type oty Py Park Sq Hms/Bamelona-2392ACT13018002I392ACrP2IcsHIP11 Job Reference I - Mid-Flodda Lumber, Barlow, FL. a.13o s Sep 15 zon MZek Industries, Inc. Mon ,Ian zz 11:oz:j1 zola Rage 1 ID:10E(_2vgrkv4uEJUYC2jfzkfng-IsbbDBYn20_cSbTE1PLcaZk1LKIizSpl bvAhZzsgIM 1-0-0 6-04 11-0-0 18.0-0 22.0.0 23-0-0 1-0-0 6-0-0 5-04 5-04) a" 1-0-0 4x8 = 4x8 Scale - 1:39.1 3x4 = tx4 II 3x8 = 3x4 = tx4 II 3x4 = f1-0-0 11-0-0 16-0-0 22-0-0 j 8-0-0 I 5-0-0 5-0-0 6-0-0 LOADING (pat) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 TCDL 10.0 Lumber DOL 1.25 BC 0.53 BCLL 0.0 ' Rep Stress Inv YES WB 0.17 BCOL 10.0 Code FBC2017rrP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=94010-3-8, 6=940/0-3.8 Max Harz 2=67(LC 11) Max Uplift 2-252(LC 12), 6=252(1-C 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1627/526. 3-4=-1616/614, 4-5=16161614. 5.6=1527/529 BOT CHORD 2-11=-36811301. 10-11=367/1308, 8-10-378/1308. 6-8=378/1301 WEBS 3- 10=-140/455, 4-10=327/169, 5-10-141/455 DEFL. to ( loc) Udell L/d PLATES GRIP Vert(LL) - 0.06 10 >999 240 MT20 244/190 Vert(CT) - 0.13 11-14 >999 180 Horz(CT) 0.04 6 n/a n/a Weight: 99 lb FT - 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0- 14 oc purlins. BOT CHORD Rigid telling directly applied or 9-1-3 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; SCOL-3.0psf; h=25f1: 8=45ft; L=248; eave=411; Cat. II; Exp 8; Encl.. GCpi=0.18: MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0. Interior(1) 2-0-0 to 6-0-0. Exterlor(2) 6-0-0 to 20-2- 15, Interior(1) 20-2-16 to 23-0.0 zone:C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL= 1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 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 jolnt(s) except at -lb) 2=252, 6=252. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Philip J. Uhgan PE No.68126 MITak USA, Inc. FL Cart IOU 6604 Peke East BMd. Tampa FL 33610 Date: January 22, 2018 WARNING • Verity design parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PACE 1116.7472 rev. I&V2401e BEFORE USE. Oeslgn valid for use only with MITek® Connectors. This design Is based only upon parameters shown, and Is for an Individual Wilding Component, not a truss system. Before use, the buadblg designer must verify the applicability of design parameters and properly Incorporate this design Into the overall Wilding design. Brsang Indicated Is to prevent buckling at Individual truss web arafor chord members only. Additional temporary and permanent bracing M iTek' is alwaysrequiredforstabilityandtopreventCollapsewithpossiblepersonalInjuryandpropertydamage. For general guidance regarding the fabrication, storage, delivery, erealOn and bMdng of trusses and truss syuema, sae ANSIRPII Duality Criteria, 08849 and BCSI Building Component 6904 Parke Eau Blvd. 8sfory Intor stlon available from Truss Plate Inslitula, 216 N. Lea Street. Suite 312. Alexandria, VA 22314. Tampa, FL 36810 b TrussTruss Type oy PlyParkSqHms/Bareelona•2392A CT13018003 392ACrP2 CB HIP 1 11 Job Reference (optional) Mid•Flodda Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 22 11:02:32 2018 Page 1 ID:IUEj_2vgrkv4uEJUYC2jfzkfng•m29 RWZPKi8T4k2Rb7trSnHpSIOBippuCFejDOzsg1L 1 0-0 , 5-" 9-0.9 12.11-7 1744 22-0-0 , 23-04) 10 5-0-0 4 0 9 3-10.13 4-0.0 S." 1-0 0 4xe = 1.Sx4 II THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. 3x4 = 4x8 = e M r 3 4 18 19 5 20 a 4x4 = 2x4 II 4x8 = 8x8 - 4x4 = 2x4 11 3x8 = Scale a 1:39.1 5-0-0 9-0-9 12-11.7 17.0.0 22-0-0 5-0-0 4.0-9 3 10.13 I 4-0-9 I 5-0-0 Plate Offsets 1X Yh f20G-2-8 Edoel f3g-5.12 0.2-01 16 0-5.8 0-2-01 f7,0-3-00.1-51 LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. In (loc) Uden Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Ven(LL) 0.16 10-12 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.84 Ven(CT) 0.31 10-12 >847 180 SCLL 0.0 Rep Stress Incr NO WB 0.57 Horz(CT) 0.06 7 We n/a BCDL 10.0 Code FBC20171TP12014 Matrix -MS Weight: 121 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-1 oc purling. BOT CHORD 2x6 SP NoA 'Except' BOT CHORD Rigid ceiling directly applied or 7-2-3 oc bracing. 7- 11: 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. ( lb/size) 2=137110.3.8, 7=1569/0-3.8 Max Harz 2.58(LC 7) Max Uplift 2-398(LC 8), 7=-476(LC 8) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3-2590n12, 3-4-3499/1048. 4-5=3499/1048. 6-6=-378511136, 6.7-3053/892 BOT CHORD 2-13-57512265, 12-13-573/2274, 10-12=1051/3785, 9-10=720/2704, 7-9=-714/2678 WEBS 3-12=-477/1507, 6.12=371/220, 6-10--397/1337, 6.9-1011428 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vu@=140mph (3-second gust) V8Sd=108mph; TCDL=4.2psh BCOL-3.Opsf; h-25ft; 8=45ft; L-24ft; eave=oft; Cat. II; Exp B; Encl.. GCpI=0.18: MWFRS (directional): Lumber OOL=1.60 plate grip DOL-1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 pal bottom chord live load naneoncurrent 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 100111 uplift at joint(s) except at -lb) 2= 398, 7=476. This item has been 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 51 lb down and 77 lb up at electronically signed and 13- 0-12, and 51 lb down and 77111 up at 14-3-4 on top chord, and 577 lb down and 197 lb up at 11-0-12, 36 lb down at 13-0-12. Sealed by ORegan, Philip, PE and36lbdownat14-3-4, and 329 lb down and 145 lb up at 16-3.4 on bottom chord. The designiselection of such connection using a Digital Signature. device(s) Is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the lace of the truss are noted as front (F) or back (8). Printed Copies of this document are not considered LOAD CASE(S) Standard signed and sealed and the 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate lncresse=1.26 signature must be verified UniformLoads (plf) Vert: 1-3-60. 3-6=60, 6.8=-60, 2-7=-20 on any electronic copies. Concentrated Loads Philip J.0'Regan PE No.68124 Vert: 5=51(F) 10=26(F) 20=51(F) 21=577(F) 22=28(F) 23=329(F) MITak USA, Inc. FL Cert 46U 6904 Parke East Blvd. Tampa FL 33610 Date: January 22,2018 Q WARNING . Verify design parameters and READ NOTES ON INS AND INCLUDED MITEK REFERENCE PA E MIP7472 rw. IOO102016 BEFORE USE. weses 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 verlfy the applicability of design parameters and property Incotporste this design Into the weraa building design. Bracing Indicated is td prevent bucMing of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek' Isahraysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding me fabrication, storage, danvery, erection and bracing of truant and truss systems, see ANSVTMI Quality Criteria, 05842 and SCSI Building Component 62U Parka East 8M. sorely Information available from Truss Plate Institute, 218 N. Lae Street, Suite 312. AlexandM, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq Hms/Barcelona-2392A C T13018004 P2392AC C7 HIP 1 1 all Mid-Flodda Lumber, Bartow, FL. 8.130 s Sep 15 2017 MITek industries, Inc. Mon Jan 22 11:02:32 2018 Page 1 ID:ItIEL2vgrkv4uEJUYC2ifzkFng-m29_RWZPKIST4k2Rb7tr6nHgEi391vquCFeiOOzsq 1 L 1-0-0 4-9-4 944 i 13J)-0 16-54 1-0-0 4-94 4.2.12 4-" 3.54 04 4x6 14 7 4x4 = 3x8 = 3x4 = 1.50 I 9-0-0 13-0-0 18-5-0 9-0-0 4-0-0 3.5-0 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TIC 0.47 TCDL 10.0 Lumber DOL 1.25 BC 0.65 BCLL 0.0 Rep Stress Ina YES WB 0.19 BCOL 10.0 Code FBC2017frPI2014 Matrix -Ms DEFL. in (loc) Udell Ud PLATES GRIP Vert(LL) -0.14 9.12 >999 240 MT20 244/190 Vert(CT) -0.29 9-12 >676 180 Horz(CT) 0.02 7 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 2=71310-3.8, 7=649/Mechanical Max Horz 2=121(LC 12) Max Uplift 2=-190(LC 12), 7=-162(LC 12) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1052/424, 3-4=-740/305. 4-5=602/317, 5.6=-4791227. 6-7-6091292 BOT CHORD 2-9=-4401922, 8.9=1531382 WEBS 3-9-363/232. 5-9=125/362, 5.8=-288/143, 6-8=197/496 Scale - 1:31.3 Weight: 91 lb FT = 20% Structural wood sheathing directly applied or 5-3-13 oc purlins, except end verticals. Rigid ceiling direly applied or 8-10-8 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult-140mph (3-second gust) Vasd=108mph: TCOL=4.2psf; BCOL=3.Opsf; h=25f1; 8=45R; L=24ft; save-411t; Cat. II; Exp 8; Encl.. GCpi=0.18: MWFRS (directional) and C-C 6dedor(2) -1-" to 2-0-0. Interior(1) 2. )-0 to 9.0-0. Exterior(2) 9-0-0 to 134-0 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 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at )oint(s) except (It=lb) 2.190. 7.162. AWARNINO - Verity design parameters and READ NOTES ON rNIS AND INCLUDED ANTEK REFERENCE PAOE 1101-7472 rev. fae2/20/d BEFORE USE. Design valid for use ants with MiTak® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, rap a truss system. Before use, the building designer must vent' the applicability at design parameters and property incorporate this design Into ma overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent breNng Is always required for stability and to prevent mtlapse with possible personal Injury and property damage. For general guidance raganI ft the Mbrleatlon, storage. delivery, erection and bracing of trusses and truss systems, sae ANSVIVII Quality Criteria, 08649 and SCSI Building Component SNety Informatlon available from Truss Plate Institute, 218 N. Lee Street. Suite 312. Mexandda. VA 22314. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Philip J. Milan PE No.56126 MITak USA, Inc. FL Cart 46U 6904 Parke Ent Blvd. Tampa FL 33610 Oata: January 22,2018 M!Tek' 6904 Parke Fast Blvd. Tampa, FL 36810 b Truss Truss Type Oy Ply ParkSqHmsA3arcelorw2392f CT13018005rP2392ACC8COMMON41 Job e o do a Mid-Flodda Lumber. Bartow, FL. 8.130 a Sep 15 2017 MTek Industries, Inc. Mon Jan 22 11:02:33 2018 Page 1 ID:IIiEL2vgrkv4uEJUYC2jFzkFng-FEiMesa 15?EKiudd9gO4f_p1 M7P 1 RF91 RvOGmSzsq 1 K 1- 0-0 5.9.4 11-0-0 16.54 1- 0-0 5.9.4 5.2.12 5541 4x4 = 3x4 = e 3x4 = 3x4 = 8. 4-0 16.5-0 r 8. 4-0 I 8- 14 LOADING ( pal) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.26 TC 0.38 TCOL 0.0 Lumber DOL 1.25 BC 0.67 BCLL 0.0 ' 0. 0 Rep Stress Ina YES W8 0.63 BCDL Code FBC2017rTP12014 Matrix -MS DEFL. in (loc) Vdefl L/d PLATES GRIP Vert( LL) -0.11 6-7 >999 240 MT20 2441190 Vert( CT) -0.20 6-7 >999 180 Horz( CT) 0.02 6 n/a n/e LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP N0.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. ( lb/size) 2-71310-3-8.6=649/Mechanical Max Harz 2-121(LC 12) Max Uplift 2-190(LC 12), 6=-162(LC 12) FORCES. ( Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-10191321. 3-4--797/282 BOT CHORD 2-7=-3311883. 6-7=-1381426 WEBS 3-7=359/209.4-7=116/539.4-6=-5621180 Scale = 1:35.2 Weight: 83 Ib FT = 20% Structural wood sheathing directly applied or 5-4-11 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: Vuk=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL-3.0psh h=25ft: B-4511; L-24ft; eave=oft; 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 11-0-0, Exterior(2) 11-0.0 to 14- 0.0 zone:C-C for members and forces 8 MWFRS for reactions shown: Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live bad nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will rd between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at )oint(s) except (jt=1b) 2= 190. 6.162. AWARNING - VArW design parameters and READ NOTES ON TMS AND INCLUDED AbrEK REFERENCE PAGE IIW472 rev./04202016 BEFORE USE. Deep valid tar 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 buelding of btdlvldual bass web and/or chord members only. Additional temporary and parmanam bracing Is always required for stability and to prevent collapse won possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, sea ANSVTPII Quality CMeda, 088419 and SCSI Building Component Serely IMomuaon available from Truss Plate Ins11We, 216 N. Lee Street, Sub* 312, Alexandria, VA 22314. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Phillip J. t7Regan PE No.66126 MITek USA, Inc. FL Cart 663l M Parke East Blvd. Tampa FL 33610 Date: January 22,2018 MF M! Tek' 904 Parka East Blvd. Tamps. FL 36610 Truss Type City Ply Perk Sq Hmslaarcelona-2392A C T13018008 ob 2392AC JTruasCJ JACK 4 1 t ti nall Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MfTek Industries, Inc. Mon Jan 22 11:02:34 2018 Page 1 ID:ItiEj_2vgrkv4uEJUYC2iFzkf ng-jRGksCbfsJMBJ2CpjYvJCCMFPXIUArGBgZ7gluzsq 1 J 1.0.12 0-11.4 1a12 0-11-4 Scale - 1:13.8 0-74 .0.11.4 LOADING (psi SPACING- 2-0-0 CSI. DEFL. In loc) ude8 Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(ILL) -0.00 5 M 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.00 5 >999 1B0 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MR Weight: 7 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 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. REACTIONS. (lb/size) 5=16010-4-0, 3=-24/Mechanical, 4=-1/Mechanical Max Horz 5=69(LC 12) Max Uplift 5=-25(LC 8). 3-24(LC 1). 4"5(LC 12) Max Gray 5=160(LC 1). 3-1O(LC 10).4=31(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL-4.2pst; BCDL=3.Opsf; h=15ft: B=45ft; L-241t; eave=4ft; Cat. It: Exp B; Encl., GCpI=0.IS: MWFRS (directional) and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL-1.60 2) 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 rd between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Philip J. aRegan PE No.66126 hIlTak USA, Ina. FL Cad 661/ 6904 Parke East Blvd. Tampa FL MAID Data: January 22,2018 AWARNING - Varlly design panrrrafra and READ NOTES ON T10S AND INCLUDED MITEK REFERENCE PAGE 411144?2 rev. 1114202615 BEFORE USE Design valid tat We Only with MlTak* connectors. This design Is based ony, upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must vetly the applicability Of design parameters and property Incorporate this design into the overall budding design. Bracing Indlosted Is to prevent budding of Individual trust web and/or chord members only. Additional temporary and permanent bracing M iTe k' Is always required tot stabddyidato prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, afeubn and bracing of trusses and truss systems, sea ANSIITPII Quality Criteria. OSBda and SCSI Building Component 6904 Partu East Blvd. Safety Information available from Truss Ptata Institute, 21a N. Lae Strata, Suite 312, Alexandria, VA 22314. Tampa, FL 360110 Job Truss Truss Type oty Park Sq Hms/Bamelona-2392A C T13018007 P2392AC CJ1 JACK 22 ly 1 do all Mid -Florida Lumber, Bartow, FL. 8.130 a Sep 15 2017 MiTek Industries, Inc. Mon Jan 22 11:02:34 2018 Page 1 I D:IOEj_2vgrkv4uEJUYC2jf zkFng-jRGksCbfsJMBJ2Cp)YvJCCMGzXubArGBgz7gluzsq 1 J 1-0-0 1-0.0 1-0-0 1-0-0 LOADING (pso SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 TCDL 10.0 Lumber DOL 1.25 BC 0.01 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017rrP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=10/Mechanical, 2-130/0-3-8, 4=-0/Mechanical Max Horz 2=42(LC 12) Max Uplift 3--3(LC 9), 2-73(LC 12) Max Grav 3-11(LC 17). 2-130(LC 1), 4=12(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale • 1:7.0 2x4 = DEFL. In (loc) Well Lid PLATES GRIP Vert(LL) 0.00 5 >999 240 MT20 2441190 Veft(CT) 0.00 5 >999 ISO Horz(CT) 0.00 2 We We Weight: 5 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. 80T CHORD Rigid calling direly applied or 10.0-0 oil bracing. NOTES- 1) Wind: ASCE 7-10; Vult-140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCOL-3.Opsf; h-25ft; 8=45ft; L=24ft; eave=4ft; Cat. 11; Exp 8; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterlor(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.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 jolnt(s) 3, 2. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Philip J.O'Regan PE No.66126 h11Tsk USA, Inc. FL Carl $634 6904 Parke East Blvd. Tampa FL 33610 Oata: January 22,2018 QWARMND - VeMy dealgn parsmeters and READ NOES ON Ties AND INCLUDED aerEK REFERENCE PAGE 1141L7172rev. 1042/20ra BEFORE USE. ew'' Design valid for use only with WSW connecters. 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 ovens buedhtp design. Bracing Indicated Is to prevent buckling of Individual truss web and/or cord members 0". Additional temporary and permanent braebfg M iTek' isalwaysrequiredtarStabilityandtopreventcollapsewithpossiblepersonalInjuryandpnpeMdamage. For general guidance regarding Ion fabrkgbn, garage. delivery. erection and bracing of trusses and truss Systems, sea ANSVrPN Quality Criteria. OSSda and SCSI Building Component egos Parke East BM. safety Information available from Truss Plea InsOtule, 213 N. Lee Street, Suite 312. Alexandria. VA 22314. Tampa, FL 36610 Job Truss Truss Type Oy Ply jParkSqHmsA3arceIona- 2392kC T13010008 P2392AC CJ3 JACK 18 1 b Reference (ontional) Mid-Flodda Lumber, Barlow. FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 22 11:02:35 2018 Page 1 ID:16Ej_2vgrkv4uEJUYC2ifzkfng•Bdg63YbHddU2xCnOGFOYkPvRMxOpvIWKvOtNgLzsq 11 1-0-0 3-0.0 1-0-0 3-0.0 Swale: 1 "e t' 2x4 = 3-0-0 11111 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in loc) I/deO Lid TCLL 20.0 Plate Grip DOL 1.26 TC 0.09 Ven(LL) 0.00 4-7 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.08 Ven(CT) 0.01 4-7 999 ISO BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=7 1 /Mechanical, 2-18810-3-8, 4=36/Mechanical Max Horz 2=74(LC 12) Max Uplift 3=-34(LC 12). 2=66(1-C 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. PLATES GRIP MT20 2441190 Weight: 11 III FT - 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3.0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL-3.Opsf; h=25ft; B-45ft; L-24ft; eave-4111; Cat. It: Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2.0.0 to 2-114 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL-1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pal bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will rd between the bottom Chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Philip J.O'Regan PE No.56126 MITak USA, Inc. FL Cad 4634 6204 Parke Eaal Blvd. Tampa FL 336f0 Data: January 22,2018 Q WARNING - verify design parameters and READ NOTES ON INS AND INCLUDED WTEr REFERENCE PAGE 1110•7472 rev. fde2r20f6 BEFORE USE. Design valid far use only with MfTek® 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 appllubWly of design parameters and property Incorporate this design Into the owned Oullding design. Bracing Indicated Is to prevent buckling of Individual truss was and/or Chord members only. Additional temporary and permanent bracing Welk' Is always required for stability, and to prevent COUP" wen possible personal Injury and property damage. For general guidance regarding the fabrication, storage. delivery, erection and bracing of Wsses and truss systems, We ANSUTP11 Ouallty Criteria, 03842 and SCSI Building Component 6904 Parka East Blvd. Safety Information available ham Tfuss Plate Institute. 218 N. Lae Street. Suite 312, Maxandds. VA 22314. Tamps. FL 36810 Job Truss Truss Type Dry Ply Perk Sq Hms/Barcelona-2392A C T13018009 P2392AC CJS JACK 14 1 a0o ll Mid-Flodda Lumber, Ballow, FL. 8.130 s Sep 15 2017 Mfrek Industries, Inc. Mon Jan 22 11:02:36 201a Page I ID:ItiEL2vgrkv4uEJUYC 2iFzkf ng-fpOUHucvNwcv2MMCgzxnHdRYVLW9elMU7tcxMnzsq 1 H 1 0-0 S." t-0-0 5-0-0 2x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Udell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.04 4 7 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.26 Vert(CT) 0.06 4-7 988 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 nla nla BCDL 10.0 Code FBC20171TP12014 Matrix MP LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3-127/Mechanical, 2=26410-3.8, 4=64/Mechanical Max Harz 2=108(LC 12) Max Uplift 3=-64(LC 12), 2-73(LC 12) Max Grav 3-127(LC 1). 2=264(LC 1), 4=91(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale 2 1:17.0 PLATES GRIP MT20 2441190 Weight: 18 lb FT - 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10: Vull=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf: BCDL-3.0psf; h=25ft; 8=45ft; L-24ft; eave-4111; Cat. It: Exp B: Encl., GCpi-0.18; MWFRS (directional) and C-C Exterlor(2) -1-0-0 to 24-0, Interior(1) 2.0-0 to 4-11-4 zone:C-C for members and forces 6 MWFRS for reactions shown; Lumber DOL-1.60 plate grip OOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live bad nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0.0 wide will rd between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at loint(s) 3, 2. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Phi9p J.0'Regan PE No.611126 MITek USA, Inc. FL Cori 66U 690/ Parke Ent Blvd. Tampa FL U610 Date: January 22,2018 0 wAamma - vedry destgn pammatera and READ NOTES ON INIS AND INCLUDED earEK REFERENCE PAGE MOF7473 rev. Idemols BEFORE LOSE.' Design add for use only won Mfrek® connectors. This design Is based Only upon parameters shown, and Is for an IndNWual 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. Brsctng Indicated Is to prevent buekling of Individual suss web and/or chord members orsy. Additional temporary slid permanent bracing M iTe k' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance tegantbtg the fabrkatlon, storage, delivery. erection and bracing of trusses and truss systems, sea ANSUTPII Quality CriteM, 09042 and SCSI Building Component 6204 Parke East am. Safety Information available from Tress Plate Institute, 218 N. Lee Sit". Suite 312. Alexandria, VA 22314. Tempe, FL 36810 Job Truss Truss Type Oy Ply Park Sq HmsBercelona-2392A_C T13018010 P2392AC D 1 MONO HIP 2 11 Job Reference (optional) Mid-Florlda Lumber, Barlow, FL. 3.130 s Sep 15 2017 Ml Uek industries. Inc. Mon Jan 22 1 1:02:36 2016 Page 1 ID:IUEj_2vgrkv4uEJUYC2jfzkfn"OUHucvNwcv2MMCgzmHdRUwLSYeYyU7tuMnzsq 1 H 1-0-0 7.4-14 14-34 18-5-0 1-0-0 7.4-14 6.108 2-1-12 4x8 = 1.5x4 11 Scale - 1:43.7 8 3x4 = 1x4 II 3x4 = 3x4 = LOADING (psq SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grlp DOL 1.25 TC 0.61 TCDL 10.0 Lumber DOL 1.25 BC 0.56 BCLL 0.0 ' Rep Stress Incr YES WB 0.88 BCDL 10.0 Code FBC2017n-PI2014 Matrix -MS DEFL. In (loc) Udell Ud PLATES GRIP Vert(LL) -0.07 8-11 >999 240 MT20 2441190 Vert(CT) -0.17 B-11 >999 180 Horz(CT) 0.02 6 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 6-649/Mechanical, 2=71310.3-8 Max Horz 2-264(LC 12) Max Uplift 6=207(LC 12). 2=146(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-9701159, 3-4=295/22 BOT CHORD 2-8=354/817, 7-8-354/817 WEBS 3-8=0/323, 3.7-737/309, 4-7=98/477, 4.6= 654/311 Weight: 101 lb FT - 20% Structural wood sheathing directly applied or 5-3-11 oc purling. except end verticals. Rigid ceiling directly applied or 9-7-14 oc bracing. NOTES- 1) Unbalanced roof live bads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd-108mph: TCDL=4.2psf; BCDL-3.Opsh h-25ft; 8=45ft; L=24ft; eave=oft; Cat. it: Exp B; Encl.. GCpi=0.1B; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interlor(1) 2-0-0 to 14-3-4. Exterior(2) 14-3-4 to 16-3-4 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 pall bottom chord live bad 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 M between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (it=lb) 6-207, 2=146. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Philip J.0'Regan PE No.6018 M1Tek USA, Inc. FL Cart 8874 U04 Parka East Slid. Temps FL =10 Date: January 22,2018 Q WARNING - Vadry, dealgn panmatara and READ NOTES ON TOGS AND INCLUDED WTEK REFERENCE PAGE Ull-7472 rev. rGVWGtS BEFORE USE. Design valid W we only with MlTeke mnneelors. This design Is based only upon parameters shown, and Is for on Individual building componem, to a tru" system. Befora use, the building designer must vanfy the appllteelaty of design parameters and property Incorporate this design Into the overactbuMFildingdesign. 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 lot stab8ay and to prevent collapse with possible personal Injury and pmparry damage. for general guidance regarding the fabrication, storage, delivery, erection and bmdng of trusses and truss systems, sea ANSVTPIt Quality Guiana. 031342 and SCSI Building Component 89W Parka East Blvd. Solely Information available from Truss Plate Inslxtae. 218 N. Lae Street, Suite 312. Alexandria, VA 22314. Tampa. FL 36610 b Truss Truss Type Oy Ply Park Sq HmslBercelona-2392A_C rP2392AC T13018011 02 MONO HIP 2 1 lJob Referenceatioa Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MrTek Industries, Inc. Mon Jan 22 11:02:37 2018 Page 1 ID:10EL2vgrkv4uEJUYC2jFzkFng-70ytUEdY8Ekml3wkoOgSOpq_MgfN3VdMXMUvOzsq 1 G 1-0-0 6.4-14 12-3.4 16.5-0 1 0-0 64-14 5.10.6 4.1.12 4x6 = 1.5x4 11 Scale - 1:38.1 4 14 5 8 3x4 = tx4 11 3x4 = 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 TCOL 10.0 Lumber OOL 1.25 BC 0.44 BCLL 0.0 Rep Stress Incr YES WB 0.61 BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS DEFL. In (loc) IldeB Ud Vert(L-) -0.04 8-11 >999 240 Vert(CT) -0.11 8-11 >999 180 Horz(CT) 0.02 6 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 2-71310-3-8.6=649/Mechanical Max Horz 2-231(LC 12) Max Uplift 2=159(LC 12). 6=-193(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-10231231, 3-4=455/109 BOT CHORD 2-8-3931872, 7-8-3931872. 6-7--1561335 WEBS 3-8=01273, 3-7=-6201271, 4-7=-92/428. 4-6=6081284 PLATES GRIP MT20 2441190 Weight: 95 lb FT - 20% Structural wood sheathing direly applied or 5-5-5 oc purtins, except end verticals. Rigid ceiling directly applied or 9.3-6 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.Opst: h-25ft; 8=45ft: L=24ft: eave=oft: Cat. It: Exp B: Encl.. GCpi=0.IS: MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interlor(1) 2-0-0 to 12-3.4, Exterior(2) 12-3-4 to 16-3-4 zone:C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL-1.60 plate grip OOL-1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) except (it=lb) 2=159, 6-193. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Philip J. VRegan PE No.611126 hliTak USA, Inc. FL Cart 4624 6 U Parke East Blvd. Tampa FL 33610 Date: January 22,2018 QWARMNO - Vwtry doslgn panmetars and READ NOTES ON TIES AND INCLUDED AOTEK REFERENCE PAGE AUF7Q3 rev. 10Al2r201e BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is nor an Individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and property Ineorporats this design Into the averse budding design. Bracing Indicated Is to prevent buelding of Individual Me web aneldr chard members only. Additional temporary and permanent braehp M ITek' Is always required for dabley, and to prevent edlapsa with possible personal Injury and properly damage. For general guidance regarding the fAWkallon, dorage, delivery, erection and Wading of trusaea and Wu systems, We ANSMIl Duality Criteria. 08849 and SCSI Building Component 6904 Parks East BM. Safety Information available from Tits Piste Institute, 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Tampa, FL 36610 Job Truss Truss Type Park Sq HmwBarcelona-2392A C T13018012 P2392AC 03 MONO HIP 10ty2 ly 1 Job Reference (octionall Mid-Flodda Lumber, Bartow, FL. 8.130 S Sep 15 2017 MiTek Industries, Inc. Mon Jan 22 11:02:38 2018 Page 1 IO:ltiEL2vgrkv4uEJUYC2jFzkfng-bCWFhaeAvYsdof ftCO_FM2Xsa8Bi6UInbB5IRgzsg1F 1-0-0 54-14 10-34 i 16-5.0 5-4-14 4-10-8 8.1.12 4x8 = 2.4 11 Scale - 1:33.5 3x4 = 1x4 II 3x4 = 3x4= 5.4-14 10-34 161" 54-14 1 4-10-8 I 6-1-12 LOADING (psq SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 TCDL 10.0 Lumber DOL 1.25 BC 0.37 BCLL 0.0 ' Rep Stress Ina YES WB 0.74 SCOL 10.0 Code FBC2017frPI2014 Matrix -MS DEFL. In (loc) Well Ud PLATES GRIP Vert(L-) -0.04 6-7 >M 240 MT20 244/190 Vert(CT) -0.08 6-7 >M 180 Horz(CT) 0.02 6 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 2=713/0-3-8, 6=649/Mechanieel Max Harz 2=198(1-C 12) Max Uplift 2=171(LC 12). 6=-192(LC 9) FORCES. (lb).- Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3-1069/296, 3-4=422/192 BOT CHORD 2-8=424/919, 7-8-424/919, 6-7=-224/503 WEBS 3-7- 4841231. 4-7-711409, 4-8=-640/286 Weight: 90 lb FT - 20% Structural wood sheathing directly applied or 5-5-2 oc purlins, except end verticals. Rigid ceiling direly applied or 9.0-2 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vuft=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCOL=3.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft: Cat. it: 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 10-3-4, Exterfor(2) 10-3-4 to 14-6.3 zone;C-C for members and forces & MWFRS for reactions shown; Lumber OOL=1.60 plate grip OOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom Chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at -lb) 2-171. 6-192. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Philip J. aRegan PE No.56126 MiTtk USA, Inc. FL Cat( 4634 6604 Parke Ent Blvd. Tampa FL 33610 Data: January 22,2018 AWARNINO - Verify esslgn pmenafers end READ NOTES ON INS AND INCLUDED AIITEK REFERENCE GAGE 11e47473 rev. tW.V}e15 BEFORE USE. Design valid for use only with MITak® Cortneetors. This design Is based only, upon parameters shorn, and Is for an IndMdual building componem. not a truss "am. asters use, the budding designer must verity the applicability of design parameters and properly Incorporate this design Into the overall buildup design. Bracing Indicated is to prevent buckling of Individual trust web and/or chord members only. Additional temporary and permanent brWZQ iw iTe k' Is always required for stabdey and to pravem collapse with possible personal Injury and propel damage. For general guidance regarding the fabrication, storage, delivery, eraCtion and bracing of trusses and truss systems, sea ANSMII Quality Criteria. 086e9 and BCSI Building Component e9o4 Parka East Blvd. Safety information avallabk from Trust Plate Institute. 20 N. Lea Street, Suite 312. Alexandria. VA 22314. Tampa, FL 311610 b Truss Truss Type Oy Py PartsSqHmsBarcelona-2392ACT13018013 392ACrP2 04 MONO HIP 1 1 b Reference loptionall Mid-Flodda Lumber. Bartow. FL. S.130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 22 11:02:38 2018 Page 1 ID:ftiEj_2vgrkv4uEJUYC2jFzkFng-bCWFhaeAvYsdofWbyO_FM2Xu 86H62cnb851RgzsglF 1-0-0 44-14 8.3.4 124-2 16-5-0 1-0-0 44-14 3-10-6 4-0.14 4-0-14 4x4 = 3x4 = 13 5 14 Scale - 1:29.4 I.5x4 II 3x4 = 3x8 = 30 = LOADING (psi) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 TCDL 10.0 Lumber DOL 1.25 BC 0.67 BCLL 0.0 Rep Stress Incr YES WB 0.43 BCDL 10.0 Code FBC2017frP12014 Matrix -MS DEFL. In (loc) Udell Lld Vert(LL) -0.09 7-8 >999 240 Vert(CT) -0.18 7-8 >999 180 Horz(CT) 0.02 7 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 2=71310-3-8, 7-649/Mechanical Max Horz 2-164(LC 12) Max Uplift 2=181(LC 12), 7-208(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3-10811367. 3-4-802/256, 4-5=6651269 80T CHORD 2-8--4601948, 7-8=-204/468 WEBS 3-8=-324/215, 5.8=-95/316. 5-7=-6631297 PLATES GRIP MT20 2441190 Weight: 86 Ib FT - 20% Structural wood sheathing directly applied or 54-11 oc puffins, except end verticals. Rigid ceiling direly applied or 8-8-2 oe bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vuft=140mph (3-second gust) Vasd=108mph: TCDL=4.2psf: BCDL-3.Opsf; h=25ft; 8=45ft; L=24ft; eave=4ft; Cat. It: Exp B: Encl., GCpi=0.18: MWFRS (directional) and C-C Extertor(2) -1-0-0 to 2.0.0. Interior(1) 2-0.0 to 8-34. Exterior(2) 8-3-4 to 12-4-2 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-G-O wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=1b) 2=181, 72208. WARNING - Verity, design parameters and READ NOrE8 ON rmS AND INCLUDED sOrEK REFERENCE PAGE 111114412 rev. 111,4112120111 BEFORE USE. Design valid for use only with MffekB connectors. This design Is based only upon parameters shown. and Is for an Individual building component, net a truss "am. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into ins overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chard members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Ini ry and property damage. For general guidance regarding the fatricallon, storage, delivery, erection and bracing of trusses and truss systems, sae ANSIfTPII Dually Criteria. 03842 and BCSI Building Component Safety Information available from Truss Plata Institute. 2 is N. Lee Street, Suite 312. Alexandria. VA 22314. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Philip J.ORegan PE No.66126 Wait USA, Inc. FL Cart 4634 6M Parke East Blvd. Tampa FL 33610 Data: January 22,2018 Welk' 9904 Parka East St d. Tampa. FL 38810 Job Truss Truss Type Ory Perk Sq Hms/Barcelona-2392A C T13018014 P2392AC 05 COMMON 3 JPly 1 all Mid-Flodda Lumber, Barlow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Mon Jan 22 11:02:39 2018 Page 1 ID:IUEj_2vgrkv4uEJUYC2jfzkfng-304dwdogr UOp5nV5WvF33dYT8r4ewpfrbz6zsglE 1 0-0 4-5 4 8-4-0 12.2.12 18.5-0 4.54 3-10.12 3.10-12 ( 4-2.4 I 3x4 = 4x4 = 3x8 = Scale - 1:29.4 3x4 = to 8.4-0 84-0 Plate Offsets (X.Y)- 12:0.0-4.Edoel LOADING (pan SPACING- 2-041 CSI. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) 0.08 7-13 ESN 240 MT20 244/190 TCOL 10.0 Lumber DOL 1.25 SC 0.63 Vert(CT) 0.17 7-13 SSW 180 SCLL 0.0 Rep Stress Inch YES WB 0.18 Horz(CT) 0.02 6 n1a n1a BCDL 10.0 Code FBC2017frP12014 Matrix -MS Weight: 72 lb FT - 20% LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 6-655/Mechanical, 2=718/0.3-8 Max Harz 2=88(LC 11) Max Uplift 6=-155(LC 12), 2=200(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1091/381, 3-4=-817/289, 4-5-814/301, 5-6=10771387 BOT CHORD 2-7=-299/956. 6-7=-2881924 WEBS 4-7=-1261482, 5-7-297/181, 3-7=3281191 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-4-3 oc purling. 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; Vu8=140mph (3-second gust) Vasd=108mph; TCOL-4.2psh BCOL=3.Opsf; h=25ft; 8=45ft: L=24ft; save-4f1; 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 8-4-0, Exterior(2) 8-4-0 to 114-0 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL-1.60 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will rd between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at loint(s) except (jt=1b) 6=155, 2=200. QWARNINO - Verify design parameters and READ NOTES ON THIS AND INCLUDED ANTEK REFERENCE PAGE 01-7472 rav, I&W/2015 BEFORE USE. Design valid for use only with MiTak® convectors. This design Is based only upon parameters Shawn, Ana Is for an hdNlOual building component, not a truss System. Before use. the building deslgrier must vanity, the Appticabikty of design parameters and prapady Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of IndMdual truss web andlor chord members oray. Adddionst temporary and permanent bracing Is always required far stability and to prevent collapse with possible personal injury are property damage. For general guidance regarding the fabrkaton, storage, delivery, ereston and bracing of trusses And trust systems, "a ANSIRPII Quality Criteria, 03849 and BCSI Building Component Safety Information svailabta from Truss Plata Institute. 218 N. Lae Streat. Buda 312, Almmnda. VA 22314. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Philip J. alkegan PE No.S612B Wall USA, Inc. FL Cart 6614 NU Parka Ent BWd. Tampa FL 33616 Date: January 22,2018 W1, Welk' 6904 Parke East Bind. Tampa, FL 36610 Job Truss Truss Type Ory Ply Park Sq Hms/Bereelona-2392A C T13018015 P2392AC 08 COMMON 2 1 b e e do all Mid -Florida Lumber, Bartow. FL. 8.130 a Sep 15 2017 MTek Industries, Inc. Mon Jan 22 11:02:40 2018 Page 1 1D:IUEj_2vgrkv4uEJUYC2jFzkFng-Xbd76FfOR96K2zfz3oOkRTeFWVn3eWm32Va8Wzsq 10 1-0-0 i 4-5.4 84-0 12.2.12 i IS-" i 17 1-0-0 444 3.10.12 3.10.12 4.5A 4x4 = 3x4 = 3x8 = 3x4 = Scale - 1:29.9 13 B-4-0 1641-0 8.4-0 8.4-0 Plate Offsets (X Yl- 120A4Eddel I6&A-4 Edael LOADING ( pso SPACING- 2-0-0 CS1. DEFL. In loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.32 Vert(LL) -0.08 8-14 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC OAS Vert(CT) -0.17 8-14 >999 ISO BCLL 0.0 Rep Stress Inor YES WB 0.19 Horz(CT) 0.02 6 file n/a SCOL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 75 lb FT - 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5.3.14 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0.0 cc bracing. WEBS 2x4 SP No.3 REACTIONS. ( lb/size) 2-727/0-3.8, 6=72710.3.8 Max Horz 2=89(LC 11) Max Uplift 2=-201(LC 12). 6=-201(LC 12) FORCES. ( lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1111/374, 3-4-838/293, 4.5=838/293, 5-6=-11111373 BOT CHORD 2-8=-256/ 974, 6-8=274/974 WEBS 4-8=-119/503, 5.8=327/190, 3-8=-327/190 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult-140mph (3-second gust) Vasd-108mph; TCOL-4.2psf; BCOL-3.Opsf; h=25ft: B-45ft; L-2411; eave=oft; Cat. It: Exp 8: Encl.. GCpI= 0.18; MWFRS (directional) and C-C Exlerior(2) -1-0-0 to 2-0-0, Interior(1) 240-0 to 8-4-0, Exterior(2) 8-4-0 to 11-4-0 zone;C- C for members and forces & MWFRS for reactions shown: Lumber DOL=1.60 plate grip DOL-1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonooncurrent with any other live bads. 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 tell 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 joints) except at -lb) 2=201, 6=201. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Philp J.ORagan PE No. 68128 MITek USA, Inc. FL Caft $ 634 6904 Parke East Blvd. Tampa FL 33610 Date: January 22,2018 O WARNING- Vadty daalgn paramaters and READ NOTES ON Ties AND INCLUDEO f1OTEK REFERENCE PAGE 1101.7472 rev. 144MOIS BEFORE USE. Design valid for use only with MRekm connectors. This design Is based only upon parameters shown, and Is ear an individual building component, not a truss system. Before use, the building designer must vanty the applicability at design parameters and prop" tncorporate this design Into the overall building design. Bracing Indicated Is to buckling at Individual truss web snorer blare members only. Additional temporary and permanent bracing M iTek' prevent Is always required forstability and to prevent collapse with possible personal Injury end property damage. For general guidance regarding the faMcation. storage, delivery. erection and bracing of trusses and truss systems, see ANSIRPII Quality Criteria. OS849 and SCSI Building Component 6904 Parke East Blvd. Safety Information available horn Truss Plate tnsibtute. 216 N. Lee Street, Subs 312. Alexandria. VA 22314. Tamps. FL 36610 Job Truss Truss Type Oy IPly 1ParkSqHms/ 8arcelona-2392kC T13018018 P2392AC D6A COMMON 1 1all Mid -Florida Lumber. Bartow, FL. 8.130 s Sep 15 2017 Mirek Industries, Inc. Mon Jan 22 11:02:41 2018 Page 1 ID:IGEj_2vgrkv4uEJUYC2jfzkfng-0nBNKbg2CTEBf/EBdWxz_g9P7M8cJz8DH9Kh2_zsq 1 C 1-0-0 4-5.4 8 4-0 12.2.12 18.5.0 1-0-0 4-5-4 3-10.12 3-10-12 4-2.4 4x4 = 3x8 = 3x4 = Scale - 1:29.4 3x4 = 8.4-0 8.1-0 Plate Offsets (X.YI- 12:0-0-4.Edoel LOADING (psi) SPACING- 2-0-0 CS1. DEFL. In loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(L-) 0.08 7-13 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.63 Vert(CT) 0.17 7-13 999 180 BCLL 0.0 Rep Stress Incr YES WB 0.18 Horz(CT) 0.02 6 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Weight: 72 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 6=656/Mechanical, 2=718/0.3-8 Max Harz 2=88(LC 11) Max Uplift 6=155(LC 12), 2=-200(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1091/381, 34z817/289, 4-5=814/301, 5.6=-1077/387 BOT CHORD 2-7=-299/956. 6-7=286/924 WEBS 4-7-126/482, 5-7=297/181, 3-7=-32B/191 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-4-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL-3.0psf: h=25f1; B-45f1; L-248; eave-48; Cat. 11; Exp B; Encl.. GCpi=0.18: MWFRS (directional) and C-C Exlerior(2) -1.0.0 to 2.0-0. Interior(1) 2-0-0 to 8-4-0. Exterior(2) 8-4-0 to 11-4-0 zone;C-C for members and forces 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 bad nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) 6=155. 2-200. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Philip J.O'Regan PE No.68128 611Tak USA, Inc. FL Cart66U 69U Parke East Bhd. Temps FL 231110 Data: January 22,2018 WARNINO - Varlly design panrrteten and READ NOTES ON ThUS AND INCLUDED ANTEK REFERENCE PAGE Atli-7472 rev. I&VV2016 BEFORE USE. wwwe Design valid for use only with MrTak* emnactata. This design Is based only upon Wamatato shown. and Is lot an Individual building Component, not a truss system. Before use. the busding designer must verxy the applicability of design pamrrtnen and property Incorporate cols design Into the overall building design. Bracing Indicated 1s to prevent buckling of Individual truss web and/or chord members only. Additional lamporary and permanent bracing M iTek' Is always required fat stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the falwlcallen, storage, delivery, erection and bracing or trusses and truss systems, see ANSVTPII Quality Criteria. 03849 and SCSI Building Component 6204 Parke East Blvd. Safety lnforrnatlen avellabla from Truss Puts Institute. 216 N. Lee Street. Suite 312. Alexandria. VA 22314. Tampa, FL 36610 Job Truss Truss Type Oy Park Sq Hrns/Barcelona-2392A C jPty T13018017 P2392AC D7 HIP 1 1 job Reference ' al Mid-Flodda Lumber, Bartow, FL. a.130 a Sep 15 2017 Mtlex Inauslnes, Inc. man Jan LL 1 i mii:4I zula rage 1 10:I6 Ej_2vgrkv4uEJUYC2ifzkfng-OnBNKbg2CTE8r/E9dWXz_g901M7gJycDHSKh2 zsg1C r •1-0-0 I 3-9.4 I 7-0.0 944 t2.1012 I 16.8-0 11 1-0-0 3-9-432.12 28-0 32-12 39A 1-00 3 4x4 = exit = 30 = 3x8 = 3x4 = 3x4 = Scale = 1:30.4 LOADING (psQ TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Ina NO Code FBC2017frPI2014 CS1. TC 0.29 SC 0.68 WB 0.22 Matrix -MS DEFL. in V9rt(LL) -0.07 Vert(CT) -0.16 Horz(CT) 0.05 loc) YdeB Ud 9-16 >999 240 9-16 -999 ISO 7 n/a n/a PLATES GRIP MT20 244/190 Weight: 82 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3.8-12 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-11-11 oC bracing. WEBS 2x4 SP No.3 REACTIONS. (Iblaize) 2=1265/0.3.8, 7=1265/0-3-8 Max Harz 2-77(LC 6) Max Uplift 2=387(LC 8). 7=387(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-23121695, 3-4=2097/643, 4-5=1854/601, 5-6=-20951643, 6-7=-2311/695 BOT CHORD 2-10=-553/2044, 9-10=-45811851, 7-9=-55312044 WEBS 3-10=-277/111, 4-10=-85/572, 5-9=861571, 6-9-2791111 M d A RNOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuh=140mph (3-second gust) Vesd-108mph: TCDL-4.2psh BCDL-3.Opsh h=25ft: 8=45ft; L-24ft; eave=oft: Cat. 11; Exp B: Encl., GCpi=0.18: MWFRS (directional); Lumber DOL=1.60 plate grip DOL-1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chard 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 to all areas where a rectangle 3-6-0 tall by 240-0 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 at -lb) 2=387. 7. 387. 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 7-0-0. and 97 lb down and 106 lb up at 84-0, and 189 lb down and 204 lb up at 9-8-0 on top Chord, and 327 lb down and 97 lb up electronically signed and at 7-0. 0. and 66 lb down at 8.4-0. and 327 lb down and 97 lb up at 9-7-4 on bottom chord. The design/selection of such sealed by ORegan, Philip, PE 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 (8). USIn a Digital Signature. g 9 9Printedcopiesof this LOAD CASE(S) Standard document are not considered 1) Dead + Roof live (balanced): Lumber Increase=1.25, Plate Increase=1.25 signed and sealed and the Uniform Loads (pto Vert: 1-4- 60, 4-5=-60, 5-8=-60, 11-14=-20 nature must be verified signature Concentrated Loads (lb) on any electronic copies. Vert: 4--142( F) 5-142(F) 10-327(F) 9=327(F) 17=97(F) 18=-41(F) Philip J. altegan PE No.S8126 MiTek USA, Inc. FL Carl 6634 6904 Parke East Blvd. Tampa FL 33610 Date: January 22, 2018 QWARNIND • Verify design parerererera and READ NOTES am rtos AND INCLUDED aarEK REFERENCE PAGE Afa•147s rev. tmLwois BEFORE USE. Design valid for use only with WOW connectors. This design Is based only upon parameters shown, and Is for an Individual building component, no[ truss system. Before use, me building designer must verify the applicability of design parameters and property Incorporsle this design Into the avarae budding design. Bracing Indicated Is to prevent buckling of Individual truss web andfor C A members only. Additional temporary and permanam 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 are bracing of trusses and truss systems, see ANSVTPit Quality Criteria, 08842 and SCSI Building Component 6004 Parka East Blvd. Safety Information available from Truss Plata InstllNe. 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Tampa. FL 38610 Job uss Truss Type oty Ply Park Sq Hms/8arcelona-2392A C T13018018 P2392AC ITE(l HIP 1 I all Mid-Flodda Lumber, Bartow, FL. 5.1su s gap 10 zuI I col Iex trtau5111413, mc, mon dan zz i cucas zuia rage i ID:IUEL2vgrkv4uEJUYC2iFzkfng-yAJSIHilk4UvvROYkxZR35EkD9tCnuDWkTpoBtzsq 1 A 1 0 0 5-0-0 i 8-0-0 It." 1-0-0 5-0.0 1-0-0 5-0-0 3 Scale - 1:19.9 4x4 = 4x4 = 3x4 = 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In loc) gden Ud TCLL 20.0 Plate Grip OOL 1.25 TC 0.35 Ven(LL) 0.04 6-10 999 240 TCOL 10.0 Lumber DOL 1.25 SC 0.43 Vert(CT) 0.07 6-10 999 180 BCLL &0 ' Rep Stress Inv NO WB 0.08 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD SOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (lb/size) 5=624/Mechanical, 2=690/0-3-8 Max Horz 2-57(LC 7) Max Uplift 5=-160(LC 8), 2=207(1-C 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1037/276, 3-4--883/275, 4-5-1024/275 BOT CHORD 2-7-191/874, 6.7-190/883, 5-6=1921875 PLATES GRIP MT20 2441190 Weight: 43 lb FT - 20% Structural wood sheathing directly applied or 6-3-15 oc purlins. Rigid calling 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: Vuft=140mph (3-second gust) Vasd=108mph: TCOL-4.2psh BCOL=3.Opsf; h=25ft: B-46ft; L-241t; eave=4ft; Cat. If: Exp B: Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL-1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) except at=lb) 5=160, 2-207. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 170 lb down and 179 lb up at 5-", and 170 Ili down and 179 lb up at 6-0-0 on top chord, and 86 lb down at 6-0-0. and 86 lb down at 5-11-4 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase-1.25. Plate Increase=1.25 Uniform Loads (ply Van: 1-3=-60, 3-4=-60, 4-5=-60, B-11=-20 Concentrated Loads (lb) Vert: 3=-123(F) 4=-123(F) 7=64(F) 6=-64(F) This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. PhWp J. aRegan PE No.58126 MITek USA, Inc. FL Cart 4634 6904 Parke East 9hd. Tampa FL 33610 Oate: January 22,2018 Q wARNING - Vedry design parameters and READ NOTES ON TICS AND INCLUDED AgTEK REFERENCE PAGE Ma-7473 rev. I&W/2015 BEFORE USE. Design valid ter use oft with MlTekS connectors. This design Is based only upon parameters shown, and u tot an kWFrldual building component, not a truss "am. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design into the overall budding design. Bradng indicated Is to prevent buckling of Individual trans web and/Of Chord members ony. Additional lemporary, and permanent bracing MiTek' Is always required for stabbity, and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fablkatlon. storage, delMry. erection and bracing of trusses and truss systems, see ANSVrPIt Quality Criteria, OSS42 and SCSI Building Component 6204 Parke East Blvd. Safety Informstlon available from Truss Plate Institute, 218 N. Lace Street. Suits 312. Alexandria, VA 22314. Tampa. FL 36810 Job Truss Truss Type Oty Ply Park Sq Hms/Barcelona-2392A C T13018019 P2392AC F1 ROOF TRUSS 3 11 I Job Reference al onto-rionda Lunfoar 0-1-8 HIS tsanow, rL. 1.1111.12 34 = 3x3 =34 FP = US = 2 3 4 5 o. t du s step to w t t mr t etc trtuuames, mc. mun dun LL r r.vL:99 LV to rage r I D:16EL2vgrkv4uEJUYC2jf zkFng-OMt WydixVOcmWazkle4gbJnoLZSE WDYfz7ZMeJzsq 1 g 2—i 3x4 = 3x4 = Ix3 II 34 = 34 = 3x3 = 6 7 8 9 10 11 Stale - 1:40.1 44 = 12 Fi7A 4A 1 1x3 II 3x3 = Ix3 II I)d II 34 = 34 11 4x5 = 3x4 = 3x4 = 110 11 34 = 34 = 4x5 = 34 II 36 FP = LOADING (pan SPACING- 2-0-0 CSI. DEFL. In (loc) VdeB L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.78 Vert(LL) -0.20 17-18 >956 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 8C 0.95 Vert(CT) -0.28 17-18 >704 240 BCU- 0.0 Rep Stress Incr YES WB 0.59 Horz(CT) 0.04 13 n/a Na SCOL 6.0 Code FBC2017/TPI2014 Matrix-S LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD BOT CHORD 2x4 SP No.2(ftat) 'Except' 16-27: 2x4 SP No. ID(flat) BOT CHORD WEBS 2x4 SP No.3(flal) REACTIONS. (lb/size) 27=287/0.8.0, 13=839/0-3-8, 22-1477/0-8-0 Max Uplift 27--1(LC 4) Max Grav 27=366(LC 3), 13=853(LC 7), 22=1479(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-27-365/0, 12-13=-847/0, 1-2=-273/30, 2-3=-493/174, 3.5=-128/461, 5-6=397/0, 6-7=172110, 7-8=-2660/0, 8-9=2660/0. 