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Home My WebLink About2325 Blue Grouse Ln 18-2909 (A) NEW SFH5 Building & Fire Prevention Division 3ORD4PERMITAPPLICATION FIRE DEPARTMENT" BY: __--------- Application No: l9 vc7 Documented Construction Value: $ ZIL4 (031 u"(Job Address: // 232S&(VJE iiE Historic District: Yes No a I Parcel ID: 17-20-31-502-0000- Q 0 Residentialy 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: 6 Street: 5200 Vineland Rd STE 100 Resident of property? City, State Zip: Orlando FL 32811 g I Contractor Information Name VISHAAL S GUPTA - PARK SQUARE HOMES Phone: 407-5293100 + 5200 Vineland Rd STE 100Street: Fax: City, State Zip: Orlando FL 32811 State License No.: CRC1330351 Architect/Engineer Information ; d Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: N/A Mortgage Lender: N/A Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICEOF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 61 Edition (2017) Florida Building Code Revised: January 1, 2018 L__ . _-_ _.... ._ . Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. l Signature of Owner/Agent I Dat VISHAAL S GUPTA Print Owner/Agent's Name Signature otary-State,of Florida Date WX11;,;u Ily CO MISSI' 209108 EXPIRES: June 27, 2019 A 1qu9udy:t Nntar r Sen?ces ArFOF f1- Owner/Agent is YES Personally Known to Me or Produced ID N/A Type of ID Signature of ontractor/Agent Do to VISHAAL S GUPTA Print Contractor/Agent's Name Signature of N ry-State or`Flo`rda e YP ik1t,• D. µy COWISSION # Ff 209108 EXPIRES: June 27, 2019 Contractor/Agent is YES Personally Known to Me or Produced ID N/A Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building_] Electrical o Mechanical [g PlumbingR Gas Roof Construction Type: V Occupancy Use: (Z 3 Flood Zone: Total Sq Ft of Bldg: Z Min. Occupancy Load: # of Stories: New Construction: Electric # of Amps / O Fire Sprinkler Permit: Yes No e# of Heads APPROVALS: ZONING: $ j5 if UTILITIES: ENGINEERING:.M kC 7 - T- l 4b FIRE: COMMENTS: Ok to construct single family home with setbacks and impervious area shown on plan. y2.7 '10 'mP- tc((06 Nlarga e l k -- G , GrL Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: 5C 8 •a 1 1 Revised: January 1, 2018 Permit Application CITY Of R. T Building & Fire Prevention Division 1' OFJ3 PERMIT APPLICATION FIRE DEPARTMENT Application No: /. Documented Construction Value: $ r Job Address: 232 ' Q JC / Historic District: Yes F]Nowl 17-20-31-502-0000- 0 % 0ParcelID: _ _ _ Residential Commercial Type of: Work: New Addition Alteration a Repair F];Demo E] Change'of UseE]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 AFL 32811 Contractor Information Name VISHAAL S GUPTA PARK SQUARE HOMES phone: 407-5293100 Street: 5200 Vineland Rd STE 100 Fax: City, State Zip: Orlando FL 32811 State License No.: CRC1330351 Name: Street: City, St, Zip: Bonding Company: N/A Address: ArchiteOffingineer Information Phone: Fax: I E-mail: Mortgage Lender: N/A Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TQ YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN. ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT Application is hereby' made to obtain a permit to do the work and installations as indicated. I- certify that;no work or installation has commenced' prior to .the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction..I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters,tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6t1 Edition (2017) Florida Building Code Revised: January 1, 2018 , Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be 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. d,L 412du- Signature of Owner/Agent I Dat VISHAAL S GUPTA Print Owner/Agent's Name y Signature otary-Siate,of Florida Date 49P`( ,;''"L;,E+ MCOMM SsI F W08 y * p( pIRES: June 27, 2019 N smmlwusud f, t;nlaN S;:tiice> 4kOF Fe Owner/ Agent is YES Personally Known to Me or Produced ID N/A Type of ID Z" t Signature of ontractor/Agent D to VISHAAL S GUPTA Print Contractor/Agent's Name Signature ofN ry-State of'Fldnda D. A. e r vv 4P * MY COMMISSION # FF 209108 EXPIRES: June 27, 2019 4qFP etNoWN SiiYtces Contractor/ Agent is YES Personally Known to Me or Produced ID N/A Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps, Flood Zone: of Stories: Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: / r%'I/ WASTEWATER: ENGINEERING: COMMENTS: FIRE: BUILDING: Revised: January 1, 2018 1Permit Application COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER:° 181000.06 BUILDING APPLICATION #: 18-10000670 BUILDING PERMIT NUMBER: 18-10000670 DATE: August 06, 2018 UNIT ADDRESS: BLUE GROUSE LANE 2325 17-20-31-502-0000-0560. TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNGt SUF: PARCEL: 2SUBDIVISION: TRACT: 0( PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: PARK SQUARE ENTERPRISES ADDRESS: 5200'VINELAND RD STE 200 ORLANDO FL 32811 LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 2325 BLUE GROUSE LANE / WYNDHAM PRESERVE SFR FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS -ARTERIALS CO -WIDE ORD Single Familyy Housing 705.00 1.000 dwl unit ROADS -COLLECTORS N/A Single Family Housing 00 1.000 dwl unitFIRERESCUEN/A LIBRARY CO -WIDE ORD Single Family Housing 54..00 1.000 dwl unit SCHOOLS CO -WIDE ORD Single Family Housing 9,000.00 1.000 dwl unit PARKS N/A LAW ENFORCE N/A DRAINAGE N/A AMOUNT DUE PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. 705.00 00 00 54.00 9,000.00 00 00 00 9,759.00 PERSONS.ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE DATE.ABOVE, BUT NO LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, ;OR REQUESTED, FROM THE.BUSINESS OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE A,-ti21,41 Grant Maloy, Clerk Of The Circuit Court & Comptroller Seminole County, FL Inst #2018088961 Book:9183 Page:1990; (1 PAGES) RCD: 8/6/2018 1:04:36 PM REC FEE $10.00 Parcel ID Number: 17-20-31-502-0000-0$)& 0 CERTIFIED CO3PY GR.IAW MALOY ., Prepared By Daphne Clark CLERK OF THE CIRCUIT Couj? and Pazk Square Homes AND C0N4PTP.()LI,- R SEMIN0LE CC'UReturnTo: 5200 Vineland Road, Suite 200 FY, EL0 Orlando, F132811 BY r.R 0ate E PUTY CLERK NOTICE OF COMMENCEMENT. p State of Florida. ^ County of, Slmknk Permit Number : ("`---" O v The undersigned hereby gives notice that improvements will be made to certain real and in accordance with Chapterproperty, ter 713P Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of Property: LOT Sk Legal Description: WYNDHAM PRESERVE, according to the plat thereof, as recorded in Plat Book 81, Page 93-102(,of the public records of Seminole County, Florida. Address : ? i— ! D_ , Sanford F132773 2. General Description of Improvements: New Single Family Home 3. Owner Information : Name Park Square Enterprises LLC Address 5200 Vineland Road, Suite 200, Orlando, F132811 Telephone (407) 529-3000 4. Fee Simple Title Holder: N.A. 5. Contractor Name and Address: Name Park Square Homes Address 5200 Vineland Road, Suite 200, Orlando, F132811 Telephone (407) 529-3000 6. Surety: N.A. 7. Lender: Name Fifth Third Bank Address 5050 Kingsley Dr. MD: 1M0C3J Cincinnati, OH 45227 8. Persons within the State of Florida designated by the Owner upon whom notices or other documents maybe served as provides by 713.13(l)(a)7., Florida Statutes: N.A 9. In addition to himself, Owner designates -the following to receive a copy of the Lienor's Notice as provided in 713.13(1)(b), Florida Statutes. N.A. 10. Expiration date of notice of commencement: One year from the date of recording. WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 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: f/ Signature of Owner's Agent: V / Vishaal Gupta Executive Vice President, Park Square Enterprises LLC Sworn to and subscribed before me this day by Vishaai Gupta who is personally known to me and dd•not produce ID. Notary Public ,``"'• *l\ 0, Daphne Clark My commission expires: 6/27/19 Serial No. FF209108 /ot Signature: Notary seal: Name: Daphne Clark Firm: Park Square Homes Address: 5200 Vineland Road, Suite 200 City: Orlando State: FL Zip Code: 32811 Phone: 407-257-6940 Fax: Email: parksquare@permitspermitspermits.com Property Address: 2325 