9-10-2613/0, 10-11=2034/0, 11-12--842/0 130T CHORD 25-26=1741493. 24-25=1741493. 23-24-1741493. 22-23=-845/0, 21-22=-845/0, 20.21=0/1212, 19-20=0/2245, 18.19=0/2660, 17-18=0/2660, 15-17=0/2466, 14-15=0/1584 WEBS 1-26=401370. 2-26=300/197. 5-23-01557, 323=699/0, 12-14=0/1121, 5.21=011237, 11-14=-1032/0,6-21--1144/0, 11-15=0/ 626, 6.20=0/749, 10-15= 600/0,7-20=782/0, 10.17=0/288, 7-19=0/742, 9.17=289/ 171. 8-19=30310, 5-22=-143210 17 Weight: 123 lb FT - 20%F, 1196E Structural wood sheathing directly applied or 6-0.0 oc punins, except end verticals. Rigid ceiling directly applied or 2-2-0 oc bracing. NOTES- 1) Unbalanced floor live loads have been considered for (his design. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 27. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3.10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Ph01p J. aRegan PE No.66126 MITek USA, Ina. FL Car14634 6204 Parke East Blvd. Tampa FL = 0 Date: January 22,2018 Q WARNING - Verify design pammoters end READ NOTES ON rt aS AND INCLUDED ANTEK REFERENCE PAGE Aft-7473 rev. M02/20te BEFORE USE. Design valid for use only with MiTela® Connectors. This design Is based only upon parameters shown. AM its far an Individual building component, not a truss system. Before use, the building designer must vedly the applitabirrty of design parameters and property Incorporate this design Into the overall building design. Bracing Indieated Is to prevent buckling of Individual India web and/or cord members only. Additional temporary and permanent bracing M iTe k' Is sterays raqutrad for stability and to prevent Collapse with possiblepersonalInjuryandpropertydamage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and buts systems, see ANSI/TPII Duality Criteria, 09842 and SCSI Building Component 904 Parke East Bled. Safety Information available from Trust Plate Institute. 218 N. Lee Street. Suite 312, AlexaMna. VA 22314. Tampa. FL 36610 Job Truss Truss Type Oty Ply Park Sq Hms/Bamelona-2392A_C T13018020 P2392AC F2 ROOF TRUSS 5 1 Nita-rionaa Lumber, 0-1.8 HI 1.3.0 I uanbw, rL. o. tau a ovp ra a '-V- ID:19EL2vgrkv4uEJUYC2jFzkFng-gxZeaflpoJ7LN21JzmeNOx;Mcm r t; f4nOfersg18 Srale= 1:38.9 1x3 II 34 = 34 = 3x6 MT20HS FP = 4xa = 3x4 = 10 = 1x3 II 13 = 34 = 3ja = 41a6 = 2 3 4 5 8 7 a 9 10 11 12 13 17 bit 11 3x3 = bit 11 34 = 18 = 4x5 = 3x4 = 3)a = 1 X3 I I 31S MT20HS FP = 4.4 = 34 II 3x3 = 34 7.7.4 23.2-12 l 7.7.4 15.7.8 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. In (toe) Udefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.58 Vert(LL) 0.15 18-19 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.76 Vart(CT) 0.21 18-19 >895 240 MT20HS 1871143 BCLL 0.0 Rep Stress Ina YES WB 0.57 Horz(CT) 0.04 14 n/a n/a BCDL 5.0 Code FBC2017frP12014 Matrix-S Weight: 121 Ill FT = 20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6.0-0 oe purlins, BOT CHORD 2x4 SP No. I (flat) 'Except* except end verticals. 14-17: 2x4 SP No.2(flat) BOT CHORD Rigid Ceiling directly applied or 6-" oc bracing. WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 27-295/0-8-0, 14-79910.3-8, 23-1427/0.8-0 Max Uplift 27=-1(LC 4) Max Grav 27=375(LC 3). 14-811(LC 7). 23=1436(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-27-375/0, 13-14=-805/0, 1-2-283135. 2-3=-511/173, 3-5=-511/173, 5-8=0/844, 6-7-37510. 7-8=1609/0. 8-9=-241510, 9.10=2415/0, 10-11=-2390/0, 11-12=19W10, 12-13=-79410 BOT CHORD 25- 26-1731511. 24-25--173/511, 23-24=-459/222, 22-23=-84410. 21-22=0/1134, 20-21-0/2087, 19-20= 012415, 18-19=0/2415, 16.18=012286, 15-16=0/1493 WEBS 6-23-1038/0, 1- 26-47/385, 5-23-64110, 2-26-3091188. 5-24=01608, 3-24-292/0, 13-15-0/1057, 6-22- 0/1206, 12-15-972/0, 7-22-1092/0, 12-16-0/565, 7-21-0/697, 11-16=53710, 8-21-709/ 0, 8-20=0/611 NOTES- 1) Unbalanced floor live bads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1 lb uplift at joint 27. 4) Recommend 2x6 strongbacks, on edge, spaced at 10- 0.0 oe and fastened to each truss with 3.10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Philp J. aRegan PE NoA124 WTak USA, Ina. FL Cart HU 6904 Pence Ent Blvd. Tampa FL 33610 Date: January 22,2018 QWARNIM0 - verify design parameters and READ NOTES ON IMS AND INCLUDED saTEK REFERENCE PAOE 111/IF7473 rev. 100MIS BEFORE USE. Deep valid for use only with WTek® mnnaetors. This design Is based only upon parameters shown, and Is toe an individual l u" component. not a was system. Before usa, the budding designer must verily the applicability of dealpn parameters and property Incorporate this design Into the overall budabp design. Bredng indicated Is to prevent luck Ing of kloMdual tnAs web andlor chant members only. Additional temporary and permanent bracing M ITe k' Is always required far stability and to prevent collapsewithpossiblepersonalInjuryandpropertydamage. Fat general guidance regarding the fabrication. Storage, delMry. erection and trading of trusses and truss systems, sea ANSVTPII Quality Criteria, 08829 and SCSI Building Component 6904 Parka East Blvd. Safety Information avellable ham Truss Plata Instdule. 218 N. Lee Street. Suite 312. Alexandria, VA 22314. Tampa. FL 38810 Job Truss Truss Type Oty Ply Park Sq Hms/Barcelona-2392A_C T13018021 P2392AC F3 GABLE 1 1 ob e eall mtu-none wmuer, narrow, rL. she 41 t 4-10.0 t L5x4 II 1 2 3 4 5 6 b. tau 3 aep to Au t t mt t ea enousates. Inc. man Jan Ax t I:VL:90 du ICI raga t 10:IVEi_2vgrkv4uEJUYC2ifzkfng4761o?mRZc7C?CHWXU9crngxhyUkMS7BFukXZo4zsq 15 Scale - 1:37.8 3xS MT20HS FP = 3x3 II 7 8 9 10 11 12 13 14 15 18 17 18 19 20 40 39 36 37 36 35 34 33 32 31 30 29 28 27 28 25 24 23 22 21 1.Sx4 11 18 MT20HS FP = 3x3 II 11.5.4 12.9.4 aa4 2.14 3S4 i 4-114 @ &14 a9.4 1.4-0 1-0 14-0 1.2-0 7.51 a94 la1. 1 124-0 14.14 1554 16&4 1a14 1&54 2afr4 22.14 2-fa9 1.4.0 a9.41.4-0 Id-0 1.4.0 a3.41•012 1412a 7 1.4-0 1.4-0 1•l•0 1.4-0 14. LOADING (pan SPACING- 2-0.0 cSl. DEFL. in loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.11 Vert(LL) n/a We 999 MT20 2441190 TCOL 10.0 Lumber DOL 1.00 BC 0.01 Vert(CT) We n1a 999 MT20HS 1871143 BCLL 0.0 Rep Stress Iner NO WB 0.23 Horz(CT) 0.00 21 Na n/a BCDL 5.0 Code FBC2017/rP12014 Matrix-R Weight: 101 lb FT - 20%F, 1196E LUMBER- BRACING. TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(Bat) BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. OTHERS 2x4 SP No.3(Bat) REACTIONS. All bearings 22-10-8. lb) - Max Grav All reactions 250 lb or less at joint(s) 40, 21, 30. 31, 32, 33. 35. 37. 38. 39. 29. 28. 27. 26. 25. 24, 23, 22 except 36-1004(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 5-36=-99110 NOTES- 1) All plates are MT20 plates unless otherwise Indicated. 2) All plates are Ix3 MT20 unless otherwise Indicated. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 14-0 oc. 6) Recommend 2x6 strongbacks, on edge, spaced at 10.0.0 oc and fastened to each truss with 3.1 Od (0.131" X W) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pin Vert: 2140-10. 1-20-100 Concentrated Loads (lb) Vert: 5=-865 This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Philip J.0'Regan PE No.66126 Well USA, Inc. FL Cart 6634 6204 Parke Ent Blvd. Tampa FL 33610 Date: January 22,2018 QWAAVMO • Vartly doslgn panmafars and READ NOTES ON INS AND INCLUDED AGTEX REFERENCE PAOE MIAT473 nv. /000WON BEFORE USE. Design valid for use ony with MfTek* 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 at design parameters And property Incorporate Ihls design Into the overall butldlrq design. Bracing Indicated Is to prevent buckWeg of Individual truss web snorer chord members anty. Additional temporary and permanent bracing M iTek' le always fanptlmd for stability and to prevent collapse with possible personal Injury and property damage. For Worst guidance regarding the fabrication, storage, delivery. erection and bracing of wises and truss systems, see ANSlfTPI1 Ouallty CrItarrs, OSS49 and SCSI Building Component 890r Parka East Blvd. Safety Infomtatlon available from Truss Plate Institute. 219 N. Lea Streal, Suite 312 Alexandria. VA 22314. Tampa. FL 36610 Job Truss Truss Type Oy Ply Perk Sq Hma/Bareelons-2392kC T13018022 P2392AC F4 ROOF TRUSS 2 1 Job Reference loationall mta-I-100041 urm0e1, 0anuw, ru. 0.1.8 Hl ID:IUEj_2vq;,v uEJUYC2jfzkfng-nJgP9Km3KwF3dMdSBgnMUeUagEBR107OG7KXzsg14 1 2-' a —i Scale = 1:38.5 34 = 4x4 = 3x5 = 3x5 = 1x3 II 10 = 34 = 34 MT20HS FP = 2 3 4 5 a 7 a 9 4x4 = 5xe 10 11 2.4 II 5xa = 4x4 = 3x8MTIBHS FP = 3x4 = I)d II 34 = 3x4 = I'd II 4x4 = 5x8 = 3x3 II I) a 11 3x4 = LOADING ( psf) SPACING- 2-0.0 CSI. DEFL. in (loc) Udell Ud TCLL 40.0 Plate Grip DOL 1.00 TC 0.88 Vert(LL) -0.45 18 >575 360 TCDL 10.0 Lumber DOL 1.00 BC 0.77 Vert(CT) -0.62 18 >420 240 BCLL 0.0 Rep Stress Ina YES WB 0.77 Horz(CT) 0.09 12 n/a n/a BCDL 5.0 Code FBC2017frP12014 Matrix-S LUMBER- BRACING - TOP CHORD 2x4 SP No.I D(Bat) 'Except* TOP CHORD 8- 11: 2x4 SP No.2(flet) BOT CHORD 2x4 SP No. 1(Bat)'Except* BOT CHORD 12- 21: 2x4 SP OSS(eat) WEBS 2x4 SP No.3(8at) REACTIONS. ( lb/size) 25=11861"-O, 12-1186/G3-8 FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-25-1180/0, 11-12=1179/0, 1-2-1168/0, 2-3-3056/0, 3-4=-4375/0, 4-5-5228/0, 5. 8=5228/0, 6-7-5104/0. 7-9=4419/0, 9-10=-3092/0, 1G-11--1221/0 BOT CHORD 23-244/2260, 22-23=0/3869, 20.22-0/3869, 19.20=0/4872, 18-19=0/5228, 17-18=0/5228, 16- 17=0/4909, 15-16=013891. 14-15=0/3891, 13.14=a/2310 WEBS 11-13=0/1626, 1-24=0/1588, 10-13-1514/0, 2-24-1519/0, 10-14=0/1087, 2-23=0/1108, 9. 14-1086/0. 3.23-110410, 9-16=0l718, 3-20=01688. 7-16-68110, 4-20-691/0, 7- 17=01475, 4-19-47/847, 6.17-576/232, 5-19-363/0 PLATES GRIP MT20 2441190 MT20HS 1871143 MT18HS 2441190 Weight: 114 lb FT - 20%F, 11 %E Structural wood sheathing direly applied or 2-2-0 oc; purlins, except end verticals. Rigid ceiling direly applied or 10.0-0 oc bracing. NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise Indicated. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3.10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Philp J.ORegan PE No.69129 WTak USA, Inc. FL Cart 66U 69U Parke East Blvd. Tampa FL 33610 Will: January 22,2018 A— mmO - Verily dulan paramsfara and READ NOTES ON — AND INCLUDED aaTEK REFERENCE PAOE Hill) 73 rev. fdNL30t3 BEFORE USE. Design valid for use only with MRaldb connectors. This design Is based only upon paramatent shown, and le (Or an Individual building Component, not e truss system. Before use, me building designer must verily the applkADloty of design parnMetaM and preperiy Incorporate this design Into the overall Ouitding design. Bracing Indicated Is to prevent bucWhq Or Individual truss web endlat chord mambent 0". Additional temporary and parmanent bracing M iTek' Is atwaya required for stability and to prevent collapse with possible personal Injury and pmpetty damage. For general guidance recanting the tabtkatlen, storage, delivery, erasion and bracing of trusses and truss systems, sea ANSM11 Quality Criteria, 03042 and SCSI Building component SOW Parke Fast Blvd. Safety Information available ham Truss Plate Institute. 218 N. Lea Street. Subs 312. Alexandria, VA 22314. Tampa. FL 36610 Job Truss Truss Type oty Ply Park Sq Hrns/Bomelona-2392A_C T13018023 P2392AC F5 ROOF TRUSS 5 11 I Job Reference (optional) mm-rwnea LUmaer, oanuw, rr.. I 1- 414 = 2 1 '0---1 o. r.x1 s aep ra su r r mi r ea muusmes, mc. mun dan « r rua:uu zu ro rape 1 IO:16EL2vgrkv4uEJUYC2ifzkFng-FWEnOgnh4ENwEVOufvB4re 1 p9_BCwvnYL20gsusq 13 Scale 2 1:35.6 3x3 = 3x5 = Ix3 II 10 = 3x4 = 1.3 II tx3 II 34 = 34MT20KSFP = 4x5 = 14 = 3 4 5 B 7 8 9 10 1t 12 34 II 44 = 3x8 MTISHS FP = 3x4 = 34 = 34 = 3x5 = 4x5 = 16 4x4 = 34 = 14i-0 4-0-0 843-0 12-4-0 14-10-0 17 4-0 19LO-O 21.4-0 t$-0 2.8-0 241-0 5-100 2-&0 26-0 280 16-0 Plate Offsets (X.Y)- 11:Edoe.0.1-81.118:0-1-8.Edael LOADING (pan SPACING- 2-0-0 CSI. DEFL. In (loc) udea LID TCLL 40.0 Plate Grip DOL 1.00 TC 0.89 V@n(LL) -0.42 16-17 >599 360 TCDL 10.0 Lumber DOL 1.00 BC 0.72 Vert(CT) .0.58 16-17 >435 240 BCLL 0.0 Rep Stress Ina YES I WB 0.73 Horz(CT) 0.09 13 nla n/a SCOL 5.0 Code FBC2017/rP12014 Matrix-S LUMBER- BRACING - TOP CHORD 2x4 SP No. I(8at)'Except' TOP CHORD 9-12: 2x4 SP No.2(flat) BOT CHORD 2x4 SP No. I(flat) *Except* BOT CHORD 13-20: 2x4 SP OSS(eat) WEBS 2x4 SP No.3(8at) REACTIONS. (lb/size) 23-115310-3-8, 13=115310-4-0 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 260 (lb) or less except when shown. TOP CHORD 1-23-1148/0, 1-2=-1191/0. 2-3-301510, 3-4=-4220/0, 4-5=4999/0, 5.8=-4999/0, 6-7=-4999ro, 7-8=-464010, 8.10-369010,10.11=217710 BOT CHORD 21-22=0/2249, 19-21-0/3748, 18-19=0/4686, 17-18=0/4999, 16.17=0/4938, 15.16=0/4296, 14-15=0/3066.13.14=0/1257 WEBS 11-13=167110, 1-22=0/1538, 11-14=0/1279, 2-22=1472/0, 10-14-1237/0, 2-21-011064, 10-15= 0/868, 3-21=1020/0. 8.15=-84310, 3.19=0/656, 8-16=0/479, 4-19-64710, 7-16=-455I0, 4- 18=66/766, 7-17--295/536, 5-18=35110. 6-17-256/75 25 O PLATES GRIP MT20 244/ 190 MT20HS 187/143 MT18HS 244/190 Weight: 109 lb FT - 20%F, 11 %E Structural wood sheathing directly applied or 2-2-0 oc purlins. except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced floor live bads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3.10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Phitlp J. Megan PE No.58128 MITsk USA, Inc. FL Carl 4434 6904 Parke East Blvd. Tamps FL 33810 Date: January 22,2018 QW mma - vwlry design parameters and READ NOTES ON INS AND INCLUDED AOTEK REFERENCE PAGE 11/147472 ray. t"WOrs BEFORE USE. Design valid tot use only with MiTelob connectors. This design la based only upon parameters dawn, and Is for an Individual building component, not a truss system. Before use, the building designer must verity me applicability of design parameters and property Incorporate mu design Into the overall budding design. 8radng Indicated Is to prevent buckling of Individual truss web andfor card members only. Additional temporary and permanent braeing M iTe k' la sways required forstabilityandtopreventeonapsewithpossiblepersonalInjuryandpropertydamage. For general guidance regarding the fabrlestIon. storage, delMry. erection and breldng el trusses snd truss systems, we ANSIRPII Quality Criteria, OSS49 and SCSI Building Component 6904 Parke Fast am. Barely Information available from Truss Plate Institute. 218 N. Led Street. Suite 312. Alexandria. VA 22314. Tampa. FL 36610 Job Truss Truss Type Oty Ply Park Sq Hms/Bareelona-2392A C T1301e024IP2392ACFSAGABLE11 D e e to i all mia-rionaa Lumoer, oartow, rL. D.He a. t Jar a aaP ra as a car i as rrruuaaroa, ma, man Jan cc r cuca r fA 10 raya r ID:ItiEL2vgrkv4uEJUYC2jFzkfng-jio900oKrXVnsfl4CdJOnZAWOiS(X_hailDOPzsq 12 0-ice Scale a 1:35.6 34 MT20HS FP = 3,6 = 3 4 5 8 7 8 9 10 11 12 13 14 15 16 17 37 7 35 34 33 32 31 30 29 28 27 28 25 24 23 22 21 20 i9 18 34 = 34 MT20HS FP = 3x3 = 10La 10.11-8 1.44 ' 1.4-0 1 1.4-0 1 1.4-0 ' 1-" 1.4-0 ' 1.1-8 01-e '67-8 04-8 14-8 ' 1.4-0 0.34 1-" 1.4-0 14.0 1.4-0 1.1-0 ' 14-0 LOADING (pan SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a n/a 999 MT20 2441190 TCDL 10.0 Lumber DOL 1.00 BC 0.02 Vert(CT) n/a n/a 999 MT20HS 1871143 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 1B n/a n/a SCOL 5.0 Code FBC2017frPI2014 Matrix-R Weight: 93lb FT a 20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(8at) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oe purlins, BOT CHORD 2x4 SP No.2(8at) except end verticals. WEBS 2x4 SP No.3(8at) BOT CHORD Rigid ceiling directly applied or IG-0.0 cc bracing. OTHERS 2x4 SP No.3(8at) REACTIONS. All bearings 21-4-0. lb) - Max Grav All reactions 250 lb or less at joint(s) 35, 18. 34, 33, 32, 31. 29. 28. 27. 26, 25. 24. 23. 22, 21. 20.19 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES. 1) All plates are MT20 plates unless otherwise Indicated. 2) All plates are 1x3 MT20 unless otherwise Indicated. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement i.e. diagonal web). 5) Gable studs spaced at 14-0 cc. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0.0 cc and fastened to each truss with 3-10d (0.131' X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Philip J. ORegan PE No.58128 WTek USA, Ina. FL Ced 41U 9904 Perks Ent Blvd. Tempe FL 31818 Date: January 22,2018 AWARNING - Vanity design paramsfas and READ NOTES ON THIS AND INCLUDED ANTEK REFERENCE PAGE Ma-7472 rev. tUL12015 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 a truss system. Before use, the buedktg designer must verity me applicability of design parameters and property Incorporate this design Into me overall building design. Bracing Indicated Is to prevent bucking of Individual truss web and/or chord members only. Additional temporary and pemlendrd bracing M iTe k' Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication, storage, delivery, arecilen and bracing of trusses and truss systems, ase ANSVTPII Quality Criteria, 03842 and BC31 Building Component 6904 Parke East Blvd. Safety Information available from Truss Piste Institute. 218 N. Lace Sit". Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oy Py Perk Sq Hrns/Barcelons-2392l_C T13018025 P2322AC FOG ROOF TRUSS 1 d don MID-1•10110a Lumoer, aanow, FL. e.13u s bep 10,iu1I N111eK Incusmes, Inc. man ran ac i t:u4at Auto rage i ID:16Ej_2vgrkv4uEJUYC2jfzkfng-jio900oKrXVnsfl4CdJOnZ2wOU71JDhatIDOPzsq 12 0.1.8 H 1-0 1.11-12-i Scale = 1:32.8 axe = 4x6 II 516 11 44 11 2x6 II 34 11 3x8 II axe II 7x8 II 31d II 2 3 4 5 6 7 23 8 9 10 11 44 11 exit = 3x8 11 $xe II 24 II 34 11 16 11 3x6 11 6x7 = 616 = tx3 = 12.2-12 r 19-2-12 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Uden L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.63 Vert(LL) 0.31 15-16 745 360 MT20 244/190 TCOL 10.0 Lumber 1.00 BC 0.93 Vert(CT) 0.42IS-16 541 240 BCLL 0.0 Rep Stress Ina NO WB 0.91 Horz(CT) 0.06 12 n/a n/a BCDL 5.0 Code FBC20171TP12014 Matrix-S LUMBER- BRACING - TOP CHORD 2x4 SP No.2(nat) TOP CHORD BOT CHORD 2x4 SP No.l(nat) WEBS 2x4 SP No.3(nat) BOT CHORD REACTIONS. (lb/size) 12-1908/0-3-8.21-1244/0.8-0 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3-2620/0, 3-4=-3761/0, 4-5=-5278M, S-6= 6147/0, 6.7=6147/0, 7-8=-6398/0, 8-9-5251/0, 9-10--3782/0 BOTCHORD 20-21-011520. 19-20=013761. 18-19=0/4688, 17-18=0/6147, 16-17=a/6147, IS-16=0/6521, 14- 1 5= 016 150, 13.14=0/5251, 12-13=012334 WEBS 10.12- 2972/0, 2-21-1918/0, 10.13=0/1915, 2-20=0/1456, 9.13-1906/0, 9-l4=0/711, 3-20-148010. 3-19=0/706, 8-14-116510. 4-19-107210. 8-15=0/396, 4-18=0/993, 7-15-382/ 77, 5-18-134410. 7-16-8371363, 5.17=-62/432 Weight: 152 Ill FT = 20%F, 1196E Structural wood sheathing directly applied or 6-0-0 oc putting, except end verticals. Rigid ceiling directly applied or 10.0-0 oc bracing. NOTES- 1) Unbalanced floor live bads have been considered for this design. 2) Bearing at joint(s) 21 considers parallel to grain value using ANSI/rPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3.10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 357 lb down at 13-5-8. and 357 lb down at 15.5.8, and 357 lb down at 17-6.8 on top chord. The designiselection of such connection device(s) Is the responsibility of others. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead * Floor Live (balanced): Lumber Increase=1.00, Plate Increase-1.00 Uniform Loads (plt) Vert: 12-21- 10. 1-11-100 Concentrated Loads (Ib) Vert: 10-357( F) 9-357(F) 23=-357(F) This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Philip J. alkegan PE No.69126 Wait USA, Inc. FL Cart 6634 69k Parke East Blvd. Tampa FL 33610 Date: January 22, 2018 Q WARNING - Vw* das/gn parsmsta and READ NOTES ON TOGS AND INCLUDED AOTEK REFERENCE PAGE 01-7472 rev. VO/M015 BEFORE USE. Design valid for use only with Mrek® connectors. This design is tweed only upon parameters Shown, and Is for an Individual building component, not a truss system. Before we, the building designer must verify the appllabiitty, of design parameters and properly Incorporate this design Into the overall building design. Sred ii indicated Is to prevent buckling of IndMduel truss web and/or chard members only. Additional temporary and permanent brwAng M iTe k- Is always rsqulradforstabilityandlepreventcosepaewellpossiblepersonalInjuryandpropertydamage. For general guidance regarding the fabrication. storage, delivery, erection and bracing of trusses and truss systems, sea ANSVIPII Quality Cnterta, 09842 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Tens puts Institute. 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Tamps. FL 36610 Job Truss Truss Type Oty Ply Park Sq HmslBafcelona-2392A C T13018028 P2392AC F7G ROOF TRUSS 1 I Job Reference (optional) MIC-1-10111da Lumber, tJBnoW. 1-L. 0-1-8 H 1f3.0 a. tau s aep to cu t t mr i as mbumnes, roc. mon aan ee t cuc:ac cu la rage t 10:ltiEL2vgrkv4uEJUYC2iFzkf ng-BuMXd MpyaddUpaHmKEYW?6EFngBOnzgpMVnxszsq 11 1.1 Scala • 1:32.8 2x8 II 14 = 74 11 44 II 30 11 &A 11 24 11 5x8 II 4x8 II 4x8 II 8x8 = 3xe II 1 2 3 4 23 5 8 7 8 9 10 11 Sx8 II 6x7 = 3x7 II 3x8 II 2xe II 4x8 11 4x8 II axe 11 are = B)d = ba = 19-2-12 19-2.12 LOADING (psi) SPACING- 2-0.0 CS1. DEFL. in loc) gdefl Ud TCLL 40.0 Plate Grip OOL 1.00 TC 0.53 Vert(LL) 0.30 17 769 360 TCDL 10.0 Lumber DOL 1.00 8C 0.95 Vert(CT) 0.41 17 559 240 BCLL 0.0 Rep Stress Incr NO WB 0.88 Horz(CT) 0.06 12 n/a n/a BCOL 5.0 Code FBC2017/rP12014 Matrix-S LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD BOT CHORD 2x4 SP No. t(flat) WEBS 2x4 SP No.3(flat) BOT CHORD REACTIONS. (lb/size) 12-128110-3-8.21=175810-8-0 FORCES. (lb) -Max. Comp./Max. Ten. -Aft forces 250 (lb) or less except when shown. TOP CHORD 2-3=-357210, 3.4=-5014/0, 4-5--6426/0, 5-6=6667/0, 6.7=-6667/0, 7-8-5422/0, 8-9-386610. 9-10=-2693/0 BOT CHORD 20-21=012174, 19-20=0/5014, 18-19=0/6029, 17-18=0/6667, 16-17=0/6667, 15-16=0/6103, 14-15=0/ 4775, 13-14-0/3868, 12-13=0/1549 WEBS 10-12- 1971/0. 2-21=2744/0, 10.13-0I1514, 2-20=0/1850, 9-13=1520/0, 9.14=0/773, 3-20=1870/ 0, 3-19=0/820, 8-14=-1179/0, 4-19=131610, 8-15=0/856, 4-18--0/618, 7-15=901/0, 5-18=- 712/162, 7-16=-80/1157, 5-17=-385/145, 6.16=-430/0 PLATES GRIP MT20 2441190 Weight: 152 lb FT = 20%F, 11 %E Structural wood sheathing direly applied or 6-0-0 oc purlins. except and verticals. Rigid ceiling directly applied or 10. 0-0 oC bracing. NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Bearing at joint(s) 21 considers parallel to grain value using ANSIrrPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 3) Recommend 2x6 strongbacks, on edge, spaced at 10.0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 239 lb down at 1-941. 239 lb down at 3-9-8, and 239 lb down at 5-9-8, and 239 lb down at 7-9-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase-1.00, Plate Increase=1.00 Uniform Loads (pit) Vert: 12-21- 10. 1-11= 100 Concentrated Loads (lb) Vert: 2=-239( 8) 3=239( 8) 5-239(8) 23=239(13) This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. PhWp J. URegan PE N*.S8126 . kllTak USA, Inc. FL Cart $834 69U Parke East Blvd. Tamps FL 33919 Data: January 22,2018 Q wARN/ No • Varlfy deslgn parameters and READ NOTES ON Ties AND INCLUDED MTEK REFERENCE PAGE 11111114472 tay. 14e2/2015 BEFORE USE. Design valid far use only with MITek®dmhociors. This design la based only upon parameters shown, and Is for an Indhridual building component, ad a truss "am. Before use, the building designer must verify the applicability of design pafinetefs and property UwArporato this design Into the overall building design. Bracing Indicated Is a prevent bucklktg of Indlvldual truss web andlor chord members only. Additional temporary and permanent bracbp M iTek' Is always required la stability andtopreventcollapsewithpossiblepersonalInjuryandproperlydamage. For general guldanca regarding the fabrication. storage, delhery, aradion and bracing of trusses and truss systems, we ANSIRPI1 Dually Criteria, 03049 and SCSI Building Component 8904 Parka Fast BM. Safety information awllable from Teas Plata Institute, 21a N. Lail Strad, Suds 312. Alexandria. VA 22314. Tampa, FL 36610 Truss truss Type Oty Ply Park Sq HmslBarcelona-2392A-C T13018027rb382ACF8 . ROOF TRUSS 5 1 Job RaftOo a mla-/lone Lumber, nanow, I-L. at-e H 1.3.0 lx3 = 1 34 3x3 = 1x3 II 2 3 a.l du s aep ia LV i r mr 1 eK inauslnes, mc. man Jan LL i uux:aJ LV la raga r I D:ItiE)_2vgrkv4uEJUYC2jf zkFng-(5wwripaN91U5zgTK 11nTCeR 1 BHa7NH_20E KTlzsq 10 I)a II 3x3 = 4 5 S le = t:18.8 3x3 = 8 I)a = U U 11 10 9 3x3 8 3.4 11 LOADING (psQ SPACING- 2-0-0 CSt. DEFL. In (loc) Udefl Ud TCLL 40.0 Plate Grip DOL 1.00 TC 0.40 Ven(LL) 0.05 tat t 999 380 TCOL 10.0 Lumber DOL 1.00 SC 0.41 Ven(CT) 0.06 10-11 999 240 BCLL 0.0 Rep Stress Incr YES WB 0.30 Horz(CT) 0.01 7 Me n/a BCOL 5.0 Code FBC2017/TPI2014 Matrix-S LUMBER- BRACING. TOP CHORD 2x4 SP No.2(flat) TOP CHORD SOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BOT CHORD REACTIONS. (lb/size) 12-540/0-3-8, 7-540/0-3-8 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-537/0. 6-7--537/0. 1-2=-52010. 2-3=1116/0, 3.4=1116/0, 4-5--1116/0, "=-520/0 BOTCHORD 10-11=01940.9-10=0/1116,8-9=0/940 WEBS 6-8=0/632, 1-11=0/632, 5-8=-583/0, 2-11-58310, 5-9=0/383, 2-10=01383 3x4 II PLATES GRIP MT20 2441190 Weight: 54 lb FT - 20%F, 1196E 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 floor live loads have been considered for this design. 2) Bearing at joint(s) 12. 7 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Philip J. Milan PE No.68126 IdiTak USA, Inc. Fl. Carl 4634 62U Parke Ent Blvd. Tampa FL 33610 Oats: January 22,2018 Q WARNINO - Verify design parameters and READ NOTES ON TIES AND INCLUDED AOTEK REFERENCE PAGE M8,703 rev. tO0212015 BEFORE USE. Deep valid rot use any with MRek® connectors. This design Is based Croy upon parameters Mown, and is for an Individual building Component, not a truss system. Bator* use, the building designer must verify tiro applicability of design parameters and property Inwporate this design Into the overact building design. Bracing Indleated Is to prevent budding of Individual truss web and/or chard members way. Additional temporary and permanent bracM0 Welk' Is aisrays required for Stability and to prevent canape@ with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing at truseas and truss systems, sea ANSVIPIt Quality Cdteds. 03049 and 8C51 Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Piste Institute, 210 N. Lila Street, Suite 31 Z Alexandde. VA 22314. Tampa, FL 38810 Job Truss Truss Type Oy Ply Park Sq Hms/Barcelona-2392A C T13018028 P2392AC FBA ROOF TRUSS 1 1 ob Reference (ontionall mia-t•tanaa LUmoef, COMM I'L. 1J-0 TRUSS IS NOT DESIGNED TO SUPPORT CONCENTRATED LOADS AT ITS CANTILEVERED END(S). ba = 3,0 II 3)d = 1x3 II t 3)d= 2 3 4 13 3 0.10u 3 Dep I 4u I I can I ea muuemee. Inc. mu" aan ac t t:uc:ad to to rage r ID:IUEj_2vgrkv4uEJUYC2iFzkfng-(SwwdpaN91U5z9TK 1InTCeOhBHP709_20EKTlzsq 10 1x3 II 34 = 8 Scale - 1:16.8 3x3 = 7 I)a = 11 10 9 3x8 MT20MS = 1.6.4 34 = t•4-0 f1-2-0 ' 2.8.12 0.2.4 4•&o 1440 ' LOADING (par) SPACING- 2-0411 CSI. DEFL. In loc) Udefl Ud PLATES GRIP TCLL 40.0 Plate Grip OOL 1.00 TC 0.48 Vert(LL) -0.05 9-10 >9W 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.00 BC 0.43 Vert(CT) -0.07 9-10 >999 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES W El 0.24 Horz(CT) 0.01 8 n/a n/a BCOL 5.0 Code FBC20171TP12014 Matrix-S Weight: 57 lb FT = 20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. Except: 6-0-0 oc; bracing: 12-13. REACTIONS. (lb/size) 8=440/0-4-0, 12-63910-8-7 Max Grev 8=450(LC 4). 12=639(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 7.8=45310, 3-4=-761/0, 4-5-761/0, 5-6=-761/0, 6-7=-424/0 BOT CHORD 11-12-0/427. 10-11=0/761, 9-10=01740 WEBS 7-9=0/513, 6-9=440/0, 3-12=589/0. 3.11=0/505, 4-11-261/0 NOTES. 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Bearing at jolnt(s) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verlfy capacity of bearing surface. 4) Recommend 2x8 strongbacks, on edge, spaced at 10.0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Philip J. O'Regan PE No.68126 Wait USA, Inc. FL Cart $636 6994 Parke Ent Blvd. Tampa FL U610 Data: January 22,2018 Q w-NG . vartry daalan pammetere and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. faNLlafa BEFORE USE. Design valid for use mly with M(TakS connectors. This design Is based only upon parameters shown, and is for an Individual building Component, not a truss "am. Before use, the building designer must valiy 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!Tek" Is always requlred for stability end to prevent Collapse with possible personal Injury and property damage. Fat general guidance regarding the rabricatlon• storage. delivery, erection and bracing of trusses and truss systems, me ANSVTPI1 Quality Criteria, OSB49 and SCSI Building Component 9904 Parka East Blvd. SafetyInformation available from Truss Plate Institute. 218 N. Lea Street. Suite 312. Alexandria, VA 22314. Tamps. FL 36610 Job Truss Truss Type Park Sq Hms/Bafcetona-2392A C T13018029 P2392AC F9 ROOFTRUSS 10ty IPly4 1 b al mla-r,onaa Lumber, aanow. P-L. 1.3.0 1.4.8 a.1Ju s sep 1n zuI i ant I es industries. Inc. man aan as 1 uu co% aura rage i ID:IUEL2vgrkv4uEJUYC2iFzkfng-7HU122gCBStL(7kfulG09OBh3bipssT7Gg_I?kzsq 17 1.54 IIrJ II 1x3 II 3x8 = 1x3 II tx3 11 3x6 = 1 3x6 — 2 3 4 5 6 7 h r r i Ila r r "0 i owl A a 3.3 It 34 11 Seale - 1:16.7 44.8 4 9-1-0 44.6 0-1 4-7-0 Plate Offsets (X.Y)— f7:0.3-0.Edoel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In loe) Uden L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.12 Verl(LL) -0.01 9 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.10 Vert(CT) -0.01 9 >999 240 BCLL 0.0 Rep Stress In<r YES WB 0.14 Horz(CT) 0.00 8 n/a n/a SCOL 5.0 Code FSC2017/TPI2014 Matrix-S Weight: 53 lb FT - 20%F, 1196E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc; purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 6-" oc bracing. REACTIONS. (lb/size) 14=239/Merhenical, 8=243/Mechanical, 11-490/0-8-0 Max Grav 14-249(LC 10). 8-253(LC 7). 11-494(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 4-11=-476/0, 1-13=0/293, 4-12-0/279, 7-9=0/300, 4-10=0/285 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to glyder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Slrongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Philip J.IYRegan PE No.66126 MITek USA, Inc. FL Cad 6634 6t10/ Parke East Blvd. Tampa FL 33616 Gale: January 22,2018 QWARMNO - Vadry dasrgn panrttat. and READ NOTES ON rMB ANO INCLUDED M1TEK REFERENCE PAGE M11-f172 rev. f&VWOfS BEFORE USE. Design validfor use onlywah Mfrek®connadora. This design Is based ony upon parameters shown, and le for an IndMoual bueding eonWneM, rat s truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the ovataa building design. Bracing Indicated Is to prevent budding ofindividual Inns web artd/a sent membersonly.Additionaltemporary and permanent bracing M iTek' Is akways requiredforsiabsayandtopreventcollapsewinpossiblepersonalInjuryandpropertydamage. For general guidance regarding the falrk:mlon. storage, delivery, erectse ion and bracing oftrussesandtrusssystems, a ANSVcriteria.TPIt Quality criteria. a. OS1342 and BCSIBuilding component 0904 Parke East Blvd. Safety lntonnatlen available ham Truss Plate Institute. 218 N. Lea Street. Suite 312. Alexandria. VA 22314. Tampa. FL 38810 Job Truss Truss Type Oty Ply Park Sq HmslBarcelona-2392kC T13018030lJobP2392ACF9AGABLE11 Reference ww-r1011ea Lumber, oana v, rL. 214 II 3 1x3 II sap a rvyv . ID:IUEj_2vgtkv4uEJUYC2iFZkfng-bT1gGOrgvm?CLHJsRSnFYdksL73UbLyH\AgRXAzsgl_ 4 Ix3 11 S Ix3 II 634 11 Scale - 1:12.7 12 11 10 9 8 7 3x3 II 1x3 11 1x3 11 tx3 II 1x3 11 3x3 II 14-0 2-8-0 2 •12 34-2 3-11.8 2-0 S$-0 6-10-0 14.0 14-0 2 0I 4 0$-8 2.8 14-0 14-0 LOADING (pan SPACING- 2.0-0 CSI. DEFL. In floc) Well Vd PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.09 Vert(LL) n/a n/a 999 MT20 2441190 TCDL 10.0 Lumber DOL 1.00 Be 0.01 Vert(CT) n/a n/a 999 SCLL 0.0 Rep Stress Inv YES WB 0.03 Horz(CT) 0.00 7 n/a n/a BCDL 5.0 Code FBC2017fTP12014 Matrix -Ft Weight: 33 lb FT - 20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc purtins. BOT CHORD 2x4 SP No.2(0at) except and verticals. WEBS 2x4 SP No.3(0at) BOT CHORD Rigid ceiling directly applied or 10-0-0 oil bracing. OTHERS 2x4 SP No.3(8at) REACTIONS. All bearings 6-10-0. lb) - Max Grav All reactions 250 lb or less at joint(s) 12, 7, 8, 9, 11, 10 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Gable requires continuous bottom chord bearing. 2) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 3) Gable studs spaced at 14-0 oil. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3.10d (0.131" X r) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Philip J. URegan PE No.66126 WTek USA, Ina. FL Cart 6634 6M Parke Ent Blvd. Tampa FL 33619 Datr. January 22,2018 Q wARNINO • verity design parameters and READ NOTES oN Ties AND INCLUDED NITEK REFERENCE PAGE NII.74T3 rev. 10011"015 BEFORE USE. Design valid tar use only with Mrrek® Connectors. This design Is based only upon parameters shown, and b lot an IndMdual building Component. AM a truss system. Before use, the building designer must verity Ile sppllubilily of design parameters and property b,corparato Itds design into the overall building design. Bracing indicated Is to prevent buckling of indMdual truss web andlar Chord members only. Additional temporary and pam,erent braWg MiTek' It always raqulred lot ttatltlay and to prevent collapse with possible pananal Injury and propel damage. For general guldIMC11 regarding the fabrication, Storage, dellery, erection and bracing of trusses and truss systems, sae ANSI TPII Quality Criteria. 0384e and SCSI Building Component 6MM Parke East Btw. Safety Informatlon available from Truss Plate Institute. 216 N. Lae Street. Suite 312. Alexandria, VA 22314. Tampa, FL 38610 Truss Truss Type City Ply Park Sq Hma/Bereefona-2392l_C T13018031rb392ACF10GABLE11 0 o al mru-munue wmuar, oanuw, rl. I Ix3 II 2 1x3 II 1x3 = 14 = o. r ou s asp m -u r r mr r ua uruuamas, mc. mun am w c< raga ID:IUEL2vgrkv4uEJUYC2jFzkFng-OMtWydixVOcmWazkle4gbJnz42JxWMFtz72MeJzsq 19 Scale a 1:13.4 3 1 x3 11 4 1)0 11 5 1 x3 11 a l x3 11 7 3x3 11 14' 13 12 11 10 9 8 t x3 II I x3 11 1 x3 11 t x3 11 t x3 11 t x3 11 3x3 11 LOADING (pan SPACING- 2.0-0 CSI. DEFL. In loc) Udell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.09 Ven(LL) We n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(CT) We We 999 SCLL 0.0 Rep Stress Incr NO WB 0.03 Horz(CT) -0.00 8 We We BCDL 5.0 Code FBC20171TP12014 Matrix-R Weight: 35 lb FT - 20%F, 1196E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 7-2-8 oc purlins, BOT CHORD 2x4 SP No.2(8at) except end verticals. WEBS 2x4 SP No.3(0at) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 7-2-8 lb) - Max Grav All reactions 250lb or leas at joint(s) 14, 11, 12, 13. 10. 9 except 8=1291(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 7-8=-128710 NOTES- 1) Gable requires continuous bottom chord bearing. 2) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 3) Gable studs spaced at 14-0 oc. 4) Recommend 2x6 st(ongbacks, on edge, spaced at 10.0.0 oc and fastened to each truss with 3.10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. LOAD CASES) Standard 1) Dead + Floor Live (balanced): Lumber Increase-1.00, Plate Increase-1.00 Uniform Loads (plf) Vert: 8-14-10. 1-7=-100 Concentrated Loads (lb) Vert:7--1265 This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Ph61p J.0'Regan PE No.66126 MiTsk USA, (me. FL Cart 6634 6OU Parke East Blvd. Tamps FL 33610 Data: January 22,2018 Q WARNINO • VaN/y dastgn panrrratara and READ NOTES ON rNIS AND INCLUOEO WTEK REFERENCE PAGE aaWQ3 tay. tdN31tdta BEFORE USE. Design valid far use any with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss "am. Before use, the building designer must vent' the appllrabilly of design parameters and property Incorporate (his design Into tbe overall OuaNng design. Bracing Inalcated Is to prevent budding of Individual truss web andfor Chord members 0". Additional lamporary and permanent bracing M!Te k' Is always required for stability and to prevent collapse with possible personal Injury so property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, sea ANSUrPII Dually Criteria, OS1328 and BC81 Building Component 8804 Parka East Blvd. safety Information available from Truss Plate Institute. 218 N. Lea Street. Suits 312. Alexandria. VA 22314. Tamps. FL 36610 Job Truss Truss Type City Ply Park Sq Hms/Bareelona-2392A C T13018032 P2392AC F11 ROOF TRUSS 8 1 Reference mia-moncia Lumber, Barlow, I-L. H 1-3-0 1 34 _ e.13u a sep 13 zui I cot I ex industries, mc, man aan zz 11:dz:43 2Ule rage I 10:IdEL2vgtkv4uEJUYC 2iFzkFng-uYRu9ziZGhkd8kYxsMcv8WJ2wza7FnEoCmlvBmzsq 18 1.2.4 3x3 = 2 3 34 = Scale - 1:12.9 16 = 4 1411 34 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In loc) Well L/d TCLL 40.0 Plate Grip DOL 1.00 TC 0.47 Vert(LL) 0.02 6-7 M 360 TCOL 10.0 Lumber DOL 1.00 BC 0.33 Vert(CT) 0.02 6-7 999 240 BCLL 0.0 Rep Stress Incr YES WB 0.18 Horz(CT) 0.00 5 n/a We SCOL 5.0 Code FBC2017rrP12014 Matrix-S LUMBER- BRACING - TOP CHORD 2x4 SP No.2(8at) TOP CHORD SOT CHORD 2x4 SP No.2(8at) WEBS 2x4 SP No.3(flat) BOT CHORD REACTIONS. ()b/size) 10=364/0-".5-364/Mechanical FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-358/0, 4-5=359/0, 1-2=-269M. 2-3=525/0. 3.4=-27910 BOT CHORD 8-9=0/525, 7-8=0/525, 6.7=0/525 WEBS 4-6=0/371, 1-9=0/366, 3-6=-334/0. 2-9=-34810 PLATES GRIP MT20 2441190 Weight: 39 lb FT = 20%F, 11 %E Structural wood sheathing directly applied or 6.0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10.0.0 oc bracing. NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0.0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Philip J. aRegan PE No.68126 MiTak USA, ino. FL Cart46U 6984 Parke East Bhd. Tampa FL 11818 Data: January 22,2018 AWARNING - VrhV dealgn perversions and READ NOTES ON rMS AND INCLUDED ANTEX REFERENCE PAGE 11111-7473 rev. 10OW2015 BEFORE USE. Oaslgn valid for use only with MfTak* connectors. This design Is based only upon parameters shown, and Is for an Individual busdng component, not a Wu system. Before use, the building designer must verity the applicability of deep 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, delMry. erection and bracing of trusses and truss systems, see ANSIRPII Quality Clem, OSS49 and SCSI Building Component 6904 Parka East BIM. Safety Information available from Truss PMIa Institute. 216 N. Lee Street. Suite 312. Alexandria. VA 22314. Tampa. FL 36610 Job Truss Truss Type City Ply Park Sq HmslBarcelona-2392A_C T13018033 P2392AC F11G ROOF TRUSS 1 1 I b Reference (optional) ma-vionaa Lumoer, nanow. I•L. 0.14 I —I i1 1 30 = e.tau s aep to zu i r con ax inousutes, inc. mon lean zz i rucgo zu ro rage r ID:IUEj_2vgrkv4uEJUYC2iFzkFng-MI7GNJkB17sUmu770378hksOdNga_BSyRO2SjCzsgl7 I 1.24 i 10 = 2 3 3X3 - 19 = 4 1x3 II 3.3 II Scale = 1:12.9 6.11.4 6.114 LOADING (psQ SPACING- 2-0-0 CSI. DEFL. In loc) Udefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.92 Vert(LL) -0.04 6-7 >999 360 MT20 244/190 TCOL 10.0 Lumber DOL 1.00 BC 0.76 Vert(CT) -0.05 6-7 >999 240 BCLL 0.0 Rep Stress Incr NO WS 0.37 Horz(CT) 0.01 5 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight: 39 lb FT = 20%F, 1196E LUMBER- BRACING - TOP CHORD 2x4 SP No.1(fiat) TOP CHORD Structural wood sheathing directly applied or 6 0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 10=77410.8-0, 5=77410.3-8 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-767/0, 4-5=-769/0, 1-2=565/0, 2-3-1119/0. 3-4-58510 BOT CHORD 6-9=0/1119. 7-8=0/1119. 6.7=011119 WEBS 4-6=0/779, 1-9=0/767, 3.6=725/0, 2-9-753/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Girder carries tie-in span(s): 7-" from 0-" to 6.11-4 3) Recommend 2x6 strongbacks, on edge, spaced at 10" oc and fastened to each truss with 3.1Od (0.131' X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 1) Dead * Floor Live (balanced): Lumber Increase=1.00. Plate Increase-1.00 Uniform Loads (pit) Vert: 5-10=10, 1-4=224 This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Philip J. ('Regan PE No.68126 h11Tsk USA, Inc. FL Cott 4624 69U Parke East Blvd. Tamps FL 0.1610 Onto: January 22,2018 AWARNING - VwW design parameters and READ NOTES ON TNI3 AND INCLUDED AeTEK REFERENCE PAGE 11/11-7472 rev. fae3r20re BEFORE USE. Deep valid for use only with MITsk® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, nil a truss system. Before use, the building designer must verily the applicability of design parameters and property Incorporate this design into the ovens building design. Bracing Indicated Is to prevent buckling of Individual truss web and/Or Gard members Only. Additional temporary and permanent bracing M ITek" Is always required far stability and to prevent Collapse with possible personal Injury and property damage. For general guidance regarding the isbr, Ion. storage, delivery, eractan and bracing of trusses and truss systems, see ANSVTPn Quality Criteria, 03849 and BCSI Building component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Tampa, FL 36610 11 Job Truss Truss Type Dry Ply Park Sq HmslBareelona-2392l_C T13018034 P2392AC F12 ROOF TRUSS 3 1 ball mta-rlonae salmaer, onnow, rL. 1-3-0 1 16 = 10 34 11 1• . ,. .. .... ail.. . IO:IGEj_2vgtkv4uEJUYC2jfzkfng-MI?GNJkB 1?sUmu770378hksDhNwR_ESyRo2SjCzsq 17 1.2-0 3x3 2 3 3x3 = 3x3 = ba II a e LOADING (pan SPACING- 2 0 0 CS1. TCLL 40.0 Plate Grip DOL 1.00 TC 0.47 TCOL 10.0 Lumber DOL 1.00 BC 0.33 BCLL 0.0 Rep Stress Iner YES WB 0.18 13COL 5.0 Code FBC2017frP12014 Matrix-S LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(8at) WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 10=367/Mechanical, 5=367/Mechanical FORCES. (lb) - Max. Comp.IMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=361/0. 4-5-361/0, 1-2-281/0, 2-3=533/0, 3.4-281/0 BOT CHORD 8-9=0/533, 7-8-01533, 6-7=0/533 WEBS 4.6-0/375, 1-9=0/375, 3-6=342/0. 2-9-34210 3x8 = 4 tx3 II 34 7 8 5 34 II Scale = 1:12.9 OEFL. to loc) I/de0 Ud PLATES GRIP Vert(LL) -0.02 8-9 >999 360 MT20 244/190 Vert(CT) -0.02 8-9 >999 240 Horz(CT) 0.00 5 n/a n/a Weight: 40 lb FT - 20%F, 1196E BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oe purlins, except end verticals. BOT CHORO Rigid ceiling directly applied or 10-0.0 oc bracing. NOTES- 1) Unbalanced Boor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0.0 oc and fastened to each truss with 3.10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. PhWp J. aRegan PE No.66126 6gTak USA, [no. FL Carl 46U 6901 Puts East 8Nd. Tampa FL 33619 Date: January 22,2018 AWARNINO - Verify dasfgn parameters and READ NOTES ON TIOS AND INCLUDED SUM REFERENCE PAGE af1F7473 rev. I&W/20115 BEFORE USE. Design valid for use wily with MUM mnnardors. ThiS design Is bawd only upon parameters shown, and Is for an Individual building Component, not a VUSS System. Before use, the budding designer must verity the applicability of design parameters and property incorporate dxs design into the overall budding design. Bracing Indicated Is to prevent buckling of Individual trust web motor Chord members only. Additional temporary and permanent bracing M iTe k' Is always required for stability and to pravant Collapse with possible personal Injury and properly damage. Fa general guidance regarding the fabrication. storage, delivery, araellon and bMdng of trusses and truss systems, era AN61RPI1 Quality Cfearla, 03842 and SCSI Building Component 6204 Parka Fast Blvd. Safely Information available from Trust Plata Institute, 216 N. Lee Street. Suite 312. Alexandria, VA 22314. Tampa, FL 38810 Job Truss Truss Type Oty Ply Park Sq Hms/Bareelona-2392l_C T13018035IP2392ACFT1SPECIAL112IJobReference (national) Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Mon Jan 22 11:02:56 2018 Page 1 ID:16Ej_2vgrkv4uEJUYC2ifzkfng•3gb2TkaSg473yDu2791U5rGp8OCIKcYOk T 3dzsgOz 2.3.10 4.5.8 8.7-0 &94 10.11.2 13.1-0 15-2-14 77._4 2 196.10 21-108 2-3-70 2-1.14 2-1-14 2-1-14 2-1-14 2.1.14 2.1.14 2-1-14 2.1.14 2314 THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. a's = 1.5x4 II 010 = 1.5x4 II 4x8 = 1.5x4 II US = 5x5 = 4x10 = 1.5x4 II 1 2 3 4 23 5 8 7 24 a 25 9 10 Scale - 1:37.1 SA = 2611 4x4 II 7x10 = 2x4 11 8x10MT2OHS = 2.4 II 4x8 = 2x4 11 US = 2x4 11 7xS = 3x4 11 2-3 10 4-5 8 8 7-0 8'9 4 10 11.2 13 1-0 15 2.14 17-72 79-0 10 21-10-0 r 2J•to 1 2.1.14 ( 2.1-14 2 2.1.14 1 2.1.14 2.1-14 2-1-14 2-1 1 2 LOADING (psf) SPACING- 21 CSI. TCLL 400 Plate Grip OOL 1.00 TC 0.98 TCDL 1&0 Lumber DOL 1.00 BC 0.87 BCLL 0.0 Rep Stress Inn NO WB 0.82 SCOL 5.0 Code FSC2017frP12014 Matrix-S LUMBER - TOP CHORD 2x4 SP No.10 *Except' 8-11: 2x4 SP No.2 SOT CHORD 2x6 SP DSS WEBS 2x4 SP No.3'Except' 1-21,3-21,3-19,5-19,5-17,11-13,9-13,9.15,7-15,7-17: 2x4 SP No.2 REACTIONS. (Iblalze) 22-310110-74.12-255810-3-8 Max Uplift 22=-434(LC 4), 12=-350(LC 5) DEFL. In ( loc) Udell L/d Vert(LL) - 0.63 17 >409 360 Vert(CT) - 0.87 17 >297 240 Horz(CT) 0.08 12 n/a n/a PLATES GRIP MT20 2441190 MT20HS 1871143 Weight: 244 lab FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-5-5 oc purlins, except and vertieals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 260 (lb) or less except when shown. TOP CHORD 1-22=-27471390. 1-2=-5674/787, 2-3=-5674/787. 3-4=-13072/1774, 4-5=13072/1774, 14817/1942, 6-7=-14817/1942,7-8-11100/1475,8-9=11100/1475,9.10=-4702/638, 10-11=- 4 7021638. 11-12--22131309 BOT CHORD 21-22=-551386, 20.21=-1454/10574, 19- 20=1454/10574, 18-19=2053/15370, 17-18=-2053/15370,16-17-1835/13940,15-16=- 1835/13940,14-15=-1213/9015, 13-14-121319015, 12-13=-45/318 WEBS 2-21= 5521101. 3-20=311337. 4-19=-510192, 6-18=-47/466. 6-17-701/112. 7-16-60/561, 9.14-39/401, 10-13- 434/82; 1-21=-801/5786, 3-21=5362/730, 3-19=-37512734. 5-19--2514/356, 5-17=-605/ 121. 11-13=648/4790, 9-13=-47191629, 9-15=-314/2282. 7-15--31081444, 7-17-1751959 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"xW) nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 0C. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except It noted as front (F) or back (B) face In the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (8), unless otherwise indicated. 3) Wind: ASCE 7-10: Vult-140mph (3-second gust) Vasd=108mph; TCDL=4. 2psf; BCDL-3.Opsf; h=15ft: 8=45ft: L=2411t: eave-4ft; Cal. It: Exp B: Encl.. GCpi=0.18; MWFRS (directional); Lumber OOL=1.60 plate grip DOL-1.60 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live bad nonooncurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in ell areas where a rectangle 3-6-0 tell by 2-0.0 wide will rd between the bottom chord and any other members. 8) Provide mechanical connection ( by others) of truss to bearing plate capable of withstanding 434111 uplift at joint 22 and 350 lb uplift at joint 12. 