Blue Grouse Lane Property Owner: Park Square Enterprises, LLC Parcel identification Number: 17-20-31-502-0000-0560 Phone Number: 407-529-3000 Email: The reason for the flood plain determination is: Q 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: NSA Datum: N/A FIRM Panel Number: 120294 009O 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: FEW floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone•`A', the best available information used to determine the base flood elevation is: BP# 18-2909 Reviewed by: Michael Cash, CFM Date: July 9, 2018 CITY OF Application for Right -of -Way S ORD Utilization Permit PLANNING & DEVELOPMENT 300 North Park Avenue, Sanford, Florida 32771 SERVI[ES DEPARTMENT Phone: 407.688.5140 Fax:, 407.688.5141 This permit authorizes work done in the City of Sanford's right-of-way in accordance with the City's regulations and the attached construction plans approved as partof this permit. It does not approve any work within any other jurisdiction's right-of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the size and location of the existing right-of-way and use shall be provided or application could be delayed. Project Location/Address: Aerial installation Underground Utilities El Small Cell/Wireless Other ( describe): Brief Description of Work: Schedule of Work Directional Bore Roadway open cut -single lane rl Co -location Jack & Bore Roadway open cut —multi lane n . New pole DRIVEWAY FOR NEW SINGLE FAMILY HOME WYNDHAM PRESERVE LOT # Start Date: Completion Date: Emergency Repairs - Reason: Excavation Information: Total Length (Feet) # Open Roadway Cuts: Aerial Info: Length (Feet) # of Poles (Existing) This Application is submitted by: Signature: Print Name: VISHAAL S GUPTA Firm/ Company: VISHAAL S GUPTA - PARK SQUARE HOMES Address: 5200 Vineland Rd., Phone: 407-257-6940 Date: New) STE 100, Orlando FL 32811 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 foil ing email address: michael.cash@sanfordfl.gov I have read and understan ve st ent and by signing this application I a ree to its terms. Signature: Date: O//5;7 Application No: Fee: Date: Reviewed: Public Works Date: Utilities Date: Engineering Date: Inspected By: Date: Conditions*: SCPA Parcel View: 17-20-31-502-0000-0560 http://parceldetail.scpafl.org/ParcelDetaillnfo.aspx?PID=1720315020... i Property Record Card P Parcel: 17-20-31-502-0000-0560 scw+aEcas+rv,Fuoaw Property Address: 2325 BLUE GROUSE LN SANFORD, FL 32773 Parcel Information Parcel 17-20-31-502-0000-0560 Owner(s) PARK SQUARE ENTERPRISES LLC Property Address 2325 BLUE GROUSE LN SANFORD, FL 32773 Mailing 5200 VINELAND RD STE 100 ORLANDO, FL 32811-7658 Subdivision Name WYNDHAM PRESERVE Tax District Si-SANFORD DOR Use Code 00-VACANT RESIDENTIAL Exemptions 75 60.18 60,18 60 5556 N 57 N) 58 CT1 rn w 75 60 60 60 Seminole County GIS' 2018 Working 2017 Certified Values Values Valuation Method CostlMarket Cost/Market Number of Buildings o 0 Depreciated Bldg Value .' Depreciated EXFT Value Land Value (Market) 51,000 j $14,000 Land Value Ag Just/MarketValue" j $51,000 1 $14,000 Portability Adj Save Our Homes Adj 0 l 0 Amendment 1 Adj 0 0 P&G Adj 0 - -- — - — 0 Assessed Value — 51_000 14,000 Tax Amount without SOH: $266.58 2017 Tax Bill Amount $266.58 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Legal Description LOT 56 11 WYNDHAM PRESERVE PB 81 PGS 93-102 Taxes - - - - - ------- Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund j $51,000 i $0 } $51,000 Schools $51.000 j $0 ; $51,000 City Sanford $51,000 I $0 $51,000 SJWM(Saint Johns Water Management) $51,000 I $0 . $51,000 County Bonds $51,000 i $0 , $51,000 c ro Description Date Book Page I Amount Qualified Vac/Imp SPECIAL WARRANTY DEED 8/112017 108965 j 0144 3,588,000 No Vacant Find Comparable Sales4-- ------------] Land Method Frontage Depth Units Units PriceLand Value LOT 0.00 0.00 j 1 51,000.00 $51,000 Building Information Permits ----- - Permit # Description Agency Amount CO Date Permit Date No Permits I I w 1 of 2 6/28/2018, 12:00 PM SCPA Parcel View: 17-20-31-502-0000-0560 http://parceldetail.scpafl.org/Parce]Detailtnfo.aspx?PID=l 720315020... I P1A Property Record Card Parcel: 17-20-31-502-0000-0560 SEMNOWcourry RDREA Property Address: 2325 BLUE GROUSE LN SANFORD, FL 32773 Parcel Information Parcel Owner(s) 17-20-31-502-0000-0560 PARK SQUARE ENTERPRISES LLC Property Address 2325 BLUE GROUSE LN SANFORD, FL 32773 Mailing 5200 VINELAND RD STE 100 ORLANDO, FL 32811-7658 Subdivision Name WYNDHAM PRESERVE Tax District S1-SANFORD DOR Use Code 00-VACANT RESIDENTIAL Exemptions 75 60.18 6p.18 60 Uj 55 6 N 57 A 58 1— a)00 w 75 60 60 60 Seminole County GIS- Legal Description ---- - -- -----.-._.._.---- --- -- -- LOT56 _-_.,.---- --------------------- -- WYNDHAM PRESERVE PB 81 PGS 93-102 es Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 51,000 j 0 51,000 Schools 51,000 ' 0 i 51,000 City Sanford 51,000 0 51,000 SJWM(Saint Johns Water Management) 51,000 0 51,000 County Bonds 51,000 I 0 51,000 Sales - - ---- fs Description Date Book Page I Amount Qualified Vac/Imp SPECIAL WARRANTY DEED_ 8/1/2017 108965 0144 3,588,000 No i Vacant J Find Comparable Sales Land Method Frontage Depth Units Units Price Land Value LOT 0.00 0.00 1 $51,000.00 51,000 Building Information Permits ------ Permit # Description Agency Amount CO Date Pennit Date No Permits I I 1 of 2 6/28/2018, 12:00 PM REQUIRED INSPECTION SEQUENCE PARK SQUARE HOMES SFR-DETACHED Anrmil Address: BUILDING PERMIT Min Max Inspection Description 10 Form board / Foundation Survey 10 Slab / Mono Slab Prepour 20 Lintel / Tie Beam / Fill / Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 40 Roof Dry In 50 Frame 60 Insulation Rough In 70 Drywall / Sheetrock 40 70 Lath Inspection 50 1000 Final Roof 50 1000 Final Stucco / Siding 80 1000 Insulation Final 1000 Final Single Family Residence Min Max Inspection Description 10 Underground Electric 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final Rm5ffi"f£i a'1^ SR-F+s(.Yry F'SY7gFj 4Yyw I I i l f c'"sI?U1V B IN,,P FiRMIGT.:.4...tP..^.s4i Min Max J t Vq4rINm1 .011,$& L?.,.v.+....wja':r3:,. Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final IVIE CHAN!ICAL3PERIVIIT Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final fe REVISED: June 2014 UES Project No: 0110.1700817.0000UNIVERSALWorkorderNo: 9409892-1 ENGINEERING SCIENCES Report Date: 10/04/2018 Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services Materials Testing • Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review 3532 Maggie Blvd, Orlando, FL 32811 - P: 407.423.0504 - F: 407.423.3106 Client: Park Square Homes LIES Technician Sammie Edwards 5200 Vineland Road, Suite 200 Date Tested 10/03/2018 Orlando, FL 32811 Project: Wyndham Preserve, House Lot Testing East Lake Mary Boulevard & Brisson Avenue South, Sanford, Seminole County, FL 32773 Type of Test: Area Tested: 2325 Blue Grouse Lane (Lot 56) Field: ASTM D-2937 Drive Cylinder Method Material: Native Laboratory: ASTM D1557 Modified Proctor Reference Datum: 0 = Bottom of Footing Hand Auger Borings: Location of Auger Borings: Center of Pad Was Building Pad Staked: Y Depth of Watertable Below Grade: N/A Borings Terminated 2 Feet into Native Ground? N Number of Locations: 1. Depth of Each Boring: 7.00 Unsuitable Soils: Were unsuitable soils encountered: N Samples Obtained: N General Description of Soils Encountered: 0-3' Brown Sand; 3-7' Brown/Tan/Gray Sand Laboratory Test Results: Organic Content; N/A Moisture Content: N/A Should Material be Removed: N/A In -Place Density Test Report The tasts below meet the 95% minimum compaction requirement. Titst No. Location of Test Range Maximum Density pcf) Optimum Moisture Field Dry Density pcf) Field Moisture Soil Compaction Pass or Fail I North Footing 0-1 ft 106.8 10.6 107.5 6.0 101 Pass i' South Footing 1-2 ft 106.8 10.6 103.3 6.5 97 Pass East Footing 1-2 ft 106.8 10.6 105.7 5.2 99 Pass I South East Corner of Pad (TOF) 1-2 ft 106.8 10.6 108.6 5.9 102 Pass Ei Center of Pad (TOF) 2-3 ft 106.8 10.6 106.6 4.3 100 Pass Remarks TOF= Top Of Fill To establish a mutual protection to Universal's clients, the Public and ourselves, all reports are submitted as confidential property of our clients and authorization for publication of statements, conclusions or extracts from or regarding Universal's reports is reserved pending our written approval. Page 1 DESCRIPTION AS FURNISHED: Lot 56, WYNDHAIW PRESERVE, as recorded in Plot Book 81, Pages 93 through 102 of the Public Records of Seminole County, Florida. BOUNDARY FOR/CERTIFIED TO: Park Square Enterprises, LLC (a Delaware Corporation); Winderweedle, Haines, Ward & Woodman, PA; Attorneys' Title Insurance Fund; Bank of America REMAINDER OF LOT 4 PALMERS SUBDIVISION PLAT BOOK 2, PAGE 41 B.B.) N 89°51 '11 " E 60.00' p 10' FENCE ESMT. yG, 26.95' 26.89' LOT 56 1' 10.00' T r'y 22. o 0pE 17. 3• 10. 00" I ryg0pi to FORMBOARD FOUNDATION ,.,, TOF= TOP OF . I"° FORM VT LOT 55 LOT 57 O o -FORM AVERAGE CCS 9 10.00' 15. 310, 00E •' 7 190pF 1 29. 49' 27. 23' 25.76' 10' UTIL. ESMT. ry 6 P. I. 60. 16' o----'------------ 3 85°18'05" yy 60. 18 7 7 SE? BACKS A5 FURNISHEDFRONT BLUECROUSELAYVE25REAR = 20' PRIVATE R/W VARIES) S10E = 5' (40' LOT) T 5' (60' LOT) 10' ( 75' LOT) STREET = 25' (60' & 75' LOT) 0 19 ry SO a jSZOF. 15' (40' LOT)Oda 1 !•) 25' FRONT SETBACK CAN BE REDUCED G j TO 20' ON CERTAIN LOTS. NO MORE THAN If ( 2) IN SUCCESSION AT 20' AND A MINIMUM PLOT PLAN AREA CALCULATIONS OF ( 2) IN SUCCESSION AT 25' TOTAL LOT AREA 7061 t SQUARE FEET PROPOSED = FWSHED SPOT GRADE ELEVATIONS FLATWORK ON/OFF LOT = TOTAL t SQUARE FEET FLATWORK PER DRAINAGE PLANS G DRIVE 425/ 190= 615, SQUARE FEET FOUNDATION/PAD 2359 t SQUARE FEET PROPOSED DRAINAGE FLOW p WALKS 28/301= J29 t SQUARE FELT REAR PATIO 93 t SQUARE FEET 4.\ Q pg0O GRADING TYPE A MOD -F p Y le FRONT PORCH DECK 104 t SQUARE FEET SOD 40421251 = 4293 3 SQUARE FEET POOL DECK 0 t SQUARE FEET iROPOSED F.F. PER PLANS = 29.6' NOTE., FRONT SIDEWALK AND STREET LOCATION TAKEN FROM PLANS PRONDEO BY CLIENT • NOT FIELD VERIFIED CRUSE1Vff YER—SCOTT do ASSOC, INC. — JIAND SURVEYORS y, EGENB - LEGDND - Pixy NOG. • POINT ON LINE 5400 E. COLONIAL DR. ORLANDO, FL.. 32807 (407)-277-3232 FAX (407)-658- 1436 FIELD TTP. • TYPICAL f. IRIW PIPE PR[. • M. OF REVERSE CURYATURC ROD• POINT OF 11HPI CIJNATUAE RLD1. THE UNDERSIGNED 000 HEREBY Cf)?T THAT THIS SURVEY MEETS THE STANDVTDS OF PRACTICE SET FORM 6Y THE FLORIN 8WV OF AL. PYRRAD. • L—ETENOWNENTRADIALL. •/ALB A5% NR .. • I UAL PROFESSNNAL SURVERMS AND KIPPERS IN CH FRER W-17 FLORIDA ADMINISTRATRT CODE PURSUANT TO SEG4.ON 472.027, FLORIDA SF RUES 2. UNLESS CMBOSSED SURVEYOR'S SIGNATURE AND O f. SEAL, T1TI5 SURVEY MAP OR COPIES ARE NOT VALID. RECOVERED V, P. ITHCS, PLANT REP D TO S. iHTSSUREYWASPREPMEDFROM7TTLEWFORMARONFURNISHEDTOTHESURVEYOR. MERE WY BE OTHER RCSTRICTIONS FURNISHED C.CLSSF,O,P.. PONT OF BEGINNING LALC. : CACCU.ATED a P.D[. PDBIT DF CDNNENCL'J4NT P.R.N. PCRNANENT REFERENCE NON I NT NAD NA i EN LDt N F.F. slRofrEw icr 9AC L UA! T OR EASEMENTS THAT AFFECT THIS PROPERTY. 4 NO UNOEROROUND WPROYEMENTS HAYS BEEN LOCATED UNLESS OTHERWISE SHOWN. S. THIS 6URVEY IS PREPARED FOR /HE SVIE BENEFIT OF }NOSE CERRFIED TO AND SHOULD NOT OE RELIED UPON 61 — OMER ENIITI. RIGNI-DF- vnr aN EASi3O as61SEBEARTNG 1H 6. DIMEN90NS SHOWN FOR !HE LOCATpN Of NPROKWENTS HEREON SHOULD NOT BE USED TO RECOHSIRUCT BCUNOARf' ONES. 7. BEARINGS, ARE BASED ASSUMED 6ATT/l1 AND ON THE LINE SHOWN AS BASE BEARRTO (aa) U a UTY-r UT! lit° • CHAIN 11. 1 FENCE B. L12YAT10N5, IF SHOWN, ARE BUSED ON NA710NAL GEODETIC VER1 DATUAT OF 1929, UNLESS OTHERWISE NOrEO. 9, CERRFICATE OF AUINOMZA7TDN 01, 4596. ' VDDp FFNCE LIINCI OF BLOCK PG:NTOFCUNCrNCYSCALEA— 7' - 20' --1 ORAWN BY: ••• r.i? = POINT DF TANGCNLY s«c = ucscRIPTTDN CERTIFIED BY: DATE ORDER Na. IRyAp1 LENcn1 PLOT PLAN 05-31-2018 3498- 13 n Dap NDRp BEARINGNORTH FORMBOARD FOUNDATION/ ELEVS. 09-29-20fB 6654—IS THIS BUILDING\ PROPERTY DOES NOT LIE WITHINTHE ESTABLISHED 100YEARFLOODPLANEASPER 'FIRM' JATOMMES X W. GRUSENMEYER, R.L.S. 4714 SCOTT, R.L.S / 4807 70JF 'x' MAP j 121 T 7C0090 F (09-28-07) CITY OF SA1.4 FOR P KLY E N T I0 N- PC-00y'll APPLICATIbiqF)" ation W Zvi IIS'LlI ctioli Vuc. at..; IS, J ict oHi,s6aric DisnJob'Address: LL D P,i r ulID:: oiivin-ero2l F Ad"d 'onf:] A! tef"itioaO tzq).ii, F TP, 0 C[Iftll 2e(r I , 0 -C, 0IL N I of b 10' 1 S trec, rl' Z2 Lip: C i -Pv, S 1 Z I A: 7-It P. V Vx L'Ntr,.I.'Z7',Z.- it '77 2te42N L c dic i L v), C C!" C. A ot P, I- t (7. 1 DUVI,.ACRE') I' ll v- -1 N! T N IA I-: S 0 U.'' rc`(- MA),J). A NT, I N, G., GE, I -na v b-o o:-, tf-i 1,C) 0, t in Ln f..ulbk- f2,cc.-ds b,( fc I il,,!: 1>', fTl 1i;;.11". J kvi I fl]]Cli 1'v j' AS 0- r F* T-, ra.t FS C. 1Civ0S,2 1 -1,6:- d r r, 3 v I-) 111, C- x P12 vi 0 cl1-!.-E,;: ",ndl v,'Jil b a- C, I s u. b,; -n, 1 consm!:-io- -val' %vill b. F{,: I cc V., i. Ul Z, I C t:tiiv"ttat 41 of tF toL 21-tlol 15 2CCU]"llie, Vi-oij 1 1" 1hr' J 2 L he domelhi milpli,,Ince with a11.,,.Ipplicable L, [..Iti Clyli.t,ruttls)il OR OFF t ON" El Oc'c: zib-' nc\: L ;c: co, H k-,— 0 x kECOP,D COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 056 Margate II C LHG Alt MBth - N Builder Name: Park Square Homes BU/4,0 Street: 2325 Blue Grouse Lane Permit Office: City of Sanford C9q/yPCity, State, Zip: Sanford , FL , Permit Number: # 1 8 A 7 O 1 Owner: Park Square Homes Jurisdiction: 691500 c7 Design Location: FL, Orlando County: Seminole (Florida Climate Zone . R 1. New construction or existing New (From Plans) 9. Wall Types (1866.7 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 ' 1596.00 ft2 b. Frame - Wood, Adjacent R=11.0 270.67 ft2 3. Number of units, if multiple family 1 c: N/A R= ft2 4. Number of Bedrooms 3 d. N/A R= ft2 10. Ceiling Types (1966.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1966.00 ft2 6. Conditioned floor area above grade (ft2) 1966 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. R= ft2 11. Ducts R ft2 7. Windows(252.9 sqft.) Description Area a. Sup: Attic, Ret:-Main, AH: Main 6 393.2 a. U-Factor. Dbl, U=0.55 131.56 ft2 SHGC: SHGC=0.22 b. U-Factor: Dbl, U=0.58 96.00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.25 a. Central Unit 28.6 SEER:16.00 c. U-Factor: Dbl, U=0.54 25.33 ft2 SHGC: SHGC=0.25 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 27.8 HSPF:9.00 SHGC: Area Weighted Average Overhang Depth: 3.473 ft. Area Weighted 'Average SHGC: 0.234 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (1966.0 sqft.) Insulation Area EF: 0.900 a. Slab -On -Grade Edge Insulation R=0.0 1966.00 ft2 b. Conservation features b. N/A R= ft2 None c. N/A R= ft2 15. Credits Pstat Total Proposed Modified Loads: 56.51 Glass/ Floor Area: 0.129PASS Total Baseline Loads: 58.70 I hereby certify that the plans and specifications covered by Review of the plans and CHITgT this calculation are incompliance with the Florida Energy specifications covered by this Code. Digitally signed by Luis Morales Luis Morales: Q2te:2018.06.1414:29:45 calculation indicates compliances, Energy Code. withtheFloridaPREPARED BY: 6400 Before construction is completed DATE: this building will be inspected for compliance with Section 553.908 M. y hereby certify that this building, as desi ned, is in compliance Florida Statutes. j GOd7 withtheFloridaEnergyCode. WE OWNFIR/ Al4w.e. BUILDING OF DATE: DATE: Compliand 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 Qn 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 Qn for whole house. 6/ 14/2018 2:26 PM EnergyGaugeO USA Section R405.4.1 Compliant Software Page 1 of 4 J Pr)PR I PAnr,_7n17 IAIPI IT CIIMMAPV rW1=r1<I IAT RFP()PT PROJECT Title: Building Type: Owner Name: of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: Lot 056 Margate II C LHG Alt Bedrooms: 3 User Conditioned Area: 1966 Park Square Homes Total Stories: 1 1 Worst Case: No Park Square Homes Rotate Angle: 270 City of Sanford Cross Ventilation: No 691500, Whole House Fan: No Single-family New (From Plans) Address Type: Street Address Lot # 56 Block/Subdivision: WP PlatBook: Street: 2325 Blue Grouse Lane County: Seminole City, State, Zip: Sanford , FL , CLIMATE V Design Location Design Temp TMY Site 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Orlando FL_ORLANDO_INTL_AR 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Block1 1966 18283.8 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 1966 18283.8 Yes 4 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 171 ft 0 1966 ft2 0.29 0 0.71 ROOF V # Type Roof Gable Roof Materials Area Area Color Solar Absor. SA Emitt Emitt Deck Tested Tested Insul. Pitch deg) 1 Hip Composition shingles 2199 ft2 0 ft2 Dark 0.9 N 0.9 No 0 26.