9) Girder carries tie-in span(s): 5-0-0 from 0-0-0 to 10-11-4: 2-10-0 from 16-3-4 to 21-&12; 5-0-0 from 0-0-0 to 10-11-4 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 429 lb down and 62 In up at 10-9-4 on ton chord. The design/selection of such connection device(s) is the responsibility of others. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. MOP J. aRegan PE No.66126 Wait USA, Inc. FL Cart 4634 69U Parke East Blvd. Tampa FL 33610 Oat#: January 22,2018 LG,&C" rowvAllg pn parameters and READ NOTES ON THIS AND INCLUDED IINTEK REFERENCE PAGE AIH•7472 rev. 141110111,7015 BEFORE USE. Design valid for use only with MfTakS connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not system. Before use, the building designer must vent' the applicability design parameters and properly Incorporate this design Into the overact truss budding design. Bracing Indicated Is to prevent buckling of IndMdual Wee web and/or chord members only. Additional temporary and permanent bracing M ITe k' Is always ratiuked for stability and to prevent collapse with possible personal byury andproperlydamage. for general guidance regarding me fabrication, storage, delivery. erection and bracing of Weses and truss systems, sea ANSVTPII Quality Criteria, 03849 and SCSI Building Component 6904 Parke fast Blvd. Safety Information avellabie from Truss Plata Institute. 218 N. Lee Street. Suite 312. Alexandria, VA 22314. Tampa, FL 36810 Job Truss Truss Type Oty Ply Park Sq HmslBamelona-2392A C T13018035 P2392AC IFTI SPECIAL 1 Job Reference loollonall Mid-FlOdda Lumber, HanOW, FL. o. Wu s aep a tut f MI I ea lrtdutnnes. Inc. man tan ac t t:ucao zu to rage a ID:ItiEL2vgrkv4uEJUYC2jFzkFng-3gb2TksSg473yOu2791U5rGpSOCIKcyOk_T 3dzsgOz LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase-1.00, Plate Increaw1.00 Uniform Loads (plf) Vert: 1-6-298, 6-25=100, 25-26=-239, 11-26-115. 12-22=-10 Concentrated Loads (lb) Vert: 6=-429 AWARMNO - Verity design parameters and READ NOTES ON TMS AND INCLUDED A97EK REFERENCE PAGE A11167l72 taw. 1dV2M15 BEFORE USE. wwww Oeslpn valid for use only with MI MS, connectors. This design Is based only upon parameters shown, and Is for an Individual building eomponem, no a truss system. Before use, the building designer must verity the applicability of design paramaters and property Incorporale this design into the overall buildatg design. Bracing Indicated Is to prevent buckling of Individual truss well andfor Chord members arty. Additional temporary and permanent wading M iTe k' Is always required fa stability and to preveCollapse with possible personal Injury and property damage. For general guidance regarding the fabrication. stooge, delivery, eraOjon and bracing of trusses SM truss systems, sea ANSMII Quality Cohorts. 03642 and BCSI Building Component 6904 Parka Fast Blvd. Ssfaty Intonnstion available from Truss Plate Inslituute. 218 N. Lea Sit". Suite 312. Alexandria, VA 22314. Tampa. FL 3611110 Job Truss Truss Type Oty Ply Park Sq Hms/Bereelona•2392A C T13018036 P2392AC FT2 SPECIAL 1 1 2 Job Reference (optional) mm-rranaa Lumuer, annum rL. o. rau 3 aep ra cur r mi r ex rrwusmes, inc. mun Ban ez r cucv a ro rave r I D:IUEj_2vgrkv4uEJUYC2jf zkFng-Ys9Oh4t4 RN FwaaTE2tpjd2p7goYv34gayeCYb3zsg0y 2J 10 4-5$ 6.7$ &9 4 10 1 t•2 13 1-0 15 2.14 17 4-12 19 8 10 21.10$ 2J 10 2.1.14 2-1-14 2-1-14 2-1-14 2.1.14 2.1.14 2.1.14 2-1-14 2 3 14 Seale - 1:37.1 THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. Sx5 = 1.5x4 II 4x10 = t.Sx4 11 US = 1.Sx4 II US = 5x8 = 5x8 = 1.Sx4 II Bid = 1 2 3 4 Y3 5 6 7 24 a 25 28 9 10 11 22 12 30 It 6x8 - 2.4 I I 8x8 MT20HS = 2x4 I I US = 2.4 I I 5x6 = 20 I I 6x10 = 3x4 11 2-3.10 4-5$ 8-7$ 8-9 4 10.11-2 13.1 0 15.2.14 17-4-12 19-0.10 21-10.8 2 3 10 2.1.74 2-1.14 2.1.14 2-1.14 2-1-14 2-1-14 2-1-14 2-1.14 2314 Plate Offsets (X.YI- f8:0.3-0.0.3-01. 119:0-3.12.0.5.41 LOADING (psi) SPACING- 2-0-0 CS1. DEFL. in (loc) Ildefi Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.93 Vert(LL) 0.59 17 >438 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.85 Vert(CT) 0.81 16-17 >318 240 MT20HS 1871143 BOLL 0.0 ' Rep Stress Ina NO WB 0.71 Horz(CT) 0.08 12 We n/a BCDL 6.0 Code FBC2017frP12014 Matrix-S Weight: 244 lb FT - 20% LUMBER. BRACING - TOP CHORD 2x4 SP No. 1D TOP CHORD Structural wood sheathing directly applied or 1-11-14 oc purlins, BOT CHORD 2x6 SP No.I 'Except' except end verticals. 12-19: 2x6 SP OSS BOT CHORD Rigid ceiling direly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 *Except* 1-21,3-21,3-19,5-19,5-17,11-13,9-13,9-15,7-15,7-17: 2x4 SP No.2 REACTIONS. (lb/size) 22-1980/0-74.12-250710-3-8 Max Uplift 22-264(LC 4), 12-342(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-22=-1781/244, 1-2=3861/512, 2.3=-3861/512, 3-4=-10149/1329. 4-5-10149/1329, 5$=14268/ 1853, 6-7=-14268/1853, 7-8=12801/1723, 8-9=1280IM723, 9-10-4926/670, 10- 11 =- 4926/670, 11-12=2235/312 BOTCHORD 20- 21-996/7544, 19.20-996f7544, 18-19=-1699/13055, 17-18-1699/13055. 16-17=- 1979/14937,15-16=-1979/14937,14-15=1349/9932,13-14--1349/9932. 12-13- 431306 WEBS 5- 18=441438. 6-17-792/125, 7-16=51/495, 8-15-802/135, 9-14=-28/318, 1-21- 52613971, 3-21--4029/529, 3-19=-389/2851, 5-19=-31801457. 6-17=-226/1328, 11-13=68615048. 9-13=-5478/ 743, 9-15=436/3140. 7-15=2337/331, 7-17=-732/138 NOTES- 1) 2-ply truss to be connected together with 10d (0.131'x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All bads are considered equally applied to all plies, except if noted as front (F) or back (8) face In the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wlnd: ASCE 7-10: Vuh- 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): Lumber DOL-1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psi bottom chard live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2 0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 264 lb uplift at joint 22 and 342 lb uplift at joint 12. 9) Girder carries tie-in span( s): 5.0-0 from 0-M to 10.11-4: 2-10-0 from 16-3.4 to 21-6-12; 5.0-0 from 0.60 to 10- 11-4: 5-" from 10-8-0 to 16-8- 0 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 513 lb down and 74 lb up at 11.0-0. and 463 lb down and 67 lb up at 16-2-8 on top chord. The design/selectlon of such connection device(s) Is the This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Philip J. ORegan PE No.68126 MITak USA, Inc. FL Cart 6634 69U Parks East Blvd. Tampa FL 3XI8 Bata: January 22,2018 CO n WAOn 0• aa Panmaeq and READ NOTES ON TIa3 AND INCLUDED MIfEK REFERENCE PAGE Mtl•707 rev. f0A/LlOra BEFORE USE '' Oesign valid use only with MITakfb connectors. This design Is based only upon parameters shorn, and Is for an Individual building component, not a truss system. Before use. the bueding designer must verity the applicability of design parameters and property, Incorporate this design Into the overact building design. Bracing Indicated Is to prevent budding of Individual truss web and/or chord members only. Additional temporary and permanent bracing M ITek' Is always required for stability andtopreventcollapsewithpossiblepersonalInjuryandpropertydamage. Far general guidance regarding tits fabrication, storage, detivery. eredbn and bretlng of trusses and truss systems, see ANSVTPII Quality Criteria, 03642 and SCSI Building Component 6204 Parka East Bah. Safety Information available from Truss Plate Institute. 216 N. Lee Street, Suite 312. Alexandria. VA 22314. Tampa, FL 36610 Truss Truss Type 0ty Ply Park Sq Hms18ercelona-2392A C T13018038rb392ACFT2SPECIAL1 Job Referencei Mid-Flonda Lumber, Bartow, FL. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase-1.00 Uniform Loads (pIQ Vert: 1-6-100. 6-26-298, 11-26=-100, 12-22-10 Concentrated Loads (lb) Vert: 6=-513 25-463 U.IJU S sap to zuv MI IaK utausmes, mc. man aan u l l:uz:er zing raga z 10:10EL2vgtkv4uEJUYC21FzkFng-Ys9Oh4t4 RNFwaaTE2tpjd2p?goYv34gayeCYb3zsgOy AWARNING - VaNIy design parameters end READ NOTES ON TMS AND INCLUDED ANTEK REFERENCE PARE 11111-7472 rev. IGSSWO1S BEFORE USE. Design valid far use any with MlTak® connectors. This design Is eased only upon parameters shown, and IS for an Individual building comparom, not a true! System. Before use, the building designer mutt Verify the applicability of design parameters and properly InCarpbrate this design Into the overall building design. Bracing indicated to to prevent buckling of Individual buss web and/or Chard members of". Additional temperary and permanent bracing Welk' Is stways required for stability and to prevent Collapse with possible personal injury and property damage. Far general guklance regarding the fabrication, storage, delivery. erection and bracing of busses are truss Systems, see ANSVTPII Quality Cdtena, OSS489 and BC81 Building Component 6904 Parka Fast Blvd. Safety Information avaWble from Truss Plata Institute. 218 N. Lae Street, Suss 312. Alexandria, VA 22314. Temps, FL 38610 Job Truss Truss Type Oty Ply Park Sq HrnslBerceC T13018037lona-2392AP2392AC FT3 SPECIAL 1 q Je o Mid- Florlda Lumber. Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries. Inc. Mon Jan 22 11:02:58 2018 Page 1 I D:IUEj_2vgrkv4uEJUYC2jFzkFng-02jpuPgChNnCk2R6aKyAGM9yCs7oTfjl3ly57 Vzsg0x 1. 11.8 3.9.4 5-7-07-12 9.2-9 11-0.4 12.10-0 14-7.12 18-7-0 1- 1 1.9.12 I 1. 9.1 1 1.9.12 I 1 1-9 1z 1.9 12 I 1it• 4 THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. 3x4 II 6x12 MT20HS = 1.Sx4 II 5x8 = 1.5x4 II 1 21 2 3 4 5 ALL CONCENTRATED LOADS MUST BE EQUALLY DISTRIBUTED TO EACH PLY OF THE TRUSS. AIMS = axe = 20 20 11 10x12 = 2x4 11 5x8 = 44 = 2x4 11 axe = 2x4 11 11 Sea MT20HS = LOADING ( psf) SPACING- 1-4-0 CSI. TCLL 40.0 Plate Grip DOL 1.00 TC 0.96 TCDL 10.0 Lumber DOL 1.00 BC 0.98 BCLL 0.0 ' Rep Stress Inor NO We 1.00 BCOL 5.0 Code FBC2017/TPI2014 Matrix-S LUMBER - TOP CHORD 2x4 SP No.1D BOT CHORD 2x6 SIR DSS WEBS 2x4 SP No.3'Except' 2- 20.2-18,4-18,4-16,6-16,7-15,7-13,9.13,9-11: 2x4 SP No.2 REACTIONS. ( lb/size) 20-723210-8.0, 11=3189/Mechanical Max Uplift 20-1069(LC 4), 11=-460(LC 5) Scale - 1:28.8 1. 5x4 It axe = 1.5x4 II e 9 22 10 4x4 = DEFL. in loc) Udell Ud PLATES GRIP Vert( LL) -0.40 16 >490 360 MT20 2441190 Vert( CT) -0.55 16 >356 240 MT20HS 187/143 Horz( CT) 0.07 11 n/a n/a Weight: 280 Ill FT - 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-1-8 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing, Except: 2- 2-0 oc bracing: 17-18,16-17. FORCES. ( lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-20= 680/108, 1-2=663/98, 2-3=21440/3139, 3-4=2144013139, 4-5=-24927/3610, 5. 6=24927/3610, 6-7=20795/3W2, 7-8=10590/1529, 8-9=-10590/1529. 9-10=-279/40 BOT CHORD 19-20=1779/12083, 18-19-1779/12083, 17-18=-4265/29296, 16-17=-4265129296, IS- 16=3002/20795,14-15=- 2341116211,13-14=-2341/16211,12-13=-808/5596, 11-12=-808/5596 WEBS 3- 18=-10751176.4-17=- 353159.6.15=-22951346, 7-14=-371314. 2-20=-1291Bit 901, 2-18=1539/10584,4-18=-8887/1276,4- 16=-4943(742,6-16=-695/4673,7-15=-76115186, 7-13=-63581921. 9-13 815/5650, 9-11=- 6030/871 NOTES- 1) 3-ply truss to be connected together with IOd (0.131"xW) nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-4-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0- 9-0 oc. 2) All bads are considered equally applied to all plies, except If noted as front (F) or back (B) face In the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (8), unless otherwise indicated. 3) Wild: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL-3.0ps(; h=15ft: B=45ft: L-2411; eave=oft; Cat. It: Exp B; Encl.. GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL-1.60 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise Indicated. 6) This truss has been designed for a 10. 0 psf bottom chord live bad nonconcurtent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1069 lb uplift at joint 20 and 460 lb uplift at joint 11. 10) Girder carries tie-in span( s): 16-8- 0 from 0-0-0 to 6.8-0 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 6305 lb down and 911 lb up at 5-3-8 on lop chord. The design/selection of such connection device(s) Is the responsibility of others. LOAD CASE(S) Standard This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Philip A aftgan PE No. 66126 MITsk USA, Inc. FL Carl 6636 6904 Parke East Blvd. Tampa FL 33610 Date: January 22.2018 AWARMNO • Wendy design parameters and READ NOTES ON THIS AND INCLUDED OM REFERENCE PA E AU14473 rev. 1041340/a BEFORE USE. Design valid for use only with MRek® eonneeto %. This design la based only upon parameters shown, and Is for an Individual building component, net a truss System. Before use, the building designer must verify ins applicability of design parameters and property incorporate this design Into the overall buildup design. Bracing Indicated Is to buckling of Individual Doss vise andfer gam members only. Additional telnporefy and permanent bracing M iTe k' prevent Is always required for stability and to preventcollapse with possible personal injury and properly damage. Fat general guidance regarding the fabrication, storage• delivery, erection and bracing of trusses and trues systems, sea ANSVTPI1 Quality Criteria. 03842 and SCSI Building Component 6904 Parke East Blvd. Safety Intormstion available from Truss Plate Institute. 218 N. Lee Street, Suite 312. Mexandris. VA 22314. Tamps. FL 36610 Job Truss Truss Type Oty Ply Perk Sq Hmsl8arcelona-2392A C T13016037 P2392AC FT3 SPECIAL 1 Job-Referencei Mid -Fonda Lumber, tianow, FL. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase-1.00, Plate Increase=1.00 Uniform Loads (pill Vert: 14-604. 4-10-67. 11-20-7 Concentrated Loads (lb) Vert: 4=-6305 o. Iju a 00P I zu I r wv I an In—anicz, 111c. MOO jail A& 1 1-- au 1a raga A 10:10EL2vgtkv4uEJUYC2jf zkf ng-02jpuPQChNnCk2RBaKyAGM9yCs7oTIBly57VzsgOx 0 wARNINo - vitrify dawan parameters and READ NOTES ON THIS AND INCLUDED Mf1 EK REFERENCE PAGE AW473 rev, fo1AMIM BEFORE USE. aaaa Design valid for use only, with WSW Connecters. This design Is based Only upon parameters shown, and is far an Individual buYatng Component, not a truss "am. Before use, the building designer must vitrify the Applicability of design parameters and properly, incorporate this design Imo me overall building design. Bracing indicated is to prevent buckfing of Individual truss wab and/or chord members oray. Additional temporary and Permanent bracing iw iTe k' Is allays required for state ty and to prevent Collapse with possible panonel injury and property damage. for general guidance regarding the tatHcatbn, storage, delivery, erection and bracing of trusses and truss systems, see ANSVrPN Quality Criteria, 08842 and SCSI Building Component 6904 Panto East Blvd. Safety information available from Truss Plata Institute. 218 N. Lae Street. Suite 312. AlexandAa. VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply Park all HmalBarcelons-2392A_C T13016038 P2392AC FTI SPECIAL 1 A all MIGFlrlda Lumber. Barlow, FL 5.1306 0012017 Mrtek Industries, Ind. Melt Jan az I7:ze:ez auto Fogel ID:ItiEj 2vgrkv4uEJUYC2iFzkfng-9r195gVWWXRsOvajCPbldXnyoHOb2e9JGiGg4dzsop3 2.9.5 54-14 B-24 2-" 2.7.9 2-9-8 Sx5 = 9 THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. 4x4 = 2 4x4 3 2x4 II 4x4 = LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in loe) UdeO L/d TCLL 40.0 Plate Grip DOL 1.00 TIC 0.67 Vert(LL) 0.04 6-7 999 360 TCDL 10.0 Lumber DOL 1.00 BC 0.50 Vert(CT) 0.06 6.7 ON 240 BCLL 0.0 Rep Stress Inn NO WB 0.70 Horz(CT) 0.01 5 We n/a BCDL 5.0 Code FBC2017frP12014 Matrix-P LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 8-1621/Mechanical, 5=1832/041-0 Max Uplift 8-227(LC 4). 5-272(LC 5) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-8=13901215, 1-9=2752/410, 2-9=2752/410, 2-3-29431438, 4-5-590/95 BOT CHORD 7- 13=-410/2752, 6.13=410/2752. 6.14=-438/2943, 5-14=-43812943 WEBS 2-7=- 965/166. 1-7=-437/2929, 3.5=3131/466 Scale = 1:15. 3 PLATES GRIP MT20 244/190 Weight: 91 lb FT - 20% Structural wood sheathing directly applied or 6.0-0 Do purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) 2- ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0.94 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All bads are considered equally applied to all plies, except U noted as front (F) or back (B) face In the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (8). unless otherwise Indicated. 3) Wild: ASCE 7-10: Vuh-140mph (3-second gust) Vasd-108mph; TCDL-4.2psf; BCDL-3.0psf: h-15ft; 8=45ft; L-24ft; eave=4ft; Col. II; Exp 8; Encl.. GCpi=0.18: MWFRS (directional); Lumber DOL=1.60 plate grip DOL-1.60 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonooncurtent 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 tell by 2.0.0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 227 lb uplift at joint a and 272 lb uplift at joint S. 9) Girder carries tie-in span(s): 6-8-0 from 0-0-0 to 8-7-4 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load($) 398 lb down and 58 lb up at 7-0.0 on top chord, and 56 Ito down and 8 lb up at 1-4-8. 56 lb down and 8 lb up at 3-4-8. and 56 lb down and 8 lb up at 5.4-8, and 58 lb down and 8 lb up at 7-4-8 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00. Plate Increase=1.00 Uniform Loads (pin Vert: 14-335, 5-8=-10 Concentrated Loads (lb) Vert: 6=-56( F) 10-398 12=56(F) 13=56(F) 14=58(F) This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Philip J.0' Regan PE No.68126 Well USA, Ina. FL Cart 4634 6901 Parke East Ghtd. Tampa FL 33610 Data: January 22, 2018 0 wAammo - Verify design parameters and READ NOTES ON Tlds AND INCLUDED MITEK REFERENCE PA E Md•7472 rear. 140e2MIS BEFORE USE. Design valid lot use only with MRek® connectors. This design Is bated only upon parameters shown, and Is lot an individual building component. not a truss system. Basra use, ills 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 toms web endir Chord members Orly. Additional temporary and permanent bracing M iTe k' Is always requitedforstabilityandtopreventCollapsewithpossiblepersonalInjuryandpropertydamage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and truss systems, see ANSVI PII Quality CAte ls. 08842 and SCSI Building Component 6204 Parke Fast Blvd. Safety Information available from Truss Plate Institute. 210 N. Lae Street. Bubo 312. Alexandria. VA 22314. Tampa. FL 36610 Job Truss Truss Type Oty Ply Park Sq Hms/Bamelona-2392A C T13018039 P2392AC FTS ROOF TRUSS 1 2 o all Mid-FloAda Lumber, tdanow, FL. a. war a aep to to 11 cat t etc trmuzur.a, ura. mum rem cc r r.uc.u. car w ray. 1 ID:IUEj_2vgrkv4uEJUYC2jFzkfng-UFHBSIuLz7VepucdglsBTuUEeCjX7wsoyhefyzsgOw 2.4.2 4.7.7 7-04) 2.4.9 2.2.13 2.4.9 THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. Sx8 = 4x4 = 2 4xS = 1.5x4 II a 5 2x4 II 4x5 = LOADING (pan SPACING- 2-0.0 CSI. TCLL 40.0 Plate Grip DOL 1.00 TC 0.29 TCDL 10.0 Lumber DOL 1.00 BC 0.95 BCLL 0.0 Rep Stress Incr NO WB 0.61 BCOL 5.0 Code FBC2014frPI2007 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.1 WEBS 2x4 SP No.3 'Except' 1-7,2-6,3-5: 2x4 SP No.2 REACTIONS. (lb/size) 8=129010-3-8.5=296810.4-8 Max Uplift 8=165(LC 4), 5=-635(LC 4) Max Grav 8=2225(LC 2), 5-3412(LC 2) Scale - 1:13.2 DEFL. In (loc) Udell Ud PLATES GRIP Vert( LL) -0.04 6.7 >90 360 MT20 2441190 Vert( TL) -0.07 6.7 999 240 Horz( TL) 0.01 . 5 n/a n/a Weight: 78 lb FT - 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5.6.6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. ( lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-1723/156, 1-2-37731317, 2-3=4684/631 BOTCHORD 6-7=-317/3773.5.8-631/4684 WEBS 1-7=-34514104. 2-7=-7671199. 2.6=344/1263, 3.6=24211899, 3-5=50961687 NOTES- 1) 2-pry truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oC. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0.3-0 oc. Webs connected as follows: 2x4 - 1 row at 0.9.0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (8) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (8), unless otherwise Indicated. 3) Wind: ASCE 7-10: VuU=140mph (3-second gust) Vasd=108mph; TCOL-4.2psh BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp B: Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom Chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 165 lb uplift at joint 8 and 635 lb uplift at joint 5. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 357 lb down at 1-9.4. 357 lb down at 3-9-4. and 357 lb down at 5-9-4, and 2599 lb down and 698 lb up at 5-94 on bottom chord. The design/selection of such connection device($) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00. Plate Increase=1.00 Uniform Loads (pit) Vert: 1-4-100. 5.8=-10 Concentrated Loads (lb) Van: 6-217 9-217 10=-90(F) 11-217 12=90(F) 13=2689(F=-90, 8=2599) This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Philip J. aftegan PE No.68126 WTak USA, Inc. FL Carl 6614 69U Parke East Blvd. Tampa FL SU10 Data: January 22,2018 WARNING • Varfly dnIgn parameters and READ mores oN TNS AND fNCLUDED MI Ex REFERENCE PAGE 114/4702rev. 10e24016 BEFORE USE. aaaa 06810n valid for use only with MUM connectors. This design IS based only upon parameters Shawn, and la for an Individual building component, not a' a bull "am. Before use, the building designer must verity the Applicability of design paramalers and properly incorporate this design Into the Overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or card members only. Additional temporary and permanent bracing M iTe k' Is eMraysrequiredforstabilityandtopreventcollapsewithpossiblepersonalInjuryandpropertydamage. Fr general guidance regarding the fabrication, storage, delivery, region and bracing of busses and was aystems, are ANSMII Gushy Criteria. 03049 and SCSI Building Component Zarmstion 6904Parka Fast Blvd. Safety available from Truss Plate Instltule, 216 N. Lee Street. Sude 312. Alexandda, VA 22314. Tampa, FL 38810 Job Truss Truss Type Oy T13018040 P2392AC G1 MONO HIP 1 1131y 1 IParkSqHms/ Baicelona-2392A-C b R ference foationall Mid -Florida Lumber, Barlow. FL. 8.130 a Sep 15 2017 MTek Industries, Inc. Mon Jan 22 11:03:00 2018 Page 1 I D:IUEL2vgdv4uEJUYC2iFzkFng-yRrZJSvzkidVR2BpE?NOFhRaZ01hGSNOfcRCCOzsg0v 14 12 5-11 4 7-11 4 1412 6.11.4 244 1.Sx4 11 LOADING (psf) SPACING- 2-"CSI. TCLL 20.0 Plate Grip OOL 1.25 TC 0.63 TCOL 10.0 Lumber DOL 1.25 BC 0.46 BCLL 0.0 Rep Stress Incr YES WB 0.60 BCOL 10.0 Code FBC2017/TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. lb/size) 8-38710-8-0.10-280/0-1-8 Max Horz 8-187(LC 12) Max Uplift 8=-87(LC 12), 10=130(LC 12) Max Grav 8-387(LC 1). 10=311(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-3151210 BOT CHORD 7-8=2561151 WEBS 4-10=316/266 4x4 = 3 t2 48x8 II 3x4 = 10 04 = 1.Sx4 II DEFL. In (loc) Udell Ud PLATES GRIP Vert(LL) 0.10 7-8 >963 240 MT20 244/190 Vert(CT) -0.20 7-8 3-461 180 Horz(CT) 0.01 10 n/a n/a Scale 2 1:28.7 Weight: 55 lb FT - 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins, except end verticals. BOT CHORO Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult-140mph (3-second gust) Vasd=108mph; TCOL=4.2psf,, BCOL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4R; Cat. II; Exp B; Part. Encl., GCpI=0.55: MWFRS (directional) and C-C Exterior(2) -1.0-0 to 2-0-0, Interlor(1) 2-0.0 to 6-0-0. Exterior(2) 6-0-0 to 7-6.12 zone: end vertical left exposed:C-C for members and forces & MWFRS for reactions shown: Lumber OOL-1.60 plate grip OOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tell by 2.0.0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 10. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 87 lb uplift at joint 8 and 130 lb uplift at joint 10. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Philip J.0'Regan PE No.66124 MITak USA, Inc. FL Cart 4634 6604 Pads Ent Blvd. Tampa FL 33610 Oats: January 22,2018 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED aeTEK REFERENCE PAGE 11,111402 rev. ioxuolora BEFORE USE. Design vend for use only with MRah® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a three system. Before use, the building designer must vasty, the applitablay of deep parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent budding of Individual truss web and/or chord members only. Additional temporary and pan nenard bracing Welk' Is always required for stability and to prevent collapse with possible personal Injury red property damage. For general guidance regarding W fabrication, Nonage, delivery, erection and bracing of trusus and truss systems, sae ANSIRPII Quality Criteria, 03042 and SCSI Building Component 6904 Parke East Blvd. Information Inforetion available from Trues plans Institute, 218 N. Lee Street. Suite 312. Alexandria, VA 22314. Tampa, FL 36610 b Truss Truss Type Dry PlyPark SqHms/8arcelona-2392A CT13018041 392ACrP2 G2 MONO HIP 1 1 Job Reference toollonall Mid-Flodda Lumber, Bartow. FL. a.130 s Sep 15 2011 MITek industries, Inc. Mon Jan 22 11:03:00 2010 f age 1 1 D:16Ej_2vgrkv4uEJUYC 2jFzkFng-yRrZJ5vzkldVR2BpE7NOFhRZAOgmGRjOfcRCCOzsgOv 1412 4-7.4 7-11-4 1-0.12 4.7.4 3.4.0 4z4 = Sx8 MT20HS I I LOADING (pat) SPACING- 2 CSI. OEFL. In loc) Uden Lid TCLL 20.0 Plate Grip DOL 251.5 TC 0.88 Vert(LL) 0.15 7-8 630 240 TCDL 10.0 Lumber DOL 1.25 BC 0.39 Vert(CT) 0.19 7-8 480 ISO SCLL 0.0 Rep Stress Inrr YES W8 0.70 Horz(CT) 0.02 10 We Na BCDL 10.0 Code FBC2017frP12014 Matrix -MP LUMBER- BRACING- TOPCHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. ( lb/size) 8-387/0-84), 10=280/0.1-8 Max Horz 8-113(LC 12) Max Uplift 8=105(LC 12), 10=113(LC 12) Max Grav, 8=387(LC 1), 10=297(LC 17) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-3081217 WEBS 4-10- 3041236 Scale - 1:24. 9 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 50 lb FT = 20% Structural wood sheathing directly applied or 6.0-0 oc puriins, 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=4.2pst BCDL=3.Opsf; h=15ft; B=45ft; L-24ft; eave=4ft; Cat. It: Exp B: Part. Encl., GCpi=0.55; MWFRS (directional) and C-C Exterior(2) -1-0.0 to 2-0-0. Interior(1) 2-0-0 to 4-8-0. Exterior(2) 441-0 to 7-6- 12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL-1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 pal bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will frt between the bottom chord and any other members. 7) Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 10. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 105 lb uplift at joint 8 and 113 lb uplift at joint 10. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Philip J. URegan PE No.58128 k11Tak USA, Inc. FL Cott 4B24 BBW Parke East Blvd. Tamps FL SM16 Data: January 22, 2018 AWARNINO • Vedy design perimeters and READ NOTES ON Ilea AND INCLUDED MrEK REFERENCE PAGE M8.7473 rev. t&VWOtS BEFORE USE. Design valid for use only with Mfrak® Conneciars. This design Is baud only upon paramatan shown, and Is far an individual budding component, not a truss system. Mora use, the building designer must verify the applicability of design parameters and property 1114" rate this design Into Via owned budding design. Bracing Indicated Is to prevent buckling of Individual truss watt andfor chard membant only. Additional temporary and permanent bracing M iTek' Is aways requiredforstabilityandtopreventCollapsewithpotableparsons! Injury and property damage. For general guidance regarding ins fabrication, storage, delivery, arediion and bracing of trustee and buss systems, see ANSVTPI1 Dually Cdtarla, 05842 and SCSI Building Component gaps Parke East Blvd. Safety Information available from Truss Plate InWJtLda. 218 N. Lee Street. Suds 312. Alexandria. VA 22314. Tampa. FL 36610 TrussJ Truss Type Dry Py Park Sq Hffdittcelona-2392/LCT13018042rP2b392ACG3JeCOMMON11 Mid-Flodda Lumber, Bartow, FL. 44 10 9 8.130 s Sep 15 2017 Mrrek Industries, Inc. Mon Jan 22 11.03:01 201a Page 1 ID:IUEj_2vgrkv4uEJUYC2jFzkFng-OdPxWRwbVdM3Cm?ojufou oTP23?Od9tGAlkgzsgOu 34W 7.114 9-0-0 3-640 4-3.4 1-0.12 4x4 = ann Its 3x4 11 tx4 11 53x4 11 LOADING (pan SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.26 TC 0.43 TCDL 10.0 Lumber DOL 1.25 SC 0.26 BCLL 0.0 ' Rep Stress Incr YES WB OAS BCDL 10.0 Code FBC2017frP12014 Matrix -MS OEFL. In (loe) Udell Ud Vert(LL) -0.02 6 >999 240 Vert(CT) -0.05 5.6 >999 180 Horz(CT) 0.00 5 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 5-387/0-8-0, 10=28010-1-8 Max Horz 10=95(LC 11) Max Uplift 5=13O(LC 12). 10=-88(LC 12) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 3-5=310/294 WEBS 1-10=2921226 Scale - 1:24.9 4 PLATES GRIP MT20 244/190 Weight: 38 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling direly applied or 10-0-0 oil bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind; ASCE 7-10: Vuh=140mph (3-second gust) Vesd-108mph: TCDL-4.2psf: BCOL-3.Opsf; h-15ft: B=45ft: L=24ft: eave=oft; Cat. It: Exp 8: Part. Encl.. GCpi=0.55: MWFRS (directional) and C-C Exterior(2) G-6-4 to 8.8-0, Interlor(1) 6-8-0 to 9-0-0 zone: end vertical right exposed:C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL-1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonoonaurrent 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 tell by 2-G-0 wide will 0t between the bottom chord and any other members. 5) Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 10. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 130 lb uplift at joint 5 and 88 lb uplift at joint 10. AWARNING. Varlfy dasign parameters and READ NOTES ON INS AND INCLUDED MEEK REFERENCE PAGE M -74T] rev. 104 MOMS BEFORE USE. Design valid for use only with MRekA Connectors. This design Is based only upon parameters Shown, and Is for an Individual building component, not a truss "am. Before use. (he building designer must variy the applinblaty of design parameters and property InCorporate this design Into the overall building design. Bradng Indicated Is to prevent buckling of Individual trust web Snorer Chard members only. Addklonet temporary and permanent bracing Is atwaya requtred for stability and to prevent Collapse wen possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery. erection and bradng of trusses and truss systems, see ANSVTPII Quality Clitoris, 08849 and SCSI Building Component Safety Information available from Truss Plana Institute. 210 N. Lea Street. Subs 312. Alexandria. VA 22314. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. PhMp J. O'Regan PE No.68128 Wall: USA, Inc. FL Cart WU 69U Parke East Blvd. Temps FL 33610 Date: January 22,2018 W1• M!Tek' 6204 Parke East Bind. Tampa. FL 36610 Job Truss Truss Type Oy Ply Park Sq Hms/Bareelona-2392A C T13018043 P2392AC G4 HIP 1 1 Job Reference (optional) Mid-Flodda Lumber, Bartow, FL. a.13u s Sep ID zul / Ml h ex lnausUles, Inc. Mon Jan zL 1 tiuJ:uz zula 1-aga 1 ID:IUEj_2vgtkv4uEJUYC2jFzkf ng-ugzJknwDGVADgLLCLOPuK6WxFpNYkTuJ6wwJGGzsgOl 2 4-0 5-0 0 7.11 4 9-0-0 2.4 0 2-0-0 2.11.4 1-0-12 4x4 = 4x4 = 6.00 F12 , 3x4 II Seale - 1:21.0 LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-G-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Ina NO Code FBC2017/rP12014 CS1. TC 0.56 BC 0.37 WB 0.15 Matrix -MS DEFL. in (loc) I/de0 L/d Vert(LL) 0.06 7-8 >999 240 Vert(CT) -0.07 7-8 >999 180 Horz(CT) -0.00 8 Na n/a PLATES GRIP MT20 2441190 Weight: 40 lb FT - 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6.0.0 oc puffins, BOT CHORD 2x4 SP No.2 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) 6=424/0.8-0, 12-323/0-1-8 Max Horz 12=111(LC 8) Max Uplift 8=209(LC 8), 12=177(LC 8) Max Grav 6=425(LC 18), 12-324(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 256 (lb) or less except when shown. TOP CHORD 1-2-2601184. 3.4=281/173, 4-6=-329/186 WEBS 1-12=-3381189 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vuk=140mph (3-second gust) Vasd=108mph; TCOL-4.2psf; BCDL=3.Opsf; h-15ft; B-45ft; L=24ft; eave=oft; Cat. 11; Exp B; Part. Encl.. GCpi=0.55; MWFRS (directional); end vertical 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-G-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 12 considers parallel to grain value using ANSI/rPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 12. This item has been 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 209lb uplift at joint 6 and 177 lb uplift at electronically signed and joint 12. sealed by ORe ang, Philip, PE 9) Hanger(s) or other connection device(s) shell be provided sufficient to support concentrated load 2- 4-0, and 9 lb down and 76 lb up at 3.84), and 65 lb down and 169 lb up at 5-0-0 on top chord, and 26 lb down and 27 lb up at using a Digital Signature. 2- 4-0, and 12 lb down and 13lb up at M-0, and 26 lb down and 27 lb up at 4-11-4 on bottom chord. The design/selection of such Printed copies of this connection device(s) is the responsibility of others. document are not Considered 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Signed and Sealed and the LOAD CASE(S) Standard signature must be verified 1) Dead * Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 on any electronic copies. Unttorm Loads (pit) Philip J. O'Regan PE No.S512A Vert: 1-2=-60, 2-3s60, 3.4=-60, 4-5=-80, 6-10=20 Wait USA, Ina. FL Cat 4834 Concentrated Loads (lb) GOO Puts East Blvd. Tampa FL 33610 Vert: 2=-18(F) 3-18(F) 8-14(F) 7=14(F) 13=9(F) 14r4(F) Date: January 22,2018 AWARNING - Verify deslgn parameters and READ NOTES ON 1163 AND INCLUDED Aa7EK REFERENCE PAGE MI.7472 rev. I&W/2015 BEFORE USE. Design wad for use a* wan UlTaxib contractors. This design Is based any upon parameters shown, and is for an Individual building component. nos a truss "am. Before use, the building designer must writ' the applicability of design parameters and property Incorporate this design Imo the overall building design. Bracing Indkited Is to prevent buckling of indMdual Inns web and/or chard members coly. Additional temporary and permanent bracing Welk' IsalwaysrequiredforMAW14andtopreventCollapsewithpossiblepersonalInjuryandpropertydamage. For general guidance regarding the fabrication, storage• delivery, erection and bracing of oases and truss systems, sae ANSIRPI1 Quality Crlterla, OBB42 and SCSI Building Component 6904 parka EON Blvd. Safety Information available from Truss Plata Instltula. 218 N. Lee Street. Subs 312. Alexandria, VA 22314. Tamps. FL 36610 Job Truss Truss Type Oly Park Sq Hms/Bareelona-2392A C T13018044 IP2392ACH1MONOHIP11131, 1 a all Mid-Flodda Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 22 11.03:02 2018 Page 1 Ili:ISEL2vgrkv4uEJUYC2jFzkFng-ugzJknwOGwftLLCLO PuK6V40mpJekVLJ6wwJGGzsgOt 1 0-0 2-10.0 5.8-0 1 0-0 2-10-0 2-10-0 Seale - 1:13.5 4x4 = 1.5.4 II 2x8 _ 5 1.5x4 II 2.10-0 2.10-0 LOADING (pan SPACING- 2-0-0 CST. OEFL. in loc) VdeB Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Ven(LL) 0.10 6 658 240 MT20 2441190 TCOL 10.0 Lumber DOL 1.25 BC 0.62 Vert(CT) 0.16 6 417 180 SCLL 0.0 ' Rep Stress Incr YES WB 0.05 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Malrix-MP Weight: 23 lb FT - 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 5-215/Mechanical, 2-28WO-3-8 Max Horz 2-73(LC 12) Max Uplift 5-70(LC 9). 2-93(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing direly applied or 5-8-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vuh=140mph (3-second gust) Vasd-108mph; TCOL4.2psh BCOL-3.0psf; h-25ft; B-45f1; L-241t; eave=oft; Cat. 11; Exp B; Encl.. GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0.0, Interior(1) 2-0-0 to 2-10-0, Exlerlor(2) 2-10-0 to 5-6-4 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber OOL-1.60 plate grip DOL-1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 pat bottom chord live load noncorlcurrent with any other live bads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-8-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 70 lb uplift at joint 5 and 93 lb uplift at joint 2. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Philip J. Hagan PE MIMS h1Tak USA, Inc. FL Carl 61111 69W Parke East Blind. Tampa FL U610 Date: January 22,2018 AWARNING - Verify design parsmeters and READ NOTES ON T10S AND INCLUDED AOf EK REFERENCE PAGE SIMMS taV. 100e212015 BEFORE USE. Design valld for use only with Mrrek® mnrwdors. This design Is based ahoy upon paramaten shown, and Is Mt an hMividual building component, not a truss system. Before use, the building designer must verity the spgkablary, of deep parameters and properly Incorporate this design Into the overall building design. enticing Indicated Is to prevem buckling of IndMduel truss web and/or chord members only. Additional temporary and permanent bracing MOWIsalwaysrequlredforStabilityandtopreventcollapsewithpossiblepersonal "and gopetry damage. Far general guidance regarding the fabrication, storage, dell"ry, ereetW and bracing of trusses and truss systems, sea ANSVTPII Quality Cdterla, 08642 and SCSI Building Component 6204 Parke Fast StA. Safety Infermaeon available ham Ttuse Plate Inatluds. 218N. Lee Street. Suite 312. Alexandria. VA 22314. Tampa. FL 36610 Job Truss Truss Type oty Ply Park Sq Hmslsarcelona-2392A CI T13018045 P2392AC H2 COMMON 1 1 Job Reference i Mid -Florida Lumber, Bartow, FL. e.tsu s 5ep a zut r Nu i eK Inausules. Inc. mon san zz I t:us:us zuIa rage 1 ID:IUEL2vgrkv4uEJUYC2jfzkfng-MOWx7xr1 D041 VwOv8w7U3DSDmATydSLafsoizagOs 2-10-0 i 5-0.0 2-10-0 2-10-0 4x4 = 2x4 2x4 Scale = 1:13.9 2.10-0 2-10-0 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. In lob) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) 0.00 999 240 MT20 2441190 TCOL 10.0 Lumber DOL 1.25 BC 0.15 Vert(CT) 0.01 6-8 999 ISO BCLL 0.0 Rep Stress Ina NO WB 0.05 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC201?/TP12014 Matrix -MP Weight: 22 lb FT = 20% LUMBER - TOP CHORD 2x4 SIP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SIP No.3 REACTIONS. lb/size) 1-238/Mechanical, 3=309/0-3-8 Max Horz 1=-36(LC 6) Max Uplift 1>-71(LC 8). 3=-122(LC 8) Max Grev 1-249(LC 17). 3-316(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=3341113. 2-3=3331111 BOT CHORD 1-5=-66/277, 3-5=-661277 BRACING - TOP CHORD Structural wood sheathing directly applied or 641-0 oc purlins. BOT CHORD Rigid ceiling direly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vuh-140mph (3-second gust) Vasd=108mph; TCOL-4.2psf: BCDL-3.Opsf; h=25ft; B=45ft: L=24ft; eave=41t: Cat. If: Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL-1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 71 lb uplift at Joint 1 and 122 lb uplift at joint 3. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 79 lb down and 170 lb up at 2-10.0 on top chord, and 26 lb down at 2-10.0 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 (8). LOAD CASES) Standard 1) Dead +Roof Live (balanced): Lumber Inaease=1.25, Plate Increase-1.25 Uniform Loads (plf) Vert: 1-2=60, 2-4-60. 6-9-20 Concentrated Loads (lb) Vert: 5=26(F) 2=8(F) This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Philp J.ORegan PE No.61126 MITak USA, Inc. FL Cart 6634 6904 Parke Ent Blvd. Tampa FL 33610 Data: January 22,2018 AWARNINO - Verify design paramsfers and READ NOTES ON Ties AND INCLUDED a07EK REFERENCE PAGE N147Q3 rev. I&IJI IS BEFORE USE. Design valid for use Only with WSW Connectors. This design Is based ordy upon paramaters shown, and is for an Individual bullaing Component, not a truss system. Before use, the building designer must vertfy the applicability of design perametera and property Incorporate this design Into the overall building daslgn. Bracing Indicated Is to prevent budding of Individual truss web and/or Chord members anty. Additional temporary and penrresem OracIn9 M iTe k' Is always required for Stability and to prevent collapse with possible personal Injury and pa"fty damage. For general guidance regarding the fabrication. storage, dadvery, aracibn and bracing of trusses and truss systems, sea ANSVTPII Quality Crkaria, OSS4e and BCSI Building Component 6904 Parke East Blvd. Safety lntorrbadon avellable from Truss Prata Institute. 219 N. Lea Street. Subs 312. Alexandria, VA 22314. Tampa, FL 36610 ob Truss Truss Type City Ply Park Sq Hms/Bercelona•2392A C T13018048 P2392ACI' JJ2 JACK 1 1 Job Mid-Flodda Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Mon Jan 22 11:03:03 2018 Page 1 I0:16EL2vgrkv4uEJUYC2jFzkf ng-MO Wlx7xr10041 VwOv8w7U3000nLTyRSLalsojzsgOs 1-0-0 2-10-0 I TO 2.10.0 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip OOL 1.25 TC 0.08 TCDL 10.0 Lumber DOL 1.25 BC 0.08 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCOL 10.0 Code FBC2017frPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=66/Mechanical, 2=182/0-3-8, 4-34/Mechanical - Max Horz 2=75(LC 12) Max Uplift 3=-39(LC 12). 2=-61(LC 12), 4-1 (LC 9) Max Grav 3.77(LC 17). 2=182(LC 1). 4=49(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale a 1:11.7 DEFL. in (loc) Udefl Ud PLATES GRIP Vert(LL) -0.00 4-7 >999 240 MT20 244/190 Vert(CT) -0.01 4-7 >999 180 Horz(CT) -0.00 3 nla n/a Weight: 11 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-10-0 oe purlins. BOT CHORD Rigid ceiling directly applied or 10-0.0 cc bracing. NOTES- 1) Wind: ASCE 7-10: Vuft=140mph (3-second gust) Vesd-108mph; TCDL=4.2ps1: BCDL=3.Opsf; h-15ft; B-45t1; L=24ff; eave=4R; Cat. It: Exp B; Part. Encl., GCpi=0.55; MWFRS (directional) and C-C Exterior(2) -1-0.0 to 2-0-0, Interior(1) 2-0-0 to 2-9-4 zone:C-C for members and forces 6 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL-1.60 2) This truss has been designed for a 10.0 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 39 lb uplift at joint 3, 61 lb uplift at joint 2 and 1 lb uplift at joint 4. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Philip J. altegan PE No.6618 Wall USA, Inc. FL Cart 4634 69U Parke East Blvd. Tampa FL =0 Date: January 22,2018 AWARNING - Verily design parameters end READ NOTES ON IMS AND INCLUDED AVTEK REFERENCE PAOE M114473 rev. fo*=015 BEFORE LOSE.' Design valid for use only with Mrrek® contladots. This design Is based only upon parameters Shown, and Is for an individual budding component, not a wu system. Before use, the budding designer must vatlfy the Applicability of design parameters and property Incorporate this design Into the overall buddkp design. anteing Indicated Is to buckling of Individual tins web andfor dram members only. Additional temporary and pannanom brecing M iTek' prevent Is always required tot debilityand to prevent collapse with posse personal h*ry and property damage. For general guidance regarding the fabrication, storage, delivery. «action and bracing of trusses and truss systems, we ANSVTPII Quality Cdtens. 08042 and 13C31 Bulling Component 6204 Parke East BIM. Safety Information available hem Truss Plate Instdrde. 210 N. lie Street. Suite 312. Alexandria. VA 22314. Tamps. FL 38610 b Truss Truss Type Oty Py Park Sq HmslBareelona-2392A CT13018047 392ACrP2 JJ3 JACK 3 1 Job Reference lootionall Mid-Flodda Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 22 11:03:04 2018 Page 1 ID:IUEL2vgrkv4uEJUYC2jFzkFng-gC449TyTnX8> mVaTrRMPXdPd4RCPhb2EPPL9zsg0r 0"2 2.11.4 141.12 2.11.4 settle - 1:18.6 3x4 = LOADING (psf) SPACING- 2-0-0 CS1. DEFL. In loc) NdeB Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) 0.01 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 SC 0.28 Vert(CT) -0.01 4-5 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(CT) -0.04 3 n/a We SCOL 10.0 Code FBC2017fTP12014 Matrix -MR Weight: 13 lb FT - 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3.0-0 oc purling. BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. REACTIONS. (lb/size) 5=198/0-8-0, 3-661Merhanical, 4=27/Mechanical Max Horz 5=127(LC 12) Max Uplift 5=-19(LC 12). 3=-67(LC 12). 4=22(LC 12) Max Grav 5=198(LC 1), 3=89(LC 17). 4=51(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vuft-140mph (3-second gust) Vasd-108mph; TCDL=4.2psf., BCDL=3.0psf; h=15f1; B-45f1; L=24R; eave=off; Cat. If: Exp B; Part. Encl.. GCpi=0.55: MWFRS (directional) and C-C Extedor(2) -1-0-0 to 2-0.0, Intedor(1) 2-0.0 to 2-114 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown: Lumber OOL=1.60 plate grip DOL-1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 19 lb uplift at joint 5, 67 lb uplift at joint 3 and 22 lb uplift at joint 4. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Philip J. allegan PE No.56126 M1Tak USA, Inc. FL Cart 6634 6004 Parke East Blvd. Tampa FL 33610 Date: January 22,2018 QWARNING • Verily daslgn parametars and READ NOTES ON 7NIS AND INCLUDED AdTEX REFERENCE PAGE Afa-7472 rev. 1092/2816 BEFORE USE. Oesign valld ter use only with Wake connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must vanity the opplluWay of dot* parameters and property hr"pdrata this design Into the overall building design. Bracing indicated It to prevent buckling of Individual truss web ante chord members only. Additional temporary and permanent bracing M iTek' Is always required for stability and to prevent COMP" with possible personal Injury and property damage. For general guldanca regarding the fabrication, storage, delivery, erection and bracing Of trusses and truss systems. "e ANSMI1 Quality Cdtarls, OS&49 and BCSI Building Component 6901 Parka Fast Blvd. Safely Information available from Trutt Plane Institute. 210 N. Lae Street. Suite 312. Alexandria, VA 22314. Tampa. FL 36610 Truss Truss Type City Pry Park Sq HrnslBarcelona-2392A C T13018048 ob 2392AC JS JACK 4 1 o all Mid-Flodda Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 22 11:03:05 2018 Page 1 ID:IUEj_2vgrkv4uEJUYC2jfzkfng•JOeSMpz6YrGnYp4n 1 YzbykSVB t Oxxsxiou8zibzsg0q 1-0-0 5-0-0 5-0-0 2x4 = LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in loc) Udell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.04 4-7 999 240 TCOL 10.0 Lumber DOL 1.25 SC 0.26 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 SCOL 10.0 Code FBC20171TPI2OI4 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 80T CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3-127/Mechanical, 2-264/0-3.8, 4=64/Mechanical Max Harz 2-108(LC 12) Max Uplift 3=-64(LC 12), 2=-73(LC 12) MaxGrav 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 2441190 Weight: 18 lb FT - 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5 0 oc purlins. 80T 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-4.2ps1; BCOL=3.Opsf; h=25ft; 8=45fl; L-2411; eave=oft; Cat. If: Exp 8; Encl., GCpi=0.18: MWFRS (directional) and C-C Exterlor(2) -1.0-0 to 2-0-0, Interlor(1) 2-0-0 to 4-11-4 zone:C-C for members and forces B MWFRS for reactions shown; Lumber OOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load noneoneurrent 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 64 lb uplift at joint 3 and 73 lb uplift at joint 2. 0 WARINNO • Verify design parameters and READ NOTES ON T10S AND INCLUDED AUTEK REFERENCE PAGE 1111111403 rev. 160=01e BEFORE USE. Design valid far use any with Mrrek® Connectors. This design Is based only upon parameters shown, and Is for an Individual building Conggmm, not a truss system. EW6re use, the building designer must very the applicability of design parameters and property Incorporate this design Into the overact building design. Bracing indicated Is to prevent buckling of Individual Inns web andfdr dom mambas only. Additional temporary and parmanerd bracing Is elweys required for stability and to prevent aonlipse with possible personal l*ry and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of Vusses and truss "am$. sea ANSUTPI1 Quality Criteria. 03842 and SCSI Building Component Safely Infomadon evalable horn Truss Plate Institute, 218 N. Lila Street, Suite 31 Z Alexandra, VA 22314. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Philip J.0'Regan PE No.68128 MITek USA, Inc. FL Corn 6634 6904 Parke Ent Blvd. Tamps FL 33610 Cate: January 22,2018 wwww MF MiTek' 6204 Pena Fast Blvd. Tamps, FL 36610 Job Truss Truss Type Oy Ply 1 jParkSqHms1Barcelona- 2392kC T13018049 P2392AC J7 JACK 20 1 Job Reference o a Mid-FlOnda Lumber, Bartow, FL. a.1JU s sep lb 2u1 r Nu i eK inausmes, Inc. Men Jan zz 11:u3:uD 2U10 rape t I D:loe j_2vgrkv4uEJUYC2jFzkFng-JOeSMpz6YrGnYp4n 1 Yzbyk8OD 1 MYxsdou8ztbzsg0q 1-0-0 7-" 1-0-0 7-0-0 3x4 = LOADING (psf) SPACING- 2-0.0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 TCDL 10.0 Lumber DOL 1.25 BC 0.54 8CLL 0.0 Rep Stress Ina YES VA 0.00 BCDL 10.0 Code FSC2017/TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=183/Mechanical, 2-342/0.3-8, 4=90/Mechanical Max Horz 2-141(LC 12) Max Uplift 3=-93(LC 12). 2= 82(LC 12) Max Grev 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. 7-0-0 7-0-0 DEFL. in (loc) VdeB L/d Vert(LL) 0.12 4-7 >679 240 Vert(CT) -0.24 4-7 >348 ISO Horz(CT) 0.00 2 n/a n/a Scale - 1:21.8 PLATES GRIP MT20 2441190 Weight: 24 lb FT - 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6.0.0 cc purlins. BOT CHORD Rigid ceiling direly applied or 10-0.0 cc bracing. NOTES- 1) Wind: ASCE 7-10: Vuft=140mph (3-second gust) Vasd=108mph; TCDL-4.2psf; BCDL-3.Opst: h-25ft; 8=45ft: L=24ft: eave=oft: Cat. It: Exp B; Encl., GCpl=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-114 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL-1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 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 93 lb uplift at joint 3 and 82 lb uplift at joint 2. This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. PAillp J.ORegan PE No.68126 l iTak USA, Inc. FL Cart 4634 6804 Parts East 8Nd. Tampa FL 33610 Data: January 22,2018 AWARNING . VwHy design parameters and READ NOTES ON INS AND INCLUDED AerEK REFERENCE PAGE M&MS tw. 1663120fa BEFORE USE. Design valid for use oily with MRalob connedus. This design is based only upon parameters shown, and is let an individual building component, net a truss "am. Before use, the building designer must verily the applicability of design parameters and property Incorporate this assign into the overall budding design. Bracing Indicated is to prevent buckling of Individual truss wab andfa chord rnemben a ly. Additional temporary and permanent bracing k' MOWIsalwaysrequiredfordabitandyatopreventcollapsewithpossiblepersonalInjuryandpropertydamage. Fa general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPIt Oualny CAtarla, OSS42 and SCSI Building Component 6904 Parka East Blvd. Safety Information available from Truss Plate Insbtula. 218 N. Lae Street, Suite 312. Alexandria. VA 22314. Tampa. FL 3W 10 Job Truss Truss Type Oy Ply Park Sq Hms/Barcelona•2392A C T13018050 P2392AC KJ2 JACK 2 1 ob e e ca o ' all Mid -Florida Lumber, Barlow, FL. 8.130 8 Sep 15 2017 MITek industries. Inc. Mon Jan 22 11:03:0a 201a Page 1 ID:IUEi_2vgrkv4uEJUYC2iFzkf ng-nbCgZ8zkJSOe9zfzaGUgVyhLOnpgJBu 1 YuWP2zsgOp 1.5-0 4-0.1 1.5.0 4-0-1 2x4 = 4-0-1 LOADING (pan SPACING- 2-0-0 CSI. DEFL. In loc) laden L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(L-) 0.01 4-7 999 240 TCOL 10.0 Lumber DOL 1.25 BC 0.16 Vert(CT) 0.02 4-7 999 180 BCLL NO ' Rep Stress Ina NO WB 0.00 Horz(CT) 0.00 2 n/a Na BCDL 10.0 Code FBC2017/rP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=94/Mechanical, 2=256/0-S-11, 4=47/Mechanical Max Harz 2-75(LC 8) Max Uplift 3=-49(LC 8), 2-96(LC 8) Max Grav 3=94(LC 1), 2=256(LC 1). 4=70(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Stale - 1:11.5 PLATES GRIP MT20 2441190 Weight: IS lb FT - 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0.1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vullw14Omph (3-second gust) Vasd=108mph: TCDL-4.2psf; BCDL=3.Opsh h=15ft: B-45ft: L-24ft; eave=oft; Cat. II; Exp B; Part. Encl.. GCpI=0.55: MWFRS (directional); Lumber DOL=1.60 plate grip DOL-1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 49 Ito uplift at Joint 3 and 96 lb uplift at joint 2. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3 lb down and 27 lb up at 1-6-12, and 3 lb down and 27 lb up at 1-6-12 on top chord, and 2 lb up at 1-6-12. and 2 lb up at 1-6.12 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase-1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=60, 4-5=20 Concentrated Loads (lb) Vert: 9-4(F=2, 8=2) This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Philip J.0'Regan PE No.66126 MITak USA, Inc. FL C9r16634 6904 Parke Ent Blvd. Tampa FL 33610 Will: January 22,2018 QWARNINO • Vadly daslpn paromahms end READ NOTES ON THIS AND INCLUDED a9f EN REFERENCE PAGE AN1403 rev. td I Mil BEFORE USE. Design valid for use only wen MITekO connectors. This design is based only upon parameters shown, and la for on Individual building componam, nab a truss ass "am. Before use. the building designer (mist arty the applicability of design parameters and property Incorporate this design late me overact bueding design. Bracing indicated Is to provers buckling of Individual thus web andlar dgrd members only. Additional temporary and permanent bradlag M iTek' la always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabricallon, storage, delivery, erection and bracing of trusses and truss synama, sea ANSVTPII Quality Criteria. OSS49 and SCSI Building Component 8904 Parke Fast old. Safaty tnfomutlon available from Truss Plata Institute. 218 N. Lae Street. Suite 312. Alexandria. VA 22314. Tampa. FL 38810 Job Truss Truss Type City Ply Park Sq Hms/Bereelona-2392A C T13018051 P2392AC KJ3 JACK 2 1 b I Mid-Flodda Lumber, Bartow, FL. 8.130 a Sep 15 2017 MTek Industries. Inc. Mon Jan 2z 11:03:06 201e Page 1 I D:10E(_2vgrkv4uEJUYC2jFzkFng-nbCg28zkJ80e9zfzaGUgVyhiBOm?gJBu 1 YuWP2zsgOp 18-0 4-1.14 1$-0 4.1.14 1.5x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) UdeO Ud TCLL 20.0 Plate Grip DOL 1.26 TC 0.24 Vert(LL) 0.03 4-5 999 240 TCDL 10.0 Lumber OOL 1.25 BC 0.21 Van(CT) 0.03 4-5 999 180 BCLL 0.0 Rep Stress Ina NO WB 0.00 Horz(CT) 0.05 3 n/a n/a SCOL 10.0 Code FBC2017/TPI2014 Matrix -MR LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 3=78/Mechanical, 5=23110-11-5, 4=33/Mechanical Max Horz 5=96(LC 8) Max Uplift 3-60(LC 8), 5=-139(LC 8). 4--32(LC 8) Max Grav 3.78(LC 1). 5-231(LC 1), 4=70(LC 3) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. Scale a 1: Is.? PLATES GRIP MT20 2441190 Weight: 17 lb FT - 20% Structural wood sheathing directly applied or 4-1-14 oc pudins, except end verticals. Rigid telling directly applied or 10.0-0 oc bracing. NOTES- 1) Wlnd: ASCE 7-10; Vuk=140mph (3-second gust) Vasd=108mph; TCOL-4.2pst: SCOL-3.Opsf; h=15ft; 8=45ft: L=24ft; eave=oft; Cat. It: Exp 8: Encl., GCpi=0.18: MWFRS (directional): end vertical left exposed; Lumber OOL-1.60 plate grip OOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live bads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2 0 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 60 lb uplift at joint 3, 139 lb uplift at joint 5 and 32 lb uplift at joint 4. 6) Hanger(s) or other connection device(s) shell be provided sufficient to support concentrated load(s) 101 lb up at 1-6-12, and 101 lb up at 14-12 on top chord, and 45 lb up at 141-12. and 45 lb up at 1-6-12 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). LOAD CASES) Standard 1) Dead + Roof Live (balanced): Lumber Increase-1.25, Plate Increase=1.25 Uniform Loads (plQ Vert: 1-2-60. 2-3=-W, 4-5=-20 Concentrated Loads (lb) Vert: 6=66(F=33, B=33) 7=7(F-3, 8-3) This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Philip J.0'Regan PE No.66126 Wilk USA, Inc. FL Cett46U 6911 Pane Ent 81vd. Tempe FL 21610 Oat: January 22,2018 AWARNING. VrNy design parameters and READ NOTES ON T10S AND INCLUDEDWTEK REFERENCE PAOE M I.?4T3 rev. toro102015 BEFORE USE. Design valid for use only with Woke connectors. This design Is based only upon parameters shown, end is for an Individual building component, nit a truss system. Before use, the building designer must verily the applitAblsty of design parameter and property Ircarporate this design into the overall bu" design. &aWg Indicated Is to proved bur klieg of lrtdivldtlal vuss web and/or dWd Molests only. Addsionet temporary and permanent bracing M iTe k' Is always tbqufred for stability and to prevent collapse with possible persona input' and property damage. For genetet guidance tagading the fabrication, storage, dalk". erection and bracing of trusses and truss systems, sea ANSVTPII Quality Cottons. OSBde and SCSI Building Component 6904 Parka East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lae Street, Bubo 312. Alexandria, VA 22314. Tamps, FL 38610 Job Truss Truss Type oty Ply Park Sq Hms/Banxlona-2392A C T13018052 P2392AC KJS JACK 2 1 job Reference loptionall Mid-Flodda Lumber, Barlow, FL. 8.130 s Sep 15 2017 MITek Industries. Inc. Mon Jan 22 11:a3:a/ gala rage 1 ID:IUEL2vgrkv4uEJUYC2jFzkFng-FnmCnL1_M4SVWn7 E98z7319EkEgOAPmR2GCd4xUzsgOo 1-5-0 3-9.6 7-0-14_ _ r 1 5-0 3.9-6 I 3.3.8 Seale - 1:16.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) -0.11 4-7 >781 240 MT20 2441190 TCOL 10.0 Lumber DOL 1.25 BC 0.60 Vert(CT) -0.25 4-7 >341 ISO BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 We n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 24 lb FT - 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0.0 oo purling. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3-183/Mechanical, 2-375/G-5.11, 4=95/Mechanical Max Horz 2-108(LC 8) Max Uplift 3=-79(LC 8), 2-118(LC 8) Max Grav 3=183(LC 1).2=375(LC 1).4-129(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wlnd: ASCE 7-10: Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psh, BCDL-3.Opsf; h=25ft; 8=45ft; L=24ft; save -oft; Cat. It: Exp 8: Encl.. GCpI=0.18: MWFRS (directional): Lumber DOL=1.60 plate grip OOL-1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonooncufrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 79 lb uplift at joint 3 and I IS lb uplift at joint 2. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3 lb down and 11 lb up at 1-6-12, 3 lb down and 11 lb up at 1-6.12, and 3 lb down and 44 lb up at 4-4-12. and 3 lb down and 44 lb up at 4-4-12 on top chord, and 2 lb up at 1-6-12, 2 lb up at 1-6-12, and 5 lb down at 44-12. and 5 lb down at 44-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). This item has been LOAD CASE(S) Standard electronically signed and 1) Dead + Roof Live (balanced): Lumber Increase-1.25, Plate Increase=1.25 sealed by ORegan, Philip, PEUniformLeeds- 3- Vert: 1-3=60, 4-5=-20 using a Digital Signature. 9 9 9 Concentrated Loads (lb) Printed copies of this Vert: 10=4(F=2, B=2) 11=-10(F-S, B-S) document are not Considered signed and sealed and the signature must be verified on any electronic copies. Philip J. aRegan PE No.S6126 Wilk USA, Inc. FL Cart 661/ 6904 Pepe East Blvd. Tamps FL 33610 Date: January 22,2018 AWARHINO - Wanly Melon psraoteta and READ NOTES ON IMS AND INCLUDED WTEK REFERENCE PAOE All-7473 rev. 1GAIJI IS BEFORE USE. Deep valid let use arty with Wake connectors. This design Is based only upon parameters shown, and Is far an Individual buading component, net a truss system. Before use, the building designer must verly the applkablilly of design parameters and property Incorporate this design Into the overall Willong design.at 1ptam DroWq IstoPvverdappsewithdffaorrsstaboayInbJ"aand Ry damage. Agneral MiTek' and to prev laIndicated IsppossiblepersonalFguidance fabrication, Oor"e, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, 05842 and BcSI Building Component 6904 Pane East Blvd. Safety Information available from Tens Plata Institute. 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Tempe. FL 36610 Job Truss Truss Type City Ply C 1 IParkSqHmsffiareelona- 2392A T13018053 P2392AC KJ7 JACK 7 1 Job Reference (optionall Mid-Flodda Lumber, Bartow, FL. 0.130 s Sep 15 2017 MfTek Industries, Inc. Mon Jan 22 11:03:07 2018 Page 1 ID:IUEj-2vgrkv4uEJUYC2jfzkFng-FnmCnU M4SVWn7E98z1319Emg3iPhn2GCd4xUzsgoo 154 5.25 9.10-13 75-0 6-25 44-7 Scala - 1:22.5 2x4 = 1 z4 11 5 3x4 5.25 5.25 9-10-13 4.1-7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In loe) Udell LID PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(L-) 0.03 6.7 999 240 MT20 2441190 TCOL 10.0 Lumber OOL 1.25 BC 0.43 Vert(CT) 0.07 6-7 999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.36 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MS Weight: 42 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. (Ib/size) 4=128/Mechanical, 2=510/0-5-11, 5=328/Mechanical Max Horz 2-142(LC 8) Max Uplift 4=-70(LC 8). 2=148(LC 8), 5--69(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-7751136 BOT CHORD 2-7=-208/708, 6.7-208/708 WEBS 3-7-01275.3-6=-7691226 Structural wood sheathing directly applied or 6.0.0 oc purtins. Rigid ceiling directly applied or 10.0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vuft=140mph (3-second gust) Vesd-108mph: TCOL=4.2psh BCDL=3.Opsf,. h=25ft; B-45111: L=24111: eave=oft; Cat. It: 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 bad nonconcurrent with any other live bads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tell by 2 0 wide will fit between the bottom Chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 70 lb uplift at joint 4, 148 lb uplift at joint 2 and 69 lb uplift at joint 5. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3 lb down and 11 Ill 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 Ill 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 4-4-12, 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($) 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 (plQ Vert: 1-4=60, 5-8=20 Concentrated Loads (lb) Vert: 13=53(F=27, B=-27) 14-4(F=2, B-2) 15=10(1`=S, B=5) 16--35(F=-17. B-17) This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Phillip J. allegan PE No.66126 M1Tek USA, Inc. FL Cart 663/ 6601 Parke East Blvd. Tempe FL 33610 Data: January 22,2018 Q WARNING - Vadly deefan paramstara and READ NOTES ON rigs AND INCLUDED al1TEK REFERENCE PAGE 114111A7472 rev. 1AGM015 BEFORE USE. Dalian valid for use only with Mf rakal Connectors. This design Is based only upon parameters shown, end Is for an Individual building component, not a wit 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 pravem buckling of individual truss web anefor Nord moments only. Additional temporary and permanent bracing M iTe k' Is always required for stability and to prevent Collapse with possible personal Injury and property damage. For general guidance regarding the fabrication. storage, delivery. erection and bracing of trusses and was systems, sea ANSIRPII Quality Criteria. OSS419 and SCSI Building Component SOW Parka East Bald. Salary Information available from Truss Prate Instkuta, 218 N. Lea Street. Suite 312. Alexandria. VA 22314. Tampa. FL 36610 Job Truss Truss Type Oty Ply Park Sq Hms/Bamelons-2392A C T13018054 P2392AC M1 JACK 1 1 I Job Reference (optionall Mid-Flodda Lumber, Bartow, FL. 8.130 s Sep 15 2017 MtTek Industries, Inc. Mon Jan 22 11:03:08 2018 Page 1 ID:IUE(_2vgfkv4uEJUYC2iFzkfng-jzKb_q? nneMPGoMihVNaNm?sEID8DhBUrNdUwzsgOn 5" 5-0-0 30 = 2.4 II 5-0-0 s.n.n LOADING (psf) SPACING- 2 0 0 CSI. OEFL. In hoc) Udell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 VeA(LL) 0.05 3 5 999 240 TCDL 10.0 Lumber DOL 1.25 8C 0.86 Vert(CT) 0.10 3-5 592 180 BCLL 0.0 Rep Stress Ina NO w8 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MP LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 1-513/0-3-8, 3-597/Mechanical Max Horz 1=81(LC 8) Max Uplift 1=-110(LC 8), 3=177(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale - 1:17.0 PLATES GRIP MT20 2441190 Weight: 23 lb FT = 20% Structural wood sheathing direly applied or 5.0-0 oc purtins, except end verticals. Rigid ceiling directly applied or B-0.9 oc bracing. NOTES- 1) Wind: ASCE 7-10: Vuk=140mph (3-second gust) Vasd-108mph; TCDL-4.2pst; BCDL-3.Opsf; h=25ft; 8=4SR; L=24ft; eave=oft; Cat. It: 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 nonconcurfenl 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 110 Ib uplift at joint 1 and 177 lb uplift at joint 3. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 116 lb down and 41 lb up at 1-1-13. and 606 lb down and 181 lb up at 3-0-12 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (plo Vert: 1-2-80, 1-3=20 Concentrated Loads (lb) Vert: 5-116(B) 6=-606(B) This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Philp J. aRegan PE No.68126 MITek USA, Inc. FL CeA 4634 6004 Parke East Blvd. Tampa FL 33610 Date: January 22,2018 AWARNING • Varrly design pararnafers and READ NOrES ON THIS AND INCLUDED AerEK REFERENCE PAGE aul•7172 rev. 16e3120111 BEFORE USE. Design valid for use only with MITeke connectors. This design Is based only upon parameters shown, and Is far an Individual building component, not a' a truss "am. Before use, the building designer must verily the applicability of design parameters and property Incorporate this design Into the overact budding design. Bracing Indlceted Is to prevent buckling of Individual truss web and%or ciwm mombersonly. Additional temporary and permanent t ractrtg M iTek' Isahwaysratiukedforstabilityandtopreventcollapsewithpossiblepersonal %oNry and property damage. For general guidance regarding the fabrication, storaQo, delivery, erection and bracing of trusses and truss systems, "a ANSVTPII Quality CnteAa, 03649 and SCSI Building Component Scot Pane Fast Bind. Safety Information available from Truss Plate Institute. 218 N. Los Street, Suite 312. Alexandria. VA 22314. Tamps, FL 36610 Job Truss Truss Type Oty Ply Park Sq Hms/Bareelona-2392A C T13018055 P2392AC M2 JACK 1 1 ioall Mid -Florida Lumber. Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries. Inc. Mon Jan 22 11:03:09 2018 Page 1 ID:16Ej_2vgrkv4uEJUYC 2iFzkFng-BAuzCA0or3mD00NYG01 X6aJBoelztgwLN6AONzsgOm 6" 540 Scale - 1:17.0 3x4 = 2x4 I I 5-0.0 Plate Offsets fX.YI- I1:0.1-S.Edael LOADING (pan SPACING- 2-" CSI. OEFL. In loc) 1/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.26 TC 0.35 Vert(LL) -0.03 3-5 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.26 BC 0.45 Ven(CT) -0.08 3-5 >959 ISO BCLL 0.0 ' Rep Stress Inv NO WB 0.00 Horz(CT) 0.00 3 n/a We SCOL 10.0 Code FBC2017rrP12014 Matrix -MP Weight: 23 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc puffins, BOT CHORD 2x6 SP No.2 except and verticals. WEBS 20 SP No.3 80T CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=46610-3-8, 3-353/Mechanical Max Hors 1=81(LC 8) Max Uplift 1=-121(LC 8), 3-126(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown NOTES- 1) Wlnd: ASCE 7-10; Vuh=140mph (3-second gust) Vasd-108mph: TCDL=4.2psf; BCDL-3.Opsf; h-25ft:8=45M; L=24N: eave=4ft: Cat. It: Exp 8; 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 pat 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 121111 uplift at joint 1 and 126 Ib uplift at joint 3. 6) Hanger(s) or other connection device($) shall be provided sufficient to support concentrated load(s) 235 ID down end 92111 up at 0.10.12. and 195 Ib down and 90111 up at 2-10.12 on bottom chord. The designlselection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase-1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=60, 1-3=-20 Concentrated Loads (lb) Vert: 6=-235(F) 6=195(F) This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Philip J. URegan PE No.66126 Wak USA, Inc. FL Carl4634 6604 Patka Ent Blvd. Tempe FL 33610 Due: January 22,2018 AWARNING. Vartfy design panmatare end READ NOTES ON TIeS AND INCLUDEO WTEK REFERENCE PAGE a11ti7472 rw. 1de2/2015 BEFORE USE. Design valid tar use only with M(Teid!) connectors. This design Is based only upon parameters shown, and Is tot an Individual building component, not truss system. Before use, the building designer must verify the applirabiaty of design parameters and property Incorporate this design into the over" building design. Bracing Indicated Is to prevent buckling at iraMdusl truss web andfor Nord members ah y. Additional lemporary and permanent bracing M iTe k' Is always required for stability and to prevent collapse with possible personal Injury and pr0pary, damage. For general guidance regarding the fabrlestlon, storage, dalMery, erecibn and bracing of trusses and truss systems, Bea ANSVTPII Quality Criteria, OSS49 and BCSI Building Component 6904 Parka East Blvd. Safety Information available from Truss plate Imtltule. 2IS N. tie Street. Suite 312. Alexandria, VA 22314. Tampa. FL 36610 Symbols 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. Ole 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 bearingsno (supports) occur. loons vary but reaction section indicates joint number where bearings occur. EM Min size shown is for crushing only Industry Standards: ANSUTPII: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. SCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-" dimensions shown in ft-in-sixteenths Drawings not to scale) 1 2 3 TOP CHORDS cla u-3 Sr, 4WEBS O u L) a O H BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBEREDILETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 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 MiTek' MiTek Engineering Reference Sheet MII-7473 rev. 10/03/2015 A General Safety Notes 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 SCSI. 2. Truss bracing must be designed by an engineer. For vide 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 traced 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 ANSIrrPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSIRPI 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, sae, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and sae, and In all respects, equal to or better than that speed. 13. Top chords must be sheathed or purlins 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 ANSVTPI 1 Quality Criteria. 4 24" 7•- 4" 15% 11 1/2" WALL =301 21'- 0 1/2" I 6'- 0" 5'- 6" 7•- 0" 1 I I I Tn NOTE: SEE ENGINEERING PROFILES FOR SPECIAL CONNECTIONS AND NAILING SCHEDULES. FLOOR SPACING 24" O.C. UNLESS OTHERWISE NOTED. ALL WALLS SHOWN ARE LOAD BEARING AT 9'-4" UNLESS OTHERWISE NOTED. NOTE: 2nd FLOOR OVER ENTRY CEILING AT 9'- 4" FIRST FLOOR 1 1 w APPROVED TRUSS ANCHOR BY BUILDER BOTTOM =4x2 TOP = 4x2 2x4 -. TRUSS END DETAIL APPROVED TRUSS ANCHOR BY BUILDER PLUMB CUT OVERHANG HEEL HEIGHT = 2 x 4 BOTTOM = 2 x 4 TOP= 2x4 12 / 6.0 PP' soo 1 L 12" TGI ICC CAIM r1CTAII J L 7 - THA422 FLR HGR A L 16 - HHUS46 FLR. HGRS O 1 - HGUS26-3 3-PLY HGR D MID - FLORIDA LUMBER ACQUISITIONS BARTOW, FLORIDA TRUSS LOADING CONDITIONS I" ROOF TRUSSES I FLOOR TRUSSES THIS TRUSS SYSTEM HIS BEEN DESIGNED WITH LORDS GENERRTED BY 140 MPH WINDS USING 42 PSF TO' OM M LORD IN 30 PSF BOTTOM OOM OEBD LORD 0 MILES FROM HURRIOX OWILK. CRT. 11. EIP. 8 IRSCE 7-IW KIM 2392 - A or C I Park Square Homes P2392AC Barcelona - A or C WA 19.25.171 Bm- 4 19 1/2" 24" 24" 7'- 0" 19% 11 114" I I1 L= =a 1 1 E=9'- 9" 91- 3" 1 I II I 9 1 /4" 1 12'- 8" 1 30'- 2" 1 9'- 6" I NOTE: SEE ENGINEERING PROFILES FOR SPECIAL CONNECTIONS AND NAILING SCHEDULES. FLOOR SPACING 24" O.C. UNLESS OTHERWISE NOTED. ALL WALLS SHOWN ARE LOAD BEARING AT 9'-0" UNLESS OTHERWISE NOTED. APPROVED TRUSS ANCHOR BY BUILDER BOTTOM =4x2 TOP = 4x2 2x4 Cont. Band r--. TRUSS END DETAIL APPROVED TRUSS ANCHOR BY BUILDER PLUMB CUT OVERHANG HEEL HEIGHT = 2 x 4 BOTTOM = 2 x 4 12TOP= 2x4 6.0r 1 -11c - -11, i 12 a, 12" TRUSS END DETAIL 5, Ln -- -- J L 22 - HUS26 1-PLY HGR O 1 - HGUS26-2 2-PLY HGR a MID - FLORIDA LUMBER ACQUISITIONS 0 BARTOW, FLORIDA TRUSS LOADING CONDITIONS ROOF TRUSSES I FLOOR TRUSSES TOP CHOU LIVE: 200 ITOP CHORD LIVE: 40.0 TIP CHORD DERD: 10.0 1 TOP CHORD DEFT: 10.0 1801TOM CHORD DEM. 10.0 IBOTTOH CHORD OEFU 5.0 THIS TRUSS SYSTEM HNS BEEN IESICKU WITH LGIMS I ENERRTEO BY 140 IFH WINOS USING 4.2 PY TIP TH0 OERO LOAO ROI le F'SF BOTTOM DSO OERI LGRO 0 NAES FROM NURRIUK OWKINE. CRT. 11. OF. B OM T-101 I2392 - A or C lPark Square HomesRMrk nm: SECOND FLOOR Barcelona - A or C P2392AC raA a2s.,T e Jjz to JV ` r 0 RECORD COPY pr City of Sanford Building and Fire Prevention Product Approval Specification Form 1 8- 1 868 Permit # Project Location Address ? g,d S 4 O%LDn c SANFORD 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.floridabuildino.oro. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 1. Exterior Doors Swinging Therma - Tru Single Door FL8871.5 Sliding MI Windows and Doors Series 420 Alum SGD - 2 Panel FL 15332.4 Sectional Clopay Building Products 94fr40-W4 FL15279.20 Roll U Automatic Other 2. Windows Single Hung MI Windows 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 e 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 FL7006.1 Underla ments Warrior Roofing 015 and 030 Roofing Fell FL2346.1 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coatin Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Other June 2014 Category Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates En ineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) June 2014 Florida Building Code Online htips://www. floridabui lding.org/pr/pr_app_dti.aspx?parant=wG EV X* Business & Professional Regulation rm r aCIS Home 1 1.02 in I user Registration I Hot TOPICS I Submt Surcharge StatS a facts ! Plmacatbns i faC start I SCls Ste MAP I UAS i Search I Florida Product Approval y ,, USER: Pubse U.ser ralRLlrw 9odua AuurovAl Menu > Ptodud a AOOlirwli0nJU%h > Ankhtion LLn > Application Detall FL # FL8871-R8 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Therma-Ttu Corporation Address/ Phone/Email 118 Industrial Drive Edgerton, OH 43517 419) 298-1740 rtckw@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 Referenced Standard and Year (of Standard) F1, 8@71 RB QI (b)Se tiFlcate of tndependence.pdf Standard year ASTM D1929 1996 ASTM 02843 1999 ASTM D635 2003 ASTM E1300 1998 ASTM E84 2000 ASTM G26 199S TAS 201, 202, 203 1994 I of.4 4/15/2018, 4:47 PM tr FIVida Building Code Online https://www.floridabuilding.org/pr/pr_app dtl.aspx?parani=wGEVX... Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending F8C Approval Date Approved Florida Licensed Professional Engineer or Architect FL8871 R8 Eo iv (I, Egu yalengy_gf SnsljCApdf Method 1 Option D 10/17/ 2017 10/17/ 2017 10/19/ 2017 12/12/ 2017 Summary of Products FL tt Model, Number or Name — 8871.1 I a. "ClassicCraft Rustic" Series Limits of Use — — Approved for use In HVH2: Yes Approved for use outside HVH2: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8871.1 for Design Pressure Ratings by specific Model and for any other additional use limitations and installation Instructions. 8871.2~ b. "ClassicCraft' or 'ClassicCraft I Rustic" Series Limits of Use — Approved for use In HVH2: Yes Approved for use outside HVH2: 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 "ClassicCraft Rustic" Series Limits of Use i Approved for use In HVHZ: Yes Approved for use outside HVH2: 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 FlberClassic and SmoothStar sidelites, this product approval requires the use of "1" part numbers for these sidelites, which have been stained or painted within six months of installation.) 8871.4 —^ d. "ClassicCraft" or "ClassicCraft Rustic" Series ---- Limits of Use Approved for use In HVH2: Yes Approved for use outside HVH2: 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 FlberClassic and SmoothStar sidelites, this product approval requires the use of "Y' part numbers for these sidelites, which have been Description - 3' 6 x 8'0 'Impact" Opaque Fiberglass Radius Top Single Door' X) - Inswing or Outswing Installation Instructions FL6871 R8 II fb1 Inst 8871.1.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party'. Yes Evaluation Reports FL8871 R8 AE (b1Eval 8871.1.pdf Created by Independent Third Party: Yes 3'6 x 8'0 "Impact" Opaque Fiberglass Single Door (X) - - Inswing or Outswing Installation Instructions FL8871 R8 11 ( bi Inst 8871.2.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL8871 R AE W Eval 8871.2.pdf Created by Independent Third Party: Yes 3'6 x 8'0 "Impact" Opaque Fiberglass Single Door with Sidelite (OX or XO) - Inswing or Outswing Installation Instructions FL8871 118 11 ( b) Ins[ 8871.3.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL8871 R8 AE ( b) Eval 8871.3.gdf 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 RB 11 ( b) Inst 8871.4.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL8871 R8 AE ( b) Eval 8871.4.pdf Created by Independent Third Party: Yes 2 of 4 4/15/2018, 4:47 PM Florida Building Code Online if https://www.(loridabuilding.org/pr/pr app_dtl.aspx?param=wGEVX4. ILstained or painted. within six months of installation.) j 8871.5 7e. "FiberClassic" or "SmoothStar" Series 370 x 8.0 "Impact" Opaque Flbergiass Single Door (X) - Inswing or Outswing It Limits of Use Installation Instructions Approved for use in HVH2: Yes Approved for use outside HVIIZ, Yes Impact Resistant: Yes Design Pressure: N/A l Other. See INST 8871.5 for Design Pressure Ratings by specific Model and for any other additional use limitations and Installation Instructions. fL8871_i18 1[ (12)Inst BB71 _;.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes 4 Evaluation Reports FL8871 R8 AE (b)_Ev_a18871. 5.ad Created by Independent Third Party: Yes L.— 8871.6 f. "FiberClaSslc" or "SmoothStar" 13'0 x 8'0 "Impact" Opaque Flbergiass Single Door with Series Sidellte (OX or XO) - Inswing or Outswing Limits of Use Installation InstructionsIApprovedforuseinHVH2: Yes FLs871-R8 It b Approved for use outside HVH2: 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 8871.6 for Design Pressure Ratings by L—SA71 I8-AE(t)) Eva1 88J_1;6.pdf specific Model and for any other additional use limitations Created by independent Third Party: Yes and Installation Instructions. (For FlberClassic and SmoothStar sidelites, this product approval requires the use of "J" part numbers for these sidelites, which have been stained or painted within six months of installation.) 8871.7 g. "FlberClassic" or "SmoothStar" Series Limits of Use Approved for use in HVH2: Yes Approved for use outside HVHZ: Yes Impact Resistant., Yes Design Pressure: N/A Other. See INST 8871.7 for Design Pressure Ratings by specific Model and for any other additional use limitations and Installation instructions. (For FlberClassic and SmoothStar sidelites, this product approval requires the use of "J" part numbers for these sidelites, which have been stained or painted within six months of Installation.) 3'0 z 8'0 "Impact" Opaque Fiberglass Single Door with Sidelites (OXO) - Inswing or Outswing Installation Instructions FL 21-88 If fbl Inst_$SZl 7 pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL8871-Ae-(b) Eval 8BZ1Jpdf Created by Independent Third Party: Yes 8871.8 I h. "FlberClassic", "SmoothStar", 6-0 x 8'0 'Impact" Opaque Fiberglass Double Door (XX) - GassicCraft" or "ClasslcCraft Inswing or Outswing Rustic" Series — Limits of Use Approved for use In HVH2: Yes Approved for use outside HVH2: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8871.8 for Design Pressure Ratings by specific Model and for any other additional use limitations and Installation instructions. 8871.9 — — 1. "FiberClassie, "SmoothStar", GassicCraft" or "ClasslcCraft Rustic" Series - - Limits of Use Approved for use in HVH2: Yes Approved for use outside HVH2: Yes Installation Instructions FL8871 R81I b In $7,1,B.9df Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL8871 RB yE_(b) Eyal $87$.Pdf Created by Independent Third Party: Yes 6'0 z 8'0 "Impact" Opaque Fiberglass Double Door with Sidelites (OXXO) - Inswing or Outswing Installation Instructions P-871 R8 II (b) 1n t Q821.9.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 impact Resistant., Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.9 for Design Pressure Ratings by fL8871 R8 AE (b)_Eval 8871.9.o4tf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation Instructions. (For FlberClassic and SmoothStar sidelites, this product approval requires the use of "J" part numbers for these sidelites, which have been stained or painted within six months of installation.) Bade Neut 3 of4 4/15/2018, 4:47 PM Flgrida Building Code Online https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVX... Contact Us :: 2601 B F gone Read. Taaahasaee, F 32399 Plgne a50-497.1824 The state of Florida is an AA/mo empbya CowrfoM 2007-2013 State of Florida.:: Privacy Statement:: AccessibityStateffient :: Refund Statement Under Florida low, emal addresses are public records. d you do not want your e-mal address released In response to a publk•r'econdt request, do not tend electronic mat to thisentity. Instead, contest the office by phone or by traditional mad. v you have any questions, Maze contact SSo.487.1395. -Pursuant to Section 4 S5.275(1), Florida Statutes, eRective October 1, 2012, ftensee. ttenSed under Chapter 4SS, F.S. must provide the Department with an email address f they have one. The emags provided may be used for official communication wth the licensee. However email addresses are public record. Q you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the pubic. To determine ! you are a licensee under Chapter 455, F.S., please click hM. Product Approval Accepts: Credit Card Safe 4 of 4 4/15/2018, 4:47 PM THERMAITRU 0 THERMA TRU DOORS 1 1 B INDUSTRIAL DR., EDGERTON, OH 4351 7 SMOOTH STAR & FIBER CLASSIC FIBERGLASS SINGLE DOOR INSWING / OUTSWING GENERAL NOTES " IMPACT" I. This product has been evaluated and Is in compliance with the 6th Edition (2D17) Flitch Bolding Code (FBC) sbucturd requirements including the Wo Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or Stucco. 3. When used In the'HVHr this product complies with Section 1626 of the Rorldo Balding Code and does not require an impact resistant covering. 4. when used in areas outside of the NVHP requiting wind bome debris protection, this product complies with FBC Sections 1609.12 R R30MI2 and does not require an impact resistant covens& This product meets missile level Ir and includes Wind Ione 4 as defined In ASTM E 1996 and FBC Sections 1609.112 3 R3D12.12.1. For 2x stud framing construction, anchoring of these units shall be the some as that shown for 2x buck masonry construction. 6. Site condiftons that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal Sat Rem 04 under active doors meet water infiltration requirements for'HVHP. 8. Inswing configurations and ouswing configurations using A item S5 under the door do not meet the water Infilhation requirements for the 1WHr and shall be Installed arty in non•lobttcble areas or at habitable locations protected by an overhong or canopy such that the angle between the edge of canopy or overhang to sN is less than 45 degrees. TABLE OF CONTRAS SHEET DESCRIPTION I Typical etevatbr. design pressures F general notes Door detob th start 3 Door panel debit er dasslW 4 Horizontal cross seniors SN84 VerticalVerticalcross section 6 Bud: and frame - Dc bxrd: m=nry conshucftn 7 omke anc - Ix bud: mesa construction Br7 of Materials & components 37.7YbWL FRAME WIDTH It 3A00"MAx. I PANG WIDTH x = m o N P O FQVfRAIi... D0161.PR#SSkl msn- DOOR TYPE; SWING NEGA71VE=. s DIMENSION • PQSRIVE INSWING 37.75" x 98.00- 80.0 80.0 SMOOTH OUTSWING 37.7S" x 96.W 80.0 80.0STAR INSWING 37.75' x 98.0w 80.0 80.0 FIBER OIITSWING 37.7S" x 96.sw 80.0 80.0CLASSIC See Sheet 8 nor despt Mmm krft nt. 2u rn DWS m w: LFS 3 rue nay Ft-8871.5 0 0 s_Lrr 8 Oe e 6. 41 46 EXTERIOR rW AIM. mr-gio,00 V L DETAIL A -A J 4D 1,92W DETAOL A -A teinbmonwffl wIIIIfULl11l I I DMIOR HomomrAL cRoss sEcnoN i I illl III Mir N E 4SAM NOTE WOOD DOOR COMPONENTS: PINE (SG >- 0.42) INTERIOR 2'\ VEMAL CROSS SECTION Iij ffft US woo No. FL-8671.5 ET _L or JL 64 67 61 EX1i3tIOR 67 61 6 L DETAL MA J 4 0 60 0600006000000co00000000000000000000000000000000000000000000000000000000000000000000000000000000000000000 Ir 00000000000000000000000000000000000000000000000000000 J DETAIL A•A POnel lNf0ieement i I U1jILlll ll INTERIOR 1 HORIZONTAL CROSS SECTION s 2B.86%OPEN GOMM AREA MAX. NOTE: WOOD DOOR COMPONENTS: PINE )SG >- D.42) EXTERIOR INTERIOR 2 VEIMCAL CROSS SECTION 3 Pa O`2 _c°on A ag z--*j xf 2snL D 4 k 01S !FS INO Wr f1-887t.5 Q .,L o JL 4. E x a 01 9 8 fill w 2 i3 E$ m' W 10 19 INTERIOR z D V at5g Z v $ W 4 3d v I n O 18 EXTERIOR 40 14 G"y 60 E P EdAB.IfYP.) 8 D o 0 0 0a B 3 S HORIZONTAL CROSS SECTION3 n5SSS4StwwnW/1X WDhuek L L — r— CSINK CSIN K MP.) •. 10 INTERIOR INTERIOR 10 Q s. L . a s ^ 2 O' • N J 2 e h N ^ ti 12 12 40 EXTERIOR EXTERIOR 40 O sr+e 05 2 08 14 C 16 same N.T.S. 1.1/1CMIN L C 11 60 60 E oxn On OWS m EAAB.IIYP.) 1.1/4'AAN. oac ar. LFS 3 HORIZONTAL CROSS SECTION Ems. JTyP J m . sW 1 HORIZONTAL CROSS SECTION a q CMswlnp shown- buwinp 4 mro buwi FL-8871.5 c cbo opprovod 4 or O EXTERIOR .`1/""` INTERIOR rl"N VERTICAL CROSS SECTION EXTERIOR 4 VERTICAL CROSS SECTION S segenesolt dieell for'HVIti• voter inlltratbn requirements INTERIOR EXTERIOR .. 71""` INTERIOR 2 VERRCAL CROSS SECTION S Sh. W/IX subbu 2 EXTERIOR INTERIOR S VERTICAL CROSS SECTION S werAv wMgurotbn see gmesol notes, sheet 1 for ® rwarertnfllratbn requrements it I!" lit 4{ ZZldd 3 0 T INTERIOR EXTER116.egss*j11 A Q pZ qqdm mot) mG40V S 10 60 o 3 VERTICAL CROSS SECTION INTERIOR EXTERIOR 6 VERTICAL CRROSSSSECRON 5 e genmd notes. fte ItarllW.tes brfd mfbn regikemmb Be LFS no FL-8871.5 Q y5 or 8 t tfP H D& MASONRY OPENING lm 2XBUCK BUCK AhViONNG CONCRETE ANCHOR HOTEL' I. Conareft anchor locations of the cameo may be o*Wed to mahloin ft min. edge dkkwce to mcwiarjoInts. I Comete anchor locations noted as MAX. ON CENTER' must be ocftzted to maintain the n*L edge distance to mortcr)oInts. additional c0=918 or-Chols may be required to enwo fft IMAX ON CENTERclirmnsbn am not exceeded. I Concrete anchor kg*.' E MASONR4Y M. HEAD & d2 f OPENING IAMBS z lki FRAME C5 2XBUCK - 0 NINGf JAMB ROM ANMOW, lUWJAW Mosonry' a bush owulIuction X4646k. ANCHORANCHORTO MIN CLEARANCE IN.' -CLEARANCk- CEATE rrl Cur FTW EIAPCONr C ELCO a T CO LTRACONUULWOOD SCREW INSTALLATION NOTET 1. MobnfWA 0 n**Tx)M.'P/U- 0009 asrunce. , uno uww w, -I.-- w wood screws to prevent the SOHIPQ Of wood. HINGEDETAIL LATCH A DEADBOLT DETA4 Ff. DWS gn IFS we No, FL- 8871-5 L aT —6 or f 7YP. HEAD OPENNG ski is X SUCK edge attance to j. xv !- jahk Al 2 mill I 12 um 5/22/08 G. E8 BILL OF MATERIALS REM DESCRIPTION MATERIAL A 1 X BUCK SG >= 0.55 WOOD B 2X BUCK SG >= DhS WOOD C MAX 1/4•SHUHSPACE WOOD D I /4• X 2WIV PFH ELCO OR ITW CONCRETE SCREW Sly E MASONRY - 3A00 PSI MIN. CONCRETE CONFORMING TO AO301ORHOLLOWBLOCKCONFORMINGTOASTMC90 CONCRETE G 3/16• X 3.1/4' PFH ITW CONCRETE SCREW Siffi J 1XX3%VCPFH 9WCONCRETESCREW STEEL L R 10 X 2-1/T PFH WOOD SCREW 11.I.TMIN. STEEL 1 INSWING ADJUSTABLE THRESHOLD ALUMJWOOD 2 INSWING THRESHOLD jLS300HPS ALUM.ICOMP• 3 INSWING SELF ADJUST THERMAL. BREAK THRESHOLD P30M ALUM./COMP. 4 OUTSWING COASTAL THRESHOLD AUIM./WOOD 5 OUTSWING STANDARD THRESHOLD ALUM/WOOD 6 INSWING THRESHOLD ALUMJCOMP. 7 DOOR BOTTOM SWEEP VINYL 8 JAMB PIN SG >= 0.42 WOOD 9 JAMB O SG >= 0.42 WOOD 10 WEATHERSTRIP FOAM I i HINGE Sly 12 N 10 X 3/4• PFH SCREW SIM 13 09 X 3• PFH WOOD SCREW STEEL 14 LATCH STRIKE PLATE STEEL 15 SECURITY SIM PLATE Siffi 16 A8 X 2-1 /T PFH SCREW Siffi 17 08 X 3/4' PFH SCREW STEEL 18 KWIKSET SERIES PASSAGE LOCK STIR 19 KWIKSET SERIES DEADBOLT 660 SIE13 40 SMOOTH STAR DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS 41 DOOR SKIN 0A7T TNK SMOOTH STAR = 6,000 PSI MIN. RBERGLASS 42 TOP RAIL(SMOOTH STAR COMP. 43 LOCK STU ISMDOTH STAR WOODAVL 44 HINGE STILE ISMOOTH STAR WOOD 45 BOTTOM RAIL(SMOOTH STAR COMP. 46 PANEL REINFORCEMENT OA2? THK SMOOTH STAR STEEL 47 FOAM CORE POLYURETHANE 6D FIBER CLASSIC DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS 61 DOOR SKIN 0.137" THK. IFIBER CLASSIC = 6DW PS MIN. RBERGLASS 62 TOP RAIL RBER COMP. 63 LOCK STILE FIBER CLASSIC WOODAVL 64 HOJGE STILE FIBER CLASSIC WOOD 65 BOTTOM RAIL R E CLASSIC COMP. 66 PANEL REWFORCEMENT 0.02T THK FIBER CLASSIC STM 67 FOAM CORE POLYURETHANE r 4SB q e ° 1rnnD yy ZZ w tS4gg rmdn J 1 gy„ ypp yp 2 UMWII ODb I - t unwop a rr+ T 1— SJ1: Y 6 h_ hv MAX. DESIGN PRESSURE = */- 50 PSF TA er: er. FL— W71. 5 QJLn-6 Florida Building Code Online https://www.floridabuilding.org/pr/pr app_dtl.aspx?parain=wGEVX.#. ProfessionalBusiness & • t BCIS Home I lag In 1 Use, Registration ! Not Topim I Submit Surcharge I Stats a Facts Pubucatbns FaC start ! acts site Map i Links I search I bpr a Product Approval USER: public User fitpn Piodud Anmov I M mt > Prr rQlppd .yy$,garcO > AppMaLbII.KI > Appatatlon Uetall FL # FL15332-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsitlinger@miwd.com Authorized Signature Brent Sitlinger bsidinger@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 Assuratce 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 EL15332_R4 COI —FkC Standard AAMA/WDMA/CSA 101/I.S.2/A440 Year 2008 I of 3 4/1512018, 5:03 PM Florida Building Code Online https://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVX... Product Approval Method Method i Option 0 Date Submitted 08/11/2017 Date Validated 08/13/2017 Date Pending FBC Approval 08/15/2017 Date Approved 10/10/2017 Summary of Products FL Ar Model, Number or Name Description y 15332.1 1_ II SERIES 420 ALUMINUM SGO SERIES 420 ALUMINUM SGD OXO 14S-3/4'x80" NON- REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS332 R4 fI Qg-DOS ff Udf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant, No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332_R4 AE 5108Q7Qpdf PRESSURE RATINGS_ Created by Independent Third Party: Yes Y 15332.2 SERIES 420 ALUMINUM SGO SERIES 420 ALUMINUM SGD OX, XO, XX 96'x80' NOW REINFORCED Limits of Use Installation Instructions _ -- Approved for use in HVHZ: No FLI5332 R1-11 08-00498E.IXIf 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 EL15332 R4 AE 51Q805D.Qdf PRESSURE RATINGS Created by Independent Third Party: Yes 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 SERIES 420 ALUMINUM SGD REINFORCED i T 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 SERIES 420 ALUMINUM SGD REINFORCED OXO 145-3/4"x96" Installation Instructions FL1S332_R4 I[ 08-0224QC,pdf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FLIS332 R4 AE $,I2% BC.odf Created by Independent Third Party: Yes SERIES 420 ALUMINUM SGD REINFORCED OX, XO, XX 96'x96' Installation Instructions FLIS332 R4 II 08-02249C.pdj Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FLIS332 R4 AE SI,2969C.gW Created by Independent Third Party: Yes 1S332.S SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED XXX 143"x96" REINFORCED Limits of Use Installation Instructions ` Approved for use in HVHZ: No E61S332 R4 11 08-02250C.P& Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R4 AE S12970C,Qgf RATINGS Created by Independent Third Party: YesPRESSURE 15332.6 SERIES 420 REINFORCED SERIES 420 REINFORCED ALUMINUM SGD OX, XO, XX ALUMINUM SGD 96'x96" Y Limits of Use Installation Instructions Approved for use In HVHZ: No FLIS332 R4 If 08-004_99f,Qd_f Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62S14 Impact Resistant: No Created by Independent Third Party: Yes 2 of 3 4/15/2018, 5:03 PM Florida Building Code Online https://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVX.•. Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN &k5.332_ R4 AE _jQ806%pdf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.7 ~ SERIES 420 REINFORCED - SERIES 420 REINFORCED ALUMINUM SGD OXO 146"x96" I ALUMINUM SGD Limits of Use _ Installation Instructions Approved for use in HVHZ: No EL15332 R4 II 0$_0_0501E,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 EL15222 R4 A 510808D.odf PRESSURE RATINGS Created by Independent Third Party: Yes IS332.8 I SERIES 430/440 ALUMINUM SGD SERIFS 430/440 ALUMINUM SGD XXX 143"x80" NON- REINFORCED Limits of Use Installation Instructions Approved for use In HVHZ: No S,,ii2R4ItQiL0Q5Q2E.pdf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332-A5 AI.L310.&Q9D,pdf PRESSURE RATINGS Created by Independent Third Party: Yes 1S332.9 , SERIES 430/440 REINFORCED SERIES 430/440 REINFORCED ALUMINUM SGD XXX j ALUMINUM SGD 143"x96" Limits of Use _ w Installation Instructions Approved for use In HVHZ: No FS153.32_R9_II_0.8_003E.pdf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R4 AE SIQQ1QO.pdf PRESSURE RATINGS Created by Independent Third Party: Yes Bark Nett Lo11ta.CLUi :: 2601 Blair Stone Road. talaha< 32 99 Phone: aS0.487-1824 The State or Florida ban AAIEEO empbyer. CoMaMbt 2007-ZQ.13-61a1CSt FbcnL :: Eibmcy_State0lt M :: AcraiNt QY. 9tatamert :: Refund e..temem Under Florida law, emal addresses are public records. U you do not warp your e•Mal address released In response to a ouhBc-records request, do not send electronic Mal to this entity. instead, Contact the office by phone or by traditional ma8 9 you have any questions. please contact 8S0.487.139S. *Pursuant to Section 4S5.27S(1), Florida Statutes, effective October 1. 2012, licensees licensed under Chapter 4SS, F.S. must provide the Department with an emat address Ir they nave one. the emalls provided may be used for ortk0l communication with the arersee. However amel addresses are public record. 9 you do not wish to supply a personal address, please provide the Oepartment with an emal address which Can be made avalatile to the public. Tb determine it you are a tkensee under Chapter 455, F.S., please tick Ile1t• Product Approval Aaoapte: tMAEN ®ROOM ERn Credit Card Safe 3 of 3 4/15/2018, 5:03 .PM NOTES: 1. THE PRODUCT SHOWN HEREIN 15 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 E13DO-04/09 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS, S. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16- OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4-. 9. DOOR 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 AID 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 I" 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 ASTLL C-90. GRADE N, TYPE I (OR GREATER). D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063-T5 .048- THICK MINIMUM 15. APPROVED CONFIGURATIONS: OX, XO, XX, XP, PX, XIP, PDT I TABLE OF CONTENTS 1 SHEET NO.I DESCRIPTION 1 NOTES 2 - 3 ELEVATIONS I M I o-.scePMN I WE I A14RWED 1 A ADDED FIANCE AND FIN WALI,ATIO. 12/10/13 R.L B REVISED INSTALLATM DETAILS 05/03/15 ILL. C REVISED INSTALLATION DETAILS 05/21/17 R.L. MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96' X 96' NOTES IWANW. on N]. V.L 1 08-02249 so,a NTS I aTL 10/30/13 IMMI OF 10 L RMERI D LCM4S A& 1422 WOODAM RD LEA 6vW. NC 27g2J 4304&VWW AwM*k&nWpopn SIGNED: 06/21/2017 ljjjl1ItIILOy'4: v,•GENB-9ir% STAT 6EOF ;&, ip C :ORAOP• '` Luis R. Lomas P.E. FL No.: 62514 I F1 HI 6' MAX 96" MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART 03 FOR NUMBER OF LOCATIONS REQUIRED r 17' MAX r-r Q.C. - 6' MAX I ry 17' MAX O.C. 16' T LAX AME IC14T 6' MAX 6' MAX SERIES 420 SGD REINFORCED WITHOUT ADAPTER EXTERIOR VIEW DESNGN PRESSURE RATING IMPACT RATING 335.0PSF NONE SEE CHARTS II AND 02 FOR OTHER UNITS R47MS NOTES: 1. MAXIMUM PANEL SIZE: 48 v7 s lir 2. MAX1JWUMD.L0.:44S8's90Sr HARDWARE SCHEDULE MOUNTED HANDLE SET (994)4.145) AT 38 314. ON CENTER FROM PANEL BOTTOM LLIC TANDEM ROLLERS (99.17.195) AT EACH END OF PNIEL BOTTOM RAILS M 6083Te REDWORCEA'ENT (888) AT ALL PANEL INTERLOCKS t> iav orwwlwN aft. A1 ROVED A ADDED FIANCE AND FIN INSTALLATION 12110/:1 R.L B 1 REVISED INSTALLATION DETAILS 08/03/15 ILL C I REVISED INSTALLATION DETAILS 06/21/17 1 R.L. CHART ar WHERE WATER INFILTRATION RESISTANCE IS REOUIRED. SFE Nf)TE 9 SHEFT Design pressure dram (p30 Frans Single Rtk! slid Taal Frams VASh if) Htiyn Sao saw e0 7200 420 84.00 4H0 9&w Pas I NOV I Pas I Np Pw tip Pos Np 8A0 40.0 58.4 40.0 S 11 40.0 45.7 a0.0 02.0 0 40.0 552 4Q0 48.0 40.0 OAO 39.4 39A 820 4o.0 52.4 40.0 45.4 40.0 40.8 37.1 37.1 0 40.0 49.8 4Q0 411 38.4 384 0 35.0 CHART 02 WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED. SEE NOTE 9 SHEET I Design pressure Warr (p50 Fri Single Panel am Taal Frans VWM i1) He4N SOLO dac 380 7200 42o 8100 4" Woo Pw Np Pw Nag Pas Nag Pas Nov MO 58.4 59.4 50.9 50.9 45.7 45.7 420 42.0 88.0 2 48.0 48.0 43.0 43.0 39.4 38.4 920 524 514 45.4 45.4 40.6 40.0 37.1 37.1 0 49.6 a9.8 411 411 38.4 38.4 35.0 35.0 CHART13 Number oran4Aor locations required SV OEs Pena and Total Frans YMdIA if) Sao Ao Sao 72.0 420 a 4R0 96.0 Has I Jamb I HAS I.pmD N8S bmb N8S Jamb a 4 0 1 5 1 8 6 8 8 0 4 0 s 8 a t82004058ee8 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96' X 96' ELEVATION ORWW. OrrP. NO. A V.L 08-02249 scut NTS ant 10/30/13 --2 OF 10 L ROBERTO LCUAS P.E. 14l2 HOODFORD RD LEMIAUE AC 2= 42640-CM Xam SIGNED: M21/2017 1R!