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1966 ft2 N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 Blown 1966 ft2 0.1 Wood 6/14/2018 2:26 PM EnergyGauge® USA Section R405.4.1 Compliant Software Page 2 of 4 FORM R40S-9017 INPUT .SUMMARY CHECKLIST RFPORT WALLS Adjacent Cavity Width Height Sheathing Framing Solar BelowAZ-4-Ornt To Wall Type Space R-Value Ft In Ft In Area RLValue-Fraction-Absor_--Grad 1 N=>W Exterior Concrete Block - Int Insul Main 4.1 60 0 9 4 560.0 ft2 0 0 0.8 0 2 E=>N Exterior Concrete Block - Int Insul Main 4.1 21 6 9 4 200.7 ft2 0 0 0.8 0 3 S=>E Exterior Concrete Block - Int Insul Main 4.1 49 6 9 4 462.0 ft2 0 0 0.8 0 4 W=>S Exterior Concrete Block - Int Insul Main 4.1 40 0 9 4 373.3 ft2 0 0 0.8 0 5 SW Garage Frame - Wood Main 11 29 0 9 4 270.7 ft' 0 0.25 0.8 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 E=>N Insulated Main None 39 3 8 24 ft' 2 -=>SW Wood Main None 39 2 8 6 8 17.8 ft2 WINDOWS Orientation shown is the entered orientation => changed to As Built rotated 270 degrees). Wall Overhang Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 N=>W 1 Metal Low-E Double Yes 0.55 0.22 N 32.9 ft2 1 ft 0 in 1 ft 4 in Drapes/blinds None 2 E=>N 2 Metal Low-E Double Yes 0.54 0.25 N 9.3 ft2 9 It 8 in 1 ft 0 in None None 3 E=>N 2 Metal Low-E Double Yes 0.55 0.22 N 16.4 ft2 1 ft 0 in 1 ft 4 in Drapes/blinds None 4 E=>N 2 Metal Low-E Double Yes 0.55 0.22 N 16.4 ft2 4 ft 11 in 4 ft 0 in Drapes/blinds None 5 S=>E 3 Metal Low-E Double Yes 0.55 0.22 N 32.9 ft2 1 ft 0 in 1 ft 4 in Drapes/blinds None 6 S=>E 3 Metal . Low-E Double Yes 0.54 0.25 N 16.0 ft' 1 It 0 in 1 ft 4 in Drapes/blinds None 7 W=>S 4 Metal Low-E Double Yes 0.55 0.22 N 32.9 ft2 1 ft 0 in 1 ft 4 in Drapes/blinds None 8 W=>S 4 Metal Low-E Double Yes 0.58 0.25 N 96.0 ft2 6 ft 0 in 1 ft 4 in None None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation. 1 393 ft2 393 ft2 54 ft 9.3 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000414 2133.1 117.1 220.23 .3136 7 HEATING SYSTEM System Type Subtype Efficiency Capacity. Block Ducts 1 Electric Heat Pump/ Split HSPF:9 27.8 kBtu/hr 1 sys#1 6/14/2018 2:26 PM EnergyGaugeO USA Section R405.4.1 Compliant Software Page 3 of 4 C'nDKA nnnr_')n17 IAIPI IT CI111BIViAPV f_I-IF[_KI ICT PPPOPT COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 16 28.6 kBtu/hr 858 cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.9 50 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model Area Volume FEF None None ft2 DUCTS Supply ---- Return --- Air CFM 25 CFM25 HVAC # V # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 393.2 ft Main 98.3 ft2 Prop. Leak Free Main cfm 59.0 cfm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Coolingjj j Jan [[ ]Feb jj Mar Apr j j Ma [X] Jun [X] Jul jXj AugX] Se Oct Nov Dec HeatinjX Jan X] Feb jX Mar j j APr j j May [ ] Jun r ] Jul j j Aug Sep Oct X Nov Dec HVentin [ ] Jan [ ] Feb X Mar X] A r j Ma [ ] Jun [ ] Jul Au Se X] Oct X Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling ( WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling ( WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 .78 78 78 78 Heating ( WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating ( WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 MASS Mass Type Area Thickness Furniture Fraction Space Default 8 Ibs/s .ft. 0 ft2 0 ft 0.3 Main 6/ 14/2018 2:26 PM EnergyGauge® USA Section R405.4.1 Compliant Software Page 4 of 4 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: 2325 Blue Grouse Lane 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 enveld-om 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, beyond4he intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3. Interior doors, if installed at the time of the test, shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems, if installed at the time of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the test, shall be fully open. R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. R402.4.3 Fenestration air IeakagdNindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 L/s/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 L/s/m2),when tested according'to NFRC 400 or AAMA/ WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. 6/14/2018 2:26 PM EnergyGaugeO USA - FBC 6th Edition (2017) Compliant Software 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 L/s) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SECTION R403 SYSTEMS R403.1 Controls. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or 7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes, to be "substantially leak free" in accordance with Section R403.3.3. R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the manufc air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. 2. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41 °C) or below 55°F (13°C) shall be insulated to a minimum of R-3. R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory)Heated water circulation systems shall be in accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 6/14/2018 2:26 PM EnergyGauge® USA - FBC 6th Edition (2017) Compliant Software 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 haveEJheattrapsinstalledonboththeinletsandoutlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3'% inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies (Mandatory). El R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 140°F (38°C to 60°C). R403.5.6.1.2 Shut down. ' A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s)of combustion types of service water -heating systems to be turned off. O R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1. R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar water -heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole -house mechanical ventilation system fan efficacy. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. Residential buildings designed to be operated at a positive indoor pressure or for mechanical ventilation shall meet the following criteria: 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. 2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. 3. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10 otherwise. R403.7 Heating and cooling equipment (Mandatory). R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This Code does not allow designer safety factors, provisions for future expansion or other factors that affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment, shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM CFM) MINIMUM EFFICACY a CFM/WATT) AIRFLOW RATE MAXIMUIV CFM) Range hoods Any 2.8 cfm/watt ' Any In -line fan Any, 2.8 cfm/watt Any Bathroom, utility room 10 1.4 cfm/watt 90 Bathroom, utility room 90 2.8 cfm/watt Any For SI: 1 cfm = 28.3 L/min. 6/14/2018 2:26 PM a. When tested in accordance with HVI Standard 916 EnergyGauge® USA - FBC 6th Edition (2017) Compliant Software Page 3 of 5 i MANDATORY REQUIREMENTS - (Continued) R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer,.in attached single- and multiple -family units, the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1. R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7.1. R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. a 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 50oF (10°C), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40oF (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. a R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required. R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 6/14/2018 2:26 PM EnergyGauge® USA - FBC 6th Edition (2017) Compliant Software 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 (Mandatorfte energy consumption of electric -powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps. Exception: Low -voltage lighting. R404.1.1 Lighting equipment (Mandatory)Fuel gas lighting systems shall not have continuously burning pilot lights. 