(L 0,ii J • q '. v,•OENS,J1 0 5 •x= i TA T Luis R. Lomas P.E. FL No.: 62514 4 FF HE 96' MAX FRAME WIDTH 1) ANCHOR PER LOCATION AT HEAD At JAMBS SEE CHART 04 FOR NUMBER OF LOCATIONS REQUIRED 6. MAX 17' MAXrIrO.C. I 6' MAX 17' MAX O.C. 6' 1 _ AX 4ME GHT 6' MAX 6' MAX f 2) ANCHORS PER LOCATION SERIES 420 SGD REINFORCED WITHOUT ADAPTER AT SILL EXTERIOR WEW SEE CHART /4 FOR NUMBER OF LOCATIONS DESIGN PRESSURE RATING IMPACT RATING REOUIRED t35.0PSF NONE ] SEE CHARTS of AND A2 SHEET 2 FOR OTHER UNITS RATDVGS HARDWARE SCHEDULE FLAT MOUNTED HANDLE SET M"4.145) AT 38 3N' ON CENTER FRC METALLIC TANDEM ROLLERS (98-17.195) AT EACH END OF PANEL 9( JMINUM6061T8 REINFORCEMENT (868) AT ALL PANEL INTERLOCKS RLI-To?6 REV DCIO -ON DATE APPROUEt A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L B REVISED INSTALLATION DETAILS 08/03/15 R.L. C REVISED INSTALLATION DETAILS 08/21/17 JR.L NOTES: f. WKWU NI PANEL SIZE: 40 f!I x W Z AlAXfMUMD.LO.:44&rx9O5G' CHART N Number of anchor locadons required SYgb Hanel am Total U nk Yvan (n) Frame 1 in) S0.0 600 1 3L0 720 4L0 NA 1 4" OBA HAS Jamb HAS Jamb HAS Jamb HAS Jamb 8o 4 6 5 6 8 6 6 6 wo 4 6 5 6 6 6 6 8 020 4 6 5 8 6 6 6 8 00.0 4 8 5 8 8 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 V.L 06-02249 scut NTS — 10/30/13 —3 OF 1D L. ROBERTO LOWS RE 1432 WOODFORD RD LEWS W.LE. NC 21= 03440-OW Aw woklo umex" SIGNED: 06/2112017 IR t 11/ 04f i 4/,Ot+ E F2Ns s+ s pTAT SOF ry jS/ONA;1EaG Luis R. Lomas P.E. FL No.: 62514 1 /2- MIN. EDGE DISTANCE 1 3/8- MIN. WOOD FRAMING OR 2X BUCK EMBETMENT BY OTHERS 1/4- MAX. SHIM SPACE 10 WOOD SCREW 110 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR 11 11 11 11 INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCX INSTALLATION NOTES: 1. WTERADR 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 A BED OF APPROVED SEALANT MIN. ENT NIN. STANCE 1 3/8- MIN. EMBEDMENT T- 1/2' MIN. EDGE DISTANCE g10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS nmsmm DESUmnim GTE APPROVED ADDED FLANGE AND FIN INSTALLATON 12/10/13 R.L REVISED INSTALLATION DETAILS 00/03/15 ILL REVISED INSTALLATION DETAILS 06/21/17 R.L. 1/4- MAX. SHIM SPACE JAMB INSTALLATION DETAIL WOOD FRAMWG OR 2X BUCK INSTALLATION SIGNED: OWW017 MI WINDOWS AND DOORS LLC 111 IIIfr/I 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER L * • o 9TA X 9OFRAMEINSTALLATION DETAILS b k lm cGv¢ pO,• TATEE OF i't.S'PC0R10"' DRANW. owe No. Ra G`: OS-902249 C i,10ONAscutatENTS10/30/13 4 OF 10 11Ea10:' L RLWERTO LONMS P.E. 4T? NCIOOF0W RD LMSVALF- NC 270M 43440.0609 011mm"Oftmow.e" LUIs R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS 1/2" MIN. j EDGE DISTANCE 1 /4' MAX. B r SHIM SPACE 10 SMS OR SELF DRILLING SCREW EXTERIOR 11 11 11 11 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: I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE KITH ASTLIIEn 12 7- 1/2- MIN. EDGE DISTANCE I 110 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS 1/A' MAX* SHIM SPACE o«s LxscArlla D 1t A1orm ADDED FIANCE AND FIN INSTALLATION 12/10/13 ILL REVISED INSTALLATION DETAILS 08/03/15 RA_ REVISED INSTALLATION DETAILS 06/21/17 R.L JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" X 96" FRAME INSTALLATION DETAILS MAW. DOC NO. A V.L 08-02249 GU NTS -- 10/30/13 1-5 OF 10 L ROBERM LOMAS PA I&V VA700F lRD AD LEWL%1LL8. NC 27023 4Jr4'0IM rmnal-lnbnavps.C90 SIGNED: OG21/2017 J S R qOEAIS. • p A TAT3 E of i/z•8 NA EaG``• 11111110 Luis R. Lomas P.E. FL No.: 62514 1 1/2" MIN 1' MIN. NErISIM RLY xSCF&MM as AvPRolev SEPARATION EDGE DISTANCE A ADDED FIANCE AND RN INSTALLATION 12/10/13 R.L. B REVISED INSTALLATION DETAILS 08/03/15 R.L. Q C REVISED INSTALLATION DETAILS 08/21/17 R.L. e • • 1 1/4' MIN. 1 1/4* MIN. d. •' d: • EMBEDMENT EMBEDMENT CONCRETE/ MASONRYBY 1/4' MAX. OTHERS F SHIM SPACE T- 1/4' MAX. OPTIONAL 1- a r SHIM SPACE 1x BULK MIN. INTERIORITOBEEDGE PROPERLY SECURED DISTANCE SEE NOTE 3 p •• SHEET 1 T 3/16- TAPCON 3" v MIN FillSEPARATION EXTERIOR INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT 3/16- TAPCON EXTERIOR 3/16" TAPCON CONCRETE/MASONRY BY OTHERS JAMB INSTALLATION DETAIL CONCRE'TEAAMSONRY INSTAL.ATION OPTIONAL I BUCK MASONRY/ 70 BE PROPERLY CONCRETE SECURED BY OTHERS SEE NOTE 3 SHEET 1 NOTES. d• • a, 1 1/4' MIN. I. INTERIOR AND EXTERIOR FINISHES, BYOTHERA a'• • • EMBEDMENT NOT SHOWN FOR CLARfM PERIMETER AND JOANTSEALAHT8YOTHERS TOBE a•' • d DESIGNED IN ACCORDANCE YOM ASTM E2112 SIGNED:O6/7T/2017 MI WINDOWS AND DOORS LLC v1 111nI// 2 7/8' MIN 1' MIN. 650 WEST MARKET STREET CE i SEPARATION EDGE DISTANCE GRATZ, PA 17030 8F ,LP VERTICAL CROSS SECTION SERIES 420 SGD REINFORCED WITHOUT ADAPTER 0 S CONCRETEANASONRYW FRAME INSTALLATION 96" X 96" DETAILS off/w oTATOfOF•' c(pp10P• DuneOs¢ ND. RLV ij• S,pNA1`(LI G` 08022249CV.L.RZZ' aTe NTS10/30/1S 6 OF 10 L ROBFRTO LOMAS AE tanhOODFaWROLEWLSWUZNC2707J CU- S low 9vrnLBYwnatpacm Luis R. Lomas P.E. FL No.: 62514 1/2' MIN. EDGE DISTANCE WOOD FRAMING 1 3/8MIN. OR 2X BUCK EMBEDMENT BY OTHERS 1/ 4' MAX. SHIM SPACE ID WOOD SCREW I WOOD FRAMING OR 2X BUCM BY OTHERS p10 WOOD SCREWS EXTERIOR lLU LLD INTERIOR TO BE SET IN OF WED SEALANT MIN. WENT CURL VIWFU IL.L VERTICAL CROSS SECTION WOOD FRAMING OR 2X SUCK INSTALLA770 VNOTES: 1. 04MRIOR AND EVERVIR FINISHES. BYOTHERS, NOT SHOWN FOR CURRY. 2. PERIAIETEA AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM En 12 1 3/8' MIN. EMBEDMENT 1 1/ 2' MIN. EDGE DISTANCE 010 WOOD SCREWS WOOD FRAMING OR 2X BUCK BY OTHERS 0EsCIPIrIluN 1111E NwMM ADDED FIANCE AND nN NSTALLATXW 12/10/13 R.L. REVISED INSTALLATION DETAILS 08/03/15 R.L. REVISED INSTALLATION DETAILS 06/21/17 R.L. 1/ 4' MAX. SHIM SPACE JAMS INSTALLATION DETAIL WOOD FRAMING OR 2X SACK INSTALLATICIN SIGNED: 0621/2017 MI WINDOWS AND DOORS LLC IILIo,, 650 WEST MARKET STREET GRATZ, PA 17030 Ns1a J • ' . E I . 8: v, G ,1P SERIES 420 SGD REINFORCED WITHOUT ADAPTER t 96' X FLANGE INSTALLATTIOION DETAILS co TATMO;jQ: i' o4PS;c[pR10P G i`c oROX. Doc No. nn 08— 022249 C S1ONA j1Ea Luis R. Lomas P.E. FL No.: 62514 soar wrz NTS10/30/13 7 OF 10 L ROBERTO LONAS P.E. 1a21102/ o2T ODF0RDRDLEIAGV4 &Nq616060i nbNee tlollmspsaao cl 1/2' MIN. EDGE DISTANCE METAL STRUCTURE BY 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 PERIMETEA AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH AS7M E2112 1/ 4" MAX. SHIM SPACE 010 SMS OR SELF DRILLING SCREW INTERIOR L TO BE SET IN BED OF PROVED SEALANT 1/ 2' MIN. EDGE DISTANL Im 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS t / A' \IAV MOMS DESCRpIpN Dt1E APPROM ADDED FLANGE AND nN INSTALLATION 12/10/13 R.L. REVISED INSTALLATION DETAILS 08/03/15 ILL REVISED INSTALLATION DETAILS 06/21/17 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTAL LATKri SIGNED: 06121/2017 MI WINDOWS AND DOORS LLCft 650 WEST MARKET STREET\\5 1 11IIIr,,, LOdf//// GRATZ. PA 17030 0 51 t =_ SERIES420SGDREINFORCEDWITHOUTADAPTER96" X 96" t,,,lO",,` FLANGEINSTALLATIONDETAILSo p • TAT OF F•'' l0RI'D SS•ONAi`G\ ORArAe DAc No. acv V. L 08—022249 C Luis R. Lomas P.E. FL No.: 62514 D. 1E NTS10/30/13 8 OF 10 LA06ERTOL0E4ASP. E. I492wWDFQROR0LE1L VXLEACM= 4Y/. 68006i09 Ahmm®ufresrp.cm 1 1/2' MIN. 1' MIN. RIVISMS REV DESCR<PiDN part PPROY FD SEPARATION EDGE DISTANCE A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. B REVISED DISTALIATON DETAILS 08/03/15 R.L a • • C REVKEO INSTALLATON DETAILS 06/21/17 R.L. 1 1/4' MIN. EMBEDMENT 1 1/4' MIN. CONCRETE/ I EMBEDMENT MASONRY MAX' BY OTHERS SHIM SPACE OPTIONAL IX BUCKTO BE 1" 1/ 4' MAX. r SHIM SPACE INTERIOR PROPERLY MIN. I SECUREDEDGESEENOTE3DISTANCESHEET 1 3/ 16- TAPCON d 1 o' 3- MIN' D EXTERIORINTERIORSEPARATION SILL TO BE SET IN EXTERIOR ABEDOF3/16- TAPCON APPROVED SEALANT 3/ 16' TAPCON CONCRETE/ MASONRY JAMS INSTALLATION DETAIL BY OTHERS CCNCRETEAMASONIRYINSTALLATION MASONRY/ OPTIONAL 1X BUCK CONCRETE TO BE PROPERLY BY OTHERS SECURED SEE NOTE 3 SHEET 1 NOTES: r • T 1. INTERIOR AND EXTERIORFOWSHES,8YOTHERS Ir 1 1 /4' MIN. NOT SHOWN FOR CLARITY. EMBEDMENT 2. PERIMETER AND J0114T SEALANT BY OTHERS TO BE e : DESIGNED IN ACCORDANCE MIN ASTM E2112 SIGNED: 06/21/2017 MI WINDOWS AND DOORS LLC 1111I1II/I/// 2 7/8- MIN. 1- MIN. SEPARATION EDGE DISTANCE 650 WEST MARKET STREET PA J 5 RENDS//,z GRATZ. 17030 G B' p % VERTICAL CROSS SECTION SERIES 420 SGD REINFORCED WITHOUT ADAPTER 0,,6 25 * = CONCRETEMA4SCNRYINSTALIATIDN 96" X 96" q}(rf FLANGE INSTALLA71DN DETAILS p ; STATE OF ; DRWW. DRe NO. Rev i/ xii D8—o0 2Y49 C i/ONA 11`V scut aft NTS10/30/13 9 OF 10 I_ ROSERTDLOWSP.E Luis R. Lomas P.E. LMr WOODFORD RD LMSVOA& NC 27027 430•604009 . can FL NO62514 WOOD FRAMING — + 1/4' MAX BY OTHERS I r SHIM SPACE 1 1/4' MIN. EMBEDMENT APPROVED SEALANT BEHIND FIN 88 WOOD 7 16' MINSCREW EDGE DISTANCE APPROVED SEALANT BEHIND FIN 18 WOOD SCREW 7/16" MIN EDGE DISTANCE EXTERIOR INTERIOR EXTERIOR ft'vam xcv 000111"M MM APPM40 A ADDED FLANGE AND FIN INSTALLA!" 12/10/13 R.L B REVSED DISTALLATION DETAILS 08/03/15 R.L C REVISED INSTALLATION DETAILS 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 I BUCK TO BE PROPERLY SECURED 3/16' JAMB INSTALLATION DETAIL EXTERIOR a PANEL INTERLOCK WOOD FRAMING OR 2K BUCK INSTALLATION HOOK STRIP INSTALLATION MASONR»CONCRETE 1/2' MIN. METAL STRUCTURE 1/2' MIN. 1 1/4' MIN. EDGE DISTANCE BY OTHERSJED E DISTANCE EMBEDMENT TRIM WOOD FRAMING 4BYOTHERSINTERIORTRIM INTERIOR 1/4" MAX. 1 3/8' MIN. r SHIM SPACE EMBEDMENT HOOK STRIP SCREW DRILLJNG HOOK STRIP JID WOOD PANEL SCREW EXTERIORINTERLOCK EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION INTERIOR METAL STRUCTURE HOOK STRIP INSTALLATION SIGNED: 06/21/2017 2X SUCK4VOOD FRAMING II II IIILLLUUU VERTICAL CROSSSECTION WOOD FRAMING OR 2X SUCK WSTAUA77ON FOR SILLINSTALLATTONSEE SHEETS 4.1 NOTES: WTERIOR NOTSNOWNFORCLANmFWISHES,BYO7I ERS, 2. PERIMETER AND JOINT SEALANFBYOTHERS TOBE MI WINDOWS W WEST MARKETDOORS LLC 65OET STREET GRATZ, PA 17030 ci ' ' v •0ENp 9p IHo/'g *= G9 Qrz i • TAT OFtyA/OIyALtE SERIES 420 SGO REINFORCED WITHOUT ADAPTER*• 96" X 96" NAILFIN & HOOK IMSTALLATION DETAILS owsle V.L. oeD xw 08- 02249 av1. C wt< NTS10/ 30/13 194VIO OF 10 DESIGNED IN ACCORDANCE WTIIIAST11E2112 Luis R. Lomas P.E. FL No.: 62514 LF48EWOLOW$AE. f4w MO00T':OM R'D LEMSVLLE NC 27M 00y xwwobionvagam Florida Building Code Online https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVX... , Business Professional . Regulation rr acts tome I lap in I user ftawra an I not TePics I submt Su dUMe I State a facts I P MWiom I FBC Starr I acts Site Map I L-s I Search I Harda r Produet Approval wr A USER:Pubk User Prndurt Anemva) Menu earch > Aeetl tNnI kt > AppBoadw Dotal FL # FL15279-RS Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/ Phone/Email Authorized Signature Technical Representative Address/ Phone/Email Quality Assurance Representative Address/ Phone/Emall Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By reapply 11/28/17 Clopay Building Products Company 8S8S Duke Blvd. Mason, OH 4SO40 S13) 770-6062 mwesterfieldCAdopay. com Scott Hamilton shamilton@clopay. com Exterior Doors Sectional Exterior Door Assemblies Certification Mark or Usting Intertek Testing Services NA, Inc. Gary Pfuehler Validation Checklist - Hardcopy Received Standard year ANSI/ DASMA 108 2005 ANSI/ DASMA 11S 2005 ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 Florida Ucensed Professional Engineer or Architect FL15279 RS Eouiv 2017,0809 - F8C - DASMA 108 eguiv.o f FL15279 R5 Fauly 20170809 - FBC - OASMA 11S eauly pdf I of 7 4/15/2018, 5:17 PM Florida Building Code Online https://www.floridabuildiiig.org/pr/pr_app dtl.aspx?paratn=wGEVX.4 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Go to Page FL_ L=- Method 1 Option A 08/10/2017 11/29/2017 12/OS/2017 Model, Number or Name I Description 1S279.1 001 W3-09 DSIE-1A171: 2050, 20S1, 2OS3, 4050, 4051, 4053, 62, 64, 65, 62G, 62LG, 64G, SDP38, SFL38, SRP38, 134, 135, 136, l6130, 6131, 6133 Limits of Use Approved for use in HVH2: No Approved for use outside HVHz: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-20 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the Impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 15279.2 002 W3-09 DSIE-IA471: GOISP, GRISP, GO1LP, GR1LP, AR1SP, AR1LP, EDISP, EDiLP, 4132, 2132, 6132, SFC38, MFC38 00 Pagel/80 0 1-3/8" Double -skin Insulated EPS (exterior skin 27 ga. min.; Interior skin 29 ga. min.) Single -Car (up to 9'0" wide) WINDCODE® W3 Garage Door Certification Agency Certificate ELSS279 R51CCA SLL4fWlt PL09L4LS911t[A _0".0f o0PsP_e.. Qn_-P0( t 279 yR5C_CACw3-Vstin[ntertck.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL1527_9_R5_lJ_".L655-Rev12. odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Parry: 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 HVH2: No I E43.52Z9RSCSA Le.to wi h oroof of contract-aa ro-f Approved for use outside HVH2: Yes gf spec09_q,pQ Impact Resistant: N/A ELZSZ,z9 RS C CAC W3 Ustinq Gnertek.ollf Design Pressure: +20 PSF/-21 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product OS/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the Impact resistant requirement for FLi5279 R5_II_123952:SeY_0Ladf 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-IA171: 9130, Double -skin Insulated PUR (exterior skin 27 ga. min.; 9131, 9133, HDP13, HDPF13, Interior skin 27 ga. min.) Single -Car (up to 9'0" wide) i HDPL13, 7130, 7131, 7133, 8130, WINDCODE® W3 Garage Door 8131. 8133 Limits of Use Certification Agency Certificate Approved for use in HVH2: No FL15279 RS C CAC Letter with oroof ofconsr d_oroof Approved for use outside HVH2: Yes 9f 105pgS5i4R.p ILf Impact Resistant: N/A FL15279 RS C CAC W3 Listing Intertek p f Design Pressure: +20 PSF/-20 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the Impact resistant requirement for FLi5279 RS II 104175_Rev01•If windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. comply with the impact resistant requirement for windborne Created by Independent Third Party: debris regions (ref 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: 15279.4 004 W3-16 DSIE-1A171: 2050, V 1-3/8" Double -skin Insulated EPS (exte 2051, 20S3, 4050, 4051, 4053, 62, Interior skin 29 ga. min.) Double -Car 64, 65, 62G, 62LG, 64G, SDP38, WINDCODE® W3 Garage Door SFL38, SRP38, 134, 135, 136, 6130, 6131, 6133 rior skin 27 ga. min.; 9'2" to 16'0' wide) 2 of ? 4/ 15/2018, 5:17 PM Flprida Building Code Online https:/hvww. floridabu i Id ing.org/pr/pr_app_dtl.aspx?param=wG E VX... j Limits of Use Approved for use In HVHX: No Approved for use outside HVH2: 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 i debris regions (ref 1609.1.4 FBC). 1S279.5 005 W3-16 DSIE-1A471: GD1SP, GR1SP, GD1LP, GR1LP, AR1SP, AR1LP, ED1SP, ED1LP, 4132, 2132, 6132, SFC38, MFC38 Limits of Use -- - ----•-- - - .. . _.__._ Approved for use in HVH2: No Approved for use outside HVH2: 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 F8C). 15279.E 006 W3-16 DSIU-IA171:9130, 9131, 9133, HDP13, HDPF13, HDPL13, 7130, 7131, 7133, 8130, 8131,8133 Limits of Use ^- Approved for use In HVHi: No Approved for use outside HVH2:: 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). 1 1S279.7 007 W3-16 PAN-2F153: 73, 1500, 7S, 190, 84A, 94, 42, 48, S5, 42B, 48B, 55S, 4RST, 6RST, 4RSF, 6RSF Limits of Use .. _ Approved for use in HVH2: No Approved for use outside HVH2: 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 wlndbome debris regions. The product without glazing DOES comply with the Impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). i 15279.8 - 008 W4-09 DSIE-1F171: 4300, 4301, 4310, 4400, 4401, NOG, 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 HVH2: Yes Impact Resistant: No Design Pressure: +28 PSF/-29 PSF Other: The OPTIONAL glazing available for this product Certification Agency Certificate FLIS279 RS C CAC Letter with proof of contract and gg gtjnsoectIon,Rd Fu5279 RS Chi tsq [ntertek.p( Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FLIS279 R5 11 101820-Revl3.pd_f 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 --- Q1UM 95 GC_Le_ttgC.wJ9 oroofgvgntmgar .pSp4 ofins e o .pd FLIS279 RS C CAC W3 Listina_Intertek.gdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL1.5279 RS It 104028-RevOt.od 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.; Y interior skin 27 ga. min.) Double -Car (9'2' to 16'0' wide) WINDCODE® W3 Garage Door Certification Agency Certificate FL1527 9 RS C Letter with proofof contract and oroof 01112 1110.gdf FLIS279 RS C CAC W3 Listing Intertek-ad Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FUS279 RS 11 104168-RevOl at Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Steel Pan (min. 25 ga.) Double -Car (9'2' to 16'0' wide) WINDCODE® W3 Garage Door Certification Agency Certificate FL1S27j85 C CAC -Letter _with proaf_ofcontractand- ( gfJOSpS.G[1411,piif EI.L92Z J35_CA w.3_l.±;it+g_Iotertelspdf Quality Assurance Contract Expiration Date OS/21/2028 Installation Instructions FLIS279 RS 11 101308-Revl2,gdf 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) WINDCODE® W4 Garage Door Certification Agency Certificate MIS FLIS279 wi Itpl24( S?f Contract-a[1d_0t4gf gf lLig_eSt!gO,BSli FL15279 RS C CAC W4 I.Istingrn=eli.Ildf Quality Assurance Contract Expiration Date 05/21/2028 3 of 7 4/15/2018, 5:17 PM Florida Building Code Online https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVX..! I meets the wind load requirements of the building code but I Installation Instructions DOES NOT meet the impact resistant requirement for EL15279 RS Ll 3016.S2_B=Revll.pdf I windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. comply with the impact resistant requirement for windborne Created by Independent Third Party: debris regions (ref 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: 115279.9 1 009 W4-09 DSIE-1F471: GD2SP, Gallery/Artistry/Expressions: 2" Double -skin Insulated EPS j GR2SP, GD2LP, GR2LP, AR2SP, exterior skin 27 ga. min.; interior skin 27 ga. min.) Single- i AR2LP, ED2SP, ED2LP, 4302, HDGC, Car (up to 9'0" wide) WINDCODE& W4 Garage Door 6202, SFC68, MFC68 Limits of Use Certification Agency Certificate Approved for use In HVHZ: No EL15279 R5 C IrAC Lgtter with oroof of contract and proof Approved for use outside HVHZ: Yes of Inspection,odf Impact Resistant: No fL1S-27-9-BS C CAC-W5Llii-ting lntertek.pdf Design Pressure: +28 PSF/-7.9 PSF Quality Assurance Contract Expiration Date Other, The standard glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for LL> 527 RS_II g3969 B_Rev_02,pdf windborne debris regions. Verified By: Intertek Testing Services NA, Inc. C d I d d ThidP 15279.10 reate by n even ent r arty. Evaluation Reports Created by Independent Third Party: 010 W4-09 DSIU-IF171: 9200, Double -skin Insulated PUR (exterior skin 27 ga. min.; 9201, 9203, HOP20, HDPF20, interior skin 27 ga. min.) Single -tar (up to 9'0" wide) HOPL20, 7200, 7201, 7203, 8200, WINDCODE® W4 Garage Door 8201, 8203 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No fL152Z9 A$ CCAC Letter with proof of contract and proof Approved for use outside HVHZ: Yes of in$pection.pdf Impact Resistant: N/A FU5279 RS G CAC W4 ListIng lntertek.pdf Design Pressure: +28 PSF/-29 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for C l5279 RS 1I_J04).833Rev0l.p_ f windbome debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. comply with the impact resistant requirement for windborne Created by Independent Third Party: debris regions (ref 1609.1.4 F8C). Evaluation Reports Created by Independent Third Party: 15279.11 011 W4-09 DSIUO-LK479: Canyon Rldge/Brookstone Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +28 PSF/-29 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but 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 reglons (ref 1609.1.4 FBC). 15279.12 012 W4-09 PAN-2F151: 73, 1500. 7S, 190, 84A, 94, 76, 42, 48, 5S, 428, 488, 55S, 4RST, 6RST, 4RSF, 6RSF, 211ST, GOSS, GDSSV, GRSS, G115SV, ARSS, ARSSV, EDSS, EDSSV 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 wlndbome debris regions. Double Skin Insulated PUR (exterior skin 27 ga. min.; -) Interior skin 27ga. min.) with Overlay Single -Car (up to 9'0" wide) WINDCODE® W4 Garage Door Certification Agency Certificate ijS2-79 RSCCAC Letter wlth.pfo9Lof Contca.rt-and-Proof of Ipsvecdoll'Of F-L1527_9_95C CAC W9_Ustiog_lntettek,pdf Quality Assurance Contract Expiration Date 05121/ 2028 Installation Instructions FL15.279 k5L1_j044 5 :9ay_01. pd f Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: --- Steel Pan (min. 25 ga.) Single -Car (up to 9'0" wide) WINDCOOE® W4 Garage Door Certification Agency Certificate - FLIS279 R5 C CAC Letter with proof of contract and proof of inspection.pdf i FLL5279 RS C CAC W4 Usting IntgLtck.pd1 Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 RS_II_ 300159-8_ Revl6.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 4 of 7 4/15/ 2018, 5:17 PM Florida Building Code Online https://www.iloridabui!ding.org/pr/pr app_dtl.aspx?parani=wGEVX... 115279.13 W - 013 W4-09 PAN-2F441: G4S, GS4, G4L, GL4, GD4S, GD4L, GR4S, GR4L, G4SV, GS4V, GAILY, GL4V, GD4SV, GD4LV, GR4SV, GR4LV, E4S, I E4L, EO4S, EO4L, E45V, E4LV, ED4SV, ED4LV, SS4, SL4, AR4S, AR4L, SS4V, SL4V, AR45V, AR4LV j Limits of Use Approved for use In HVH2: No Approved for use outside HVH2: Yes Impact Resistant: No Design Pressure: +25 PSF/-32 PSF Other: The standard glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. 15279.14 - 014 W4-09 SPO-21`449: Grand - Harbor, Stone Manor Limits of Use---- Approved for use in HVH2: No Approved for use outside HVH2: 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 4 windborne debris regions. The product without glazing DOES icomply 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 HVH2: No Approved for use outside HVH2: 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 windbome debris regions. Gallery/Artistry/Expressions: Steel Pan (min. 24 ga.) Single - Car (up to 9'0" wide) WINDCODE® W4 Garage Door Certification Agency Certificate- FLIS279 RS C CAC Letter with. pryQ_f_Q.f rQntract and proof of inspe-Won,Of. FL15279 ft5_CCA_CWA_Qst!ng Intertek.odf Quality Assurance Contract Expiration Date O5/21/2028 Installation Instructions F.L1527-9_RS_I1-IQ3.4.8 fr.9:ReM.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 RS_C_CACLettgr with pro of contiXan prof of Inspectlon. gdf FL15279 R CCAC W_ Llsting Intertek.pdf Quality Assurance Contract Expiration Date 05/21/ 2028 Installation Instructions FLIS279 RS II 103549-Rev0(,g0f Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Createdbyb-y Independent Third Party: 2" Double -skin ble-skin InsulatedEPS (exterior skin 27 ga. min.; - Interior skin 27 ga. min.) Double -Car (9'2" to 16'0" wide) WINDCODE® W4 Garage Door I Certification Agency Certificate fo S2L7 R5_ C CAC Letter with proof of contract and proof of Inspection.pd-( FL15279 RS C CAC W4 Listino Intertek.odf Quality Assurance Contract Expiration Date OS/21/2028 Installation Instructions FLIS279 RS 11 101481-B-Rev1.3.gd( Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.16 ~~ 016 W4-16 OSIE-1F471: GD2SP, Gallery/Artistry/Expressions: 2" Double -skin Insulated EPS GR2SP, GD2LP, GR2LP, AR2SP, (exterior skin 27 ga. min.; interior skin 27 ga. min.) Double- AR2LP, ED2SP, ED2LP, 4302, HDGC, Car (9'2' up to 16'0" wide) WINDCODES W4 Garage Door 6202, SFC68, MFC68 Limits of Use Approved for use In HVHZ: No Approved for use outside HVH2: 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 windbome debris regions. Certification Agency Certificate -- ~ 1_5279RS C__ CAC Letter with proof of contra and prgQf fin pection.pdf FLIS279 RS C CAC W4 Usting Intertek.od Quality Assurance Contract Expiration Date OS/21/2028 Installation Instructions fl 15, 279 RS 11 104029:Q Reyffl.pof Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.17 1017 W4-16 DSIEO-IF479: Double Skin Insulated EPS (exterior skin 27 ga. min.; Interior 1 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 https://www. f oridabu ilding.org/pr/pr_app_dtl.aspx?parain=wG EV X.: Limits of Use Certification Agency Certificate Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +25 PSF/-25 PSF t Othert The OPTIONAL gla21ng available for this product meets the wind load requirements of the building code but DOES NOT meet the Impact resistant requirement for t windborne debris regions. The product without glazing DOES i comply with the Impact resistant requirement for windborne I debris regions (ref 1609.1.4 FBC). 15279.18 018 W4-16 DSIU-11`171: 9200, 9201, 9203, HDP20, HOPF20, HDPL20, 7200, 7201, 7203, 8200, 8201, 8203 Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +25.5 PSF/-25.5 PSF Other. The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windbome debris regions. The product without glazing DOES comply with the Impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). L35279 RS C CAC Letter with proof of contract and proof of Insoectlon.pdf FL15279 RS & :8C W4 Listlna tntertek.pdf Quality Assurance Contract Expiration Date OS/21/2028 f Installation Instructions Ft, _— R5 11 103046-Rev07.QOf Verifed By: Intertek Testing Services NA, Inc. i Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: _ Double -skin Insulated PUR (exterior skin 27 ga. min.; interior skin 27 ga. min.) Double -Car (97' to 16'0" wide) WINDCODE® W4 Garage Door Certification Agency Certificate F S RSS CAC_Lette_r_wlth proof_of Contract_ 0_proof of Inspection.pdf FL15279 RS CCAC w4 Listing lntertek,pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FLIS279 RS It 104169-Revy1.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: 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) WINDCODE® W4 Garage Door Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +25.5 PSF/-25.5 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the Impact resistant requirement for wirdbome debris regions. The product without glazing DOES comply with the impact resistant requirement for windbome debris regions (ref 1609.1.4 FBC). 15279.20 020 W4-16 PAN-21F153: 73, I500, 75, 190, 84A, 94, 42, 48, 5S, 411ST, 6RST, 4RSF, 6RSF, GOSS, GDSSV, GRSS, GRSSV, ARSS, ARSSV, EOSS, EDSSV Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +24 PSF/-24.5 PSF Other: The standard glazing available for this product J meets the wind load requirements of the building code but DOES NOT meet the Impact resistant requirement for windbome debris regions. Go to Page — + Certification Agency Certificate FL15279 RS C CAC Letter with proof of contract and proof o Inspection.pdf FLIS279 R5 C CAC W4 Listing Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R5 II 104457-Rev02.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Steel Pan (min. 25 ga.) Double -Car (9'2' to 16'0" wide) WINDCODE® W4 Garage Door Certification Agency Certificate FLl_5279R5 CAr— ttterwlttLPLQ-Q( oLtontact_asld-otoof of InsP.ection.pol FL5279 RS CC9C W4 LI5Nn9_Inter_tek_,pd.f Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions ELlS229R5J1L017.11_ UeYJ5.Of Verified By: Intertek Testing Services NA, Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 0 Page 1 / 8 dy® Q Nert Inc. r•^MCA Us :: 2601 BtatStone Road. Tara UMI FLj, M Phone: 1150-497-1824 The State*( PbMil is an ..:: P.(LaSYStatemem :: gr,mslWkv Statement:: Refund Statement Under Florida law, email addresses are pubic records. It you do not want your a -mad address released o response to a pull[ -records request, do not send et-ctrent 6 of 7 4/ 15/2018. 5:17 PM Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVX... mad to this emI y. Instead, comas the oftce by phone or by traditional mat 0 you have any questions, please tlontact 9S0.4e7.132S. *Pursuant to Section 4S5.275(1), Florida Statutes, effective October 1, 2012, licensees trensed under Chapter 4SS, P.S. must provide the Department with an emal address Y they have one. The emaitl provided may be used toroff vial communication with the licensee. However email addresses are putMt record. if you do not wish to supply a personal address, please provide the Oepartment with an emad address which can be made available to the pubic. To determine if you are a licensee under Chapter 455, FS.. please click MM. Product Approval Aaoapta: go Credit Card Sate 7 of 7 4/15/201 R, 5:17 PM m OPIIDNK GLAZING MAY BE STANDARD OR IMPACT RESISTANT GLAZING. SEE SECTION B-B FOR OEM& MAX STANDARD SRE 6 42-1/2'.16% IMPACT RESISTANT GLAZING 6 JIP '1'L_ _JOIN •ur=--nt---_LM------.—.- _ SNIP LAP JOINTS. ala 1/ ODMIV POLYSTVIEE FOAM w9AA11ON 1-5/16' rA= wm Yam NAI BACIE,R QNSIMRD MODELS W" e 25 G MIN. CALK STEEL SNw WM A BY® -ON PInermJ..fd.l TOP COAT APPLIED TO OWN AND A BAKED -ON POI XOL Y dmD: SOB OF STEEL SIGN. SEE SHEET TWO FOR IMPACT RESISTANT CONSTRUCTION DETAIL 'A' AND STANDARD CONSTRUCT DETAIL 'B'; TRACK AND JAMB DETAILS. ee eaW oe 4 et LfOI W 4 neW.W eO !® Y®m I moL a .W N46w m oeAR .W.aeN"NDMOn mom o. eW r 4. We.. WAsef a mr. O AV L>e LAIC AD 4 671E " IA.II M OIN/:Le w A WOI>m YmL.L Lv me— W as IN M DO L1.I169 LC I L4 a e.Le a I s I a r Clopay n. PAN_ ng Products mAmm, am ON 4wVDio °""" "' me 313) n0-48DD - - r''^^"' •-A G 3' TALL U-BAR 20 GA EELGALV. STEEL Mw. YDLD STRERGOI: w N51 fi L T 12 " CALV. STEEL TOP ROLLER MACIRT. EACH BRACKET TTACKED W(4) lat4/8'LSKEET METAL 14 8A CALV. ROLLER HOWL EACH HINGE FASTENED 10 END SIDLES WIM (4) 014d/0' 9EET METAL SCREWS AHD (4) 1/4'.3/4' SELF TAPPING SCREWS SEE ML1V 'S. a\ Y TALL . 20 G CALV. STEEL U-SAAS w A 2-1-2-1 PATTERN F. TWO U-noONBOTTOMSECTION.A. ON NEXT a SWn N. ETC.). EACH U-BAR ATTACKED WITH (2) 1/4.3/4' SELF TAPPING SCREWS Put SOLE LOG710K 13 CA CAW. STEEL BOTTOM BRAI ATTA09D WON (2) /14.5/6' 94M METAL SCREWS ALLANNUM EXIRUSI N NNYL WEArr9F5TRlP. DESIGN LOADS: +24.0 PSF R -243 PSF TEST LOADS: +36.0 PSF t -37.0 PSF vamAQ YTHM III ma filar W 4 16'ov . I S'oll OwnD• CLASSIC AND CH RP STEEL PAN DOUBLE -CAR. 16w r24/-24.5 PSF Tr e.rom 101711 IBC D r.lq OWa am ww Alb or . Or I.ere GpGONO.. K d2w P OPmOt 1-I ddGG I 7La a 1 .N wo® A w0a M.Q. IwCp16l J11 1 OY 1101 WOQ {OC' Um 1 - at- miw! oat .AQ osra A0a OA1m P m moos D1Am A wa AsaoO IQa O e rualoao.0!®.011 nnlc .om P1a.m. =m P A, RAa a Is... 0, moos R-.. w.s0. 1' as so= deal. Imo .ml ..asa mr1.n dose rw w mulmlf.w Ir Iw Imw>awlol a . luml waIGIdG e G rs low°'° ° wnlm A04Ona AOOI m olmw 1s-In. + uo1l mP a owam m .rmlc amsoc n+m oe Dian an m.ortae. ea rmv Dan rAln Dw w..ale w OOP rsouw /re our) a v w Gar. Z DD /Ri be tOra rAe .w. a a w. am wmt 1w. I IMPACT RESWMT ASSEMBLY DETAILS I DRAWIMD101711-A S= ON R-R (IMPACT -RESISTANT GLAZING OPTION) 2ep s YLmI/ af u01 oO0 O[ w .° 0wmw. is" me rs os IIO nera tom nm e rA IKgaQ m rarDWa Oral Awaw m awl[ O Ina . Art• aw wm raa Dan Is. O1°i iemp10As.. STANDARD ASSEMBLY DETAILS DRAWINID 101711-9 am rl..a rp ur. mmD P Aulat e.1lal. IG[ .a wart'm a rmwra arl. An10# 14An lalll. a Ilan wstdAtr ut nmwml tp\ IP Rw mlD teas Orlllwl sa os On 1 YAssgmaiy omiUucAw1AdLm ala.Om10 a Mtawll wa 1 Wm[ w . 1.1aYm OC 141R' w wmGln mp efst ZNp Om ON d3DM, lYwm w wfNYIQ OI ills .ar oa 1m1 as wD IdID omRmlDla OFM nAlft MAIM cca I Van r4law= Imm0.0lOmlaJQlOileaooammePa. alwlm is n vin SHEET 2 OF 2 If.1. gA• W fdb —ll 1 U 4 GV. D 0 fi1P rp wO40K. p `MQ nelaal m CAM MODO Nla rar01 W 1 I y e/fem 1 ma Lmam m 1. a ama .Auae mm 29P AMR: In Di i.lai s1.rslt r m DD mn wp W ly/o• q 7. •merle 1% rmi tMOP molm 11) t1e 1/.• ow slat. Y mgo mIc01Dm O!a em o>mP .Ildl 1R AW RIDI K OaP O M an0ei 031OrML now= owl. a K Kwdisuw P K IOaapl w AWo r0. K Ouui a UMmP AD Aoosowaesl Au1oa MaaD m1a Fs Ila Ida ua/ K OweAArabTHEDOOR OFVa1G DOES NOT AFFECT THE 1Rw0 LOAD RAT11O OF M 0001L f wLL m0a Am umOl a GL Gaa on FAA enjac. COI n 1G . mY A" Im BOOM LIw TOPBIACaR 1> NORROMK Ty ytfn-0/ T 1000 LAD 6 H ate 1. Q M. 0- 1/Y.12 M No. am mm w- m. q ms wmam ro mm bP` EPAN- aM iClopay ° A01KEBL°Ding Products MASNom A30D%nnw (313) 77D-4m e ma f t1a WL fort m..Aee am OmEm 1lmwWiOUNCM SWAL M Odom m is+>r70w n11 rat mle r m DEVON LOADS. r21.0 PW t -215 PW TEST LEADS: +3&0 PSf t -37.0 PW m R.fOD s. a ®t um 4 16.011E . 16' 0'H w CLASSIC AND CH RP STEEL PAN lom l I IBC I Florida Building Code Online https://www. floridabuild ing.org/pr/pr_app_dti.aspx?paraiii=wGE VX..t RegulationBusiness & Professional ra l acts Home t lag In I user Registration I Hot Topics I Submt Surcha%e I Stats a facts I Pubtotbns I PaC Stag I aCIS Ste Map ( Latks I Search rich tl r Product Approval USER: Pubac User PM "Xoval Menu > B9!llKt.p t>catgn.5sash > 1_tpp_r0t4A_Yjt > Application Oatag FL # FL17499-R3 Application Type Revision Code Version 2017 Application Status Approved Approved by 08PR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Comments Archived Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsitlingeremiwd.com Authorized Signature Brent Sitlinger bsidinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year AAMA 506 2011 AAMA/WOMA/CSA 101/I.S.2/A440 2008 AAMA/WDMA/CSA 101/I.S.2/A440 2011 Equivalence of Product Standards Certified By Product Approval Method Method I Option A I of 4 4/13/2018, 7:05 AM Florida Building Code Online https://www. tloridabuild ing.org/pr/pr_app_dtl.aspx?param=wG EV.X... Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products FL it Model, Number or Name 17499.1 185 SH _ Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ-. Yes Impact Resistant: Yes Design Pressure: +55/-SS Other: R-PGSS•, Missile Level D, Wind 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 117499.3 — 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 - 185 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• 01/15/2018 01/15/2018 01/21/2018 Zone 3. Glass to be Description -- --- -- 36x84 Fln/Flange Frame IG/SG Impact Single Hung Certification Agency Certificate FL17499 R3 C CAC MI Windows - 185 Stj-(Fin) Impact 41.RQf EL1.7499 R3 C CAC MI Windov_yS - 185 SH (Fln)j_rnQdct W R Rg,t24.( Windows_ t.85 SM (Flange) ImQpO L31as1f F499--ff1-CGA_S-L1-8findows 185 SH (flanggl Imocs 4)-.Pdf Quality Assurance Contract Expiration Date 10/17/2018 Installation Instructions jM2_Rj_JL_0-Q2545B.o t Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R3 AE 5.13321E-3.pdf Created by Independent Third Party: Yes 52x72 Fin/Flange Frame IG/SG Single Hung Laminated Glass Certification Agency Certificate FL_17429 R3 C CAC APCC133611Cf119-47-go I" Skl( fSG w v r),gdf i EL17499 R3 C CAC MI Windows - }Q,S5H (fin). (1Z),g9f 11 499 R3 C CAC MI Window - 185 SH (Fin) (12),gdf 17_ a99_R G_G9c MI windows - t85 slL (fn.9e) Quality Assurance Contract Expiration Date i 10/08/2018 Installation Instructions FL12499 R3 It 08-02542%N Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R3 AE 51 233 78-4•pdf Created by Independent Third Party: Yes 36x84 Fin/Flange Frame IG/SG Single Hung Laminated Glass Certification Agency Certificate f 1 4-99 RJ C CAC;APG( 3A63)E1729,01'.109-42AW-185 5WIEW— wa-imerLod FL17499 R3 C CAC MI Windows - 185 SH (FtO)_(33•),pdj FL17499 R3 C CAC MI Windows - 185 SH (FIW_ 14 ( EL17499 R3 C CAC Mf WlnlgWS - 185 SH (flange) WIWI! Quality Assurance Contract Expiration Date 10/ 17/2018 Installation Instructions FL17499 R3 If Q8-9MQQ,gdf Verifed By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports fLLL7499 R3 AE 513328B-5,pgf Created by Independent Third Party: Yes 36x71 Fin, Artless, Flange Frame IG Single Hung— Certification Agency Certificate FL17499 R3 CAC APC HQ4S+2.01-109-47-RO 185 SH M25?.;: 1.Of Quality Assurance Contract Expiration Date 04/ 25/2022 Installation Instructions 2 of 4 4/13/2018, 7:05 AM Florida Building Code Online https://www.floridabuilditig.org/pl/pr app_oti.aspx?param=wGEVX. 17499.5 185 SH Limits of Use Approved for use in HVH2: No Approved for use outside HVH2: Yes Impact Resistant: Yes Design Pressure: +55/-55 Other: R-PG55, Missile Level D, Wind tone 3. Glass to be bedded in Pecora 896 sealant. 17499.E 185 SH Limits of Use Approved for use in HVH2: No Approved for use outside HVH2: Yes Impact Resistant: No Design Pressure: +60/-60 Other: R-PG60 fL] 7499 R3 11 OB-0316.3-,Rdj Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports IfL17499JiE44$.pdf Created by Independent Third Party: Yes 5202 Fin/flange frame IG/SG Impact Single Hung Certificatlon Agency Certificate — FL1749 3 C CAC MI Window_ s - 18S_Sb F n ImpN-t 21,g11f EL17499 R3 C CAC Ml Window - IBrSSH (Fln) Impag 3)_pdj fLl 4 R3 CSAC Mt WIn ws - 185 $K Flan e)_Imo t L2)_Pdf ELb.Z499 R_ _CAG Mt windows - 1g5 SH (flange Imoact 5).odj Quality Assurance Contract Expiration Date 10/10/2018 Installation Instructions FLIZ499 3 1 2544B:.L.pdj Verified By: Luis R Lomas PE 62514 Created by Independent Third Party: Yes Evaluation Reports fL1749.9 R3 AE S13320B-l.pdf Created by Independent Third Party: Yes 52x84 Fin/Flange frame IG/SG Single Hung Certification Agency Certificate Fl,l 9 R3C_Cq APC(1336.2j,7_2.5. Qi:.10-9;4_7=R0 1.@5 5(FI waly $_$, '1-8A 52 1.,_8X84 R6Q(Q0918],pdf fL17499 R3CtA_G-11 Windows - 05 SH (f a)_(101•pdr I EL17-0-9 R3CCACM1_I_N_Irgdgly5_1 5 SH fFin}_t9),pd i E 1.7_4g9_CU J Wlndows;185_S}i(Elar L(2),p f Quality Assurance Contract Expiration Date 10/09/2018 Installation Instructions EL17499 R3 It 08_O.z5.44 x,.pd Verified By: Luis R Lomas PE 62514 Created by Independent Third Party: Yes Evaluation Reports FFL74.19_R_ A S I-4 'A 2.9_22p-4i Created by Independent Third Party: Yes 17499.7 18S Triple SH 111x72 Fin frame IG/SG Single Hung 11002 Flange frame IG/SG Single Hung Limits of Use Approved for use in HVH2: No Approved for use outside HVH2: Yes Certification Agency Certificate EI.1749 Q3_GgC_t( Win aws_185 SH Triple tEin) 3),pdf Impact Resistant: No Design Pressure: +50/-50 Other. R-PG56* f_L1749-%_R3S_CAC MI Wind0_W - 5_Sj1-n•Ip1e1Fln) gLiadj EL174.99 R3 C-CA - LV-VW w - 8$ SH Trlp(e_(Flanoe) fu7a.29 S_CA_G_Mt Windo.@5_5.tf ipl lEtang. fALPAJ. Quality Assurance Contract Expiration Date 10/20/2018 Installation Instructions EL17A99-_R3_11_08`0 548.ti • Qaj Verified By: Luis R Lomas PE 62514 Created by Independent Third Party: Yes Evaluation Reports EU7-4.9993-AE 5,LU32.4_e_G_Qdi Created by Independent Third Party: Yes 17499.8 185 Twin SH 1106x72 fin frame IG/SG Single Hung 10502 Flange Frame IG/SG Single Hun I Limits of Use I Certification Agency Certificate Approved for use in HVH2: No Approved for use outside HVH2: Yes FL17499 R C MI Windows - 185 SM IWIn fin h,ff Impact Resistant: No Design Pressure: +45/-45 Other: R-PG45 FL17499—R.3_CCAC Ml Windows_185 5H D_w Fin I p ,Qf f-L17499 R3 C C—/ C_ I W' w,5 - 185 Sl1 Twin (Flanag) 3),Pkr 3 of4 4/1312018, 7:05 AM Florida Building Code Online 1)tips://www.floridabuilding.org/pr/pr app dti.aspx?paraiii=wGEVX... 1:tI7499 R3 C G4C MI W1ndowS_85 SH Twirl (F.lango 1hodr Quality Assurance Contract Expiration Date 10/20/2018 Installation Instructions FLI7492 R3 ILa6 025478-7.pAf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports EL17499 113 AE 5133238-7.pd Created by Independent Third Party: Yes llaete ngae ConteCt us :: 2601 Blair Stone Road. 7alahassee FL 32192 phone: aS0.40.7-192A The State of FbdOa is an AA/E87 empbyer. Copyright 2007-2011 State of -bf" :: per Statement :: Accessibility Statement :: ReAM Statement Under Florida law, email addresses are public records. R you do not want your a-mal address released In response to a publik-records request, do not send electronic mad to this entity. instead, Contact the Office by phone or by traditional mad. W you have any questions. please contact 850.487.139S. -pursuant to Section 455.27S(1), Florida Statutes, effective October L. 2012. kerdeet licensed under Chapter 4SS, F.S. must provide the Department with an emal address If they have one. The emaas provided may be used for ofAcbl communication win the licensee. However email addresses are public record. ff you do not wish to supply a personal address, please provide the Department with an email address which an be made available to the Pubesc, lb determine if you are a licensee under Chapter 4S5, F.S. please code paL. Product Approval Accepts: RE K- N Credit Card Sate 4 of 4 4/ 13/2018, 7:05 AM NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH 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 CP71ONAL 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE ANCHORED THROUGH THE FRAME IN ACCORDANCE VATH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY. CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 5. WHERE WOOD BUCK THICKNESS IS 1-1/2 OR GREATER, BUCK SHALL BE SECURELY FASTENED TO MASONRY. CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. B. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REOUIRED Al 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 APPUCABLE LOADS. 10. WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULADONS. 11. FRAME MATERIAL: EXTRUDED RIGID PVC. 12. UNITS MUST BE GLAZED PER ASTU. E1300-04/09. SEE SHEET 11 FOR GLASS DETAILS. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS REOUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE f8 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1j4' MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. RrASMS Iftv 1 0[SfAPiD • I DATE I APPR W 1 A REVISED AMCMOR SPACING R CMARIS 07/11/18 IR.L B REVISED GLASS 1 10/02/17 1 R.L. 15. FOR .ANCHORING THROUGH FRAME INIO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 16.FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 17. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE 010 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 8. ALL FASTENERS TO BE CORROSION RESISTANT. 19. INSTALLATION ANCHORS SMALL BE INSTALLED IN .ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm-2.000PSI MINIMUM. 0. METAL STRUCTURE: STEEL 18GA (.048') FY=33KS1/FU-52KSI OR ALUMINUM 6063-TS FU-30KSI .048" THICK MINIMUM TABLE OF CONTENTS SHEET NO.1 DESCRIPTION 1 I NOTES 2 - 3 ELEVATIONS 4 - 10 INSTALLATION DETAILS 11 COMPONENTS SIGNED: 1211412017 MI WINDOWSD LLC 650 WEST MARKET STREET q,P% GRATZ. PA 1700-0370 GEN r(oSrc6v= SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" % 72" NON-IMPACT NOTES o i E ; _ TAT OFi0 S ORIO a io.c RBN.G. 08-02544 N ONA G `` Luis R. Lomas P.E. FL No.: 62514 uut 0.1E SNE INTS12/29/14 1 OF 11 L RDWRM LOADS P.E IM WCMFORD RD LEVASVLL& NC 2nW 430404 g a I FF HE 2' MAX 52' MAX FRAME WIDi'l 1 G' MAX O.C. —I L6' 1 I 1 MAX O.C. O / SAX 1 AME IGHT 4 X 52' MAX FRAME WIDTH — 2" MAX 2" MAX 16" MAX O.C. 2' MAX 2' 1 f MAX O 72" 11 MAX FRAME HEIGHT / rj 4 X 1I 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 01 FOR SMALLER UNITS REQUIRED ANCHORS SEE CHART I F FOR SMALLER UMTS REQUIRED ANCHORS DESIGN PRESSURE RATING I IMPACT RA77NG t6O.OPSF NONE NOTES: 1. MAXIMUM SASH SIZE: 51" X 36". 2. MAXIMUM SASH D.LO.: 47 5/8" X 32 1/27. 3. MAXIMUM FIXED D.L.O.: 49 3/8' X 32 1/2'. HARDWARE SCIEDULE X AT B" FRDM EACH END e BALANCE AT JAMBS ansohs REV DESCRN"a-4 G1E I APPROVED A REVISED ANCHOR SPACING & CHAR15 07/11/16 R.L. B REVISED GLASS 10/02/17 R.L. CHART O Number of anchor locations required Frame Frame Wldtit ifn Height 18.00 21.00 1 DO J6.00 t .00 1 408.00 52.00 on) Hoed I Jamb Head I .lamb Head I Jamb Henri I Jamb Heed Jamb I Head Jwnb Haar! Jamb 24.00 2 1 3 3 3 3 3 3 3 4 3 q 3 4 3 3&00 2 3 3 3 3 3 3 3 4 3 4 3 4 3 3&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 q 418.00 2 4 3 4 3 4 3 4 4 4 4 4 4 4 SLOP 2 5 3 5 3 5 3 5 4 5 q 5 4 S 80.00 2 5 3 5 3 5 3 5 4 5 4 5 4 5 B6.00 2 5 3 5 3 5 3 5 4 5 4 5 4 5 7200 2 6 1 3 6 3 1 6 3 6 4 B 4 6 4 6 MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ. PA 1703D-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52' X 72" NON —IMPACT FLANGE & FINLESS ELEVATIONS Dw,x oNc ro. N.G. 08-02549 srar NTS °' 12/29/14 114M 2 OF 11 L ROBER/O LO UAS P.E. 14at W0OOF0)RDRDLEA7SVU& NC270M 4N.aW-009 t2xr+s0tftwnaw .Dae SIGNED. 12114,2017 R .IL a•, GrE N'sF` Lp r gip; •STAY 6E os0* , , aG\ H11111111 Luis R. Lomos P.E. FL No.: 62514 2 1 MAX 52' MAX FRAME WIDTH 2' MAX 2" MAX --}- 10" MAX O.C. --I F— 2' MAX 2--. I r 10" 1 MAX O.C. I T_ I 0 72" MAX FRAME HEIGHT 4 RED oEstmPlnN C TE APvxa'Cd REVISED ANChOR SPAONG & CHARTS 07/11/16 R.L REVISED GLASS 1 10/02/17 1 R.L CHART#2 Number of anchor locations required Frame Frame Width In Height Pn) 19.00 H IS S Jo+nb 21.00 M d S Jamb 30.00 Ha S Jamb 3&00 H IS S Jamb 4100 H d S jamb 48.00 H L S Jamb 52.00 H d S Jamb 2100 3 1 3 3 3 4 3 5 3 5 3 6 3 6 3 20.00 3 1 4 3 4 4 4 5 4 5 4 6 4 8 4 36.00 3 5 3 5 4 5 5 5 5 5 6 5 8 5 42.00 3 5 3 5 4 5 5 5 5 5 B 5 8 5 4A00 3 6 3 6 4 6 5 8 5 I 6 B B 6 51100 3 6 3 6 4 6 5 8 5 8 6 8 8 8 60.w 3 7 3 7 4 7 5 7 5 7 6 7 6 7 66.00 3 8 3 8 4 8 5 8 S 8 6 8 6 8 72.00 3 8 1 3 1 8 1 4 1 8 1 5 1 B 1 5 1 8 1 6 1 8 6 8 185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW EXTERIOR VIEW EXTERIOR VIEW FW INSTALLA770M FINWSTALLATI'ON SEE CWART 02 FOR SMALLER UNITS REOUIRED ANCHORS SEE CHART 42 FOR SMALLER UNITS REQUIRED ANCHORS DESIGN PRESSURE RATING IMPACT RATING t60.0PSF NONE NOTES: 1. MAXIMUM SASH SIZE: 51' X W. 2. MAXIMUM SASH D.L.D.: 47 5/8" X 32 1/2 3. MAXIMUM FIXED D.L.O.: 49 3/8' X 32 1/2 HARDWARE SCHEDME SWEEP LOCK AT 8' FROM EACH END INTERIOR MEETING RAIL AND TACKLE BALANCE AT JAMBS WI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 185 ALUMINUM SINGLE IIUNG WINDOW 52" X 72" NON -IMPACT FIN ELEVATIONS DRA r osc w. N.G. 08-02549 MILE NTS D"t1 12/29/14 -E13 OF 11 L ROBERTO LO6tS RE r42 NUOOWORD RD LEWbVB.LE. NC 27D23 430CA94MO dmrospermumea m SIGNED: 12/14/2017 5. D TO(AAAT6'TE OF ; V, ZONAL i: Luis R. Lomas P.E. FL No.: 62514 RLVSRMs 1/2" MIN REV DESCRIPDON an: •wna[D EDGE DISTANCE M • REVISED ANOR SPACING B CHARMDT/11/18 R.L. WOOD FRAMING OR 2X BUCK D REVISED GLASS 16/07/17 R.L. BY OTHERS 1 1/4" MIN. EMBEDMENT BACKER ROD APPROVED 1/4. MAX do SEALANT SHIM SPACE 1 1/4M MIN. II III 110 WOOD SCREWY EMBEDMENT INTERIOR 1/2" MIN EDGE aluln D1SIANCEE 10 WOODJ / SCREWY / 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 1/4- MAX. SHIM SPACE VERTICAL CROSS SECTION WOOD FRAMING OR 2K BUCKWSTALLAWN I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED INACCORDANCE WITHASTM E2112 1/4- MAX. SHIM SPACE INTERIOR BACKER ROD APPROVED EXTERIOR SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED: 12/14/2017 MI DOS AND DOOLLC WI/ 650WESMARKET STREET J\RCO df 9p GRATZ, PA 17030-0370 5* 1 AGENB". 