6/14/2018 2:26 PM EnergyGaugeO USA - FBC 6th Edition (2017) Compliant Software Page 5 of 5 2017 EPL DISPLAY CARD ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 96 The lower the Energy Performance Index, the more efficient the home. 1. New home or, addition 1. New (From Plans) 12. Ducts, location & insulation level a) Supply ducts R 6.0 2. Single-family or multiple -family 2. Single-family b) Return ducts R 6.0 c) AHU location Attic/Main 3. No. of units (if multiple -family) 3. 1 4. Number of bedrooms 4. 3 13. Cooling system: Capacity 28.6 a) Split system SEER 16.0 5. Is this a worst case? (yes/no) 5. No b) Single package SEER c) Ground/water source SEER/COP 6. Conditioned floor area (sq. ft.) 6. 1966 d) Room unit/PTAC EER e) Other 7. Windows, type and area a) U-factor:(weighted average) 7a. 0.560 b) Solar Heat Gain Coefficient (SHGC) 7b. 0.234 c) Area 7c. 252.9 8. Skylights a) U-factor:(weighted average) 8a. NA b) Solar Heat Gain Coefficient (SHGC) 8b. NA 9. Floor type, insulation level 14. Heating system: Capacity 27.8 a) Split system heat pump HSPF 9.0 b) Single package heat pump HSPF c) Electric resistance COP d) Gas furnace, natural gas AFUE e) Gas furnace, LPG AFUE f) Other a) Slab -on -grade (R-value) 9a. 0.0 b) Wood, raised (R-value) 9b. 15. Water heating system c) Concrete, raised (R-value) 9c. a) Electric resistance EF 0.90 b) Gas fired, natural gas EF 10. Wall type and insulation: c) Gas fired, LPG EF A. Exterior: d) Solar system with tank EF 1. Wood frame (Insulation R-value) 10A1. e) Dedicated heat pump with tank EF 2. Masonry (Insulation R-value) 10A2. 4.1 f) Heat recovery unit HeatRec% B. Adjacent: g) Other 1. Wood frame (Insulation R-value) 10131. 11.0 2. Masonry (Insulation R-value) 10132. 16. HVAC credits claimed (Performance Method) 11. Ceiling type and insulation level a) Ceiling fans a) Under attic 11a. 30.0 b) Cross ventilation No b) Single assembly 11b. c) Whole house fan No c) Knee walls/skylight walls 11 c. d) Multizone cooling credit d) Radiant barrier installed 11d. No e) Multizone heating credit f) Programmable thermostat Yes Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT I certify that this home has complied with the Florida Building Code, Energy Conservation, through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL display card will be completed based on installed code compliant features. Builder Signature: Date: Address of New Home: 2325 Blue Grouse Lane City/FL Zip: Sanford FL 6/14/2018 2:26:30 PM EnergyGaugeO USA 6.0.02 - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 For: Park Square Homes 2325 Blue Grouse Lane, Sanford, FL Notes: Weather: Orlando ExecutiveAP, FL, US Winter Design Conditions Summer Design Conditions Outside db 44 °F Outside db 93 °F Inside db 68 °F Inside db 75 °F Design TD 24 °F Design TD 18 °F Daily range L Relative humidity 50 % Moisture difference 44 grAb Heating Summary Structure 17147 Btuh Ducts 3418 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 20565 Btuh Infiltration Method Simplified Construction quality Semi -tight Fireplaces 0 Heatingg Coling Area (fF) 1973 1973 Volume (ft3) 18347 18347 Airchanges/hour 0.26 0.14 Equiv. AVF (cfrn) 80 43 Heating Equipment Summary Make Trane Trade TRANE Model 4TWR603OH1 AHRI ref 7562380 Efficiency 9 HSPF Heating input Heating output 27800 Btuh @ 47°F Temperature rise 27 F Actual air flow 953 cfm Air flow factor 0.046 cfm/Btuh Static pressure 0.50 in H2O Space thermostat Capacity balance point = 36 °F Backup: n/a n/a Input = 0 kW, Output = 0 Btuh, 100 AFUE Sensible Cooling Equipment Load Sizing Structure 19497 Btuh Ducts 3996 Btuh Central vent (0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data n Rate/swing multiplier 0.98 Equipment sensible load 22929 Btuh Latent Cooling Equipment Load Sizing Structure 2267 Btuh Duds 857 Btuh Central vent (0 cfm) 0 Btuh none) Equipment latent load 3124 Btuh Equipment Total Load (Sen+Lat) 26053 Btuh Req. total capacity at 0.75 SHR 2.5 ton Cooling Equipment Summary Make Trane Trade TRANE Cond 4TWR603OH1 Coil TEM6AOB3OH21++TDR AHRI ref 7562380 Efficiency 13.0 EER, 16 SEER Sensible cooling 21450 Btuh Latent cooling 7150 Btuh Total cooling 28600 Btuh Actual airflow 953 cfm Airflowfactor 0.041 cfm/Btuh Static pressure 0.50 in H2O Load sensible heat ratio 0.88 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrightsoft 2018-Jun-1414:20:30 Right -Suite® Universal 2018 18.0.20 RSU16793 Page 1 ACC: ...t 056\Lot 056 Margate 11 C LHG At MBth - N.rup Calc = MJ8 House faces: N t wrightsoft° Right-J® Worksheet Job: LotMargate 11 C LHG AIt M Entire House date: 6/14120184/2018 By MC/LM/BP/LM t One Stop Cooling and Heating Plan: LHG 7225 Sandscove Court, Suite 1, WSnter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.OneStopCooling.com License: CAC032444 1 Room name Entire House MBED 2 Exposed wall 171.0 It 22.0 ft 3 Room height 9.3 ft d 9.3 ft heat/cool 4 Room dimensions 1.0 x 225.9 ft 5 Room area 1972.8 fll 225.9 flz Ty Construction U-value Or HTM Area (ft') Load Area Load number BtuhA2--°F) Btuh/r or perimeter ft) Btuh) or perimeter ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 VV 13A4ocs, 0.143 ne 3.40 2.85 558 525 1788 1499 56 56 190 159' LLLLG4A5-2om 0.550 ne 13.09 22.45 33 0 428 734 0 OII 0 0 W 13A4as 0.143 se 3.40 2.85 200 134 456 382 0 0 0 0 4A5-2om 0.540 se 12.85 14.73 9 19 120 138 0 0 0 0 11 4A5-2om 0.550 se 13.09 22.34 16 2 214 365 0 0 0 0 4A5-tom 0.550 se 13.09 15.59 16 25 214 255 0 0 0 0 11DO 0.390 se 9.28 12.15 24 24 223 292 0 0 0 0 I--- GWt-- 13A466 413 1206 401 1379 00G4BS2frn0540siv12.85 0 0 13A-4ocs 0.143 nw 3.40 2.85 372 243 828 694 149 116 395 331 4A5-2om 0.550 nw 13.09 22.45 33 0 428 734 33 0 428 734 4A5-2omd 0.580 nw 13.80 27.24 96 0 1325 2615 0 0 0 0 Ij 12C-Osw 0.091 2.17 1.48 270 252 545 372 0 0 0 0. L--D 11 DO 0,390 n 9.28 12.15 18 18 166 217 0 0 0 0 C 16B-30ad 0.032 0.76 1.75 1973 1973 1502 3450 226 226 172 395 F 22A cpm 1180 28 08 0.00 1973 171 4802 0 226 22 618 0. 6 c)AED excursion 893 174 Envelope loss/gain 15074 149221 1803 1793 12 a) Infiltration 2073 825 267 106 b) Room ventilation 0 0 0 0 13 Internal gain& Occupants@ 230 5 1150 2 460 Appliances/other 2600 0 Subtotal (lines 6 to 13) 17147 19497 2069 2359 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 17147 19497 2069 2359 15 Dud loads 20% 20% 3418 3996 20% 20% 413 484 Total room load 20565 23493 2482 2843 Air required (dim) 953 953 115 115 Calculations aooroved bvACCA to meet all requirements of Manual J 8th Ed P}&- wrISA$-% fi "' 201 8-Jun-1 4 14:20:30 Right -Suite@ Universal 2018 18.0.20 RSU16793 Page 1 AGCA ._I056\Lo1056 Margate II C LHG At MBth - N.rup Calc = MJ8 House faces: N A i 056 rTr %4 ightsso t" Right-J® WorkSheet Job: Lot4/2018Margate lF C LHG Alt M... Entire House MC/L /BByMGLM/BP/LM One Stop Cooling and Heating Plan: LHIG 7225 Sandscove Court, Suite 1, \Ahnter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 - V\kb: vwn .0neSlopCooling.00m License: CAC032444 1 Room name MWIC1 MWC 2 Exposed wall 12.5 ft 3.5 ft 3 Room height 9.3 ft heat/cool 9.3 ft heat/cool 4 Room dimensions 6.0 x 6.5 ft 6.0 x 3.5 ft 5 Room area 39.0 W 21.D ft' Ty Construction U-value Or HTM Area (ft Load Area (ft?) . Load number Btuh/ft'--°F) Btuh/ft') or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat I Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 1;3A- CC 0.943 ne 3.40 286 b 0 0 0 0 0 0 4 tom 0.550 ne 13.09 22.45 0 0 0 , 0 0 0' W 4A5 1 3A flocs 0.143 se 3.40 2.85 0 0 0 0 D 0 0 0 4A5-2om 0.540 se 12.85 14.73 0 0 0 0.. 0 0 0 0 11 4A5-2om 0.550 se 13.09 22.34 0 D 0 0 0 0 0 0 4A5-2om 0.550 se 13.09 15.59 0 0 0 0 0, 0 0 0 11D0, 0.390 se 9.28 1215 0 0 0 0- 0 0 0 0 W 13A 66 0.143 sw 3.40 2 85 60 60 206 172 33 33 111 93 G sw 13.09 2234 q 0 0 0 0 0 00 4B5-2fm 0. 550 540 sw 1285 29.66 0 0 0 0 0 0 0' 0' W 13A-4ors 0.143 nw 3.40 2.85 56 56 190 159 0 0 0 0 4A5-2om 0.550 nw 13.09 22.45 0 0 0 0 0. 0 0 0 L-Gc 4A5-2omd 0.580 nw 13.80 27.24 D 0 0 0 0 0 0 0 F] 12C- sw 0091 217 1.46 0 0 0 0 0 0 0; 0 L-p 11D0"" 0390 n°:•s,,....9.28' 12.15' P 0 0 0 0 D t 0.... 