05 + = SERIES 185ALUMINUMSINGLEHUNGWINDOW52" X 72" NON -IMPACT FLANGE INSTALLATION DETAILS DO`,• BTATEEE OF S zipDRnwlr. DOG NO. REV 08-02549 Luis R. Lomos P.E. FL No.: 62514 coot NTS at` 12/29/14 s"M 4 OF 11 L ROSERT01. 0"AISRE. tq8 gCWFIORD RD L.EVWSVRLfl NC 27M 434-a am .0" 1 /2" MIN EDGE DISTANCE MET" STRUM BY OTHE APPROVED SEALANT 1/4" MAX. SHIM SPACE 111s1 f10 SMS OR SELF DRILLING SCREW INTERIOR J EXTERIOR SILL TO BE SET IN A BED OF APPROVED STRUCTURAL BACKER ROD SEALANT APPROVED SEALANT 1/4• MAX. SHIM SPACE METAL 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 E2112 Dac1aP11e>a D7LTL APPROAD REVISED AkCMDR SPACING R CHARTS 07/11/15 R.L REVISED CLASS 1 10/02/17 1 R.L. 1/4" MAX. SHIM SPACE J IO SMS OR INTERIORSELFDRILLING SCREWS EDGE DISTANCE r- EXTERIOR METAL STRUCTURE BACKER Roo BY OTHERS & APPROVED SEALANT JAM8 INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17D30-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON -IMPACT FLANGE INSTALLATION DETAILS DR.w»: oMc w. N.G. 08-02549 CAE NTS JDATE 12/29/14 jsKrT5 OF 11 L ROBERTO LOMAS P.E. r4V NIDGOF W RDLEW7SVM1LE.NC2.'= 4 0.6814M Hamm SIGNED: 1211412017 5 it I It o/i', i4! pEMB 9,P, o TAT OF *iu 1ORlO* G?\ Luis R. Lomas P.E. FL No.: 6251 a 2 1/ MIN, EDGE DISTANCE CONCRETE/MASONRY BY OTHERS a e 1 1/4• MIN. OPTIONAL 1x BUCK ° EMBEDMENT SEE NOTES 3 - 7 SHEET I I 1/4- MAX. J BACKER ROD SHIM SPACE APPROVED SEALANT 3/16" TAPCON 1 1/4" MIN. EMBEDMENT CONCRETE/MASONRY BY OTHERS r- 3/16' TAPCON SUS DEst "04 DATE I APPRNM REVISED ANCHOR SPACING & CHARTS 0/11/16 R.L. REVISED CLASS 1D/02/17 R.L. 1/4" MAX. SHIM SPACE r 0 v r• 2 1/2* MIN. EDGE v DISTANCE INTERIOR BACKER ROD EXTERIOR APPROVED OPTIONAL Ix BUCK J SEALANT SEC NOTES 3 — 7 SHEET I JAMB INSTALLATION DETAIL COAICRETE* ASOARIYINSTALLAnoN SILL TO BE SET IN A BED OF NOTES' 1.INTERIOR AND EXTERIOR FINISHES, BY OTHERS, BACKER ROD APPROVED NOTSMOWNFORCLARRY, APPROVED STRUCTURAL 2.PERIMETERAND JOINT SEALANT BYOTHERS TOBE SEALANT SEALANT DESIGNED IN ACCORDANCE WITHASTM E2112 SIGNED. 12/14/2017 OPTIONAL Ix BUCK 1/4- MAX. MI WINDOWS AND DOORS, LLC kIIIIIIIIr /z SEE NOTE3 - 7 SHEET 1 SHIM SPACE 650 WEST MARKET STREET 5 R, [ 0 GRATZ, PA 17030-0370 GENs CONCRETE/MASONRY SERIES 185 ALUMINUM SINGLE HUNG WINDOW 25JO BY OTHERS, e 52" X 72" NON -IMPACT y FLANGE INSTALLATION DETAILS o TAT OF E r O'. DRMft Dwc 40. RLv w PLt`•: cf0RTOP• kk S 1/si// ONAe a 06 B 11EaG`\ sc lcNTSarz12/29/14 s E?T 69 OF 11 VERTICAL CROSS SECTION EEEYJSVLLAC2AW Luis R. Lomas P.E. CONCRETEAMSONRYINSTALLATION fgBYpppgpFLNo.: 6251 A N,y4 1/2' MIN EDGE DISTANCE WOOD FRAMING DR 2X BUCK BY OTHERS BACKER ROD APPROVED t/4 MAX. SEALANT SHIM SPACE BACKER ROD APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS 010 WOOD SCREW SILL TO BE SET IN A =ED OF APPROVED STRUCTURAL SEALANT 1/4' MAX. SHIM SPACE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCKWSTAUA77ON NOTES. t. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED W ACCORDANCE MTN ASTM E2112 RNMO:S DESCRPfXu ' DATE I APPawm REVISED ANCHOR SPACING h CHARTS 107/11/16 I R.L. REVISED CUSS 10/02/17 R.L. 1 1/4' MIN. 1/4' MAX. EMBEDMENT SHIM SPACE MIN INTERIOR EDGE D157ANCLL I 5 10 WOOD _ J SCREW WOOD FRAMING EXTERIOR OR 2X BUCK BY OTHERS BACKER ROD APPROVED SEALANT JAMB INSTALLATION DETAIL 1NOOD FRAMING OR 2X BUCK INSTALLATION SIGNED. 1217412017 MI DEDOORS, 1/ i/ 650W4T MARKET ET GRATZ. PA 17030-0370 rt- Lo 9// y,GENS-p'tD 51 *= SERIES1B5ALUMINUMSINGLEHUNGWINDOW5X 72" NON -IMPACT FINLESS S INSTALLATIONDETAILS r SSTATE OF OF•:c[ ORIOP• '' s/&IONA aR,aPN: mm NO. Rd N.G. 08-02 B 11ti0G. DATE NTS12/29/1 a 79 OF t t Luis R. Lomos P.E. FL No.: 6251a L ROGERTD 1.0144E RE RO t4WMODRORDLEMSVILLEAIC27M A344804Sa9Ma> s*lld eam METAL STRUCTURE BY OTHERS APPROVED SEALANT BACKER ROD APPROVED SEALANT 1/2' MIN I I EDGE DISTANCE 1/4' MAX. SHIM SPACE S OR SELF DRILLING SCREW R 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 W ACCORDANCE WITH ASTM E2112 SILL TO BE SET IN A BED OF APPROVED STRUCTURAL SEALANT 1/ 4" MAX. SHIM SPACE RLVt90Ys DLSCRP' IDw M7E APPROVES REVISED ANC-tOR SPACING N CHARTS 07/11/15 ILL REVISED CUSS 10/02/17 ILL. 1/ 4" MAX. SHIM SPACE B 1 o SMDR I INTERIOR SELF DRILLING SCREWS 1/ 2' MIN. EDGE DISTANCE 1 EXTERIOR METAL BACKER ROD STRUCTURE k APPROVED BY OTHERS SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 1211412017 MI WINDOWS AND LLC 650 WEST MARKET SIR STREET REILIO4rq,/i GRATZ, PA17030-0370 J\5 v,•G NSA •d1 y1 1 0,,s 2 5 SERIES 185ALUMINUMSINGLEHUNGWINDOW5X72" NON -IMPACT FINLESS S INSTALLATION DETAILSyD • $TAT OF 0'OF•'o[ OR10P• : fla%loNAG``` oRcltcown .o. REV 08 B Luis R. Lomas P.E. slut NTS as 12/29/14 slat15B9 OF 11 L. ROBERTO LQU4S P.E. It32 RVOORM RD LEVOSVILLE. AC MW A7ssaaam .cml FL No.: 6251a r•. 2 1/2' MIN. EDGE DISTANCE CONCRETE/MASONRY BY OTHERS e a e 1 1/4' MIN. OPTIONAL IX BUCK ° EMBEDMENT SEE NOTES 3 - 7 SHEET 1 I 1/4' MAX. J BACKER ROD SHIM SPACE do APPROVED SE4LANT 3/16' TAPCON 1 1/4' LAIN. EMBEDMENT CONCRETE/MASONRY BY OTHERS 3/16' TAPCON 2 1/2- MIN. EDGE DISTANCE I REVISIONS OESCPoFlIon OASE APPROVED REVISED AKCNDR SPACING a CHARTS 07/1f/f8 I R.L REVISED GLASS 10/02/17 R.L. OPTIONAL IX BUCK SEE NOTES 3 - 7 SHEET 1 1/4' !MAX. SHIM SPACE INTERIOR I EXTERIOR BACKER ROD k APPROVED SEALANT JAMB INSTALLATION DETAIL CONCRETEIAMSONRY AVSTALLATION SILL TO BE SET BBACKER ROD APPROVED IN A BED OF APPROVED NOTES., L INTER/ORAND EXTERIOR FINISNES BY OTHERS, SEALANT STRUCTURAL NOT SHOWN FOR CEARRY. SEALANT 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE OPTIONAL 1X BUCK 1/4• MAX. DESIGNED INACCORDANCEWITH ASTAIE2112 SIGNED: 1211412017 SEENOTE3 - 7 SHIM SPACE sHEEi 1 T MI WINDOWS AND DOORS, LLC CONCRETE/ MASONRY 1 650 WEST MARKET STREET GRATZ, PA 17030-0370 SN 1ulnlp// S L i r .',GENS*. ,p-_ BY OTHERS b SERIES 185 ALUMINUM SINGLE HUNG WINDOW J 0„6126 e . • • • 52' X 72' NON -IMPACT n •• a FINLESS INSTALLATION DETAILS$$TAT OF tv DRaft oxO Ro. AEV i'c • ORI P • 08- 90 2 549 8 1ONA VERTICALCRASSSECTIONNTS 12/29/14 g OF 11 11E%G CONCRETE/ MASONRYINSTALLATION I. ROMMOL M0P.E 142WOODramRDLEWISVILL_ AC2,W3 49.< dRA4w Amnrr/91 bwAlwa rm Luis R. Lomos P.E. FL No.: 6251a APPROVED SEALANT BEHIND FIN 1 7/16' MIN L EDGE DISTANCE 7/16' MIN EDGE DISTANCE APPROVED SEALANT BEHIND FIN 1 1/4' MIN. EMBEDMENT JS WDOD SCREW LMOLUM.-.1 VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION WOOD FRAMING BY OTHERS 1/4' MAX. SHIM SPACE REl'mCYS REV DES,IPMAI DOE APF RD`M A REVISED ANCHOR SPACING B CHARTS N/02/17 11/16 R.L B REVISED GLASS R.L. WOOD FRAMING 1/a' MAX BY OTHERS r SHIM SPACE IS WOOD SCREW 1 INTERIOR MIN. EMBEDw..ENT T 1 APPROVED SEALANT BEHIND FIN 7/16- 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 JOWTSEALANT BYOTHERSTOBE DESIGNED W ACCORDANCE W77HASTME2712 MI WINDOWS AND DOORS, LLC 65D WEST MARKET STREET w000 GRAT2, PA 17030-0370 FRAMING BY OTHERS SERIES 165 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON —IMPACT FIN INSTALLATION DETAILS DRUM. 0M6 N0. N. G. OS-02549 salt NTS dh 12/29/14 10 OF 11 L ADBER70 LCUO RE 14W WDWfORD RD LEMRSVRLE NC 27MV 00404w M" SIGNED: 12/74/2017 S GEIYSr• g1P Z ; STATE OFs; :' I DR%'D ,Au ciivvtoNA 10111`` Luis R. Lomas P.E. FL No.: 62514 2 3/16" Lr13/16' FLANGE FRAME HEAD CM• I650I ALUMWUM 6063-TS .050' THICK 2 5/I6" --i 3 3/8" J FLANGE FRAME SILL CM-16502 ALUMINUM 6083•T3.M'7NICK I , 5/e" r 1 LIT LOCK RAIUSTILE CM-16SOS ALUMINUM 6D63-T5.067 THICK i" GLAZING BE4D CM•I8535 RIGID PVC .05V THICK 2 3/16" FLANGE FRAME JAMB CM-fam ALUMINUM SW-TS .050' THICK FINLESS FRAME SILL CM• 16554 ALUMWUM 6063-rS .0.6' THICK t i 1 7/16' 2 5/16" SASH 80TTOM ROIL cM-Tails ALUMINUM 6W-T5.050' THICK 1 1 15/16" SASH STILE CM-I6507 ALUMWLW W83-75.050'THICK 2 3/16" --{ 1 I 15/16" FINLESS FRAME HEAD CM• 16553 ALUMINUM6063-75.050' THICK l- 2 3116" FINLESS FRAME JAMB CM-18513 ALUMINUM 6063•T3.050'TMCK 2 5/16' -I I2 3/16" 3 3/4' 2 S/16" 41 FIN FRAME SILL FIN FRAME HEAD CM•IBSA9 CM-16506 ALUMINUM 6063-T5 MV THICK ALUMINUM 6063-T5.050' THICK 2I' 1. MEETING RAIL CM• I6504 ALUMINUM 6063-T5.01S5" THICK 2 3/8' r 2 3/t6 FIN FRAME JAMB CM-16510 ALUMINUM 6063-TS .050' THICK CLSfAIPIaN oat I AMOVO) REVISED ANCHOR SPACING 4 CWW1S 07fti/16 R.L. RNSCD CLASS 10/02/17 1 R.L. 5/8" 1/8" ANN. 1/8' ANN. 1/8" ANN. 090 PVB BY KURARAY METAL REINFORCED BUTYL SPACER EXTERIOR " I"" RIOR 1/2SILICONE SEALANT SEi11VG BLOCK GLAZING DETAIL SIGNED. 1211412017 MI WINDOWSLLC 650 WET MAJRKET STREET ETN p.•s GRATZ, PA 17030-0370 J` 51REIL0 GSERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON—IMPACTCOMPONENTS M-TAf09- 02549 "B iS'S •''' • •G\ srA NTS -E 12/29/14 —11 OF 11 L RMERID LCSN6 P.E. Luis R. Lomas P.E. Iu? KooDFMOR0LEWWVLLEa7onACFL No.: 62514 410E864= . cm Florida Building Code Online https://www.Floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVX... 1 Professional Regulation Ira 8C6 Home I Lag to ; user Regtstratlon ; Hot Tapp Sutxnl surcharge State a Facts PublimUons FBC Stag J eCIS Ste Map Links 1 Search I f 0(I(la ra Product Approval41USER: PuM User Fred ^ AC val Ms y > Pred•( of Amllm(Ipn SCaO > gpplWtna_Lffi > Applotion Oetaa FL # FL15349-R10 Application Type Editorial Change Code Version 2017 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method MI Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsitlinger@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 I of3 4/13/2019, 7:21 AM Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dLi.aspx?param=%vGEVX.:! Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products F' L # Model Number or Name 15349.1 185 PW - Limits of Use y r Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +60/-60 Other: CW-PG60 03/26/2018 03/26/2018 03/27/2018 Description 73 x 72 Insulated Glass Certification Agency Certificate FL15349 R10 C CAC APC 12716,12787.pdf Quality Assurance Contract Expiration Date 04/03/2023 Installation Instructions FLIS349 R10 ll O!L-_qj:t% _pdf Verified By: Luis R. Lomas, PE 62S14 Created by Independent Third Party: Yes Evaluation Reports FLIS349 R10 AE 5131240.odf Created by Independent Third Party: Yes 15349.2 185 PW 4 159 x S4 Triple CHS Insulated Glass Limits of Use M r Certification Agency Certificate Approved for use in HVHZ: No FLI5349 R10 C CACLAPC 15350_pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/24/2021 Design Pressure: +55/-SS Installation Instructions Other: R-PGSS FL15349 RIO 1I 08-02949.odf Verified By: Luis R. Lomas, PE 62S14 Created by Independent Third Party: Yes Evaluation Reports FL15349 Rt0 AE_513783.odf Created by Independent Third Party: Yes 15349.3 185 PW Impact _ 72 x 72 Insulated Laminated Glass Limits of Use_ — Approved for use in HVHZ, No Approved for use outside HVHZ- Yes Impact Resistant: Yes Design Pressure: +55/-5S Other: FW-LC55, Missile Level D, Wind Zone 3. Glass consisted of 5/32" tempered exterior - spacer - S/32" annealed / 0.100 Solutla sanex HP / 5/32" annealed. Glass was bedded In Pecora 896 silicone with 5/8" glass bite. 15349.4 - 185 PW Impact Limits of Use Approved for use in HVHZ- No Certification Agency Certificate FL153499 R10_C CAC APC 1 4494.P&ff Quality Assurance Contract Expiration Date 06/25/2021 Installation Instructions FL15349 R10 11 08-02948.pdf Verified By: Luis R. Lomas, PE 62514 Created by Independent Third Party: Yes Evaluation Reports 415,)49 R10&E 5137 2.pdf Created by Independent Third Party: Yes 159 x S4 Triple CHS Insulated Laminated Glass Certification Agency Certificate t-15349 R 0 C QC-APC 8272.pdf i Approved for use outside HVHZ: Yes FL15349 R10 CCAC APC 8273.pdf 1 Impact Resistant: Yes Quality Assurance Contract Expiration Date IDesign Pressure: +55/-55 01/24/2021 Other: FW-R55, Missile Level D, Wind Zone 3. Glass Installation Instructions j consisted of 1/8" annealed exterior . spacer - 3/32" annealed F115349 R30 It 08-016148.odf 0.090 Solutla PVB / 3/32" annealed. Glass was bedded in Verified By: Luis Roberto Lomas 62514 1 Pecora 896 silicone with 5/8" glass bite. Created by Independent Third Party: Yes Evaluation Reports FLIS349 R10 AE S12278B.pdf Created by Independent Third Party: Yes 15349.5 - _..-.-- 1.85PW 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 S/32" annealed exterior - spacer - 5/32" annealed / 0.100 Solutla Saflex HP / 5/32" annealed. Glass was bedded in Pecora 896 silicone with 5/8" glass bite. 96 x 60 Insulated Laminated Glass Certification Agency Certificate FLIS349 R10 C CAC APC 7962.odf Quality Assurance Contract Expiration Date 12/05/2020 Installation Instructions FLIS349 R10 It 08_01613B.pdf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports 2 of 3 4/13/2018, 7:21 AM Florida Building Code Online https://www.floridahuilding.org/pr/pr_app_dtl.aspx?param=wG EVX... FL15349 R10 AE 512277e.Qdf Created by Independent Third Party: Yes faack tease Contact U :; 2681 slat scene head. 7aMhassee fL 32399 Phone: BSM487-Is24 The State of Florida is an AA/EEO employer. CowrfoM 200]-2013 State of Florida.:: Privacy Statemea& :: A=Ngbkv Statement :: Refund Statement under Florida taw, emas addresses are pubic records. U you do not were your emmal address released to response to a public -records request, do not send electronic man to this entity. trotead, contact the oflke by phone or by traditional mall. 8 you have any questions, please Contact 850.487.1395. -pursuant to Section 4SS.27S(1), Florida Statutes, effective October 1, 2812. licensees (tensed under Chatter 4SS, F.S. must provbe the Department with an emal address If they have one. The !mans provided may be used for official communication weh the licensee. However emai addresses are pubic record. U you do not with to supply a personal address, please provide the Department wen an emai address which can be made avalable to the public. To determine If you area licensee under Chapter 4SS, F.S, please chic bg[L. Produrt Approval Aoopts: ec-- 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. IX BUCK OVER MASONRY/CONCRETE IS OPTIONAL 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2- WINDOW UNITS MUST BE ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL 5. WHERE WOOD FUCK THICKNESS S 1-1/2' OR GREATER, BUCK SHALL BE SECURELY FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. B. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16' OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4'. 9. SHIMS SHALL BE LOCATED. APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. 10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11. FRAME MATERIAL- EXTRUDED ALUMINUM 6063-75. 12. UNITS MUST BE GLAZED PER ASTM E1300-04/09. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE #6 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4' MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. RLM90NS OTSf7EPIDN OAN APPROWED REVISED INSTALLATION DETNLS 06/01/15 R.L. REVISED NAME AND ADDRESS 10/27/18 R.L. 15. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4' MINIMUM EMBEDMENT INTO SUBSTRATE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 16. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16' TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4' MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 17. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 18. ALL FASTENERS TO BE CORROSION RESISTANT. 19. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2.000 PSI. C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm-2.000PSI MINIMUM. D. METAL STRUCTURE: STEEL 18GA (.0487 FY-33KSI/FU-52KSI OR ALUMINUM 6063-T5 FU-30KSI .048' THICK MINIMUM 20. GEOMETRIC SHAPES ARE ALSO APPROVED. APPROVED GEOMETRIC SHAPES DIMENSIONS SHALL NOT EXCEED INSCRIBED DIMENSIONS OF APPROVED RECTANGULAR ASSEMBLY SHOWN IN SHEET 2. TABLE OF CONTENTS SHEET NO.1 DESCRIPTION 1 I NOTES 2 - S 1 ELEVATIONS, CHARTS AND GLAZING DETAILS 4 - 12 1INSTALLATION DETAILS SIGNED. 1111WO16 MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. 01111111111/// J\? • .. 4f GRATZ, PA 17030 GENB.4P 51 t= SERIES 185 ALUMINUM FIXED WINDOW*• 73" X 72" NON -IMPACT NOTES t , oC' TAT Of • ` i F''tOR10T; G`Cacneocw. RLv OS-02 357 B i/S'ONA, L(`a\'-N Luis R. Lomas P.E. FL No.: 62514 xwi a1EHTS 09/03/14 1 OF 12 L ROBERTO LTaA43 P.E. ww WOODFORD RD LEM YU&AIC 770M N 486-o 0D eftamodftmaw.am 72 1/2- MAX FRAME WIDTH 6' MAX i---t- 19' MAX O.C. 6- MAX 5- TAY— I I =Tw 18' / MAX O.C. 71 1/2- MAX FIGHHT REFER TO CHARTS SERIES 185 ALUMINUM FIXED WINDOW 11 do 12 EXTERIOR NEW FOR NUMBER OF ANCHORS REQUIRED r 72 1/2- MAX FRAME WIDTH 6- MAXF--I- 18' MAX D.C. 71 1/2- 18 MAX MAX FRAMETO.C. HEIGHT 1 j 6• MAX REFER TO CHARTS SERIES 185 ALUMINUM FIXED DESIGNER WINDOW f 1 do #2 EXTERIOR VIEW FOR NUMBER OF ANCHORS REQUIRED DESN? N PRESSURE RATING IIUPACT RATING 60. 0PSF I NONE NOTES: 1. MAXM6UA10.L.0.: 668ro1X68Y4' REvmoNS wv DEScary ON DATE APYMIDVm A REV6ED DISTAuA110N DETAILS 06/01/15 R.L 9 REV6ED NAUE AND ADDRESS 10/27/16 R.L CHART NI Number of eneAors required IwfthDw dgld)71IwV Pram ft m4 rldlh in N410N Moe saw I Meo Q.00 6" 1 scm SAW AD 7L6o I161 MLS mb HASIMMb HAS AIM0 N6S mb N6S ARMO MAS me HAS mb AILS Mh N6S Jamb 24. 00 2 2 2 1 2 3 2 3 2 3 2 4 2 4 2 4 2 5 2 3100 2 2 2 2 3 2 3 2 3 2 4 2 4 2 4 2 5 2 a100 2 2 3 3 3 3 3 3 3 1 4 3 5 3 5 3 4Loo 2 3 2 1 3 3 a 3 3 3 4 1 5 3 5 3 6 3 4L00 2 1 2 3 3 3 3 3 3 3 4 3 3 3 e 3 e 1 Sam 2 4 2 4 3 4 3 4 3 4 4 4 5 4 6 4 7 4 e0. oe 2 2 3.1 3 s 1 5 S 5 s 6 S 7 5 e6 DD 2 4 2 4 5 3 5 3 e 0 5 6 0 0 7 6 71. Lo 2 5 2 6 3 S f e 1 e 4 7 S 7 8 7 7 7 CHART42 Number o1 eeMom required with rigid Oil" Framo FnMe r10M Inl light Moo 21UV Use 4L00 I am I 66M 00.00 1 $am 1 7L60 in) HAS mb HAS ftmb HLS Ibmb HAS Ambi AILS Wobj HAS Paws AILS WMbI AILS Iftob AILS W10b M00 2 2 2 2 2 2 3 2 1 2 1 4 2 4 1 2 1 4 2 5 2 JUDO 2 2 2 2 3 2 1 2 3 2 4 2 4 2 4 2 S 2 aloe 2 1 2 1 1 1 a 3 3 3 4 3 4 3 4 1 S 2 4Lo0 2 1 2 3 3 3 a 3 3 a 4 3 4 3 4 3 3 1 4L. o0 2 1 2 3 3 a a 3 3 3 4 3 4 a 4 f S 1 64. so 2 4 2 4 4 3 4 a 4 a 4 4 t S 4 0 0 2 4 2 1 3 4 3 4 1 4 4 4 4 4 4 4 5 4 6L00 2 4 2 l s 4 3 4 3 4 4 4 4 4 4 4 5 4 71. 60 2 S S 5 3 S 3 S S 4 S 4 5 5 S SEE SHEETS 4.7 FOR INSTALLATION DETA&S SIGNED: 11/15/7016 MI WINDOWS AND DOORS, LLC 01111I/II, MARKET 6CRATZ, S G E NS PA3DTtr 0, 5 SERIES185ALUMINUMFIXEDWINDOW73• X 72' NON -IMPACT q (s3,6oi` FLANGE & FINLESS ELEVATION R CHARTS pO,• TAT OF No. Iwvvv J. L.DW 08- 02357 B 77 NI1Np j10% Luis R. Lomas P.E. FL No.: 62514 SUL are SHM NTS09/03/14 2 OF 12 L RM-PLGNAS AE. 14R KWDFUAD RD LEWl Ma NC 27023 U4. 666.0809 cvm 72 1/2" MAX FRAME WIDTH 6' MAX 4": 1a' MAX O.C. 6" MAX I MAX O.C. III 71 1/2' MAX FRAME HEIGHT 00 REFER TO CHART g3 SERIES 185 ALUMINUM FIXED WINDOW FOR NUMBER OF EXTERIOR WEW ANCHORS REQUIRED 72 1/2" MAX FRAME WIDTH 6' MAX JF— 18" MAX O.C. F— 6" MAX MAX O.C. 71 1/2" MAX FRAME HEIGHT REFER TO CHART 03 FOR NUMBER OF SERIES 185 ALUMINUM FIXED DESIGNER WINDOW ANCHORS REQUIRED EXTERIOR VIEW DESIGN PRESSURE RA7WCo IMPACT RATING t60.OPSF NONE NOTES: 1. MAXIAWMD.L.O.: 693/4•X583f4• RflnsloHe REV 00CF4"" DATE I NM MOED A REVISED oWALLATXIN DEWLS 06/01/15 R.L B 1 REVISED NAME AND ADDRESS 10/27/16 R.L CMAT A3 AlumAer of anchors nquitod Ma In44ollotlon Frame Rime whn (In) HIIOM f4A0 20.00 Mee 42.00 41A0 A4.0o 00.00 Aeo 12.w In) HA$ m 0 HAS m0 HAS m0 HAS Imo HAS me HAS m0 HAS me HAS n1 e Has m0 00 244 4 5 5 e Moo 4 4 4 S 5 e A00 4 4 4 S 5 e 1200 4 4 4 4 4 4 4 5 4 S 4 0 4 48. 00 4 4 4 4 4 4 S 4 5 4 e U00 4 4 4 4 4 4 4 1 5 4 5 4 6 4 Sam 5 S s 4 5 4 5 4 5 5 S 5 5 e S aw S 3 5 4 5 4 5 5 S s s s e 5 71. 50 e 6 4 e 8 4 6 S e 6 6 e e SEE SNEEI`8 FOR INSTALLATION DETAILS MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ. PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73' X 72" NON —IMPACT FIN ELEVATION do CHART GROW. DIC H0. J. L. 1 08-02357 scat NTS jwt 09/03/14 1 S"M 3 OF 12 L RMMO LCAMS RE 42 R100DF0RD RD LE"7SV11LE. NC 27M 474408oee0 - 6bneRa 900 SIGNED: 1111WO16 r N EBR4 1 0 5/ 100 O"• ; LORIDP • G isS7ONA 1```` Luis R. Lomas P.E. FL No.: 62514 WOOD FRAMING OR 2X BUCK BY OTHERS 1/2' MIN. EDGE DISTANCE 1 1/4' MIN. METAL EMBEDMENT STRUCTURE BY OTHERS 1/ BACKER ROD SHIM SPACE BACKER ROD Ac APPROVED I d APPROVED SEALANT SEALANT J1D WOOD SCREW EXTERIOR EXTERIOR uvrcnrvn 010 WOOD SCREW BACKER ROD RIGID FILLER BACKER ROD — do APPROVED 1/4• • R APPROVED SEALANT rI SHIM SPACE SEALANT WOOD FRAMING 11 1/4 MIN. STRUCTURMETAEOR2xBUCK BY OTHERS EMBEDMENT BY OTHERS 1 /2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BLCK INSTALLATION 1 1/4" MIN. 1/4' MAX. EMBEDMENI r SHIM SPACE I 1/2" MIN. T 3/4' MIN. EDGE DISTANCE 1 fNTERIOR EDGE DISTANCE i I¢ 10 WOOD SCREW / WOOD FRAMING J EXTERIOR OR 2X BUCK BACKER RODBYOTHERS R APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMWD OR 2X BUCK INSTALLATION 3/4' MIN EDGE DISTANCE 1/4' MAY.. SHIM SPACE pID SMS OR SELF DRILLING SCREW INTERIOR fiD SMS OR SELF DRILLING SCREW RIGID FILLER 1/4' MAX. SHIM SPACE d IF I 3/4" MIN EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION 1/4' MAX. r SHIM SPACE INTERIOR 110 SACS OR SLIF DRILLING / SCREWS J// ME 4l EXTERIOR STRUCTURE BACKER ROD SY OTHERS 3 APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION Rbsoms RL+ KscRNRDetI DUE APPRDKD A REVISED INSIALIATION DETAILS D6/01/15 R.L. B 1 REVISED NAME AND ADDRESS 10/27/16 R.L. NOTES: 1. WIERIOR AND EXTERIOR FINISHES, BY OTHERS NOT SNOWNFOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITNASTAI E2712 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 WITHOUT FILLERS DROW.. Dxr. NO. J.L 1 08-02357 srxt NTS D"M 09/03/14 Iwo 4 OF 12 L. RMOTO LOMAS P.E 14V WDODFORD RD LEVOSYbIE NC 2= W.eee4eD9 Abmv DgmAtpaoom SIGNED. 1111512016 Ll0 E; i i•CNSF'9J' 4.TDoOF ;44o O 0R10"' pPJA ` 1 a\\ Luis R. Lomas P.E. FL No.: 62514 REV DESCRWIVM G1E APPRDMLD 2 1/2- MIN. A REVISED WSTALLATICN DETAILS 06/01/15 R.L. EDGE DISTANCE I B REVISED NAME AND ADDRESS 10/27/16 R.L. CONCRETE/MASONRY BY OTHERS •. I t 1/4" MIN. 1 1/4' MIN. EMEEDMENT OPTIONAL 1X BUCK e EMBEDMENT SEE NOTES 3 — 7 SHEET 1 I BACKED ROD J I 1/4' MAX. CONCRETE/MASONRY OTHERS 1/4' MAX. do APPROVED SHIM SPACE SHIM SPACE SEALANT OPTIONAL IX BUCK SEE NOTES 3 - 7 SHEET 1 3/16' TAPCON o • EXTERIOR INTERIOR 3/16' TAPCON INTERIOR 3/ 1D' TAPCON I BACKER R00 k APPROVED SEALANT 1/4' MAX. 2 1/2- OPTIONAL 1X BUCK r SHIM SPACE SEE NOTE 3 - 7 1 EDGE EXTERIORSHEETtLDISTANCE P BACKER ROD CONCRETE/MASONRY I J L It APPROVED BY OTHERS 1 1/4MIN. SEALANT a d EMBEDMENT JAMB INSTALLATION DETAIL CONCREIE/ MASOAIRYINSTALLATION C . 1 c 2 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEIMASONRY INSTALLATION SIGNED: 111152016 MI WINDOWS AND DOORS, LLC 650 W. MARKET 5T. 11111IIUI,,, It LOM i iGRATZ, PA 17030 b,•GENSF JL NOTES: SERIES 185 ALUMINUM FIXED WINDOW D 5 f. INTERIOR AND EXTERIOR FINISHES, BYOTHERS. 73' X 72• NON —IMPACT o F E NOTSHOWNf-0RCLARITYFINLESS INSTALLATION DETAILS WITHUT FILLERS TAT OF ; DESIG NEDINACCCORDANCND JOINT EWITHASTME2712 ANrBYOTHERSTO8E Rp i 0s:c[OR10* : J. 08-02 57 B ipMA 11Ea` LEarzNTS09/03/14 5 OF 12 L. ROBERR7 LCWL4 RE Luis R. Lomos P.E. lrvno R0LEwS1U&Nc2W3 u. aee•a sos bmmp.om+ FL No.: 62514 AOL WOOD FRAMING OR 2X BUCK BY OTHERS 1/2" MIN. EDGE DISTANCE 1 1/4" MIN. METAL EMBEDMENT STRUCTURE BY OTHERS I 1/4 MA BACKER ROD J SHIM SPACE BACKER ROD A APPROVED RIGID FILLER & APPROVED SEALANT SEALANT JID WOOD SCREW EXTERIOR EXTERIOR INTERIOR 110 WOOD SCREW RIGID FILLER BACKER ROD k APPROVED c 1/4• MAX. SEALANT SHIM SPACE WOOD FRAMING 1 1/4- MIN. OR 2X BUCK EMBEDMENTBYOTHERS 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION 1 1/4" MIN. 1/4" MAx. EMBEDMENT r SHIM SPACE T- F7LRIGID FILLER 1/2' MIN. EDGE DISTANCE I INTERIOR BACKER ROD L4 APPROVED SEALANT STRUCTURE BY OTHERS I 3/4" MIN. EDGE DISTANCE L 3/4" MIN Ir EDGE DISTANCE 1/4' MAX. D SHIM SPACE TL RIGID FILLER 110 SMS OR SELF DRILLING SCREW INTERIOR 10 SMS OR SELF DRILLING SCREW RIGID FILLER 1/4' MAX. j SHIM SPACE d d 3/4' MIN EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION 1/4" MAX. F SHIM SPACE RIGID FILLER I /_ INTERIOR ID WOOD 0 1 D SMS OR SCREW SELF DRILLING SCREWS WOOD FRAMING EXTERIOR METAL EXTERIOR OR 2x BUCK BY OTHERS BACKER ROD STRUCTURE BACKER ROD APPROVED BY OTHERS 3 APPROVED SEALANT SEALANT JAMB INSTALLATION DETAIL JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALlATX N METAL STRUCTURE INSTALLATION A'11610fi5 REV DESCRIPADM ar. APPRDKD A R[VGED INSTALLATION DETAILS D5/01/I5 I R.L B REVISED NAME AND ADDRESS 10/27/96 1 R.L. NOTES. 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOWT SEALANT BY OTHERS TO BE DESIGNED W ACCORDANCE MTN ASTM E2112 SIGNED. 111152016 MI WINDOWS AND DOORS, LLC ottillifill 65D W. MARKET ST. GRATZ. PA 17030 J? R ' L 119GENp ENO, 2se *= 151. SERIES 185 ALUMINUM FIXED WINDOW 7LL X 72" TONS IMPACT INSTALLATION DETAILS WITH RIGID FILLERS 4ATe `FINLESS STATE OF O••'c(pRIOP• i0DRAM. uo. 11LV 08 B E a`rz SRONTS09/03/14 67 OF 12 R. P.E. Luisis ,,Lomosas L RC6ERTO LOIAU RE 14M WOODFORO RD LEWISVRLE, NC 270M 4Jr69 116-M A Vb/WPe.mm62514 IILVLSfCM REV OISCRVTIDN art .tMRodo 2 1/2" MIN. A REVISED INSTALLATION DETAILS DS/01/15 R.L. EDGE DISTANCE I B REVISED NAuE AND ADDRESS 10/27/15 I R.L. CONCRETE/MASONRY BY OTHERS I i 1 1/4" MIN. 1 1 /4• MIN. EMBEDMENT OPTIONAL IX BUCK EMBEDMENTSEENOTES3 - 7 SHEET 1 I1 F CONCRETE/MASONRY 0 BACKER ROD 1/4' MAX. BY OTHERS 1/4' MAX. APPROVED SHIM SPACE SHIM SPACE SEALANT OPTIONAL IX BUCK RIGID FILLER SEE NOTES 3 - 7 RIGID FILLERSHEET1 3/16" TAPCON o EXTERIOR INTERIOR 3/16• TAPCON INTERIOR BACKER ROD 3/16" TAPCON Ac APPROVED RICID FILLER SEALANT i/4" 2 OPTIONAL 1X EUCK r SHIM SPACE IN. MIN. SEE NOTE 3 - 7 EDGE v SHEET 1 DISTANCE EXTERIOR CONCRETE/MASONRY BACKER ROD BY OTHERS 4 1 1/4' MIN. SEALANROVED a" EMBEDMENT JAMB INSTALLATION DETAIL f • CONCRETE4A4SONRY INSTALLAT ION 2 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION coNCRETSwSONRY INSTALLATION SIGNED. 111152016 MI WIND oWw. MARX DOORS, LLC 1a IL0 (/.,/ GRATZ, PA 17030 a GEN,9'.4 NOTES: SERIES 185 ALUMINUM FIXED WINDOWt.WTERIORAND EXTERIOR FIMSHES,BYOTHERS. IKOT'g`+* NOT SHOWN FOR CLARITY. 2 PERWETER AND JOINT SEALANT' BY OTHERS TO BE 73" X 72" NON -IMPACT WITH RIGID FILLERS TAT FINLESSINSTALLATIONDETAILSpE OF i i014 DESIGNEDWACCORDANCEWIMASTUE2tt2i v • A[ ORIOP • ' CRON: bNc N0. RLv 08- 57 B i/i S'ONA 11E11G\ scutarzPITS09/03/14 7 Of 12 Luis R. Lomas P.E. FL No.: 62514 L ROBEMV LOMAS RE. I4. v WOODFORD RD LEIMSVALC NO 2AW 43r4004M rAfIlla p.c m p WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD do APPROVED SEALANT BEHIND FLANGE 1 /2- MIN. EDGE DISTANCE 1 1/4- MIN. EMBEDMENT 1/4- MAX. SHIM SPACE f10 WOOD SCREW EXTERIOR INTERIOR 110 WOOD SCREW RIGID FILLER BACKER ROD B APPROVED SEALANT 1/4" MAX. BEHIND FLANGE SHIM SPACE WOOD FRAMING 1 1/4- MIN. OR 2X BUCK EMBEDMENTBYOTHERS 1/2' MIN EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR tar BUCKWSTALLATRW 1 1/4' MIN. 1/4' MAX. EMBEDMENT F SHIM SPACE 1 I /2' MIN. EDGE DISTANC I INTERIOR JID WOOD — SCREW WOOD FRAMING OR 2X BUCK EXTERIOR BY OTHERS BACKER RDD & APPROVED SEALANT BEHIND FLANGE JAMB INSTALLATION DETAIL WOOD FRAMWG OR 2X BUCK WSTALLA 77ON METAL STRUCTURE BY OTHERS BACKER ROD S APPROVED SEALANT BEHIND FIANCE 3/4' MIN EDGE DISTANCE 1/4- MAX. SHIM SPACE 1D SMS OR SELF DRILLING SCREW EXTERIOR INTERIOR 110 SMS OR SELF DRILLING SCREW BACKER ROD do RIGID FILLER APPROVED SEALANT BEHIND FLANGE 1/4• MAX r SHIM SPACE METAL STRUCTURE BY OTHERS 3/4' MIN EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION SHIM SPACE 3/4' MIN. INTERIOR EDGE DISTANCE REVISIMS REV REVISED INSIALDMRFT" Dolt APPItMD LATIDN DEIAILS 06/01/15 R.L. 6 I REVSED MME AND ADDRESS 10/7.7j16 IR.L. NOTES: I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARRY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE VMH AST7N E2112 SIGNED., 1111WO16 MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. 1 1111FfII, S R• L0 4fi, d11) SMS OR GRATZ. PA 17030 GENS 9U+s SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON —IMPACT SELF DRILLING SCREWS 0,6 5 x k c97 METAL EXTERIOR FLANGE INSTALLATION DETAILS WITHOUT FILLERS O; STATE OF • BYOTHERSBACKER ROD & D A u0 REV" APPROVED SEALANT 08-02357 B ij, ONA,IE A sit DATt NTSO9/03/14 S OF 12 FLANGEJAMB INSTALLATION DETAIL Luis R. P.E. LADAERTDLOMASP.E. METAL STRUCTURE INSTALLATIGN TavVAX)DRMRDLEMSVAMAI 2707J 625mos FLNo.: 2514 40, cy CONCRETE/MASONRY BY OTHERS OPTIONAL IX BUCK SEE NOTES 3 — 7 SHEET I BACKER ROD & APPROVED SEALANT BEHIND FLANGE EXTERIOR BACKER ROD & — APPROVED SEALANT BEHIND FLANGE OP110MAL 1X BUCK — SEE NOTE 3 — 7 SHEET 1 CONCRETE/MASONRY — BY OTHERS 2 1/2" MIN. EDGE DISTANCE I 1/4• MAX. SHIM SPACE 3/16' TAPCON INTERIOR 3/16• TAPCON 1/4" MAX. SHIM SPACE 1 1/4• MIN. 4. EMBEDMENT a 2 1 /2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRET& WSONRY1NSTALL9TIONJ RLV6CMS NEW DESCRrm" G1E aiPROY[D A REVISED INStALLATiON DETAn9 06/01/15 RA. B REVISED NAME A6XD ACDRESS 10/27/16 R.L. 1 1/4" MIN. 1 1/4' MIN. EMBEDMENT EMBEDMENT 0 CONCRETE/MASONRY BY OTHERS 1/4• MAX. SHIM SPACE OPTIONAL 1X BUCK SEE NOTES 3 — 7 SHEET 1 a 3/16" TAPCON 2 t/2• MIN. o EDGE INTERIOR DISTANCE EXTERIOR L BACKER ROD do APPROVED SEALANT BEHIND FLANGE JAMB INSTALLATION DETAIL CONCRETEIMSOMRY 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 W7H ASTM E2112 MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ, PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON —IMPACT FLANGE INSTALLATION DETAILS WITHOUT FILLERS DRAww' . DWG UM R J.L. 1 08-02357 VALE NTS o'n 09/03/ 14 90" 9 OF t 2 L MWATO LOk4S Y.E. 14711o00FM RD LEnNSVALE. AC 27W3 4JU1984ws ..cam SIGNED: 11/15/2016 Sit. I ILlo4f *i D S* = T OF ;tk S 11NAL Luis R. Lomas P.E. FL No.: 62514 WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD & APPROVED SEALANT BEHIND FLANGE 1/2" MIN. EDGE DISTANCE 1 1/4- MIN F EMBEDMENT 1/4- MAX. SHIM SPACE RIGID FILLER 10 WOOD SCREW METAL STRUCTURE BY OTHERS BACKER ROD & APPROVED SEALANT BEHIND FLANGE 3/4" MIN EDGE DISTANCE 1/4" -- SHIM SPACE RIGID FILLER 10 SMS OR SELF DRILLING SCREW REVIMI S Alt DESCRIPDDII WE I APPMr.D A REVISED INSTALLATION DETAILS 06/01/15 R.L. B REVISED NAME AND ADDRESS 10/27/16 R.L. EXTERIOR EXTERIOR INTERIOR INTERIOR AID SMS OR 110 WOOD SCREW SELF DRILLING SCREW BACKER ROD & RIGID FILLER BACKER ROD & RIGID FILLER APPROVED SEALANT 1/4- MAX. APPROVED SEALANT BEHIND FLANGE SHIM SPACE BEHIND FLANGE 1/4• MAX 1 SHIM SPACE NOTES. WOOD FRAMING 1 1/4" MIN. METAL-,1.MTERIORANDEX7ER/ORFMISHESBYOTNERS. OR 2X BUCK EMBEDMENT STRUCTURE NOT SHOWN FOR CLARITY. BY OTHERS BY OTHERS ZPERIMETER AND "NTSEALANTBYOTHERS TOBE I 3/ 4" MIN DESIGNEDWACCORDANCE WITH ASTME2112 1/2' MIN EDGE DISTANCE 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 i SHIM SPACE T— r RIGID FILLER 1/2" MIN. / EDGE DISTANC INTERIOR I 10 WOOD — SCREW w00D FRAMING OR 2X BUCK EXTERIOR BY OTHERS BACKER ROD & APPROVED SEALANT BEHIND FLANGE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INS7ALLATXW 1/4- MAX. SHIM SPACE I RIGID FILLER 3/ 4- MIN. INTERIOR EDGE DISTANCE I10 SMS OR SELF DRILLING SCREWS METAL EXTERIOR STRUCTURE BY OTHERS BACKER ROD & APPROVED SEALANT BEHIND FLANGE JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 11/15/ 2016 MI WINDOWS AND DOORS, LLC 650 W. MARKET ST.lk 11IIIrr L 1f 4 r GRATZ, PA17030GENS'•91p l0 5 *: SERIES 185 ALUMINUMFIXEDWINDOW73" X 72" NON —IMPACT IRA FLANGE INSTALLATION DETAILSWITHRIGIDFILLERSTATc' OF ; t4 i'P••'cLpRIOP• Co DRAIN: as to. R(V OB B iS`•••..• SrOfIlA1 S ,N`` Luis R. Lomas P.E. FL No.: 62514 scut NTS a1c 09/03/14 $11 50 OF 12 L ROBERTO LOMAS AL 14V 101000FORD RD LEMVILE AIC 27M 104 0W dbftN fttn aVv.Wm CONCRETE/MASONRY BY OTHERS OPTIONAL 1X BUCK SEE NOTES 3 — 7 SHEET 1 BACKER ROD & APPROVED SEALANT BEHIND FLANGE EXTERIOR BACKER ROD & — APPROVED SEALANT BEHIND FLANGE OPTIONAL IX BUCK — SEE NOTE 3 — 7 SHEET 1 CONCRETE/MASONRY — BY OTHE.45 2 1/2' MIN. EDGE DISTANCE m , 1 1/4' MIN. EMBEDMENT f CONCRETE/MASONRY 1/4' MAX. J BY OTHERS 1/4' MAX. SHIM SPACE •. , SHIM SPACE OPTIONAL 1X BUCK RIGID FILLER SEE NOTES 3 - 7 SHEET 1 RIGID FILLER 3/16' TAPCON o INTERIOR 3/16' TAPCON INTERIOR 3/ 16- TAPCON RIGID FILLER 1/4' MAX. I SHIM SPACE L I 1 1/4' MIN. a EMBEDMENT 4 .O • ' I 2 1/2' MIN. EDGE DISTANCE. VERTICAL CROSS SECTION CONCRET E4"SONRYWSTALLATRNJ 1mv5wms K V DESCRFWU DATE AMNED REVISED INSTALLATION DETAILS I 06/01/15 R.L 3 REVISED NAME AND ADDRESS I 1D/27/16 JR.L. I I 2 1I/2' I MIN. o EDGE DISTANCE EXTERIOR BACKER ROD & APPROVED SEALANT BEHIND FLANGE JAMB INSTALLATION DETAIL CC WCRETEftASONRY WSTAU ATEON NOTES 1. INTERIOR AND EXTERIOR FINISHES, BYOThVM NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED W ACCORDANCE WITN ASTM E2112 MI WINDOWS AND DOORS, LLC 65D W. MARKET ST. GRATZ. PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON —IMPACT FLANGE INSTALLATION DETAILS WITH RIGID FILLERS CPAN . m0 ID Z J.L. 08-02357 B s E NTS — 09/D3/14 5.4tO 11 OF 12 L ROBERTO LAWS AE fjW WVWF0R0 RO LEINSYRLE. AOC 2?= AN4060 0 .coo SIGNED., 1111512016 GF NSA qd' 5dm•_ TAT SEOFX 111111111`- Luis R. Lomas P.E. FL No.: 62514 APPROVED SEALANT BEHIND FIN J6 WOOD SCREW 3/B' MIN jee 1 EDGE DISTANCE A i EXTERIOR 1 1/4' MIN. EMBEDMENT WOOD FRAMING BY OTHERS 1/4' MAX. J>< __ f SIIIM SPACE WOOD FRAMING — I _ 1/4" MAX BY OTHERS SHIM SPACE 06 WOOD INTERIORSCREW INTERIOR 1/4' MAX I SHIM SPACE 3/8' MIN j S6 EDGE DISTANCE 16 WOOD 1t00D SCREW FRAMING APPROVED 1 1/4' MIN. BY OTHERS SEALANT EMBEDMENT BEHIND FIN VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION 1 1/4' IMIN. EMBEDMENT v E APPROVED SEALANT BEHIND FIN' EXTERIOR 3/8" MIN EDGE DISTANCE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X WCK WSTAUA77ON RCVKW2 RLV DMRIPIIDN ENIE PPROV"M A REVISED INSIALLA110N DETAILS 06/01/15 R.L. 1, R_l9SED NAME AND ADDRESS 10/27/16 R.L. NOTES: 1. INTERIOR AND EXTERIOR FWISHES. BY OTHERS. NOT SHOWN FOR CLARRY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED INACCORDANCE WITH ASTM E21 F2 MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ. PA 17D30 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON —IMPACT FIN INSTALLATION DETAILS DRAWA: DWG nD. J.L. 1 08-02357 1^^xE NTS D"1C 09/03/14 1 mm 12 OF 12 LROW lu L01NSAE law MODop!aw RD LEWSVYLE, AC 2= IJ -11113 w lftff4S6wbfflaw&c= SIGNED: 11115112076 S 1R II. p/i' i OE OF_",: js 10 OaG` t'` Luis R. Lomas P.E. FL No.: 62514 Florida Building Code Online https://www.floridabu ildi ng.org/pr/pr_app_dti.aspx?param=wG EVX.. Professional-- 7 " MP=MA M'PAtIM-C'IT C.F k" Business & Regulation r r Or* SCIS Mome I tog In I User Registration I Hot Topics I Submit SurWrge Stats a Facts I ft0muons I FaC Stag I SCIS Ste Map Unks I Search . Product Approval USER: Public User ftAQ l.AW-RYit!11er1e > P.4i1>lK,t oi.Eiplki110D.Seattp > epAaGdt-4Lu M > Apprration oatae FL # FL15353-R3 Application Type Revision Code version 2017 Application Status Approved Comments Archived Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsitlinger@miwd.com Authorized Signature Brent Sltlinger bsitlinger@mlwd.com Technical Representative Address/Phone/Emall 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 Ucense PE-62514 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Steven M. Urlch, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code l 51353R3COIFLCOI.Rf Standard AAMA 450 Year 2010 1 of 3 4/13/2018, 7:26 AM fJorida 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 Summary of Products„_ —- FL # Model, Number or Name 15353.1 15764 Description- Horizontal Aluminum Mullion I Limits of Use Installation Instructions Approved for use in HVH2: No f_I.15.353-tt3-ti @-Q394$B 24f Approved for use outside HVH2: Yes Impact Resistant: Yes Verified By: Luis R Lomas, PE PE-62514ICreatedbyIndependentThirdParty: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion FLIS353 R3 AE 5120728.QX span: 104-1/4". I Created by independent Third Party: Yes r15353.2 5764 I Vertical Aluminum Mullion15353.... _ .—. _._.... ._..._-._..._....._._ ii Limits of Use 1 Installation Instructions Approved for use in HVH2: No ELIS3,53_B3-II08_0.t9.349,p.df Approved for use outside HVH2: 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 EL15353 R3 AE 512063B.ag span: 83" I Created by Independent Third Party: Yes 15353.3 15765 I Horizontal Aluminum Mullion V --- Limits of Use I Installation Instructions 1 Approved for use in HVH2: No FLIS353 83 It 08-01449B.odf Approved for use outside HVH2: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes I Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other, Max single window size: S2-1/8" x 84". Max mullion ELIM3 R3 AE W9718 04f span: 156-3/8" - --- - l Created by Independent Third Party: Yes - _ - y--- 15353.4 5765 Vertical Aluminum Mullion_ - Limits of Use Installation Instructions Approved for use In HVH2: No FLL5353 R3 II 08-0L4408.Qdf Approved for use outside HVH2: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaation Reports Other: Max single window size: 52-1/8" x 84". Max mullion F1.15lu353 R3 AE _ 512064B.odf span: 83". Created by independent Third Party: Yes 11S353.5 CM-18514 j Vertical Aluminum Mullion -- — Limits of Use Installation Instructions Approved for use in 1HVH2: No I FL15353 R3 11 08-01442B.gdf Approved for use outside HVH2: Yes Verified By: Luis R Lomas, PE PE-62514 I Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: S2-1/8" x 84". Max mulllon FLIS353 R3 AE 5.120668.Q Irf length - 83". Created by Independent Third Party: Yes Aluminum15353.6 CM-18520 Horizontal Mullion Limits of Use - -- _ .- --• r- ----- _ Approved for use in HVHZ: No Approved for use outside HVH2: Yes Impact Resistant: Yes Design Pressure: N/A Other: Max single window size - 52-1/8" x 84". Max mullion span - 156-3/8" Installation Instructions FLIS353 R3 11 08-014518.Qa Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FLIS353 R3 AE 5120758.0df Created by Independent Third Party: Yes 15353.7 CM-18S23 Horizontal Aluminum Mullion 2 of 3 4/13/2018, 7:26 AM Florida Building Code Online https://wtvw.floridabuilding.org/pr/pr app_dtl,aspx?param=wGEVX..! Limits of Use Installation Instructions Approved for use In HVHZ: No f-L15M3jt3 [l 08=0J_452 .pdf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party- Yes Design Pressure: N/A Evaluation Reports Other: Max single window size - 52-1/8" x 84". Max mullion FL15353- R3AE 512076B.pdf span - 104-1/4". Created by Independent Third Party: Yes 15353.8 i CM-18531 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No fL15353- R3 [I- OQ014430.pdf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion 15353-R3 AE 5j20067B.odj span - 83" Created by Independent Third Party: Yes 15353.9 - ( CM-18532 _ -_ i Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use In HVHZ: No F_L15.3$3R3 [I 08 01453B.p f Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size - 52-1/8" x 84". Max mullion E=!5_3_3_AE 5120 7B.pdf span - 156-3/8" Created by Independent Third Party: Yes 153S3.10 CM-18533 Vertical Aluminum Mullion` Limits of Use Installation Instructions Approved for use In HVHZ: No gl-3_V$3 R3 LI 08_014440.,pgf 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_A_F_512.068B.pdr span: 83" Created by Independent Third Party: Yes 15353.11 CM-18534 Horizontal Aluminum Mullion — Limits of Use Installation Instructions — Approved for use In HVHZ: No Ek1_5353 R3 II 08-014548.pdf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion fus35.3A3 AE 1207811 pAf span: 156-318". - — Created by Independent Third Party: Yes aadt Na:rt iOIlt&2.US :: FL 32399I'p1tL950-497-tej9 The State of Florida d an AA eEO employe S00°rioht 2007-2011 State of Florida .:: Bt Sy Statement :: ak<aep., e._.. ., gerund Statement under Florida taw, aural addresses are Cable records. ff you do not want your a-mal address released in response to a pullet -records request, do not send electronic mad to this entity. Instead. Contact the office by phone or by traditional mat V you have any questions. please contact OSO.467.139S. •Pursuant to SeCdon 45S.27S(11, Florida Statutes, effective October 1, 2012, kensees licensed under Chapter 455, F.S. must provide the Oepertment with an emal address r they have one. The emalls provided may be used for oRrchl eommuMcatlon with the acersee. However emal addresses are pubic record. IT you do not wish to supply a personal address, please provide the Oepartment with an email address which can be made avalable to the pLek. To determine I you are a licensee under Chapter ass, F.S. please crick lim. Product Approval Accepts.- den Credit Card Safe 3 of 3 4/13/2018, 7:26 AM nbrS: 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED 10 COMPLY WITH REOUIREMENTS OF THE FLORIDA BUILDING CODE. 2) WOOD FRAWNC TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE_ FRAMING IS THE RESPOKSIBIL17Y 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=T.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 4) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BDRNE DEBRIS REGIONS UP TO WIND ZONE 3. 5) DESIGN PRESSURE AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY 70 MULLION. WINDOWS MUST BE APPROVED UNDER SEPARATE APPROVAL. 6) SINGLE WINDOWS 70 BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAWING. WINDOWS MUST BE MANUFACTURED EY 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. 6) UNITS MAY BE MULLED TOGETHER INDEFINITELY AS LONG AS SINGLE UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED AND MULLION IS ANCHORED AS SHOWN HEREIN. 9) MULLION VERTICAL INSTALLATION IS SHOWN. MULLION MAY BE USED IN HORIZONTAL APPLICATIONS AS LONG AS DIMENSIONS INDICATED HEREIN ARE NOT EXCEEDED AND MULLION IS ANCHORED ACCORDING TO THIS DOCUMENT. DESIGN PRESSURE TABLE INSTRUCTIONS: 1) DEFINE REOUIRED DESIGN LOAD PER FLORIDA BUILDING CODE CHAPTER 16. 2) DETERMINE TRIBUTARY WIDTH AND MULLION SPAN BASED ON PRODUCT 10 BE INSTALLED. SEE FORMULA FOR TRIBUTARY WIDTH. 3) LOCATE MULLION SPAN (UNIT HEIGHT) AND TRIBUTARY WIDTH. AT INE 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 EOUAL OR GREATER THAN REOUIRED DESIGN PRESSURE OBTAINED IN STEP 1. R!V I 0Cd115`110N VAIr APPAWCD A REVISED INSTALLATION DETAILS 06/1O/1S R.L 9 REVISED ANCHORING NOTES R INSTL DET. 06/07/17 R.L. ANCHORING NOTES: 1) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE 010 WOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8' MINIMUM EMBEDMENT. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS SHEET 3. 2) FOR ANCHORING INTO CONCRETE USE 1/4' ELCO ULTRCON TAPCON WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT WITH I" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS SHEET 3. 3) FOR ANCHORING INTO METAL USE #10 SMS OR SELF DRILLING SCREW WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHDWN 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 3,20D PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1 (OR GREATER). D. METAL STRUCTURE -STEEL 18GA (.048') FY=33KSI/FU-52KSI OR ALUMINUM 6063-75 FU-30KSI .062' THICK MINIMUM. 6) FOR ATTACHING WINDOW UNITS TO MULLION USE f1D SELF TAPPING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A MINIMUM EMBEDMENT OF THREE THREADS PAST THE MULLION WALL. LOCATE SCREWS 6" FROM EACH MULLION END AND 12' MAX. O.C. THEREAFTER. STAGGER SCREV.S AT EACH WINDOW. TRrauTARY WIDTH = W1 + W2 2 MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ. PA 17030-037D 5764 — VERTICAL MULLION 63 TABLE OF CONTENTS GENERALIONOTESN SHEET NO. DESCRIPTION OWN: DNC No. 1 NOTES V.L. D6-01439 2 CONFIGURATIONS AND DP CHART SCAtE NTS o'h 01/11/12 1 SNEO 1 OF 4 3 INSTALLATION DETAILS L ROBEMO LOILA.S P.E. 149t Wo0DF WD AD LE WrSMUE, NC 2W 4 COMPONEN75 4S&A&&06M Mn1tt®blamssPaodn SIGNED: 101132017 J` 5 R 11. //// GENS 9d+% N 11111p1`- Luis R. Lomas P.E. FL No.: 62514 RENIsms J 107 3/8' 107 3/8' 1D7 3/B' pL PlION w1L Nawam COMBINED WIDTH COMBINED WIDTH 11F• COMBINED WIDTH A REVISED INSTALLATION DETALS 06/10/15 R.L. iW1 I-- W2 W1 W2 i I- W1 -1F-- W2 - B REVISED ANCHORING NOTES do INSTL OCT. 06/07/17I.R.L. FRAME Y WINDOW FRAME LOW WINDOW HEIGHT WINDOW WINDOW HEIGHT WINDOW HEIGHT MULLION (MULLION (MULLION SPAN) ( ! SPAN) SPAN) / 107 3/8' COMBINED WIDTHqF_ W1 W2 83' WINDOW FRAME HEIGHT WI WINDOV MULLION I SPAN) I W1 tY2 107 3/8' COMBINED WIDTH De sl essure roun Mullion span n Tributary 1113 25.50 width (in) 1 30.00 1 42.00 9A00 62.13 25.00 120. 0 12 Q 0 I 12D.01 124 0 12D. 0 120. 0 7.38 12OL0 120. 0 120. 0 1 T0. 0 120. 0 120. 0 49. 63 120.0 98.3 81.2 7&9 75.2 75.1 62. 00 71.0 52.2 39.7 35.9 33.4 32.3 AS. 63 59.6 43.7 33.0 29.6 27.4 26.3 7t00 44.8 32.7 24.4 21.8 119 110 64. 00 267 2D.3 LARGE AND SMALL MISSILE IMPACT. LEVEL D. WIND ZONE 3 DIMENSIONS IN CHART ARE FRAME DIMENSONS AND DO NOT INCLUDE FLANGE. FW, 107 3/8" COMBINED WIDTH w2 3' I WINDOWFRAME JHEIGHT W7NDO MULLION SPAN) J wI -{{- W2 IN 3/8- COMBINED WIDTH p' I107 3/8' COMBINED WIDTH I r- V12 3' J J WINDOW J F HEIGHT j WINDW MULLION SPAN) I APPROVED CONFIGURATIONS MULTIPLE UNITS MAYBE MULLED TOGETHER AS LONG AS COMBINED WIDTH DOES NOT EXCEED f07 34i'AS SHOWN HEREIN Deshm a mssure rauna fast) whA reDer Mullion span On) 18.1J 2S.50 butary width 3l. 00 42.00 in 4B. 00 52.1J 25. 00 120.0 120.0 120.0 120.0 120.0 12D.0 37. 38 120.0 12CL0 12D.0 120.0 120.0 12DL0 49.63 120. 0 98.3 81.2 70.9 75.2 75.1 02.00 95. 2 70.0 53.3 481 4a.8 434 6&63 0. 0 58.8 44.2 39.7 3&7 35.3 72.00 60. 3 43.9 32.8 29.2 26.7 25.5 64.00 37. 7 27.3 20.1 17.7 tl% o 15.1 LARGE AND SMALL MISSILE IMPACT. LEVEL D. WIND ZCNE 3 DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND DO NOT INCLUDE FLANGE. w1 JI-- W2 107 3/8' COMBINED WIDTH MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ. PA 17030- 0370 5764 - VERTICAL MULLION 83" MULLION SPAN APPROVED CONFIGURATIONS AND RATING CHARTS V.L. D8- 01439 NTS - 01/11/ 12 514-" 2 OF L ROSERID L011NS P.E 1431 KWOF RORD LEWISYLLE. Ai: 2= 44"488480 boas SIGNED: 1011312017 1/ 111111111`" Luis R. Lomos P.E. FL No.: 62514 1• MIN EDGE DISTANCE MASONRY/CONCRETE BY OTHERS 1 1/4" MIN. EMBEDMENT r- 1/4• ELCO ULTRACON TAPCON SECT5796 CLIP OPTIONAL REBAR MULLION M7000022 CLIP I 1 110 WOOD SCREW I 1 I 1 3/6• MIN. EMBEDMENT WOOD FRAMING/ 1/2- MIN.2X BUCK EDGE I BY OTHERSEF— DISTANCE VERTICAL CROSS SECTION MASONRYAGONCRETE AND WOOD FAAAIM INSTALLATION NOTE: CLIPS MAY BE USED IN MASONRY/CONCRETE OR WOOD FRAMING SUBSTRATE. DEVG DESC1' m141N DATE APRIWCD REVISED wSTALLOMN DETAILS 05/10/15 R.L REVISED ANCHORING NDTES k INSTL DET. 06/07/17 1 R.L. MT000022 CLIP r If". K.#10 SMS OR SELF DRILLING SCREW METAL 1/ 2- MIN. STRUCTURE EDGE BY OTHERS DISTANCE VERTICAL CROSS SECTION METAL INSTALLATION MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ. PA 17030-0370 5764 — VERTICAL MULLION 53" MULLION SPAN INSTALLATION DETAILS DTc R o c UD, V. L. D8-01439 MAU NTS D"n .01/11/12 —3 OF 4 L ROBERTO LLYMS P.E IA7 KV00MRO RD L.EWSVILLE NC 27M 436. 60.OW lgams smmDemn SIGNED: 101*2017 5111 1 I IL1o//,,i SATE OF ; ,h ORIOP• P: Luis R. Lomas P.E. FL No.: 62514 I- 2.140' -{ I 125' SECT5764 MULLION AWMINUM 600D•T6. t2S' THICK 1- 0.688' T 1` RF--185 2 REBAR 16 GA (.052) GALVANIZED STEEL NOTES: 1. CLIPS MAY BE USED IN MASONRY/CONCRETE OR WOOD FRAMING SUBSTRATE. 2. FOR WOOD & METAL INSTALLATION USE ALL FOUR ANCHOR LOCATIONS. 3. FOR CONCRETE INSTALLATION USE 2 ANCHOR LOCATIONS ONLY WITH 3 1/4' SEPARATION BETWEEN ANCHORS. 3.261' 1.375' 0.625' 3.250" 0.843" I 4.000` O MT000022 CLIP 16G4 1.007 GALVANIZED STEEL SEE NOTE 2 6 3. THIS SHEET. 3.750' 2.189' - 1. 0." 0.375' i- 0.843' T- .2X 60.210' 1.562' ^ l_ I I t.562` SECT5796 CLIP FOR WOW FRAMING DLSTALLATTON ALUMINUA1606.4•TS. t2rTHICK REV610MS DESCRPIIWN I Mit APPROVED REVISED INSTALLATION DETAILS OS/10/15 R.L. RCASED ANCHORMC NOTES & INSTL DET. 06/07/17 R.L. 3.750" 1.000' I 0.375' 0.422' 2. 032' 2.875' 0. 