0'` C 16&30ad 0.032 0.76 1.75 39 39 30 68 21 21 16 37 F 22A cpm '> 1.180 28.08,I O.00 f...,, ... 39 13 351 0 21 0' 6 c)AED excursion -22 _7 Envelopeloss/gain 776 378 225 123 12 a) Infiltration 152 60 42 17 b) Room ventilation 0 D 0 0 13 Internal gains: Occupants@ 230 0 0 0 0 Applianceslother 0 0 Subtotal (lines 6 to 13) 928 439 267 140 Less external load 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 928 439 267 140 15 Ductloads 20% 20% 185 90 20% 20% 53 29 Total room load 1113 528 321 168 Air required (cfm) 52 21 15 7 I Calculabons approved byACCA to meet all requirements of Manual J 8th Ed. I 4• wrigitttsacaFtC 2018-Jun-1414:20:30 Right -Suite® Universal 2018 18.0.20 RSU1 6793 Page I ...t 056\Lo1056 Margate II C LHG At MBth - N.rup Calc = MJ8 House faces: N I t E wrightsoft`° Right-J®WorkSheet Job: Lot 4/2018 rgatellCLHGAItM... Entire House Date: s/1a/Zo s By MGLM/BP/LM i One Stop Cooling and Heating Plan: LHG 7225 Sandscove Court, Suite 1, VUnter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.OneStopCooling.com License: CAC032444 ' 1 Room name MBTH MVVIC2 2 Exposed wall 9.0 ft 0 ft 3 Room height 9.3 ft heaU000l 9.3 ft heat/cool 4 Room dimensions 1.0 x 101.4 ft 1.0 x 40.5 ft 5 Room area 101.4 ft' 40.5 ft' Ty Construction U-value Or HTM Area (ft) Load Area Load number Btuw--°F) Btuht@ or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross I N/P/S He Cool Gross N/P/S Heat Cool 6 1.3A ocs . 0.143 ne 3.40 2.85 0 0 0 0 0 0 0 0. 4A5-2om0.550 ne 13.09 22.d5 0 0 0 0 0= 0 0 0 W 13A4ors 0.143 se 3.40 2.85 0 0 0 0 0 0 0 0 4A5-2om 0.540 se 12.85 14.73 0 0 0 0 0 0 0 0 11 4A52om 0.550 se 13.09 22.34 0 0 0 0 0 0 0 0 4A5-2om 0.550 se 13.09 15.59 0 0 0 0 0 0 0 0 11 D0 0.390 se 9.28 12.15 0 0 0 0 0 0 0 0 13A-4om 0,143 sw 3,40 2,85 84 68 230 193 0 0 0 0 T. 4A5-2om 0.550 sw 13.09 22.34 0. 0 0 0 0 0 0 0 4B5-2fm ': 0,540 sw 12.85' 23.66 16 1 206 379 0 0 0 0' V 13A-4ors 0.143 nw 3.40 2.85 0 0 0 0 0 0 0 0 4A5-2om 0.550 nw 13.09 22.45 0 0 0 0 0 0 0 0 4A5-2omd 0.580 nw 13.80 27.24 0 0 0 0 0 0 0 0 1,2C-0sw 0.091 2.17 1AS 0 0 0 0 0 0 0 0P` 11D6 0.390 n 9.281 12.15 D 0 0 0 0 0' 0 0' C 16B-30ad 0.032 0.76 1.75 101 101 77 177 41 41 31 71 F 22A cpm 1.180 26.08' -> 0.00 101 9 253 0 41 0 0 0' 6 c)AED excursion 123 3 Envelope loss/gain 766 872 31 67 12 a) Infiltration 109 43 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines6 to 13) 875 915 31 67 Less external load 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 875 915 31 67 15 Dud loads 20% 20% 174 188 20% 20% 6 14 Total room load 1050 1103 37 81 Air required (dm) 491 451 2 3 Calculabons approved byACCA to meet all requirements of Manual J 8th Ed. 4$12018-Jun-1414:20:30 Right - Suite® Universal 2018 18.0.20 RSU16793 Page 3 t 056\Lot 056 Margate 11 C LHG At MBth - N.rup Calc = MJ8 House faces: N i jI wrightsoftx. Right-J® Worksheet Job: Lot 056 Margate II C LHG Alt M... Entire House Date: 6/14/2018 I MC/LM/BP/LM One Stop Cooling and Heating a": LHG 7225 Sandscove Court, Suite 1, W nter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.0neStopCqoling.com License. CAC032444 1 Room name FAM CAFE 2 Exposed wall 33.5 ft 9.5 ft 3 Room height 9.3 ft heat/cool 9.3 ft heaticool 4 Room dimensions 1.0 x 293.0 ft 18.0 x 9.5 ft 5 Room area 293.D ft' 171.0 ft' Ty Construction Ll-value Or HTM Area . (ft? Load Area MI Load number Btuh/ft2--°F) Btuh/ft') or perimeter ft) Btuh) ,; or . perimeter ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat . Cool 6 1,3A-4ors 0143 ne 3.40 2.85 144 1',44 491 411 68 56 189' 159. 4!AS2om 0 550 ne 1309 22.45 0 0 0 D 33 0 428 7341 W 13A-4ocs D.143 se 3.40 2.85 0 0 0 0 0 0 0 0 4A5-2om 0.540 se 12.85 14.73 0 0 0 0 0 0 0 0 11 4A5-2om 0.550 se 13.09 22.34 0 0 0 0 0 0 0 0 4A5-2om 0.550 se 13.09 15.59 0 0 0 0 0 0 0 0 11 DO 0.390 se 9.28 12.15 0 0 0 0 0 0 0 0 W 13A flocs -' 0143 sw 3:40 2.85 0 0 0 0 0 0 0 0 550 sw 13.09 22,34 0 0 0 0 0 0: D 0 . 465 2fm 0.540 9N 12.85 23.66' 0 0 D 0 0 0 0 0: W 13A-4as 0.143 nw 3.40 2.85 167 71 243 204 0 0 0 0 4A5-2om 0.550 nw 13.09 22.45 0 0. 0: D 0 0 0 0 4A5-2omd 0.580 nw 13.80 27.24 96 0 1325 2615 0 0 0 0 R' 12C Osn 0.091 2.17 1.48 0 0 0 0 0 0 0' 0, L-D 11DO 0,390 n 9.28 12.15' D p 0 0 D 0 0' 0' f 16R-Ina i 0 032 0.76 1.75 293 293 223 512 171 171 130 299 e'...... 6 c)AED excursion 632 -40 Envelope loss/gain 3223 4375 1,014 1152 12 a) Infiltration 406 162 115 46 b) Roomventilation 0 0 0 0 13 Internal gains: Occupants@ 230 0 0 0 0 Appliances/other 900 0 Subtotal(lines6to13) 3629 5436 1129 1197 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 3629 5436 1129 1197 15 Dudloads 20% 20% 723 1114 20% 20%1 225 245 Total room load 4352 655D 1355 1443 Air required (cfm) 202 266 63 59 Calculations approved byACCA to meet all requirements of Manual J 8th Ed: wrigMtittsoitt' 2018-Jun-1414:20:30 i Right -Suite® Universal 2018 18.0.20 RSU1 6793 _ Page4 t 056 Lot 056 Margate II C LHG At MBth - N.rup Calc = MJ8 House faces: N rF- Wrightsof " Right-J® WorkSheet Job: Lot056 Margate ll C LHGAft M... I Entire House Cate: 6/14/2018 MC/ LM/BP/LM ! One Stop Cooling and Heating P%n: LHG i i 1 Room name BTH2 WIC3 2 Exposed wall O ft 0 It 3 Room height 9.3 It heat/cool 9.3 It heat/cool 4 Room dimensions 1.0 x 59.3 ft 4.0 x 6.0 ft 5 Room area 59.3 IF 24.0 i8 Ty Construction U-value Or HTM Area (fF) Load Area M Load number BtutUftz--°F) Btuh/ftF) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6; 13A-40cs 0:143 ne 3.40 2.85 0' 0 0 0 0' 0 0 0. 4A5- 2om = 0.550 ne 13.09' 22.45 0 0 0 0 0 0 0 0' W 13A-flocs 0.143 se 3.40 2.85 0 0 0 0 0 0 0 0 4A5- 2om 0.540 se 12.85 14.73 0 0 0 0 0 0 0 0 11 4A5-2om 0.550 se 13.09 22.34 0 0 0 0 0 0 0 0 4A5- 20m 0.550 se 13.09 15.59 0 0 0 0 0 0 0 0 11 DO 0.390 se 9.28 12.15 0 0 0 0 0 0 0 0 W 13A flocs 0.143 sw 3.40 2.85 0 0 0 0 O 0 0 0 9A5 tom 0.550 sm .: 13.09 22.34 0 D 0 0 0 0 0 0. 4B5 2im 0.540 av' 12.85 23.66 0 D D 0 0 0 0 0 UtJ 13A-4ocs 0.143 nw 3.40 2.85 0 0 0 0 0 0 0 0 4A5- 2om 0:550 nw 13.09 22.45 0 0 0 0 0 0 0 0 I- CG 4A5-2omd 0.580 nw 13.80 27.24 0 0 0 0 D 0 D 0 61 c)AEDexcursion 5 2 Envelopeloss/ gain 45 99 18 40 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 0 0 0 0 Appliances/ other 0 0 Subtotal ( lines 6 to 13) 45 99 18 40 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 11 23 0 0 14 Subtotal 56 122 18 40 15 Dud loads 20% 20 o 11 25 20% 20% 4 8 Total room load 67 147 22 48 Air required (cfm) 3 6 1 2 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wvvlutvttsCprtl^ 2018-Jun-1414:20:30 w -:• • • ,.- Right -Suite® Universal 2018 18.0.20 RSU16793 Page 5 ACC{+.... t 0561ot 056 Margate 11 C LHG At MBth - N.rup Calc = MJ8 House faces: N i j j wrightsoft° Right-M) YtlorkSheet Job: Lot 056Margate 11CLHGAlt M... Entire House pater 6/14n018' By MC/ LM/BP/LM One Stop Cooling and Heating Pfan: LHG 7225 Sandscove Court, Suite 1, V\fnter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 , Web: www.OneStopCooling.com License: CAC032444 1 Room name BED3 KIT 2 Exposed wall 12.0 It 11.5 ft 3 Room height 9.3 It heaVcool 9.3 ft heat/000l - 4 Room dimensions 1.0 x 157.0 It 1.0 x 208.8 ft 5 Room area 157.0 112 208.8 ft' Ty Construction U-value Or HTM Area (ft Load Area (ft') Load number Btuh/ ft-°F) Btuh/fl) or perimeter fl) Btuh) or perimeter ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 13A- 4as 0143 ne' ; 3.40 2 85 0 0 0 0 107 107 364'_ 305 4AS2om 0; 550 3 ne; ' 13.09' 22.4$ W 13A- 4ocs 0.143 se 3.40 2.85 0 0 0 0 0 0 0 0 4A5-2om 0.540 se 12.85 14:73 0 0 0 0 0 0 D 0 11 4A5- 2om 0.550 se 13.09 22.34 0 D 0 0 0 0 0 0 4AS2om 0. 550 se 13.09 15.59 0 0 0 0 0 0 i) 0 11D0 0. 390 se 9.28 12.15 0 0 0 0 0 0 0 0. W 13A flocs 0143 av 3,40 2 85 112 95 324 272 0 0 0 01 4AS2om 0. 550 9N 13.09 2234 16 1 214 365 0 0 0 0. 465 2fm 0:540 sw 12 85 23 66 0 D 0 0 0 0 0 0 13A-4ocs 0.143 nw 3.40 2.85 D 0 0 0 0 D 0 0 4A5-2om 0.550 nw 13.09 22.45 0 0 0 0 0 0 0 0 4A5-2omd 0.580 nw 13.80 27.24 0 0 0 0 0 0 0 0 12C-0sm 0 091 2.17 1.48 l) 0 0 0 0 0 0_ 0 11 DO 0390 n 928 12.15 0 0 o o C 16B 30ad 0.032 0.76 1.75 157 157 126 275 209 209 159 365 8 3' 0F. 6 c) AED excursion 79 91 Envelopeloss/gain 995 991 846 580 12 a) Infiltration 145 58 139 56 b) Room ventilation 0 D 0 0 13, Internal gains: Occupants @, 230 1 23D 0 0 Appliances/other 0 1200 Subtotal ( lines 6 to 13) 1140 1278 985 1835 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 7 15 277 274 14 Subtotal. 