84} 3' T - SECT5796 CLIP 2X 00.210' FOR CONCRETE LVSTAL LATION ALUMINUM 606.T•75.125' THICK MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ. PA 17030-0370 5764 - VERTICAL MUWON 83" MULLION SPAN COMPONENTS ORww: oaR no. V. L. 08-01439 SSE NTS DATE 01/11/12 S-4 OF 4 L RC6ERTD LOANS AE 4X W00DFORD RD LE%lSVIU4 4/C 27W 4saa mn SIGNED: 1011312017 511RE `) 0 Njq 2*• D 5 ••*= E Of ; t F•: OR10P• Luis R. Lomas P.E. FL No.: 62514 Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_gtl.aspx?param=wGEV X... U Professional Regulation rm rar:r aCLS Home I tog In I User Registration I Hot Tapia I Submt Surcharge 1 State a Facts i PUbeCitions I FBC Staff I eCIS Site Map ! Links I Search Fl rida Product ApprovaldUSER: Public User r't aprs l3Qguct.appmvtlMertY P10mKt.Or Aeoatelion Search a Aaakatlmi 11st a Appautlon 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@jameshardle.com Authorized Signature Pingsheng Zhu pingsheng.zhu@jameshardle.com Technical Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 909)349-2927 pingsheng.zhu@jameshardle.com Quality Assurance Representative Pingsheng Zhu Address/Phone/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 EL13223 R4 COI RIO - Certificate of Indenendence.odf Referenced Standard and Year (of Standard) Standard ASTM C1186 ASTM E330 Year 2007 2002 I of 3 4/13/2018, 7:29 AM Florida Building Code Online https://www.tloridabuilding.org/pr/pr app_4ti.aspx?param=wGEVX..!- Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Florida Licensed Professional Engineer or Architect 3222-M-Eguly RIO-26928-17 AM C1186 egulvalencv.odf Method 1 Option D 08/09/2017 08/2s/2017 08/28/2017 10/10/2017 Summary of Products FL # Model, Number or Name 13223.1 I Cempanel Siding -- — Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: For use Inside a HVHZ Install in accordance with NOA 17-0406.06 13223.2 I HardiePanel SidingY — t_ - Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: For use Inside a HVHZ Install In accordance with NOA 17-0406.06 113223.3 Prevail Panel. Siding Limits of Use II Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes i Impact Resistant: N/A 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 FL13223 R4 11 4emppp_e Installatlon.pdf F113223 R4 I( NQA 37-0406 06.Qdf FL13223 R4 It RIP 2689 17 Panel to Furrina.pdf FL13223--R4-11 RIO-2686-17 Panel Wood Metal Framep f Verified By. Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports L 2 R4 AE_NOA 17-U406.06.Q ff FL13223 R4 AEA-2689-17 Panel to Furrino.pdf L13223 R4 AF, g 0-2686-17 Panel Wood Metal Frame.pdf Created by Independent Third Party: Yes fiber -cement panel siding Installation Instructions FL13223 R4 I[ lardiePanel-ILtstallation.pdf FL13223 R4 II NQA UA0j0.06,pdf fL13223 R4_ILftfO 2689-17 Pagel to_Furring.pdf F413223 R4 Il RIO-2686-17 Panel WtLod M 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 furrinopdf FL13223 R4 AE RIQ-2686-17 Panel Wood Metal Framepdf Created by Independent Third Party: Yes- fiber -cement panel siding Installation Instructions FL!3223 R4 11 NOA 17-0406_06.pdf FL13223 R4 II Prevail-Panel-Installation.pdf fLt3223 R4 ll RIO 2689-17 Panel to Furringpdf 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 NQA 17-04064G1pof W3223 R4 AE RIO 2689-17 ft eLLo Fyjdna:pdf FL13223 R4 AE RIO_2686-17 Panel Wood Metal frame.pdf Created by Independent Third Party: Yes Bade Neet CAe&et u< :: iLStoae.Eoad-083 )Onee.F.L.32399 Panne: 9so-e97-1924 The State of FbMa is an AA/EE0 empbyer. fnnvrbla 7007- 011 S .t, of Flodda- :: E&AQ SMeMWt :: A[[ess b§ty SMkeM= :: Refund Statement 2 of 3 4/ 13/2018, 7:29 AM Rlorida Building Code Online https:/Iwww.11oridabuilding.org/pr/pr app_4tl.aspx?param=wGEVX... Under Fbnda law, small addresses are puck records. If you do not want your e-mal address released In response to a pudic -records request, do not send electronic Mal to this entity. Instead, contact the office by phone of by traditional Mal. If you have any questions. please contact 8S0.487.139S. •Pursuant to Sectbn 4SS.27S(1), Florida Statutes, elfective October 1, 2012, Ikenaela licensed urderChapter 4SS. F.S. must provide the Department wah an emal address f they nave one. The emaas provided may be used for official communiratbn with the ltensee. However emal addresses are pudic record. If you do not with to supply a personal address, please provide the Department with an small address which can be made available to the public. To determine if you are a lcersee under Chapter 45S, F.S., please click UML. Product Approval Accepts: MM it- lilliel Credit Card Sate 3 of 4/13/2018, 7:29 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. 0 HardiePanel"AX 10. ,% amesHardle Vertical Siding INSTALLATION REQUIREMENTS RESIDENTIAL SINGLE FAMILY ONLY . PRIMED & COLORPUTSz PRODUCTS EFFECTIVE SEPTEMBER I Ylsii kxkr.frhmestardle.can for the mom no version. SMOOTH - CEDARMILLID • 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 HZ10T"' 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 comers from breakage. James Hardie is not responsible for damage caused by Improper storage and handling of the product. CUTTING INSTRUCTIONS OUMOORS INDOORS 1. Position cueing station 9D that wind will Mow dust avlay from user 1. Cut only using score and snap. or shears (manual, electric or pneumatic). and others in worldrrgg area 2. Position cutting station in well -ventilated area 2 Luse one of are fdlDvhg Mhodl a best i. Score and snap I. Shears (marwal, electric or pneumatic) NEVER use a power saw Indoors b. Beeer: 1. Oust redudng draAar saw eVoed with a NEVER use a dic lar saw Made that does mt ray the IarQrl llade saw Made trademark ilarQeBlade saw Made and F'A raarum arbedtah NEVER dry %veep — Use wet suppression or HEPA Vacuum c. Good: L Dust :educing drolar saw Wt h a KiffaBlade saw blade only to for iav to moderate cutting) Important NOW for aWmum protectiort (mvest respirable dust loroductbn), James Hartle recomrnends always tshtg'Berd'•kW cutting methods where feashte. resp4ators can be used in conjunction wlh hie coin m tarp you determine t a most ap h the above wactioes. you should alvievs o errehae Aral swures Additional emmn Information Is available ra iab requtrarertM. II aortbern sell etdsts about W& or you inner err coned James Hartle tar hmher Irdormalion. sooeora GENERAL REQUIREMENTS: These instructions to be used for residential single family installations only. For Commercial / Multi -Family installation requirements go to twrw.JameshludeCommarclal.eom HardiePanel• vortical sling can be Installed over braced wood or steel studs spaced a maldmum of 24" o.c. See genemal fastening requirements. Irregulaitties to . training and sheathing can mirror through the finbtted application. James Hardie recommends installing HardiePanel on a capillary break (raulsaeen/trurrirg) as a best practice. Information on Installing James Hardie products over foam can be located in JH Tech Bulletin 19 at www. 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 HardieWrap® Weather Barrier, a non -woven non -perforated housewrapl , which complies with building code requirements. When installing James Hardie products all clearance details in figs. 5,6,7,8,9,10&11 must be followed. Adjacent finished grade must slope away from the building In accordance with local building codes - typically a minimum of 6" in the first 10'. Do not install James Hardie products, such that they may remain in contact with standing water. HardiePanel vertical siding may be installed on vertical wall applications only. DO NOT use HardiePanel vertical siding in Fascia or Trim applications. Some application am not suitable for ColorPlus. Refer to ColorPlus section page 3. 00 N01 use stain, oil/alkyd base paint or powder coating on James Hardie®Products. For larger projects, including commercial and mulli-family projects, where the span of the wall is significant In length, the designer and/or architect should take Into consideration the coefficient of thermal expansion and moisture movement of the product in their design. These values can be found in the Technical Bulletin 8'Expansion Characteristics' at www.JamesHardle.com. INSTALLATION: Joint TreatmentFastenerRequirements • Vertical Joints - Install panels in moderate contact (fig. 1). alternativelyPositionfasteners3/8" 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 HardiePanel Vertical Siding nailInoInstallation• caulked (Not applicable to ColorPlus• Finish) (fig. 2). Framing must be provided at horizontal and vertical edges for nailing. Horizontal Joints Provide Z flashing at all horizontal joints (fig. 3). HardiePanel vertical siding must be joined on stud. Figure 2 Figure 3 watAF-redstive barter water -resistive barrier Double stud may be required to maintain minimum edge 3y 4 stud 2 x 4 stud NB nailing distances. Figure 1 water -resistive barrier sheathing keee nallc r_ 3/a min. from panel edges plate O keep fasteners 2' away from comere HardlePanel vertical siding r1 moderate contact 4—upper pane ' upperpanel no not 1/4' gap Dora) 1/4' gap Caulk Caulk Batten Joint "H" Joint '`t flasn6lg f t•ileshing water- resiative barrier deooralive C 2 x 4 stud 4_ a band board bwer O panel leeva appropriate gap betwearn panels, then kaiak' Caulk Joint 63ol applies Is to Colofte I" Apply caulk in accordance with caulk marwdackwa written application instwions. Far additional information on HardieWraptm Weather Barrier, consult James Hardle at 1.866-4Hardle or wA w.hardlewrap.com Figure 4 Recommendation: When Installing Sierra 8, providea doubleshrdatpanelblots to avoid nmmg tfvagh grooves• _r U WARNING: AVOID BREATHING SILICA DUST Wna llarde• prods contain respirable crystalline d1m, vdit B krom to the gate d CAI&da m cause cancer and to tvmlamad W IARC mind NM to be a terse d cum ton some owpatlmM sources. Breathing acesShemMnadSdrespirablesftdug can do cause ad" and poteld1*18Wlung dsMeall d1coals, and Some am sutigm 61pok!" may Increase these risks. otMg hatalboon a hmdhp: ( I) work to Wibor move with ample vmhULVMn, (r use 4oaumem dnears fa amYp err. rAnme nd leadok, tax a Hareesaw DWde are dust•re Jnp dralarsaw mladhed too HEPA vaanrn; rg warn dflms h me Irturhedate mea N wear a paned, MOSN•apDre ed mat malt or raphma (eg. N•95) m acaordar•ce wan appticahb gDrmrrnmo repulatYmro mkf matnuhdc4sm hsWcearks m hsder Bob reSplrehN talip e> ahoaaes. Ouhg tlemn•up, nee N A varaaalet p wet damp methods • nevm try sxeep. car Inall•m IntomallDn, ram ro ac hwatktlon Iratlueoms and MatmW Briery Data Shed evaeahla at www 1masharde.eom err car eersg I-800-201101E (1-80a942.13q. FAIIM TO ADHERE MGM WARMGS, MSOS, AND INSTALLATION LY.STRl ONS MAY LEAD TO SENOUS PSISM& IUM OR DEATH. 0mma HS1236 . P1/ 3 1/13 ARM 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 Hardie 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 cad / Figure 6 comes 6' min. I Awmaticn Maintain a minimum 1 " gap between gutter end caps and siding 8 trim. Figure g siding boa gutter and end tap Do not bridge floors vAth HardisPanelA siding. horizontal joints shw1d alveys be created between floors fig.10). Water - Rests" Figure 10 flamer Framirq Horizontal flOOfift Trim 1 sheathing Z fasde HardePanet• 109— BLOCKED PENETRATIONS ,.. Penetrations such as hose bibs and holes 1 3V or larger such as dryer vents should have a block of Trim around point of penetration. GENERAL FASTENING REQUIREMENTS Fasteners must be corrosion resistant, galvanized, or stainless steel. Electro-galvanized are acceptable but may exhibit premature corrosion. James Hardie recommends the use of quality, hot -dipped galvanized nails. James Hardie Is not responsible for the corrosion resistance of fasteners. Stainless steel fasteners are recommended when installing James Hardie products near the ocean, large bodies of water, or in very humid climates. Consult applicable product evaluation or listing for correct fastener type and placement to achieve specific design wind loads. NOTE: Published wind loads may not be applicable to all areas where Local Building Codes have specific jurisdiction. Consult James Hardie Technical Services if you are unsure of applicable compliance documentation. Drive fasteners perpendicular to siding and framing. Fastener heads should fit snug against siding (no air space). (fig. A) Do not aver -drive nail heads or drive nails at an angle. It 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 naiq. NOTE: Whenever a structural member Is present, HardiePlank should be fastened with even spacing to the structural member. The tables allowing direct to OSB orplywood should only be used when traditional framing is not available. Do not use aluminum fasteners, staples, or clipped head nails. Snug Flush Countersunk LYN fill 8 add nail Figure A EJ Figure B do not under drive nails ooNOTSTAPLE the roofing and the bottom edge of the Do not caulk gap. siding and trim. Refer to fig. 3 on Figure 8 page 1. M-41 Z'mm. 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 stop flashing. Where the roof terminates, Install a kickout to deflect water away from the siding. It is best to install a sett -adhering membrane on the wall before the subfascla and trim boards are nailed in plan, and then come back to Install die kickout. Figure 11, Kickout Flashing To prevent water from dumping behind the siding and the end of the roof intersection, install a "kickout" as required by IRC rode R905.2.8.3 : "...flashing shall be a min. of 4" high and 4' wide.' James Hardie recommends the kickout be angled between 1000 -110e to maximize water deflection Figue 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 AX7202. CAULKING For hest results use an Elastomedc Joint Sealant eompying with ASTM C920 Grade NS, Class 25 or higher or a Latex Joint Sealant complying with ASTM C834. Caulking/Sealant must be applied in accordance with the caulking/sealant manufacturer's written instructions. Note: OSI Quad as well as some other catllldng 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, olValkyd base paint, or powder coating an James Hardie® Products. James Hardie products James Hardie touch-up Idts are required must be painted within 180 days for primed product and 90 days for unpdmed.100% acrylic topcoats are to touch-up CotorPlus products. recommended. Do not paint when wet. For application rates refer to paint manufacturers specification. Bade -rolling Is recommended If the siding is sprayed. COLORPLUS• TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE Care should be taken when handling and cutting James Hardie® ColorPIusG 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 ColorPluse product dealer. Treat all other non -factory cut edges using the ColorPlus Technology edge coaters, available from your ColorPlus product dealer. Note: James Hardie does not warrant the usage of third party touch-up or paints used as touch-up on James Hardie ColorPlus products. Problems with appearance or performance arising from use of third party touch-up paints or paints used as touch-up that are not James Hardie touch-up, will not be covered under the James Hardie ColorPlus Limited Finish Warranty. The following outlines the recommended applications for ColorPlus and Primed panels. Not all designs will be suitable for every application: Exposed fasteners or battens is the recommended application for ColorPlus panel products Do not use touch-up over fastener heads for smooth ColorPlus products - primed panel recommended For ColorPlus panel applications that require fasteners in the field, it is acceptable to use touch-up over fasteners for Cedarrnill and Stucco panel only, but correct touch-up application Is important. Some colors may show touch-up when applied over fasteners. Trim is recommended to cover joints when appropriate. PAINTING JAMES HARDIE• SIDING AND TRIM PRODUCTS WITH COLORPLUS• TECHNOLOGY When repainting ColorPlus products, James Hardie recommends the following regarding surface preparation and topcoat application: Ensure the surface is clean, dry, and free of any dust, dirt, or mildew Repriming is normally not necessary 100% acrylic topcoats are recommended DO NOT use stain, oiValkyd base paint, or powder coating on James Hardie® Products Apply finish coat in accordance with paint manufacturers written instructions regarding coverage, application methods, and application temperature K01)(1farION: In a000rdartee wim ICC-ES Ewluallon Report EM-1844, HanbParde wdleal ddktg is mooAttaed as a suMe aaernate m Nat spedlled Inc ore 2006.2009, b 20121ntematlmal i 1 Code tar ono-aw To&I'mnay Oraallirfls aM the 2006, 2009. & 2012 Eroema6orul euaditg Cale. Hardd%M anaal sldlrtp Is also famgrtiatd for application In the folaft City of Los Angel flasearch Nepon No. 24862. Slate of nodda fktinp FU889, Dade Cart . norbaa f10A W. 02-0729.02. U.S. 00. d HUD Walsh eelease 126X Teas eeparurem of hwance Ptndud EvekWon (C-23, Cky of new Yak MEA 223.93-A1, and California I)SA PA-019. These dodera m stt M am ore awWW for eatitional ktionr6 b concefrtlrtp eta ada0mty of ride product far spedfc eppft afbm. 2013 James Hardie euildbnp Products. All rights reserved. Additional Installation Information, TM. SM. and ® denote trademarks or registered uademarla of James HardleTerhnology Limited at is a registered Warranties, and Warnings are available at .lamesHardle trademark or James Hardie Technology United. www.omeshardia.com HS1236 - P3/J IBM Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVX..: i Business • Professional ram• _ SCl3 Home I top In I User Registration I riot Topics ; Submit surcharge I State A Facts I FuNcatbns I FaC Stag 1 eCiS Ste Map I Unks 1 Search F' re Product Approval USER: Pubic User P1t}dl4A=va1 Memr > DUM > A9pMllgfljKt > AppgmtMn ootaa FL # FL12194-R7 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Aluminum Coils, Inc. Address/Phone/Emall 5001 West Knox Street Tbmpa, FL 33634 813)249-9743 grahman@aluminumcoilsinc.com Authorized Signature Gareth Rahman grahman@aluminumcoilsinc.com Technical Representative Paul Frost Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813)249-9742 PFrost@alum[numcolisinc.com Quality Assurance Representative Address/Phone/Email Category Panel Walls Subcategory Soffits i Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ; Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Zachary R. Priest the Evaluation Report Florida License PE-74021 Quality Assurance Entity PRI Construction Materials Technologies, LLC Quality Assurance Contract Expiration Date 06/19/2020 Validated By Locke Bowden P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL12194 R7 COI ALSJ 5001.4 2017 FBC Ev lua Ion ReP-rt04 T4 Soffits Finp1_Ild.( Referenced Standard and Year (of Standard) Standard Year AAMA 1402 2009 Equivalence of Product Standards Certified By 1 of 4/13/2018, 7:37 AM Florida Building Code Online htips://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVX.... ; Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/15/2017 Date Validated 12/15/2017 Date Pending FBC Approval 12/20/2017 Date Approved 02/13/2018 Summary of Products Model, Number or Name Description — 112194.1 Alumunum Coils Aluminum Soffit Aluminum soffit panels '- Limits of Use Installation Instructions Approved for use in HVHZ: No FL12194 R7_ II ALC1S00 .4 2017 FBC Evaluation Rem Approved for use outside HVHZ: Yes Q4 T4 Soffits nnal.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 FLl 194 R7 AE ALC15001.4 2017 FBC Evaluation Ream Q4 T4 Soffits Flnal.pd Created by Independent Third Party: Yes Bads Heist S.ulitecl.U.S:: 2601 Stan stage Bead 7L0ahassee.E 32i4Y Phone: aSo•497.1a2A The State of Florida ban AA/D39 employer. CopYdght 2007.201 ] State.df.Ebrila, :: fMyacy_Sta Meat :: ACOSSpaty-Statement :: R evh tatemm Under Florida law, emal addresses are pubis records. If you do not want your a -mall address released In response to a puht-records request, do not send electronic mad to this entity. Instead, contact the office by phone or by traditional mad. 9 you have and questions, please Contact 950.487.139S. -Pursuant to Section 455.275(1), Florida Statutes, effective October t, 2012, licensees tensed under Chapter 4S5, F.S. must provide the Department wd.h an emaa address If they have one. rho emags provided may be used for official communication with the licensee. However emal addresses are public record. It you do not wish to supply a pemonai address, please provide the Department with an emal address which can be made available to the public. To determine it you are a licensee under Chapter 455, F.S., please click hM. Product Approval Accepts: L00 Kth Credit Card Sate 2 of 2 4/13/2018, 7:37 AM CREEK TECHNICAL SERVICES, LLC Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 813) 480-3421 EVALUATION REPORT FLORIDA BuILOING CODE 6"' 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 (OUA9110) SCOPE Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1. 1709.10 Properties: Wind Resistance REFERENCES Entity Report No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1947W AAMA 1402 2009 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-008-02-01 AAMA 1402 2009 LIMITATIONS 1. This report is not for use in the HVHZ. 2. Design wind loads shall be determined in accordance with FBC Section 1609. 3. Soffits shall be labeled in accordance with FBC Section 1709.10. 4. Installation of the evaluated products shall comply with this report, the FBC and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 5. Installations shall meet the minimum ventilation requirements of FBC section 1203.2. 6. Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the minimum load resistance for the project requirements. 7. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61G20-3. ALC15001.4 FL12194-R7 Paae 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor Imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK ALUMINUM COILS, INC Soffits TECHNICAL SERVICES, LLC PRODUCT DESCRIPTIONS 318" F-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum F-channel. See Appendix D for dimension drawings. 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" 04 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffitzpanels provided in 16- inch sections. The reported net free ventilation areas are 22.3 in /lin.ft. for the 'full vent' configuration and 11.1 in2/lin.ft. and for the 'center vent' configuration. See Appendix D for dimension drawings. z zz `z--. 12" T4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit2panels provided in 12- Inch sections. The reported net free ventilation areas are 12.5 in /lin.ft. for the 'full vent' configuration and 4.2 in2/lin.ft. for the 'center vent' configuration. See Appendix D for dimension drawings. ALC15001.4 FL12194-R7 Page 2 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT ALUMINUM COILS, INC Soffits The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, a Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. 1 Yt Rt p', G1:P• No 74021 3 STATE OF : 4U T• a P •' ` O R , O • ` CERTIFICATION OF INDEPENDENCE 2017.12.14 16:21:34 05100t Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services. LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. APPENDICES 1) APPENDIX A —Approved Systems (11 pages) 2) APPENDIX B — Installation Drawings (19 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC15001.4 FL12194-R7 Page 3 of 3 This evaluation report is provided for 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 APPROVED SYSTEMS ALUMINUM COILS, INC Soffits Appendix A The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressures (MOP) were calculated using a 1.5:1 margin of safety per FBC Section 1404.5.1. 2. Refer to LimiTATIONS and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLATION section of this report for installation detail when the information is not explicitly stated for the selected assembly. 4. The on -center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system. 5. Unless otherwise specified, the Wood substrate shall be minimum No. 2 SPF (S.G. = 0.42) 2x lumber. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 7. Typical fastening details are as follows: a. 1Y T4 Soffit —12-inch o.c. Fastener Fastener Location Location b. IT T4 Soffit — 4-inch o.c. Fastener Fastener Fastener Fastener Lotion Location 11 Lotion Location c. 16' 04 Soffit —16-inch o.c. Fastener Fastener Lotion Lo I lion ALC15001.4 FL12194-R7 Page 1 of 11 This evaluation report is provided for Slate of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC d. 16' 04 Soffit— 84nch o.c. Fastener Location I r Fastener Fastener Lorfion ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions 10.5JJ-f Approved Systems for 10.54nch Soffit Span with J-Channel at Wall and Eave 12F-# Approved Systems for 124nch Soffit Span with F-Channel and Fascia Ca 12.14 Approved Systems for 124nch Soffit Span with J-Channel and Fascia Cap I&U4 Approved Systems for 12inch Soffit Span with J-Channel at Wall and Eave 14.5JL4 Approved Systems for 14.54nch Soffit Span with J-Channel at Walt and Eave F-# I Approved Systems for 164nch Soffit Span with F-Channel and Fascia Ca 16J-0 Approved Systems for 164nch Soffit Span with J-Channel and Fascia Ca 6JJ; roved Systems for 16-inch Soffit Span with J-Channel at Wall and Eave 22.5JJ-# Approved Systems for 22.54nch Soffit Span with J-Channel at Wall and Eave 24F-# Approved Systems for 244nch Soffit Span with F-Channel and Fascia Ca 24J4 Approved Systems for 244nch Soffit Span with J-Channel and Fascia Ca 4J -# Approved Systems for 24-inch Soffit Span with J-Channel at Wall and Eave Appendix A Approved Systems for Maximum 10.5-inch Soffit Span with J-Channel at Wall and Eave Wall Connection Eave Connection System Panel MDP No. Width psf) Substrat J-Channel Substrate J-Channel e Attachment Attachment Three (3) 18 ga.1/4-inch crown x 1-inch leg staples in Three (3)18 ga.1/44nch crown x 14nch leg staples indiamondpatternspaced244ncho.c. securing diamond pattern spaced 24-inch o.c. securing 10 5JJ-1 Max. 16-inch Wood J-Channel to joists; One (1) 18 ga.1/4-Inch crown x 14nch leg staples Wood J-Channel to joists; 359.8 located in the horizontal leg of the J-Channel spaced One (1) 18 ga.1/4-inch crown x 1-inch leg staples located 124nch o.c. in the horizontal leg of the J-Channel spaced 12-inch o.c. ALC15001.4 FL12194-117 Page 2 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for Maximum 12-inch Soffit Span with F-Channel and Fascia Cap Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max One (1) min. 3/84nch head dia. nail, One (1) min. 318 x 3/8-inch crown One (1) min. 1 3144nch long x 0.0724nch dia. x min. 3116- 12F-1 164nch Wood min. 1.25 inch embedment spaced W staple spaced 16-inch o.c. inch head dia. trim nail 40 24-inch o.c. spaced 364nch o.c. One (1) 14 ga. 5/84nch long T nail or One (1) min. 1 3/44nch long x 12F-2 Max. Masonry 9 ga., min. 5/8-Inch long Stub Nail Wood One ( 1) min. 3/8 x 3/8-inch crown 0.0724nch dia. x min. 3/16 40 164nch with 3/84nch diameter head spaced staple spaced 164nch o.c. inch head dia. trim nail 84nch o.c. spaced 364nch o.c. Max. Three ( 3) min. 3/44nch x 1/44nch One (1) min 3/4-inch x 1/44nch One (1) min. 1 Y44nch long x 0. 0724nch dia. x min. 1/44nch 48 12F- 3 164ncA Wood crown staples in diamond pattern Wood crown staple spaced flinch o.c. head dia. trip nail spaced 48- 64.2 spaced 24-inch o.c. and securing each panel lap inch o.c. One ( 1) 14 ga. 5/8-Inch long T nail or One (1) min 3/4 -inch x 1/4-inch One (1) min. 1 314inch long x 12F- 4 Max Masonry 9 ga., min. 518-inch long Stub Nail Wood crown staple spaced 8-inch o.c. 0.0724nch dia. x min. 1/flinch 48 164nch with 3/84nch diameter head spaced and securing each panel lap head dia. trip nail spaced 48- 64.2 8- inch o.c. inch o.c. Approved Systems for Maximuml2-inch Soffit Span vial J-Channel and Fascia Cap Wall Connection Eave Connection System Panel MDP No. Width psf) 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 1/24nch One (1) min 3/44nch x One (1) min. 1 3/44nch long x 12J- 1 Max. Wood staples in diamond long x 3/8-inch head diameter Wood 1/4-inch crown staple 0. 072-inch dia. xmin. 1/44nch 164nch pattern spaced 24- screw spaced 164nch o.c. spaced 8 inch o.c. head dia. trip nail spaced 48 42 64. inch o.c. connecting soffit to J-channel inch o.c. ALC15001. 4 FL12194-R7 Page 3 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC soffits Appendix A Approved Systems for Maximum 12-inch Soffit Span with J-Channel at Wall and Eave Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate J-Channel Substrate J-Channel Attachment Attachment Three (3)18 ga.1144nch crown x 1-inch leg staples in Three (3) 18 ga.1/44nch 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; Wood J-Channel to fascia; 70 16-inch One (1) 18 ga.1/44nch crown x 14nch leg staples One (1) 18 ga.1/44nch crown x 1-inch leg staple securing 60 located in the horizontal leg of the J-Channel spaced the nailer of each female lock or spaced 164nch o.c. 124nch o.c. I I securing each panel lap Approved Systems for 14.5-inch Soffit Span with J-Channel at Wall and Eave Wall Connection Eave Connection System Panel MDP No. Width 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 indiamondpatternspaced24incho.c. securing diamond pattern spaced 244nch o.c. securing 14 5JJ-1 Max. 164nch Wood J-Channel to joists; One (1) 18 ga.1/4-inch crown x 1-Inch leg staples Wood J-Channel to joists; W.3 located in the horizontal leg of the J-Channel spaced One (1) 18 ga.1/44nch crown x 1-inch leg staples located 12-inch o.c. in the horizontal leg of the J-Channel spaced 124nch o.c. ALC15001.4 FL12194-R7 Page 4 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for Maximum 16-inch Soffit Span with F-Channel and Fascia Cap Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment 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-1 Max. Masonry 9 ga., min. 5/84nch long Stub Nail Wood 14nch leg staple spaced max. finishing nail with min. 3116- 2:53.3 124nch with 3/84nch diameter head spaced 44nch o.c. and securing each inch head spaced max. B inch o.c. panel lap 12-inch o.c. Three (3) 18 ga.1/44nch crown x 1- One (1) 18 ga. 1/44nch crown x One (1) min. 1.754nch x 0.072-inch diameter 16F-2 Max. 12-inch Wood inch leg staples in diamond pattern Wood 1-inch leg staple spaced max. 44nch o.c. and securing each finishing nail with min. 3/16- t53.3 spaced 164nch o.c. panel lap inch head spaced 124nch o.c. One (1)14 ga. 5/84nch long T nail or One (1) min 3184nch x Y&4nch One (1) min. 1 3/44nch long 16F-3 Max. MMasonry 9 ga., min. 5/84nch long Stub Nail Wood crown staple spaced 16-inch x 0.072 inch dia. x min. 26.6 with 3/84nch diameter head spaced O.C. 3/16-inch head dia. trim nail 8-inch o.c.spaced 364nch o.c. Max. One (1) 3/84nchhead dia. nail, min. One (1) min 318-inch x 3/8-inch One (1) min. 1 3/44nch long x 0.072 inch dia. x min. 16F-4 164nch Wood1.254nch embedment spaced 24- Wood crown staple spaced 164nch 3N6-inch head dia. trim nail s25.6 inch o.c. O.C. spaced 364nch o.c. Max. Three (3) min. 3/44nch x 1/44nch One (1) min 3144nch x 1/44nch One (1) min. 1 3/4-inch long x 0.072-inch dia. x min. 1/4- 27 16F-5 164nch Wood crown staples in diamond pattern Wood crown staple spaced B-inch o.c. inch head dia. trip nail 36.1 spaced 24 inch o.c. spaced 484nch o.c. One (1) 14 ga. 5/84nch long T nail or One (1) 18 ga. 1/44nch crown x zOne 72 min. diameter diameter0ing16F6 Max. Masonry 9 ga., min. 5/84nch long Stub Nail Wood 14nch leg staple spaced 4-inch finishing nail with min. 3/16nail t43.3 164nch with 3/84nch diameter head spaced o.c. and securing each panel inch head spaced flinch o.c. lap 16-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- 1o. ch leg staple spaced 0.0724nch diameter 16F-7 164nch Wood inch leg staples in diamond pattern Wood panelo.c. and securing each panel finishing nail with min. 3/16- 43.3 spaced 164nch o.c. inch head spaced 164nch O.C. ALC15tm1.4 FL12194-R7 Page 5 of 11 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC soffits Appendix A Approved Systems for Maximum 16-inch Soffit Span with J-Channel and Fascia Cap Wall Connection Eave Connection System Panel MDP No. Width psi Substrate J-Channel Attachment Substrate Panel Attachment Fascia Cap Attachment Max. Three (3) min. 3/44nch x 1144nch One (1) min 3144nch x 1/44nch One (1) min. 1 3/44nch long x 0.0724nch dia. x 23.5 16J-1 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 84nch o.c. min. 1/4-inch head dia. trip 31.4 spaced 244nch o.c. nail spaced 484nch o.c. Approved Systems for Maximum 164nch Soffit Span with J-Channel at Wall and Eave Wail Connection Eave Connection System Panel MDP No. Width pso Substrate J-Channel Substrate J-Channel Attachment Attachment Three (3) 18 ga.1/44nch crown x 1-inch leg staples in diamond pattern spaced 244nch o.c. securing Three (3) 18 ga.1/4-inch crown x 14nch leg staples in 1611-1 Max. 164nch Wood J-Channel to joists; One (1) 18 ga.t144nch crown x 14nch leg staples Wood diamond pattern spaced 8anch o.c. securing 02.7 located in the horizontal leg of the J-Channel spaced J-Channel to fascia 12-inch o.c. Three (3) 18 ga.t/44nch crown x 14nch leg staples in Three (3) 18 ga.IWinch crown x 14nch leg staples in diamond pattern spaced 244nch o.c. securing diamond pattern spaced 124nch o.c. securing 16JJ-2 Max. Wood J-Channel to joists; Wood J-Channel to fascia; 43.3 164nch One (1)18 ga.1/44nch crown x 1-inch leg staples One (1)18 ga.1/44nch crown x 14nch leg staple securing 33.3 located in the horizontal leg of the J-Channel spaced the nailer of each female lock or spaced 164nch o.c. 124nch o.c. securing each panel lap ALC15001.4 FL12194-R7 Page 6 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for Maximum 22.5-inch Soffit Span with J-Channel at Wall and Eave Wall Connection Center Connection Eave Connection System Panel 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.1/44nch crown x Three (3) 18 ga.114-inch crown 1-inch leg staples in diamond 14nch 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 244nch o.c. 22 5JJ 1 Max. Wcud securing J-Channel to joists; inch o.c. securing each panel lap Wood securing J-Channel to joists; 3421 164nch One (1) 18 ga.1/44nch crown x One (1) 18 ga.1/44nch crown x 1-inch leg staples located in the One (1) min. 1.754nch x 0.0724nch linch 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 raper with one each panel lap inch crown x 1-inch 0.072-inch diameter 80 24F-1 12-inch Wood leg staples in 1} min. 2.25- Wood leg staple spaced 8- finishing nail with min. 90 diamond pattern inchx 7d ring One (1) min. 1.75-inch inch o.c. 3/164nch head spaced spaced 16-inch o.c. shank nail x 0.0724nch diameter 124nch o.c. 244nch o.c. finishing nail with min. 3/16-inch head spaced 44nch o.c. ALC15001.4 FL12194-R7 Page 7 of 11 This evaluation report is provided for State of Florida product approval under Rule 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 244nch Soffit Span with F-Channel and Fascia Cap Wall Connection Center Connection Eave Connection System Panel MDP No. Width psi Substrate F-Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1) 18 ga.1/44nch crown x 1-inch leg Nominal 1x2 staple spaced One (1) min. 1.5- No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.754nch x Max. inch x 11 ga. anchored to each panel lap inch crown x 1 nch 0.0724nch diameter BO 24F-2 12inch Wood smooth shank rafter with one Wood leg staple spaced 8 finishing nail with min. 76.8 roofing nag spaced 1) 7d x 2.25- One (1) min. 1.754nch inch °'c' 3/16-inch head spaced 16-inch o.c. inch ring shank x 0.072-inch diameter 124nch o.c. nail 244nch o.c. finishing nail with min. 3/16-inch head spaced 44nch o.c. One (1) t8 ga.1/4-inch crown x 1-inch leg One (1) 14 ga. 5/8- Nominal 1x2 staple spaced Inch long T nail or 9 No.2 SYP 12-inch o.c. securing One (1) 18 ga. 114- One (1) min. 1.754nch x Max. a min. 5/8anch9 anchored to each panel lapp inch crown x linch 0.072-inch diameter 80 24F-3 12 inch Masonry long Stub Nail with rafter with one Wood leg staple spaced 8 finishing nail with min. 76.6 3/8-inch diameter 1) 7d x 2.25- One (1) min. 1.75-Inch inch o.c. 3/16-inch head spaced head spaced 8-inch inch ring shank x 0.0724nch diameter 124nch o.c. O.C. nail 244nch o.c. finishing nail with min. 3/164nch head spaced 44nch o.c. One (1) ISga.1/flinch crown x 14nch leg Nominal tx2 staple securing the No.2 SYP nailer of each female Three (3)18 ga.1/4- tanchoredo lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max' inch crown x 1-inch rafter with one 164nch o.c.securing inch crown x 1-inch 0.0724nch diameter 80 24F-4 164nch Wood leg staples in 1) min' 2'25_ each panel lap Wood leg staple spaced 8- finishing nall with min. 60 diamond pattern Inch x 7d ring inch o.c. and securing 3/164nch head spaced spaced 164nch o.c. shank nail One (1) min. 1.75-inch each panel lap 164nch o.c, 244nch o.c. x 0.0724nch diameter finishing nail with min. 3/16-inch head spaced 44nch o.c. ALC15001.4 FL12194-R7 Page 8 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC soffits Appendix A Approved Systems for Maximum 24-inch Soffit Span with F-Channel and Fascia Cap Wall Connection Center Connection Eave Connection System Panel MDP No. Width psi) Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/44nch crown x 1-inch leg staple securing the Nominal 1x2 nailer of each female One (I) min. 1.5- No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.754nch x Max. inch x 11 ga. anchored to 16 inch o.c, securing inch crown x 1-inch 0.0724nch diameter 80 24F-5 16-inch Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 60 roofing nail spaced 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced 164nch o.c. inch ring shank One (1) min. 1.754nch each panel lap 164nch o.c. nail 244nch o.c. x 0.0724noh diameter finishing nail with min. 31164nch head spaced 44nch o.c. One (1) 18 ga.1/44nch crown x 1-inch leg staple securing the One (1) 14 ga. 5/8- Nominal 1x2 nailer of each female inch long T nail or 9 No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.754nch x Max. ga., min. 5/8-inch anchored to 164nch o.c. securing inch crown x 1-inch 0.0724nch diameter 80 24F-6 16-inch Masonry long Stub Nail with rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 60 3/8-inch diameter 1) 7d x 2.25- inch o.c. and securing 3/164nch head spaced head spaced B-inch inch ring shank One (1) min. 1.754nch each panel lap 164nch o.c. O.C. nail 244nch o.c. x 0.0724nch diameter finishing nail with min. 3/164nch head spaced 44nch o.c. ALC15001.4 FL12194-117 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 pso Batten J-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Nominal 1x2 No.2 SYP scabbed between rafters with One (1) 18 ga.1/4- one (1) min. 2.25- inch crown x 14nch Nominal 1x2 inch x 7d ring shank leg staple spaced No.2 SYP Three (3) 18 nail straight -nailed 124nch o.c. anchored to ga.1/a-inch crown through the rafter securing each panel One (1) 18 ga.'h- 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 0.0724nch diameter finishing nail with min. 360 12 inch min. 2.25- staples in diamond min. 2.25-inch x 7d One (1) min. 1.75- leg staple spaced 3116-inch head spaced inch x 7d ring incpattern spaced 16- ring shank nails toe- inch x 0.0724nch 8 inch o.c. 12-inch o.c. shank nail inch o.c. nailed on either side diameter finishing 24incho.c. of the batten at na0 with min. 3/16- each batten/rafter inch head spaced intersection. Max 44nch 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 14nch 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 ga.''Y.- One (1) min. 1.754nch anchored to ga.1/4-inch crown Into the end of the securing each panel inch crown x 1-inch x 0.072-inch diameter 24J- 2 Max. 164nch rafter with one 1) min. 2.25- x 1-inch leg staples in diamond batten or two (2) lap Wood leg staple spaced 84nch o.cand finishing nail with min. 53.3 inch x 7d ring pattern spaced 16- min. 2. 254nch x 7d ring shank nails toe- One (1) min. 1.75- securing each panel 3N64nch head spaced 16-inch o.c. shank nail inch o.c. nailed on either side inch x 0.0724nch lap24 nch o.c. of the batten at diameter finishing each batten/ rafter nail with min. 3/16- intersection. Max inch head spaced rafter spacing is 44nch o.c. 244nch o. c. ALC15001.4 FL12194-R7 Page 10 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC soffits Appendix A Approved Systems for Maximum 244nch Soffit Span with J-Channel at Wall and Eave Wall Connection Center Connection Eave Connection System Panel 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.1144nch 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. 3-43.5 16-inch One (1) 18 ga.1/44nch crown x securing14nchlegstapleslocatedintheOne (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 flinch o.c. Three (3) 18 ga.1/4-inch crown x One (1) 18 ga.1/44nch crown x Three (3)18 ga.1/flinch crown 14nch leg staples in diamond 1-inch leg staple securing the nailer x 1-inch leg staples in diamond pattern spaced 244nch o.c. of each female lock or spaced 16- pattern spaced 124nch o.c. Max. securing J-Channel to Joists; inch o.c. securing each panel lap securing J-Channel to fascia; 53.1 24JJ-2 16-inch Wood One (1) 18 ga.1/4-inch crown x Wood One (1) 18 ga.1/44nch crown x 4 1-inch leg staples located in the One (1) min. 1.75-inch x 0.0724nch 1-inch leg staple securing the ChhorizontallegoftheJ-Channel diameter finishing nail with min. nailer of each female lock or spaced 12 inch 3/16-inch head spaced spaced 164nch o.c. securing 44nch o.c. each panel lap ALC15001.4 FL12194-R7 Page 11 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC soffits Appendix B INSTALLATION Note - Refer to the APPROVED Sys TEms section of this report for additional installation details of a selected system and maximum design pressures limitations. System No. Installation Detail t Boa.. 114' x I' staples 24' o.c. max OPEN RWIER 'Diamond' Patten t Boa.,114' x 1' t rasTstaples O.C. max J•Channel 318' 10.5JJ-1 & Dew e 14.5JJ-1 t 8ga., u4' x 1' t Boa.,114' x 1' staples 24' o.c. max 3fir staples 24' O.C. max 'Diamond' Patten 114oxi, slap., slaples 1?' O.c.c. max Diamond' Patten J•Channel Detail A ALC15001.4 FL12194-R7 Page 1 of 19 This evaluation report is provided for State of Florida product approval under Rule 611320.3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES LLC ALUMINUM COILS. INC Soffits Appendix B System No. Installation Detail 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 318' HEAD DIA.. MIN. 518" EMBEDMENT SPACED 8" O.C. FOR MASONRY SUBSTRATES. FASCIA SLIP BOARD FASCIA TRIM 12F-1 & SOFFIT 12F-2 MAX. 12•INCH SPAN F" CHANNEL trocd, cmcrwta or Gluck Nall STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. FASCIA LIP 1/4" PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001.4 FL12194-R7 Page 2 of 19 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 12F-3 CREEK TECHNICAL SERVICES, LLC No. I Installation Detail ALUMINUM COILS, INC soffits Appendix B OPEN RAPIER ; KIVED' `, SOFFIT STAPLE DIAMOND PATTERN CROOWN STAPLES KIVMj3/4* X 1/4' j l DETAIL USING A DIAMOND 1 Stwus i PATTERN I FACIA BOARD % ---_ CAP 3/4' X 1/4' CROWN a' 1-3/4' TRIM NAIL FACIA BOARD STAPLE ON CENTER 1-3/4' TRIM NAIL PAINTED S.S. F' CHANNEL CAN BE PAINTED S.S. 48' FASCIA CAPINSTALLEDWfTHTHEO.C. NAILING FLANGE UP OR 3/4' X 1/4' DOWN CROWN STAPLE SOFFIT —max. 23-inch span WOOD SOFFIT SUBSTRATE SOFFIT & FASCIA DETAIL ALC15001.4 FL12194-R7 Page 3 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 System No. Installation Detail MIN. 14GA T•NAIL OR MIN. 90A. STUB NAIL WITH 3/S' HEAD DIA., MIN. 5/3- EMBEDMENT SPACED S' O.C. FOR MASONRY SUBSTRATES, FASCIA SLIP BOARD FASCIA TRIM 12F-4 SOFFITT MAX. 12•INCH SPAN CHANNEL IJTRIMNMAJLFACU eoARD PFASCIA CAP or ¢loci wall 3/4' X 1/4' CROWN STAPLE S SOFFIT & FASCIA DETAIL ALUMINUM COILS, INC Soffits Appendix B ALC15001.4 FL12194-R7 Page 4 of 19 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC No. I Installation Detail ALUMINUM COILS, INC soffits Appendix B OPEN RAFTER 3/4- X 1/4- CROWN STAPLE 01 SOFFIT STAPLE FACIA BOARD DIAMOND PATTERN DETAIL 3/4- X 1/4- CROWN STAPLE -24" ON CENTER USING A DIAMOND PATTERN N—FASCIA CAP 12J-1 3/4- X 1/4- CROWNJTRIMMLFACIA 8" 1J—CHANNEL BOARD STAPLE ON CENTER 1-3/4- TRIM NAIL PscrewedtosoffitPAINTEDone(i) ba x S.S. 48"with FASCIA CAP 1/21.x 3/8" head diaieecer aerew, O.C. 3/4" X 1/4" o.c. CROWN STAPLE SOFFIT —max. .12-inch span SO WOOD OR BLOCK SOFFIT FASCIA SUBSTRATE DETAIL ALC15001.4 FL12194-R7 Page 5 of 19 This evaluation report is provided for State of Florida product approval under Rule 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. l Installation Detail 12JJ-1 & 16JJ-2 1 Boa,.1/4' x 1' staples 12- o.c. maz FJ I Boa..114' x V staples 24' o.c. max Diamoncr Patten 18 ga.,114- staples in t leg of femal ALUMINUM COILS, INC Soffits Appendix B 18ga.,114' x V staples 24' O.C. Max Diamond Patten r, ..annel Detail0 189a., 114' x 1' laples 12' O.C. max Diamoner Patten DeW A ALC15001.4 FL12194-R7 Page 6 of 19 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC soffits Appendix B System No. Installation Detail I W" LCFIG x 0.072' MAIL WnH 3116' HEAFASCIA BOARD SPACED 16' C.0 FASCIA CAP A' j I X Itr CHOW" SSAPLE OPEN RAFTER Mitt I9GA T. TLAIL OR RAN FASCIA BOARD 9GA. STUD NAIL V11-iA W HEAD 16F-1 SOFFIT > FASCIA 16F-6 SPACED S'C.C. DETAIL FASCIA CAP; REFER FO SOFFIT I FASCIA DETAL F' [NANNEI SOFFIT; PAX Ir SPAN MASONAT ISUBSTRATE ALC15001.4 FL12194-R7 Page 7 of 19 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 16F-3 & 16F-4 No. I Installation Detail SOFFI T F" CHANNEL Yood, Concra[e or Block k FASCIA LIP 1 /4" MIN MIN. 3/8' HEAD DIA. NAIL, MIN. 1.25' EMBENDMENT SPACED 24" O.C.: OR WOOD SUBSTRATES. MIN. 14GA T•NAIL OR MIN. 9GA, STUB NAIL WITH 3/8" HEAD DIA., MIN. 5/8" EMBEDMENT SPACED 8' O.C. FOR MASONRY SUBSTRATES. ASCIA SLIP BOARD FASCIA TRIM STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. L—PAINTED S.S. 1 3/4" TRIM NAIL 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALUMINUM COILS, INC soffits Appendix B ALC15001.4 FL12194-R7 Page 8 of 19 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply wartanty, 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 - SOFFITn, SOFFIT STAPLE OPEN RAFTER 3/4' x ,1/4• DIAMOND PATTERN ETAI LLCROWNSTAPLESt USING A DIAMOND t Lei n/ STOP-ESD PATTERN FACIA BOARD t FASCIA CAP 16F-5 3/4• X 1/4' CROWN FACIA BOARD 1-3/4' TRIM NAIL 8' STAPLE ON CENTER 1-3/4' TRIM NAIL PAINTED S.S. 7—'F' CHANNEL CAN BE PAINTED S.S. 48• FASCIA CAP INSTALLED WITH THE O.C. NAILING FLANGE UP OR 3/4- X 1/4- DOWN CROWN STAPLE SOS- max. 16-inch span WOOD SOFFIT SUBSTRATE SOFFIT & FASCIA DETAIL ALC15001.4 FL12194-R7 Page 9 of 19 This evaluation report is provided for State of Florida product approval under Rule 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 RAFIEA I W L014M X DDT2' DIA. TRW ItAL WM 3116' MEND D1A ALUMINUM COILS, INC soffits Appendix B BOARD CAP 1' X I /-' ,-CVAN STAPLE 4'0Z. FASCIA BOA90 1' x IR.' MOM STAPLE VCSTALLED 16F-2 8 Aiiiea rDVVOND SOFFIT &FASCIA 16F-7 DETAIL 318' FASCIA CAP. REFIR TO SOFFn 3 FASCIA f' [XAtrNH DETAA IN' 1' Slaves SOFFIT: NA)L 16' Y 1 SPA" MASONRY D'omen? P:BDn SUBSTRAIC 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. 