1147 1293 1262 2109 15 Dud loads 20% 20% 229 265 20% 20% 252 432 Total room load 1376 1558 1514 2542 Air required ( dm) 64 63 70 103 Calculations approved byACCA to meet all requirements of Manual J.Bth Ed: m p.Fr7g g I Right-Suite®2018-Jun-1414:20:30Universa1201818.0.20RSU16793Page6t056\ Lot 056 Margate II C LHG At MBth - N.rup Calc = MJ8 House faces: N a i I mirl tsoft° Right-M) WOrksheet Job: Lot 066 Margate 11 C LHG Alt M... Date: 6/14/2018 Entire House By: MC/LM/BP/LM One Stop Cooling and Heating Ptan: LHG 1 Room name BED2 2 Exposedwall 13.5 ft 0 ft 3 Room height 9.3 It heat/cool 9.3 It heat/cool 4 Room dimensions 1.0 x 169.5 ft 3.5 x 3.5 ft 5 Room area 169.5 It' 12.3 IF Ty Construction U-value Or HTM Area (fF) Load Area M Load number Btuh/ftz-°F) Btuh/ft2) or perimeter ft) Btuh) or perimeter ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 13A-4ocs 0.143 ne 3.40 2.85 0 0 0 0 0 0. 0 4A5=2om '' 0.550 ne 13.09' 22.45 0 0 0 0 0 0 p 0: w 13A-4as 0.143 se 3.40 2.85 0 0 0 0 0 0 D 0 4A5-2om 0.540 se 12.85 14.73 0 0 0 0 0 0 0 0 11 4A5-2om 0.550 se 13.09 22.34 0 0 0 0 0 0 0 0 4A5-2om 0,550 se 13.09 15.59 0 0 0 0 0 0 0 0 11 D0 0.390 se 9.28 12.15 0 0 0 0 0 0 0 0 W 0143sw 3.40 2.85 126 109 372 312 0 0 00 9A5 2 0 550 13.09 22 34 16 1 214 365 0 0 0 0 0-G 4652rM W i o.540 sw', 12.85 23.66 .. 0 D 0 0 0 0' 0 VfJ 13A-4ocs 0.143 nw 3.40 2.85 0 0 0 0 0 0 0 0 4A5-2om 0.550 nw 13.09 22.45 0 0 0 0 0 0 0 0 4A5-2omd 0.580 nw 13.80 27.24 0 0 0 0 0 0 0 0 2.17 1A8 135 135 292 199 0 0,.. 0 0. 11 DO ew 0091 n 12.15 D 0 0-. 0 0 p; 0_ 0'. C 1613-30ad 0.032 0.76 1.75 170 170 129 296 12 12 9 21 F 224 cpm 1.180 28.08 0.00 170 14 379 0 12 D 0 0' 6 c) AED excursion 67 1 EnelopelossIgain 1386 1239 9 20 12 a) Infiltration 164 65 0 0 b) Roomventilation 0 0 0 0 13 Internal gains: Oocupants@ 230 1 230 0 0 Appliances/other 0 0 Subtotal (lines 6to 13) 1550 1534 9 20 Less external load 0 0 0 D Lesstransfer 0 0 0 0 Redistribution 183 245 9 20 14 Subtotal 1733 1779 0 0 15 Ductloads 1 20% 20% 345 365 20 o 20% 0 0 Total room load 2078 2144 0 0 Air required (dm) 96 87 D 0 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wriytsRso,,, 2018-Jun-1414:20:30 Right -Suite@ Universal 201818.0.20 RSU16793 page 7 t 056\Lot O56 Margate II C LHG Alt MBth - N.rup Calc = MJ8 House faces: N i WCIghtsoft"' Right-M) Worksheet Job: Lot / 20 Margate II C LNG Alt M... Entire House Bate: C/L /6 LByMGLMP/M One Stop Cooling and Heating Plan: LHG 7225 Sandscove Court, Suite 1, VItnter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 9307 ' W,eb: www.0neSlopCooling:com License: CAC032444 1 Room name H1 PAN 2 Exposed wall 0 It 0 ft 3 Room height 9.3 ft I heatl000l 9.3 It heat/cool 4 Room dimensions 1.0 x 49.8 It 1.0 x 20.5 ft 5 Room area 49.8 ft' 20.5 It' Ty Construction U-value Or HTM Area: (It) Load Area (IF) Load number Btuh;W--'F) Btuh/ft') or,. perimeter ft) Btuh) or perimeter ft) Btuh) Heat Cool Gross N/P/S Heat - Cool Gross N/P/S Heat Cool 6 13A-4ocs,,„, 0.143 ne 340 2.85 0 0 0 0 0 0t-G0' A5-2om 0.550 ne 13.09 22.45 0 0 0 0 0 0 0 0_ W 13A-4ocs 0.143 se 3AD 2.85 0 0 0 0 0 0 0 0 4A5-2om 0.540 se 12.85 14.73 0 0 0 0 0' D 0 0 11 4A5-2om 0.550 se 13.09 22.34 0 0 0 0 0 0 0 0 4A5-2om 0.550 se 13.09 15.59 0 0 0 0 0 0 D 0 11 D0 0.390 se 9 28 12.15 0 D 0 0 0 0 0 0 W 13Aocs 0>143 sw, 3.40 2.85 0 0 0 0 0 0 0 0 4A5-2om 0:550 sw 13.09 22.34 0 0- D 0 0 4B52fm 0.540 SN 12.85' 23.66 0 0 0 0 0 0 0 D. Ut/ 13A-4ocs 0.143 nvv 3.40 2.85 0 0 0 0 0; D 0 0 4A5-2om 0.550 nw 13.09 22.45 0 0 0 0- 0 0 0 0 L-GG 4A5-2omd 0.580 nw 13.80 27.24 0 0 0 0 0 0 0 0 9 1 2C-Osw 0.091 2.17 1.48 D 0 0 0 D 0 0' 0 0;390 n 9.28 i 12.15' 0 0 0 0 D 0 0' 0. 111DOC16B-30ad 0.032 0.76 1.751 50 38 87 21 21 16 36 F 22Acpm, 1180 i... 28.08 0.00', 50 0 00: 21 D 0' OI 6 c)AED excursion 1 -4 1 1 1 -2 Envelopelossgain 38 , 83 16 34 12 a) Infiltration 0 0 0 0 b) Roomventlation 0 0 0 D 13 Intemalgains. Occupants@ 230 0 0 0 0 Appliances/other 0 0 Subtotal(lines6to13) 38 83 16 34 Less external load 0 0 D 0 Less transfer 0 0 0 0 Redistribution 38 83 293 240 14 Subtotal 0 0 309 274 15 Ductloads 20% 20% 0 0 20% 20% 62 56 Total room load 0 0 370 33D Air required (ctrn) 0 0 17 13 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. M a? wri9MwME catT` 201,=Jun-141i4:20:30 i Right -Suite® Universal 2018 18.0.20 RSU16793 Page 8 ACCt.... t 056\-ot 056 Margate 11 C LHG At MBth - N.rup Calc= MJ8 House faces: N 9 wrightsoft, Right-J® WorkSheet Job: Lot 056 Margate II C LHG Alt M... EntireHouseDate: 6/14/2018 gy: MC/LM/BP/LM One Stop Cooling and Heating Ptan: LHG i7225 Sandscove Court, Suite 1, Writer Park, FL 32792'Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.OneStopCooling.com License: CAC032444 - 1 Room name DROP FOY 2 Exposed wall 0 ft 6.5 ft 3 Room height 9.3 ft heat/cool 9.3 It heat/cool 4 Room dimensions 1.0 x 36.3 It 1.0 x 90.0 It 5 Room area 36.3 ft' 90.0 ft' Ty Construction U-value Or HTM Area (ft Load Area (ftl Load number Btuh/ff---F) Btuh/ft2 or perimeter (ft) Btuh) or perimeter (it) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 13A flocs 0143 ne' 3.40 2.85 0 0 0 0 0. 0 0 0 4A5 tom ' 0.550 ne € 13.09 22.45 0 i 0 0 0 0 0 0 Ot W 13A-4ocs 0.143 se 3.40 2.85 0 0 0 0 60 27 92 77 4A5-2om 0.54D se 12.85 14.73 0 0 0 0 9 9 120 138 11 4A5-2om 0.550 se 13.09 22.34 0 0 0 0 0 0 0 0 4A5-20m 0.550 se 13.09 15.59 0 D 0 0 0 0 0 0 11DO 0.390 se 9.28 12.15 0 D 0 0 24 24 223 292 IW 13A-46cs 0.143 sv 3.40 2.85 0 0 0 0 0- 0 0 0 4A5 tom 0.550 sv 13 09 22.34 0 0 D 0 0" 0 0 0 r 4B5-2fm . 0.540 sv 12.85 23.66 0 0 0 0 0 0 0 0'. 13A-4ocs 0.143 nw 3.40 2.85 0 0 0 0 0 0 0 0 4A5-2om 0.550 nw 13.09 22.45 0 0 D 0 0 0 0 0 4A5-2omd 0.580 nw 13.80 27.24 0 0 0 0 0 0 0 0 12C-09ro 0.091 2,17 1.48 37 19 42 29 98 98 211 144 11D0 0.390 n 928. 12.15 18 18`166 217 0 0 0 0' C 16B-30ad 0.032 0.76 1.75 36 36 28 63 90 90 69 157 F 22A-giin 1.180 28.08 0.00 36 0 0 0 90 7 183 0'. 6 c) AED excursion 15 4D Envelope losstgain 235 294 898 769 12 a) Infiltration 0 0 79 31 b) Room ventlafion 0 0 0 0 13 Internal gains: Occupants@ 230 0 0 0 0 Applianoesiother 0 0 Subtbtal(lines6to13) 235 294 976 800 Lessexternal load D 0 0 0 Lesstransfer 0 0 0 0 Redistribution 235 294 976 800 14 Subtotal 0 0 0 0 15 Ductloads 20% 20% 0 0 20% 20% 0 0 Total room load 0 D 0 0 Airrequired(cfm) 0 D 0 0 Calculations approved bVACCA to meet all requirements of Manual J 8th Ed. M.F ,rarpgpypttC 2018-Jun-14142030 Right -Su ite(D Universal 201818.0.20 RSU16793 page 9 t 056\Lot O56 Margate II C LHG At MBth - N.rup Calc= MJ8 House faces: N Wrightsoft Right-A)Worksheet Job: Lot 056Margate 11CLHG Alt M... Gam 6/ 14/2018 Entire House MC/LM By MGLM/BP/LM One Stop Cooling and Heating Ptan: LHG 7225 Sandscove Court, Suite 1, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629- 9307 Web: ew.wOneStopCooling.com License: CAC032444 1 Room name Study LAUN 2 Exposed wall 31.5 ft 6.0 ft 3 Room height 9.3 ft heat/cool 9.3 ft heat/cool 4 Room dimensions 15.0 x 11.5 It 1.0 x 81.3 It 5 Room area 172.5 ft' 81.3 ft' Ty. Construction U-value Or HTM Area (ft2) Load Area (8) Load number Bluh/ ft2--°F) Btuh/ft or perimeter (ft) Btuh) or perimeter ft) Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 13A11ors 0143 ne 3.40 2.85 107 107 364 305 56 56 190, 159 4A52om ',, 0. 550 ne 13.09' 22.45 0 0 0 0 0 0 0 0' W 13A- 4ors 0.143 se 3.40 2.85 140 107 364 305 0 0 0 0 4A5-2om 0.540 se 12.85 14.73 0 0 0 0 0 0 D 0 11 4A5- 2om 0.550 se 13.09 22.34 16 1 214 365 0 0 0 0 4AS2om 0. 550 se 13.09 15.59 16 12 214 255 0 0 0 0 11 0 390 se 9.28 1215 0 0 0 0 0 0 0 0 W 143 Sn/ 3.40 2 85 47 47 158 133 0 0 0 0' 4A 550 av 13.09 22.34 0 0 0 0 0 0 0 0. 4B5 2fm 0!540 sw 12.85 23.66 0 0 0 0 0 0 O. 0- V+J 13A-4ors 0.143 nw 3.40 2.85 0 0 0 0 D D 0 0 I GC 4A5-2om 0.550 nw 13.09 22.45 0 0 0 0 0 D D 0 4A5-2omd 0.580 nw 13.80 27.24 0 0 0 0 0 0 0 0 R 11D Os-' 0. 091 2.17 1.48 0 0 0 0 0. l-p 12 0 390 n 9.28' 12.15' 0 0 0 0 0. 0 Q 0 C 166- 30ad 0.032 0.76 1.75 173 173 131 302 81 81 62 142 F 22Acpm , ,.. '. 1z180 28.08' 0.00' 173m32 is 885:., p 81 0'. 