116J-1 CREEK TECHNICAL SERVICES, LLC No. I Installation Detail 3/4- X 1/4" CROWN STAPLE -24- ON CENTER USING A DIAMOND PATTERN WOOD OR BLOCK SUBSTRATE OPEN RAFTER LB' iOIST FACIA BOARD FASCIA CAP 1-3/4' TRIM NAIL) PAINTED S.S. 48- O.C. SnFrIT—max. 16-inch span ALUMINUM COILS, INC Soffits Appendix B 3/4- X 1/4- CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN DETAIL 3/4' STAPLE X 1 /4- CROWN IAIV FACIA BOARD STAPLE '8" ON CENTER 1-3/4" TRIM NAILPAINTEDS.S. FASCIA CAP 3/4- X 1/4- CROWN STAPLE SOFFIT —' SOFFIT & FASCIA DETAIL ALC75001.4 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' D.C. max Ddad 8 ALUMINUM COILS, INC Soffits Appendix B 18ga.. 114' x 1' staples 24' D.C. max Diamond' Patten annal 16JJ-1 I8ga.. I x 1' Xr staples 24D.C. max 18pa.,1/4' x V staples 8' D.C. max Diamond' Palen 1 Diamond Patten YChannel Dotal A ALC15001. 4 FL12194-R7 Page 12 of 19 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC soffits Appendix B System No. Installation Detail 18ga., 1/4'x I' staples 24' o.c. max OPEN au-rm Diamond" Patten 18ga.. 1/4' x 1' ST staples I O.C. max A B 18 ga., 1/4' x I' staples 16' o.c. max and 1 3'4" Long x .072 Dia. Trim Channel Nails with 3/16' Head 4' 318" 22.5JJ-1 O.C. max Made I8ga.,1/4' x I' WY 18ga., 1/4' x 1' staples 24' o.c. max staples 24' O.C. Max ,'Diamone' Patten t 1/4' x t' staples 12' O.C. max Diamond• Patten ti J-Channel Decal A ALC15001.4 FL12194"R7 Page 13 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 SERVICFSI LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I t' TROI NA0. FASCIA BOARD PAINTED S.S. 1,47 CROWN FASCIA CAP STAPLES SOFFIT USING A DIAMOND PATTERN: REFER TO I'd' CROWN STAPLE SOFFIT STAPLE DMOND PATTERN DET AL I I• TRIM NAIL FASCIA BOARD PANTED S.S. SOFFIT 8 FASCIA DETAIL 24F-1 & i 24F-4 T-4* CROWN S1APlE FASCIA CAP: REFER / \ TD SOFFIT A FASCIA DETAL / 1. \ Ho" Wates with S I n a Batten Anehered to SOFFIT: MAx. 24' F-CHANNEL Rafters vitn me TO Ring Shoal Nail a1 / every Rallr WOOD SUBS1RAtE SOFFIT STAPLE DIAMOND PATTERN ALC15001.4 FL12194-R7 Page 14 of 19 This evaluation report is provided for Slate of Florida product approval under Rule 61G2D-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail II- TRIn MAIL FASCIA BOARD PAOTED SS bi' SMOOTN SHANK FASCIA CAP ROOF NAILS SOFF T I'ef- CROWN STAPLE It TRDI NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA 24F-2 & DETAIL 24F-5 1'r!- CROWN SIAPLE FASCIA [AP; REFER TO SOFFIT A FASCIA DETA0. Nominal r r STP Batten Anchored In SOFFIT; MAX. 2V F-CHA M. Rallen with arc Id Ring Shank Nail al every Ratter W000 SUBSTRATE ALC1500i.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 I' TRIM NA4 FASCIA BOARD PAINTED S.S. 1tGA I' T-MACS FASCIA CAP SOFFYI— i t'.I- CROWN STAPLE f;' TRIM NAg• FASCIA BOARD PAWTED S.S. SOFFIT & FASCIA DETAIL 24F-3 8 I 24F-6 1'aj' CROWN STAPLE --- FASCIA ua, aEFEx 10 SOFFIT A FASCIA DETAIL Namnw r.r SYP Batten AntEored to SOFFIT: MAX. 2L' F-CHANNEL Ratters rfth one Id Ring Shank N&I at evert Rafter MASONRY ALC15001.4 F112194-117 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 1t' TRIM NAR FASCIA BOARD PAINTED S.S. r4- CROWN FASCIA CAP STAPLES USING A DIAMOND SOFFIT PATTERN: REFER TD CANTILEVERED rei• CROWN STAPLE SOFFIT STAPLE RAFTER DIAMOND PATTERN DETAIL FASCIA BOARD 1•rRB1NA0. SOFFIT & FASCIA PAOITEO S.S. DETAIL 24J-1 & r+l• CROWN STAPLE 24.1-2 FASCIA CAP; REFER / \ TO SOFFIT 1 FASCIA rssm mw I- r svP Dames \ ceeced between ashen drw SOFFTT: MAX !t• CIUNN[t sauac 51 dne 1-n a ring IBIunLnosbogM•naRsd IN04h Inc Mft It" Lro end MOOD SUBSTRATE a theoeNen a Iwd (217d / mp slmnA nays tee+teeed On \ - wmw Bids or Ins bottom ar the CittenlraW Inter oon / 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 not imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1803., 114' x P staples 24' D.C. max OPEN R.F7ER 'Diamond' Patten 1 Spa..1l4' x 1' o sr staples 1 T D.C. max B i A I r 18 ga., 114" x i" staples 11V o.c. max and i 314' Long x .072" Dla. Trim ` J•Channel Nads with 311B" Heart 4" 3W D.0 max Det°4 e 24JJ-1 I Boa.,114" x t" 3 ff staples 24' o.c. max t Spa.,1l4' x I' staples 8' D.C. max l 1 Diamond' Patten J•Channel DEW A ALC15001.4 FL12194-R7 Page 18 of 19 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES. LLC No. I Installation Detail 24JJ-2 B 18 ga., 114" x 1" Staples 15' o.c. max and 1 N' Long x .072' Dla. Trim tads wills 3116" Head D.C. max OPEN '.AMR A Diamond' Patten 18ga..114' x I" staples I r L. max ALUMINUM COILS, INC soffits Appendix B I8ga..1J4' x 1' staples 24- o.c. max Diamond Patten annel oetad e 18ga., I14" x 1' 18ga., 11 r x 1' staples 24" o.c. max staples I T O.C. max Diamond' Patten i 18 ga..114' x 1' staples In horzorxal leg of female lap J-Channel Dela® A ALC15001.4 FL12194-R7 Page 19 of 19 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES. LLC DESIGN WIND LOADS ALUMINUM COILS, INC Soffits Appendix C The following tables provide design wind loads for components and cladding in accordance with Section 1609 of the FBC and ASCE 7-10 under the following provisions: 1. Wind speeds for risk category I, II, III, and IV buildings shall be as defined in Section 1609 of the FBC. 2. Exposure B, C, and D shall be as defined in section 1609 of the FBC. 3. Design wind loads are provided only for walls/soffits with a mean roof height less than or equal to 604 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. Vwr is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 16D9.1.3 of the FBC. B. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown below. Dimension 'a' shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 3-ft. ALC150o1.4 FL12194-R7 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure B Building Type Zone Mean HeiqhtRoofft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 Enclosed 4 20 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 25 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 30 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 40 18.3 21.5 24.9 28.6 32.5 36.7 41.2 45.9 50.8 50 19.5 22.9 26.5 30.5 34.7 39.1 43.9 48.9 54.1 60 20.5 24.0 27.8 32.0 36.4 41.1 46.0 51.3 56.8 Negative Loads) 5 20 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 25 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 30 20.8 24.4 28.3 32.5 37.0 41.7 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 Enclosed 4 20 10.8 12.7 14.7 16.9 1 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 Positive Loads) 5 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 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 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 ALC15001.4 FL12194-R7 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Sofrfs Appendix C Design Wind Pressures for Soffits in Exposure C Building Type Zone Mean HeR hotf ft Basic Wind S mph) 120 130 140 150 160 170 180 190 200 Enclosed 4 20 21.7 25.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2 25 22.6 26.6 30.8 35.4 40.2 45.4 50.9 56.7 62.8 30 23.6 27.7 32.1 36.9 41.9 47.3 53.1 59.1 65.5 40 25.0 29.4 34.1 39.1 44.5 50.2 56.3 62.7 69.5 50 26.2 30.8 35.7 41.0 46.6 52.6 59.0 65.8 72.9 60 27.2 31.9 37.0 42.5 48.3 54.6 61.2 68.2 75.5 Negative Loads) 5 20 26.7 1 -31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3 25 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.6 30 29.1 34.2 39.6 45.5 51.8 58.4 65.5 1 -73.0 80.9 40 30.9 36.3 42.1 48.3 54.9 62.0 69.5 77.5 85.8 50 32.4 38.0 44.1 50.6 57.6 65.0 72.9 81.2 89.9 60 33.6 39.4 45.7 52.5 59.7 67.4 75.5 84.2 93.2 Enclosed 4 20 13.9 1 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 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 Positive Loads) 5 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 38.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 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 B1G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure D Building Type Zone Mean Roof Height fl Basic Wind Speed mph) 120 130 140 150, 160 170 180 190 200 Enclosed 4 20 26.0 30.5 35.4 40.6 46.2 52.2 58.5 65.2 72.2 25 27.0 31.6 36.7 42.1 47.9 54.1 60.6 67.6 74.9 30 27.9 32.8 1 - 38.0 43.6 49.6 56.0 62.8 70.0 77.5 40 29.4 34.5 40.0 45.9 52.2 58.9 66.1 73.6 81.6 50 30.6 35.9 41.6 47.8 54.3 61.3 68.8 76.6 84.9 60 31.5 37.0 42.9 49.3 56.1 63.3 70.9 79.0 87.6 Negative Loads) 5 20 32.1 37.7 43.7 50.1 57.0 64.4 72.2 80.4 89.1 25 33.3 39.1 45.3 52.0 59.2 66.8 74.9 83.4 92.4 30 34.5 40.4 46.9 53.8 61.3 69.2 77.5 86.4 95.7 40 36.2 42.5 49.3 56.6 64.4 72.7 81.5 90.9 100.7 50 37.7 44.3 51.4 58.9 67.1 75.7 84.9 94.6 104.8 60 38.9 45.7 53.0 60.8 69.2 78.1 87.6 97.6 108.1 Enclosed 4 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 1 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 Positive Loads) 5 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7. 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 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 1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 1 56.1 ALC15001.4 FL12194-R7 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 318" F-Channel 3/8" -L 318" J-Channel 3/4" — 1/8" HEM Ti 3/4' 1 ISOMETRIE VIEW 318' PROFILE ISOMETRIC VIEW 3/r PROFILE ALUMINUM COILS, INC Soffits 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/B" 1/8" HEM 6"FASCIA i" BLANK 1/4" ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC15001.4 FL12194-R7 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 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 D-'6'tO CA:r-'N 18* BLANK 3 / B PROFlLE 71?r%IF o aooa 0000 000ao 0000 00000 0000 ALUMINUM COILS, INC Soffits Appendix D ALC15001.4 FL12194-R7 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notiy CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 12" T4 Soffit ALUMINUM COILS, INC soffits Appendix D 3 1/8" 7/8" 3 1/8" 7/6" - r- 3 1/8" 5/lli" N < 1/2" 1/2" 1/2" 1/2" 1/2" 3/8" 13.75" BLANK 3/8" PROFILE 000 000 00000 0000 OOOC1 aaoo 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. it lorida Building Code Online hups://www.floridabuilding.org/pr/pr app_dtl.aspx?parani=wGEVX... I RegulationBusiness-& Professional K r& WIS Homo I b0 to I user Reytstration I Hot TOM ! Submit Surcharge I Stats a facts I Puhlicatbro I faC Stag ! acts Site Map I LW3 I Search Or l j a Product Approval 1 USER: Publk Usat P1 ova Aoornval Menu > PNdrxt nr Aoeaeatbn $edrdi > AW&AUOa.6!!t > AppOMtbn Oetaa 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 3H4 708) 496-2800 Ext 200 rmetzOOI@tampabay.rr.com Robert Metz rmetz001 0tampabay. rr.com Bob Metz REMCO of Pinellas 456 Avila Circle NE Saint Petersburg, FL 33703 727)776-5261 rmetZO01@tampabay.rr.com Don Shaw IKO Industries LTD 120 Hay Rd. Wilmington, DE 19808 717)579-6706 don.shaw@lko.com Roofing Asphalt Shingles Certification Mark or Listing FM Approvals - CER Locke Bowden P.E. Validation Checklist - Hardcopy Received Standard ASTM D3161 modified to 110 mph ASTM D3462 ASTM 07158 Class H ASTM E108 Year 2016 2010 2011 2011 I of 4/13/2018,7:41 AM 1 Florida Building Code Online https://www. Floridabu i iding.org/pr/pr_app_dtl. aspx?param=wG EVX... Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved iummary of Products Method L Option A 10/08/2017 10/30/2017 11/01/2017 FL # Model, Number or Name 7006.1 Cambridge, Cambridge HO, Blltmore and Blltmore HD Limits of Use - --- _ - Approved for use in HVH2: Yes Approved for use outside HVH2: Yes Impact Resistant: N/A Design Pressure: N/A Other: 7006.2 Hip and Ridge 12 Cap Limits of Use Approved for use in HVH2: Yes Approved for use outside HVHZ* Yes Impact Resistant: N/A Design Pressure: N/A Other: 7006.3 Leading Edge Plus Asphalt Shingle Starter Strip Limits of Use Approved for use in HVH2: Yes Approved for use outside HVH2: Yes Impact Resistant: N/A Design Pressure: N/A Description _ Laminated architectural fiberglass asphalt shingle manufactured at IKO's Kankakee, 1L; Hawkesbury, Ont.; Wilmington, DE; Sylacauga,AL and Toronto, Ont. plants Certification Agency Certificate _ FL7006 R10 C C9.0 Letter -ASTM Q3.161_le tf 9-26-20171 trgm FM.pdf FL70Q6R10 C CAC Lett-tr - 6 D3462 letter - f9-26-20 2)lP2f E170_06 R10 C CAC Letter - ACTM E10$ er - 26_2Q17%pdf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL7006 RIO Il IKQ_187-02-Q1 Lener_Installatlon Instructions for FBC FL7006.pdf Verified By: Duc T Nguyen 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: This Is a 12' x 12" fiberglass asphalt shingle used to cover the hip and/or ridge of an asphalt shingle roof system manufactured at IKO's Kankakee, IL, Toronto, Ont. and Brampton, Ontario plants. Certification Agency Certificate FL7006 R10 CG_lC—A-ST- Q._3463-- ShIngle le r Survetilance Audit Location - (6a&2017),pdf L7006 RIO C CgC letter AST 1 O3161 IetteL C9,§] - (U7j-f_tom FM.pg fL7Q 6 R10 C CAC Letter -ASTM D3462 letter - 226_2o1. f FL7406 R10 C C,NC Letter-- ASTM EL98 le_tteL Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions E Cap Shin le Installation I Stl Ctl0.e5,P FL7006 R1Q 11 IKO-187-OL-Q3 Letter - Installatio InWpction5 for f8C FL7p06_pdf Verified By: Duc T Nguyen PE 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: One piece fiberglass asphalt shingle used as a starter strip at the bottom of a roof system manufactured in Brampton and Hawkesbury, Ontario plants Certification Agency Certificate FL7Q06 30 C CAC Leltcr -ASTM 03161 letter - C9-26-2017) from FM.pdf FL7006 RIO C CAC Letter - ASTM D3462 letter - 9-26-2Q.A71Pd 2 of 3 4/13/2018.7:41 AM rlorida Building Code Online https://www.floridabtiilding.org/pr/pr app dtl.aspx?param=wGEVX... Other: I i 17006.4 Marathon Plus AR, Superglass Plus AR Limits of Use Approved for use in HVH2: Yes Approved for use outside HVH2: Yes Impact Resistant: N/A Design Pressure: N/A Other: F_L"96-11AQ_C_CAC Letter - ASTM E1Q8 letter - 9-26-2017),gd( Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL7006 RIO It IKO-187-02-01 Letter - Install tlorl 1 1structlons for FBC FL2006. ddf FL7006_RIO It Roofinq:Products-Leadino:1Ldoe-PI k j Agplication-EN(,p( I Verified By: Duc T Nguyen PE 65034 iCreated by Independent Third Party: NoEvaluationReports i Created by Independent Third Party: - 3 tab fiberglass asphalt shingle manufactured at IKO's Brampton, Ontario, Hawkesbury Ont., Toronto, Ont.; Sylacauga, AL and Kanakakee, IL plants Certification Agency Certificate FL7006 RIO C CAC Letter -ASTM D3161 letter - L9_2"- 17_)-fr. or -Madff EL7006 R10 C CAC Letter S[M D3462 letter - 9-26-2017):df FL7006 RIO C CAC Letter - ASTM E208 letter - 9.26_2017),pdf Quality Assurance Contract Expiration Date 12/20/2020 Installation Instructions FjJ9A —R10 1[ IKO-187-02-01 Letter -Installation Inatructinns for FBC FL7006.Ddf Verified By: Duc T Nguyen 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: QMart Contact lls :: 2601 Olair Stane Aped. Teleillime FL 32322 Phone: 9SO-4117-1924 The State of Florida Is an AA/EEO empbyer. CgRyl!llht 2007.2013 State of Fbrtla.:: Privacy Statement:: Accessbaty Statement ::Refund Statement Under Florida law, email addresses am public records. lF you do not want your e-mad address released in resPeme to a publik-records request, do not send electronic Mal to this entity. Instead, contact the omen by phone or try traditional mad M you have any questions, please contact 850.407.139S. *Pursuant to Section 4S5.27S(1). Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4SS, F.S. must provide the Department with an areal address if they have one. The emals provided may be used for omtlel comm unlcatlon with the licensee. However emal addresses are public record. R 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 f you are a licensee under Chapter 4SS. F.S., please chick hM. Product Approval Accepts: RM Credit Card Safe 3 of 3 4/ 13/201 R, 7:41 AM 3 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 Appins8AGXEFS-2012-11 reformatted 2013-02-rev07/13-Florida) 2) IKO Laminated Shi_ngles Application Instructions EN-Laminated_Appins_8TTEFS-2012-04_reformatted 2013-02-rev07/13-Florida) 3) IKO Hip and Ridge 12 Application Instructions EN-HipandRidgel2_3HRTri-2013-08_reformatted 2013-08) 4) IKO Leading Edge Plus Shingle Application Instructions EN-3LEP-Tri-2012-06_reformatted 2013-03) 5) ASTM D3161 Test Report (FM Approvals Project No. 3040947) The attached instructions should be used in conjunction with the published manufacturer's application instructions and applicable code. In the event the instructions conflict, these instructions shall govern. Statement of Indenendence: 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: 1 . / c Signed:J t Brad Grzybo slil Duc T.A u e Managing 0 rector Florida RggMere Professional Engineer P.E. Number. 66034 Date: October 27, 2017 Date: October 27, 2017 Attachments: A) IKO Shingle Application Instructions - 3-Tab B) IKO Laminated Shingles Application Instructions C) IKO Hip and Ridge 12 Application Instructions D) IKO Leading Edge Plus Application Instructions IKO-187-02-01 PM CwmhcUm Maledals Tech r oloples, LLC. 6412 Badger Drhm Tampa. FL 33610 Tat 813-621.5777 Fax: 813621-5840 a -mall: maWalstesthg@McmLcom WebSlte: h1W*Mne.p1am.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 I` t• t-yl SEALING STRIP btl8' tf1' I 6118- t NAILS NAILS 00 NOT NAIL INTO OR ABOVE THE SEALING STRIP PRI Combtaon Uatedais ToonoWes. LLC. 6412 8edg& DM Tampa, FL 33610 Tat 813.621.5777 Fax: 813-621.5840 etna8: meterialstesfl g@pdcmLcom WebSlte: hRp9Awaa.pdanLlml IKO Installation Instructions for Asphalt Shingles Page 3 of 5 IKO Laminated Shingles Application Instructions ASTM D3161, Class F — Cambridge, Cambridge HD, and CRC Biltmore AR) NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION CONFLICT, THESE INSTRUCTIONS WILL GOVERN. ROOF DECK: Solidly sheathed and fastened deck conforming to 2017 FBC. UNDERLAYMENT: Applied in accordance with building code requirements. For areas where the roof slope is less than 4" per foot down to 2" per foot, use 2 layers of underlayment conforming to building code requirements, the first sheet overlapping the eave protection by 19", followed by full 36" widths overlapping each preceding course by 19" or other Approved underlayments in accordance with the qualified application instructions. For areas where the roof slope is 4" per foot or greater, cover the deck with one ply of underlayment laid parallel to the eaves, with 2" horizontal laps and 4" end laps. Apply metal drip edges on top of any underlay along rake edges and directly to the deck along eaves in accordance with building code requirements. NAILING: Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" diameter heads, long enough to penetrate through plywood or 3/4" into boards. Use 4 nails per shingle placed in the nail line 7-3/8" below the top edge, approx. 1" and 13" in from each end. Drive nails straight so that nail head is flush with, but not cutting into shingle surface. NAILING ON STEEP SLOPES: For steep slopes of 21" per foot (60°) or more, use 6 nails per shingle placed as shown below. Ensure that no nail is within 2" of a joint/cutout of the underlying shingle. Seal down each shingle at time of application with three 1" diameter (approx. size and thickness of a quarter) spots of asphalt plastic cement placed under the shingle 2" above the bottom edge and equally spaced along the shingle. Apply plastic cement in moderation since excessive amounts may cause blistering. CAUTION: Shingles should seal to the underlying course when the factory applied asphalt sealant is sufficiently warmed by the heat of direct sunlight. EXPOSURE: Installed shingles shall have a maximum average exposure of 5-7/8". 4 7 9ra' NAIL LINE 6 9ra t 1 NAILS NAILING - STEEP SLOPES APPLICATION Use six nails as Shom. J Fa F1 L-7, CEMENT PROPER APPLICATION REOUIRES THAT THE NAILS PENETRATE BOTH THE OVERLAY AND UNDERLAY PORTIONS OF THE SHINGLE PRI ConsWetion Matelots Tedmogles. LLC. 6412 Radger Ddve Tampa. FL 33610 Tel 813.62W77 Fax: 813-621.5M e-aWI: maleAalstos8ng®prkmlcom WebSlle: MI 1Mmv.pdcmLcom IKO Installation Instructions for Asphalt Shingles Page 4 of 5 IKO Hip and Ridge 12 Application Instructions ASTM D3161, Class F — IKO Hip and Ridge 12) NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION CONFLICT, THESE INSTRUCTIONS WILL GOVERN. Cut hip and ridge shingles into thirds, using the perforation marks as a cutting guide. These shingles are designed for a 51/8" (130 mm) exposure. (For a neater appearance, the top of each side of each piece has been factory trimmed on a 1" (25 mm) taper (see drawing). Bend each piece over the hip or ridge, and nail 5 5/8" (143 mm) above the butt edge 1" (25 mm) in from each edge, exposing each piece 5 1/8" (130 mm). Apply hip pieces starting at the lower end of the hip, working up toward the ridge. On hip roofs, apply ridge pieces starting at each end, meeting in the middle. On gable roofs, apply ridge pieces starting at the end opposite to the prevailing wind direction and continue to the other end. Note: To obtain a three-dimensional effect, (which is recommended, but not required), apply hip and ridge shingles double thickness by stacking 2 pieces on top of one another, the lower piece extending about 3/4" (19 mm) further than the top piece (see diagram). The final shingle should be set in cement, and the exposed nail heads of the final shingle should be covered with cement. Prior to application in cold weather, storing the shingles in a heated area will allow for easier bending. NOTE: SHINGLES MUST BE APPLIED PROPERLY. THEYARE DESIGNED FOR USE AS HIP AND RIDGE SHINGLES ONLY, AND SHOULD NOT BE USED FOR ANY OTHER APPLICATIONS. WE ASSUME NO RESPONSIBILITY FOR LEAKS OR DEFECTS RESULTING FROM POOR APPLICATION OR FAILURE TO PROPERLY PREPARE THE SURFACE TO BE ROOFED OVER, OR FAILURE TO PROVIDE PROPER VENTILATION IN ACCORDANCE WITH MINIMUM PROPERTY STANDARDS REQUIREMENTS. REVIEW ALL APPLICABLE BUILDING CODES, MINIMUM PROPERTY STANDARDS, AND REQUIREMENTS PRIOR TO APPLYING THESE SHINGLES USING THESE APPLICATION INSTRUCTIONS. roil IAPEA CUI PRI Camwl bn Mod& Techmt#a, U.C. 6412 Badger Oda Tampa, FL 3300 Tel: 813.621.5777 Fax: 813.621-5640 a-md: matedalsleadng@pdcmteom WebSlte: htlp'JAWM.pdclntoom 40 IKO Installation Instructions for Asphalt Shingles Page 5 of 5 IKO Leading Edge Plus Application Instructions ASTM D3161, Class F — IKO Leading Edge Plus) NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION CONFLICT, THESE INSTRUCTIONS WILL GOVERN. 1. Apply any underlayment, eave protection, valley flashings, or drip edges to roof deck as required. 2. Each 39 3/8" x 131/4" (1000 mm x 336 mm) IKO Leading Edge Plus strip is perforated lengthwise for separation into two (2) shingles. Take one IKO Leading Edge Plus strip and fold flat at perforation to separate. 3. Take one of the separated shingles 39 3/8" x 6 5/8" (1000 mm x 168 mm) and remove approximately 20"(500 mm). Install this shingle on the lower left corner of the roof deck, granule side up, with the factory installed sealant adjacent to the eaves. The shingle should overhang the rake edge and eaves by a nominal 1/4" (6 mm) minimum. Fasten the shingle to the roof deck with nails located 3" to 4" (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 comer 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. PBI Comwelbn Malerlals Twbnola n. LLC. 6412 Badger Drive Tampa. FL 33610 Tel: 813821-5777 Fax: 813-621-5840 e-mail: matelot KtftQpriimLmm WebSite: hI1pJ*vW.pdemLCan klorida Building Code Online https://www.floridabuilding.org/pr/pr app dtl.aspx?param=%vGEVX... I Professional Regulation i aCIS tome I too In I user RegMratbn ( Not Topts Submt Surcharge Stats a facts i PuJACO NU 1 FRC staff 1 acts Ste Map 1 Links 1 search I ! l ida Product Approval USER: Ptpac userdtii/7. I' QWCt.M061.W-Mef u > ftdQC.0r.A0*a1bn Searth > AaakatiwLLtst > AppOmtlon netall FL q 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 11S Steven@WarriorRoofing.net Authorized Signature Steven Crew Steven@WarriorRoofing.net Technical Representative Steven Crew Address/Phone/Email 3050 Warrior Road Tuscaloosa, AL 35404 205)553-1734 Ext1024 Steveno WarrlorRoofing.net Quality Assurance Representative Steven Crew Address/Phone/Email 3050 Warrior Road Tuscaloosa, AL 35404 205) 553-1734 Ext 1024 Steven@WarriorRoofing.net Category Roofing Subcategory Underlayments Compliance Method Test Report Testing Lab PRI Construction Materials Technologies, LLC Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 10/OS/2021 Validated By Jesus Gonzalez, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL2346 R7 COI -PR _CeK.gf_11?9eReflAg lLe.O P Referenced Standard and Year (of Standard) Standard ASTM 0226 ASTM 04869 Vear 2009 2016 Equivalence of Product Standards Certified By Approved Testing lab FL2346 R7 Fnuiv FBC 2017 Standards Eauivalencv.W 1 of2 4/13/2018, 7:44 AM Florida Building Code Online littps://www.floridabui lding.org/pr/pr_app_dtl.aspx?param=wG E VX.:l Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option B 01/17/2018 01/17/2018 01/17/2018 04/10/2018 FL # i Model, Number or Name 2346.1 _ 1` #1S and 930 roofing felt Limps of Use w Approved for use in HVH2: Yes Approved for use outside HVH2: Yes Impact Resistant: N/A Design Pressure: N/A j Other: Primary roof covering should be Installed IImmediately after felt. Roofing felt is not intended to be anunprotectedweatheringsurface. 12346.2 1Sw and 30w roofing felt _ Limits of Use j Approved for use In HVH2: No Approved for use outside HVH2: Yes Impact Resistant: N/A Design Pressure: N/A Other: Primary roof covering should be Installed immediately after felt. Roofing felt Is not Intended to be an unprotected weathering surface. Description ASTM D 226 Tested Installation Instructions FL2346 R7 II Installationinstmi tions. f Verified By: PRI Construction Materials Technologies, LLC Test Reports FI.2346 R_ 7 Till Test ReooK.pdf FL2346 R7 TR 30A Test Ret g_df ASTM D 4869 Tested Installation Instructions FL2346 R7 Ili Installationinstructlons.pd Verified By: PRI Construction Materials Technologies, LLC Test Reports FL2346 R7 TR 1Sw Test Report.pdF FL2346 R7 TR 30w Test Reagrt.pdf 8adt Neat ContactMs ::.201.ee1t:5tone-Wad. Tblahassee FL 32399 2GonAL85LL•1.87:-t924 The State of Florida Is an AAJEEO employer. L(IavrioM 2007.2013 5ta "(.FJodda, :: f'.1ftaY-Statlmeat :: accaSSbIItY_StateMent :: 1Mf " -- 5 'tefil M Under Florida low, ernal addresses are public records. I you do not want your a -coal address released In response to a public -records request, do rat send electronic met to this 4". instead, contact the offke by phone or by traditional maa If you have any questions, please contact 850.487.139S. *Pursuant to Section 4SS.27S(1), Florida Statutes, effective October 1, 2012, licensees licensed under chapter 45S, F.S. must provide the Oepartment with an emal address It they have one. The emats provided may be used for official communication with the atensee. However emal addresses aft public record. 9 you do not wish to supply a personal address, please provide the Oeoartment wth an emal address which can be made avatable to the public. To deterrnine If you are a licensee under Chapter 4SS, F.S., pease ct4IiM. Product Approval Aooapts: a -- Credit Card Safe 2 of 2 4/13/2018, 7:44 AM i WARRIOR® ROOFING MANUFACTURING P.O. BOX 40185 • TUSCALOOSA, AL 35M • PHONE (2061553.173d • FAX (205) 553.1755 193 LEROY ANDERSON ROAD • UONROE, GA 30M • PHONE (T70) 207.OW • FAX ("M 207.0"5 323 DEVELOPMENT AVENUE • CHAMBERSBURG, PA 17201 • PHONE (717) 709-0323 • FAX (7171709-0027 Roofing Felt Installation Recommendations Be aware that roofing felt should not be walked upon prior -to fastening into position. Proper safety equipment is recommended for all installations. Also, the roof decking should be clear of debris and moisture prior to installation of the roofing felt. Roofing felt should be installed from the bottom of the roof in horizontal layers to increase the water shedding ability of the felt. The initial layer of felt should be installed to cover the bottom edge of the decking, from edge to edge. Overhang is not required. Anchor the top corner of the felt after it has been properly positioned and roll the felt out across the roof. Pay careful attention to roll the felt out smoothly, avoiding wrinkles as you move across the roof. The top edge of the felt should be fastened no less than every eight inches. The middle and bottom edge should also be fastened no less than every eight inches. Fasteners should be applied no less than every eight inches along the eaves. The next.course of felt should also be aligned with the roof edge and should overlap the previous course two inches (sometimes referred to as head lap). In the event you get to the end of a roll prior to getting to the opposite edge of the roof, begin a new roll with a four inch overlap over the end of the prior roll (sometimes referred to as end lap). The same fastening pattern used on the middle and bottom of the initial course should be used for each subsequent course. For the top of each subsequent course, fasten intermittently to hold the top edge in place until the next course is applied. The fasteners in the bottom of the next course will hold the top of the previous course securely. Continue up the roof in this manner. Be sure to firmly fasten the top of the final course if it terminates at the top edge of the roof. Otherwise, overlap the felt over the ridge and secure then begin at the bottom of the other side of the ridge and repeat the process. In valleys, lay a vertical section of roofing felt the length of the valley prior to the installation of the horizontal runs of roofing felt. If you use more than one section of roofing felt in a valley, be certain to start at the bottom and overlap each_ subsequent . length a minimum of two inches as you move up the valley to s' "'_' ' e" ;ate sejj_..,,r,_ shedding. =~."'.. i. t ._ A- *i/l.%rilrtr _iA •1.(i rr .. I In the event some wrinkles are created while fastening down a course of felt, slice the i wrinkles and fasten them flat to the deck. Then seal the cuts with waterproofing cement. Installation of the primary roof covering (ex. Shingles) is recommended immediately after felt installation. NOTE: LOCAL BUILDING CODES MAY REQUIRE A DIFFERENT FASTENING PATTERN AND/OR SPECIFIC FASTENER TYPES THAN RECOMMENDED BY iTHESEINSTRUCTIONS. PLEASE CONTACT YOUR LOCAL BUILDING CODE ADMINISTRATOR FOR TI•IE EXISTENCE OF REGIONALLY SPECIFIC FASTENING REQUIREMENTS. a 4-- 3 )L CITY OF SANFORD BUILDING & FIRE PREVENTION r. w PERMIT APPLICATION Application No: 1,p / f , ? y oeG Documented Construction Value: S Job Address: 3 d f )& A A Lot . Historic District: Yes No Parcel ID: Residential W` Commercial Type of Work: New Addition Alteration _Repair Demo Change of Use Move Description of Work: C Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Name Street: City, State Zip: Phone: Resident of property? : Contractor Information Name (e Ctr LouL C I L' 1 Phone: _ `>fU i - 90k-17 6 d Street: )DOS J t (Q r Fax: '10-ni- V rL, City, State Zip: S } UcJ i R 347 %I State License No.: Fe( a yafy Architect/ Engineer Information Name: Phone: Strect: Fax: City, St, Zip: Bonding Company: Address: E- mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDEDANDPOSTEDONTHEJOBSITEBEFORETHEFIRSTINSPECTION. 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 commencedpriortotheissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 5"1 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application <010 1 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as watermanagementdistricts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, IS 713 The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, inaccordancewithlocalordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work willbedoneincompliancewithallapplicablelawsregulatingconstructionandzoning. 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 Sigj Vi- Aura on for/Agcnt L W Cg -i i'I 1 cc Print Contnactor/Agent's Name J of F orida ! / pate` ' .•1nISS1pl; 0t' fq I .FF 120M Contractor/Agent is —K PersonallyProducedIDTypeofID _ BELOW IS FOR OFFICE USE ONLY Permits Required: Building Construction Type: Total Sq Ft of Bldg: Electrical Mechanical Plumbing Gas Roof Occupancy Use: Flood Zone: 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: COMMENTS: WASTE WATER: ENGINEERING: FIRE: BUILDING: Revised: June 30. 2015 Permit Application A. CITY OF SANFORD BUILDING & FIRE PREVENTION AUG 17 2018 PERMIT APPLICATION application No: IP)- pj(p0 Documented Construction \`clue: s Job Address: 3 Lf Historic District: Yes \o LmaParcelID: "') a -got" + Co ) ResidentialoCoruntercial Type of Work: :New 0 addition Alteration Repair 0 Demo Change of Use \Ion e Q Plan Review Contact Person: Phone- Fax• Emil: Title: Prope ;y Owner Information Name Equace, a L Phone: n Street: Resident of propert-\ ; City. State Zip: r —u 1 Contractor Information Nar7r,"rii i `i r {^('' I'r',`'. e•j`1 1 1 Phore: G I l r f. ! i '2_ 1 Street: i" lt:^ t r Fttx: City. State Zip: t a is i r i i / / I State License No.: t i Naule trect: City. St. Zip: Flonding Company: c!tlra;s: A.rchRect;Engineer Information Phone: Fax: E.- nall: Iort-s_r Lci.der: Address: WAf;.NING TO OWSER: YOUR 1"AILL'i E TO RECCiRf) A NOTICE tal' COMMENC'ENIE.xT m.-kN* RBL'Ur IN 1'GU PAVING TWICE FOR UIYi U\'E IEN"fS CU 1'C L'i: Pi:Ui Ek'1'1'. A NC'fICE OF C'W01.ESCl:MEN'f Ml'ST 1;}: RECORDED AND P0s7•ED ON THE JU}: SITE LEFORE THE_ FIRST. INSPECTION. IF VOU INTEND TO Oc;TALN FI:\ANCISG. CONSULT WITH YOUR LENDER Ok AN A11-0)..NE1' EFFORE I.FCORDINC YOCR NO110E' CIF COMMENCEMENT. 1•:r:! iS hi., i:...__ l:' i•?:-Il • ..._.. C:: i::. ::i`'.. i:i:_ ..._..:...... a.. 1:::.._...° [ i':.. l:t•r:: Gr !:'cr.di._..:t:: l::i5 i :i:: to ii:_ 0:. .............-^_:....:ii•:.. .:! i•. y'• ......._.. i? ::1__t .._ :a ire t! .'.+' , '! ::. ii•':S:r'.... Iha; .. SdiLliAli: peAnn: C1CCt IL• iscl:r.:! for l!r:'Irica) stark. 13EL'::1!)(:!• $;f•(, a,llj, I!ry I furncei. beiiieri. (dal s— nvd ::it- con.- itioni'ri. oc. I'C{' Itfz... 3!mI; br it•.Scribrd %%it;l tl:: (!.It : ,I' uppliat:. •r. 'Ind Ih, c,.t!•:• i:::`; ct o`: a* ll.t:... 1'r!i:ias I:if 1-t i'I••ri.ia t!' L:uil n. Gt9: NOTICE: Ln addition to the requirements of this permit. th;re may b: additionsl r:suictions appli:able to this proper,' that 13% be found in the puhli: records of this county. and th_re n..iy be addi:ioaal p.-muts required foin o:hrr govcmm-ma! cmiti:s such management districts, state t:zenci'_s. or federal acencics. cceptaace of permit is veri icaiion Ohm I -ill uotifh• the o-wn er of the propenvof t`l: r:quiren:ents of Fllridn Lier. t_a•.t•. FS 711, The Ci-y of Szinford r:_',ulres pa\•nl:nt of a plan ret•I:mv ft: at the Mille of perli`.li subnainal A copy of the execti(ed eor,trl%t i5 re•l'li tt! m order to calculate a p'.an review charec and will be considered the estitaat:d construction calu: of the job at th:• tithe of suhrait,i. Thu- ectual constriction value will be figured bated on h: current ICC• Valuation Table in c feet at tie tire: the pertnit is iss::ed, is accordancewithlocalQidi,l :1Ce. S10Id C :ill charges ,lS at? Cfi Ii::%e; ii[ed CQ it 3:re\C:ed l:ie tt:ii:31 CJn:riSCilJri t":!ue, refit \till be apr lied to Our per -nit fees wht-n the permit 13 ISSU., i. OWNER'S AFFfDAVIT: I certify that all of the foregoing information is accurate and that all work wiil be done in compliance with all applicable laws re tulatinn construction a wig. p: \mot Y. .•?:3[: •?C 'i.:?.]l L i:: ii: NII or Prz,duced f7 T\- of I? r CCor.: 2ti of : l::ii / PCi?Jri ,l R .14i ri \lam l.- l'ro uceLIG T\-P:,o.'I'G BELOW IS FOR OFFICE USE ONLY Permits Required: Li:silt•'..i -r EI;_.. cif \'lccli:. c ' PI::::;`i: s Gat ' Roo: Construction Type: Occupancy Use: Flturd Zone: Total Sq 171 of BIBS: Min. Occullancy Load: - of S orie t ;: ellCctnstructian: Eli:ctt•ic - - of AniP_ Plumbiti, - = of Fimures Fire Sprinkler i'erniii: Yes No = c. C 1-1e-ds - Fir-,! Al:u•ril Perm;(: 1•c; \,) APPi:OVALS. ZcaNilt;. COM'ME NTS: U i• it ITIES: VV.-I.STE \V a t ER: 1-'#!:ILDING: FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 A lication Number . . . 18-00001868 Date 8/17/18 Application pin number . . . 008596 Property Address . . . . . . 3896 SALTMARSH LP Parcel Number . . 17.20.31.502-0000-0320 Application type description NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Application valuation . . . . 333154 Application desc noc on file Owner Contractor PARK SQUARE HOMES PARK SQUARE HOMES 5200 VINELAND RD SUITE 200 ORLANDO FL 32811 ORLANDO FL 32811 407) 257-6940 (407) 529-3000 Structure Information 000 000 ---------------------- Construction Type . . . . . VS Occupancy Type . . . . . . RESIDENTIAL USE GROUP Flood Zone NONE Other struct info . . . . . ELEC - # AMPS 200.00 PLUMBING FIXTURES 22.00 NUMBER OF STORIES 2.00 SQUARE FOOTAGE 3084.00 Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Phone Access Code 1071463 Permit pin number 1071463 Sub Contractor STRADA ELECTRIC & SECURITY Permit Fee . . . . 80.00 Issue Date . . . . 8/17/18 Valuation . . 0 Expiration Date . . 2/13/19 Qty Unit Charge Per Extension 200.00 .4000 AMP ELECTRICAL - NEW CONSTRUCTION 80.00 Special Notes and Comments All projects within the City shall use WastePro for debris removal. Please contact WastePro at 407.774.0800. Normal hours for inspections are from 7:30 through 4:30 Monday through Thursday. Please be aware you must contact the Building Official to schedule a Friday or after hours inspection. This is required since not every inspector is licensed to do every type inspection. Communication is the key, so please contact the Building Official if you have any questions at 407.688.5058 or at dave.aldrichosanfordfl.gov Water impact fee $1343.00 Sewer impact fee $3025.00 Other Fees . . . . . . . . . 01-APPLCTN FEE -ELECTRIC 25.00 O1-APPLCTN FEE -BUILDING 25.00 O1-APPLCTN FEE -MECHANIC 25.00 O1-APPLCTN FEE -PLUMBING 25.00 O1-BLDG PLAN REVIEW 1227.00 02-CURB CUT/DRIVE - SIP 40.00 FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED. UNIVERSALE erect 0110.1 00817.0000 ENGINEERING SCIENCES Report Date: 8/15/2018 Consultants In: Geotechnical Engineering - Environmental Sciences Geophysical Services - Construction Materials Testing - Threshold InspectionEDBuildingInspection - Plan Review - Building Code Administration v 3532 Maggie Blvd, Orlando, 32811 - P: 407.423.0504 - F: 407.423.3106 / 8— In -Place Density Test Report Client: Park Square Homes 5UES Technician: Sammie Edwards 200 Vineland Road, Suite 200 Orlando, FL 32811 Date Tested: 08/15/2018 Project: Wyndham Preserve, House Lot Testing East Lake Mary Boulevard & Brisson Avenue South, Sanford, Seminole County, FL 32773 Area Tested: 3896 Salt Marsh Loop (Lot #32) Material: Native Reference Datum: 0 = Bottom of Footing Tyne of Test: Field: ASTM D-2937 Drive Cylinder Method Laboratory: ASTM D1557 Modified Proctor The tests below meet the minimum 95% relative soil compaction requirement of Laboratory Proctor maximum dry density. Test No. Location of Test Range aximum Density pcf) ptimum Moisture eft Field Dry Density pcf) Field Moisture 1%) Soil Compaction 1 Native Depth inch) Pass or Fail 11 North Footing 0-1 ft 106.8 10.6 105.3 7.4 99 N/A Pas: 12 South Footing 1-2 ft 106.8 10.6 106.7 6.9 100 N/A Pas: 13 East Footing 1-2 ft 106.8 10.6 103.7 4.7 97 N/A Pas: 14 North East Corner of Pad (TOF) 1-2 ft 106.8 10.6 102.8 5.9 96 N/A Pas: 15 Center of Pad (TOF) 2-3 ft 106.8 10.6 101.5 3.7 95 N/A Pas: Remarks: TOF= Top Of Fill Tn nn{wA/:nM w .....I..nl nnnlnn{inn {n I /ni.•n...nl n nlinnln IAn O..{.lin nn•1 n..mnl. •i.n nll nnnnAn w.n n..A.niMn•i wn nnnF•Innl:n/ ninnnrh• ni n.• n/:nnln WWII w..{Mnri+w{:nn 16- /66 DESCRIPTION AS FURNISHED: Lot 32, WYNDHAM PRESERVE, as recorded in Plat Book 81. Pages 93 111ouall 102 of the Public Records of Seminole County, Florida. I IIf)I:NUARV FOR/CERTIFIED TO: Park Square Enterprises, LLC (a Delaware Corporotion): Winderweedle, Haines, Weird $r Woodman. PA: Attorneys' l'itle Insurance Fund: Bank of Arneri,:.o LOT 15 N B3'l a 10 r• Iy 40.30• 2J.9J' 22.22' I L LOT 32 b 27.54' r t. I 5.00' 5.00- co C Cy L Ch FORMBOARO or a c yi TOP-TOPON MR" m 1 o FORM AVERAGE IO IoQ^^ LOT JJ 5.00' 25.20' 25.20' LOT JI i6.00----- P.C. ETUACKS AS FURNISHED N 89140 61 r E (B.a.) Mot"OcAft 20, `) 40.00 IOE - S (40' LOT) ; 7.5' (60• LOT) 10' (%5' LOT) S:OF. SIRCEr . 25' (60' tr %3' LOT) r5• (<O' LOT' SAL TMARiS`I L DD.I-' 25' i 1.`ONf SETBACK CAN BE REDUCED 10 20' ON Cr.RMN LOTS. NO MORE THAN 12) IN SUCCESSION AT 20' AND A MINIMUM (SWPRNATE R/IY) PLOT PLAN AREA CALCLM/ION$ —,• Or (2) IN SI,CCCSSKrN AT 25' TOTAL LOT AREA I,4949 3 SOUARC FCE1 Ph.'OPO CD - FINSHED SPOT GRADE ELEVATIONS FLAIIVORK ON/OFF LOT - TOM t SOUAM FEET FLA7IVORK Pik ORAIfLACE PLANS DRIVf IOJ/ I I0 513 3 SOUARf FEET FOUNDATION/PAD 1.641 3 SOUARC Mr..INIACELA DRAINAGE ttOW If WALKS 09/200- 269t SOWRE FEET REAR P,T, 117 i ;pUARE FCC7 IJf C.PAO:.e. TYPE A 500 2.136 131 - 2,269 t SOUARE FEET FROM PORCH DECK 99 t SOUARC FEET i-Pt"iSCO r.r. PER PLANS - 30.3' / POOL DECK O >: SOWRf FF.F.1 MOlC rRONl SOCWAU( AND STRL[t LOtAIION )AKQ( FROM MANS PRONOCD OY OOU+C • NOI IKLD LYJIMKC ' ASSOC., INC' - LAND SUR fI YO&C rb- L[C•O- J400 E. COLONIAL OR. ORLAN00. FL 32807 (I07)-277-J232 F.AA• (IO7)-t38 1430 1916r WP NN: AAL. • Pam Q COrOMO aAnANrALVrbtLtlPVATPL I. rNr Y WMCM:D 0= 14RD CEMY AM/ 06 SHAKY MnMnnt . 21AFMA Or r1UCK'r 01 MN W 11-C 1110O OUA1Ir aYIn . DLL• •Or ..LC_vc • AA.. T MOfLuAbw AAKIOAS ANO .. fw N c_"a AA•Ir rtaf0f AdORIRAIIK ow rU6u w r0 smC mm,. nI zw,. n ,r. .« u. •/nA rOM NA. _AL - r. no " wy vAl0 b1fN 5b Now SICNADAK w 0WAfto."a MELD SGL nE AAILlY rrA/ Or COWS AA[ Ir01 .Har. RfaKXA P. N A Ipbn 1 00 S1AKY YAS I A"W I1aY DDr AfMMMON /IMMSI[0 M IIL Sw1K1M. D(A[ wr A[ OMA AOfAt'rWta1. . Nr_.I O Ktu.nlA GVL.L • GLLLLA2A M usmrn DMA I DE r KAf7. IL. . rmrn a ca gwKw rAA • R1bMA7rt ecul'.00AD" A, M 1A.OLDE71p1/d saAOLACMdd7S NlK OQM MAID w/a O1N[DYar LNOwr K. rf. . rrKA[S l IDr a no SLWAV a rRMOD Aa• rM IW WZ 00.Or DOW COM1 A f0 AW AauA &W At MAD Of 01 AOA.rA C /Y . LCD[L1HVL1L' • LILAUL L(tYLA IK A OMJ a AOrJr MR D4 LOGftlb 0I O/MOKLOM femvm L " NOT Or Ilfm D RCOa1gCr 8000Au4L b ILwIA•wrAll RKr YVIA D1.i. . quwfi LL • :[ ILNYC r. IKAUCl AK Wm ASAPLO wllAr WI ar ma M 114LA4SwaAt4SrAIL•4 (LL) LSSn 0.. . 01Or1• A OLMfAIrI / SIOAM. AR' OLfLD M MAIDVK CLIDOIC KRRAL 4Mr O< ONDIAEr AOfR f, fL W. lbA• I[KL A. C0D6.1 Or A1lAr0AIA. fff. V00A fbLL rnocrr a¢. SGIC 20 MADN Of. ' 1 • NI!NI If IArQbC1 _ •- •_ CCRnFlEO Br. LLB .vrl:W 1Z r. NfiA4fIM IS90-IA xor P1.w 04-02-201e v eLrl rORMf101R0 FOW( Mf10MlCLL'VS. OD-07-WIL 5234-IA L,aA i•L INOrp L• b1NNORM ImS O• r111IyLI'FPIrEMn DOES N01 Ur wrmw f•a LNUANLfMNCD IW MAR FLOW MANE AS PCA YDM CRMS R.L'S / Allr j Ipg ' MAP / I"R X0090 r (O9-28-O71 •N' w, SEO R.LS 1 A&rl L 1 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: S 6158.00 Job Address: 3896 Saltmarsh Loop Historic District: Yes No Parcel ID: 17-20-31-502-0000-0320 Lot 32 Residential ® Commercial Type of Work: New ® Addition Alteration Repair Demo Change of Use Move Description of Work: Install new 4.0-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 n2742 State License No.: CAC 032444 Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: Bonding Company: Address: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing. signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51° Edition (2014) Florida Building Code Revised: June 30.201 S Permit Application n NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current [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 fore oing information is accurate and that all work will be done in compliance with all applicable laws regulati g 91nstructTn and zoning. Signature of Owner/Agent Date Si ature of Print Owner/Agent's Name Signature of Notary -State of Florida Date Kevin Stine Print Contractor/Agent's Name Signature 10/5/18 Date KELLY WEBSTER Notary Pu01k - State of Florida CommisaIon I FF 078034 My Comm. Explres Apr 4, 2020 Owner/Agent is Personally Known to Me or Contractor/Age t Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit 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, 15 lightyears This letter is to request that the attached forms be accepted for compliance of the 2017 Florida Building Code statute R402.4.1.2 Envelope leakage testing (Blower Door Testing) and R403.3.3 Duct testing. The attached forms were provided by the Florida Building Commission as the accepted forms to be submitted. These forms are listed on the 2017 Florida Building Code, Energy Conservation Technical Assistance Manual, Document Number: TAM-2017-1.0, released February 02, 2018, pages R-78 through R-80 (page numbers 159-161). Web link provided for quick access to the TAM document hnps://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@151/ghtyears.com Respectfully, 7e Timothy _ rhith 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 #: 149 Job Information 1 c. rBuiIder-q jLc1 re Community: r cJrxt14, 4 fv'1 Lot: 32 Address: • ge? p¢l i%9 Unit: City: e+141' State: F Zip: 3277 S 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. ERFORMANCE 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): A 0G X 60 = O p(i = p• Method for calculating building volume: CFM( 50) Building Volume ACH(50) O Retrieved from architectural plans ASS ( Mechanical Ventilation is not required) Q-1c6de software calculated PASS ( with Mechanical Ventilation) O field measured and calculated 1-1 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 parry conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, back draft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3. Interior doors, if installed at the time of the test, shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. S. Heating and cooling systems, if installed at the time of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the test, shall be fully open. Testing Company Company Name: 15 LightVears, Inc Phone: (855)438-1515 I hereby verify that the above Air Leakage res is are in accordance with the 2017 6th Edition Florida Building Code Energy Conservation requirements a to the comp i e method selected above. Signature of Tester: Date of Test: 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 #: 4. 7 Job Information Builder:Q,e S Community: r j (" \ Lot: 3 Address: 3g,5; Unit: City: 3-Ar -Cj State: Zip: Duct Leakage Test Results System 1 55 cfm25 System 2 cfm25 System 3 cfm25 um of any dditional 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 ( ) []NO (%6.3) D' Poerformance / ERI Method cfm25 (out or Total) To qualify using this method, Qn must not be greater than the S + 02-4:0elJ= 40.000n proposed duct leakage Qn specified on Form R405-2017 or R406-2017. Total of all Total Conditioned Leakage T s ecf ied on Form R405-2017 systems Square Footage g Ype selected on Form Qn P i R405- 2017 (Energy Calc) or R406-2017 (Energy Calc) or R406-2017 ASS o •03 Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC380 by either individuals as defined in Section 553. 993(5) or (7). Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(0, (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 t ance method selected above. Signature of Tester: Date of Test: Printed Name of Tester: Aaron Overholt License/ Certification #: 2DNAB7 Issuing Authority: RFANFT Copy of License / Certificate of the tester must be attached) a LL W z N W ce Certificate of Achievement THIS ACKNOWLEDGES THAT Aaron Overholt HAS MET THE STANDARD REQUIRED BY RESNET, AS A CERTIFIED RATING FIELD INSPECTOR R F I # 2GNAB7 Certification Date: 08/07/2018 Certification Expires: 08/07/2021 2 Tim Smith, RESNET Quality Assurance Designee 15 ears RESNET QA Provider # (1998-199)