6 c) AED excursion 88 39 Envelope loss/ gain 2330 1752 420 262 12 a) Infiltration 382 152 73 29 b) Room ventilation 0 0 0 0 13 Internal gains: O=pants@ 230 1 230 0 0 Appliances/other 0 500 Subtotal (lines 6 to 13) 2711 2134 493 791 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 317 260 171 140 14 Subtotal 3029 2394 664 931 15 Dud loads 20% 20%1 604 491 20% 20% 132 191 Total room load 1 1 3633 2885 796 1122 Air required ( dm) 168 117 37 46 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrig/tsofC^ = N• _ -_ -- w Right-Suite®Universal 2018 18.0.20 RSU16793 2018-Jun- 1414:20:30Page 10 t056\ Lot 056 Margate 11 C LHG At MBth - N.rup Calc = MJ8 House faces: N s Duct System Summary Job: Lot056 Margate If C LHG ... wrigh't so i" Y ' 1 Date: 6/14/2018 Entire House By: MC/LM/BP/LM One Stop Cooling and Heating Plan: LHG 7225 Sandscove Court, Suite 1, VNAnter Park, FL 32792 Phone: (407) 629- 6920 Fax: (407) 629 - 9307 Web: www..OneStopCooling.com License: CAC032444 For: Park Square Homes 2325 Blue Grouse Lane, Sanford, FL External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest fiction rate Actual airflow Total effective length (TEL) Heating 0.50 in H2O 0.16 in H2O 0.34 in H2O 0.170 / 0.170 in H2O 0.213 in/100ft 953 cfm 160 ft SyBanchD Fuutal,kTable Cooling 0. 50 in H2O 0. 16 in H2O 0. 34 in H2O 0. 170 / 0.170 in H2O 0. 213 in/100ft 953 cfm Name Design Btuh) Htg cfrrl) Clg cfm) Design FIR Diam in) H x W in) Duct Mat! Actual Ln ( ft) Ftg. Egv Ln ( ft) Trunk BED2 h 2078 96 87 0.283 6.0 Ox 0 VIFx 15.3 105.0 st1 BEDS h 1376 64 63 0.298 6.0 Ox0 VIFx 14.1 100.0 st1 BTH2 c 147 3 6 0.408 4.0 Ox0 VIFx 8.4 75.0 CAFE h 1355 63 59 0.379 5.0 Ox 0 VIFx 19.7 70.0 FAM c 6550 202 266 0.345 8.0 Ox 0 VIFx 23.5 75.0 KIT c 2542 70 103 0.414 6.0 Ox 0 VIFx 12.1 70.0 LAUN c 1122 37 46 0.385 4.0 Ox 0 VIFx 18.4 70.0 MBED c 2843 115 115 0.233 7.0 Ox 0 VIFx 30.7 115.0 st2 MBTH h 1050 49 45 0.221 4.0 Ox 0 VIFx 28.6 125.0 st2 MVVC h 321 15 7 0.225 4.0 Ox 0 VIFx 30.9 120.0 st2 MVv1C1 h 1113 52 21 0.213 4.0 Ox 0 VIFx 34.9 125.0 st2 MVNc2 c 81 2 3 0.231 4.0 Ox 0 VIFx 32.2 115.0 st2 PAN h 370 17 13 0.403 4.0 Ox 0 VIFx 14.4 70.0 Study h 3633 168 117 0.314 7.0 Ox0 VIFx 23.4 85.0 wC3 c 48 1 2 0.286 4.0 Ox0 VIFx 18.8 100.0 st1 a Supply Trunk Detail Table y Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) _ FIR fpm) in) in) Material Trunk st2 PeakAVF 232 192 0.213 525 9.0 0 x 0 VinlFlx st1 st1 PeakAVF 393 344 0.213 720 10.0 0 x 0 VinlFlx wr ghts+oft- 1', Right -Suite® Universal 2018 18.0.20 RSU16793 AC(: F ...t 056\Lot 056 Margate 11 C LHG Nt MBth - N.rup Calc = MJ8 House faces: N 201 8-Jun-1 4 14:20:32 Page RefiurnBranchDeta>II Table M.... ,. r. Name Grille Size (in) Htg cfm) Clg cfm)` TEL ft) Design FIR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Mat Trunk rb2 Ox 0 953 953 0 0 0. 0 Ox 0 VIFx Static Pressure and Friction Rate Job: Lot056Margate llCLHG... wrightsof , Date: 6/14/2018 Entire House By: MC/LM/BP/LM One Stop Cooling and Heating Plan: LHG 7225 Sandscove Court; Suite 1, VVInter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwnvOneStopCooling.com License: CAC032444 14 v ode r orma ion WFrch For: • - Homes 2325 Blue Grouse Lane, Sanford, Ems€ „ labl ; AuaiaStatic Pressure iE Heating Cooling External static pressure 0.50 0.50 Pressure losses Coil 0 0 Heat exchanger 0 0 Supply diffusers 0.03 0.03 Retum 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 length 160 0 Total effective length 160 z, n1Rat ff FrctioezHeating Cooling 11' 11' SupplyDucts 1 0.18 1 1 Return.18 Ducts 1 0.18 1 .18 Fitting Equivalent ength` betails a Supply1 1 . . Return TotalEL= O s 2018- Jun- 1414:20:32 j ,rig., , Right- Suite® Universal201818.0.20 RSU16793 Page 1 i ACC& ... 1056\Lot 056 Margate II C LHG At MBth - N.rup Calc= MJ8 House faces: N , 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 056 Margate II C LHG Alt MBth - N Builder Name: Park Square Homes Street: 2325 Blue Grouse Lane Permit Office: City of Sanford City, State, Zip: Sanford ', FL , Permit Number: Y U Owner: Park Square Homes Jurisdiction: 691500 u 2 Design Location: FL, Orlando U COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements _ Breaks or joints in the air barrier shall be sealed. The air barrier in any dropped ceiling/soffit shall be aligned with the The insulation in any dropped ceiling/soffitCeiling/attic 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 attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per Knee walls shall be sealed. inch minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/door jambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on Narrow cavities installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spac s. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend hind Dii)inci andwiring, Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover plates and walls or i. a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 6/14/2018 2:27 PM EnergyGauge® USA FBC 6th Edition (2017) Compliant Software Page 1 of 1 1 Level 1 8x4 I 52cfm MWIC1 - t 8z4 15 cfm r - 4 .!; F1 44T 1 Ox8 \ SRB1 7' 130cfrr\ r ... 8x4 4damu 4 8x4 n 4 \ 3 cfm FAM6x16 EFVTR y MBT f'. c MWIC2 f 4'' ri 1(1X10 iw i _ i293 cfm t 1Ox6 64cfm 8x4 2cfm 16x# BTI- 12 :. NI\ EF1 VTR BEDS WIc3 4' 8x4 8:, CAFE; i EF1 = 50 CFM Fan 6 6cfm 1 Ox6 EF2 = 80 CFM Fan LRB1 1 x 10 cfm 63car! EF3 = 110 CFM Fan EFL1 = 50 CFM Fan c 8,:4, 1 4 EFL2 = 80 CFM Fan 6 f" EFL3 = 110 CFM Fan 1ox10 112xY 5 tax& VTR= Vent to Fbof 10 'c 1o3fim v VTW = Ve nt to Wall F 24x18 RA 953mDV = Dryer Vent Lf 6.. RV = Range Vent Lineset Chase — 1 Ox6 ; / 4 . , 17cfm fj Condensate — - 96cf n' DV VTR Thermostat 18/8 SRB = Small Reduction Box BED2 PAN LRB = Large Reduction Box lox 0 4j" FBB = Field Built Box 8x4 46` Efitr LAUN I 8x4;; FOY;, 7:' dh Q1 i Study N t GARAGE 1 nb. dt yJob #: Lot 056 Margate II B LHG Alt Math - N One Stop Cooling and Heating 8cale: 1 :104 Performed by MC/LM/BP for: Page 1 Park Square Homes 7225 Sandscove Court, Suite 1 Right -Suite® Universal 2018 2325 Blue Grouse Lane 18.0.11 RSU16202 Sanford, FL _Winter Park; FL32792 2018- Apr-10 16:15:28 Phone: ( 407) 629 - 6920 Fax: (407) 629 - 9307 argate II LHG Alt MBth - E.rup www. OneStopCooling.com DESCRIPTION AS FURNISHED: Lot 56, WYNDHAM PRESERVE, os recorded in, Plat Book 81; Pages 9 3 it throw h 102 of the P bl' g R d f S I C t F71 'decor o emino e own y; or1 a. PLOT PLAN FOR/CERTIFIED TO: Park Square Enterprises, LLC (a Delaware Corporation); Winderweedle, Haines, Ward & Woodman, PA; Attorneys' Title Insurance Fund; Bank of America RECORD COPY REMAINDER OF LOT 4 PALMERS SUBDIVISION PLAT BOOK 2, PAGE 41 B.B,) N 89051 '11 " E 60.00' 10' FENCE ESMT, 2c 26.95' 26.89' 26.83' LOT 57 10. DO' 22.7' 0 17 3— e LANAI J 17.3. LOT 56 C 6.33' 10.00' 27 r: P.I. ^ 60.18' o---- 0 b PROPOSED RESIDENCE 1966=MARGATE 11-C 2 CAR GARAGE LEFT 3.Q'x3.0' COV'D. AC ENTRY rl 3' 0 T '15:3' d 00 IA.T' 3.8' 4 16, DRIVE 10,00' 1 29.49' 76' 25.20' I-_ — I..'_ 10' UTIL. ESMT. 5' CONC. 'WALK S 85 05w 8' 0 o LOT 55 mv 1- Ok to construct single family homE' Uno with setbacks and impervious area, SETBACKS AS FURNISHED shown On plan. LA2 • / FRONT = 25'(') REAR 20' SIDE" = 5' (40` LOT) 7.5' (60' LOT) T10' (75' LOT), / L T T /7/1 % /T C y7 7 T j CJ 1 lT1 U 0 U.J L _ 1' E _ SIDE STREET -- 25' (60'.. & 75' LOT) L- PRIVATE R/W VARIES) 15' (40' LOT) 25' FRONT SETBACK CAN BE REDUCED TO 20' ON CERTAIN LOTS. NO MORE THAN PLOT' PLAN ONLY 11 2) IN SUCCESSION AT 20' AND A MINIMUM PLOT PLAN AREA CALCULATIONS N07' A SURVL'Y jl OF (2) IN SUCCESSION AT 25` TOTAL LOT AREA 7061 t SQUARE. FEET PROPOSED = FINSHED SPOT GRADE ELEVATIONS FL4TWORK ON/OFF LOT = TOTAL t SQUARE FEET FLATWORKPERDRAINAGEPLANS, DRIVE' 425/ 190= 615 t SQUARE FEET FOUNDATION/PAD 2359 f SQUARE r V = PROPOSED DRAINAGE FLOW 5\ `, WALKS 28/ 301= 329 f SQUARE FEET REAR PATIO 93 f SQUARE F- ' i LOT GRADING TYPE A MOD 0 SOD 40421 251 = 4293 t SQUARE FEET FRONT PORCH DECK 104 t SQUARE FEE POOL DECK 0 t SQUARE F E-EPROPOSED .FF. PER PLANS = 29.6' Q NOTE FRONT SIDEWALK AND STREET LOCATION'TAKEN FROM PLANS PROVIDED BY CLIENT • NOT FIELD VERIFIED GR USA VffEEER ,SCOTT A,S;S`0C. , INC, - 1,A2VD ;ST UR V ro.; LEGEND - LEGEND - P = PLAT P.O.L. POINT ON LrNE. - '' 5400 E. COLONIAL DR. ORLANDO,. FL. 32807 (407)-277-3232 FAX (407)-658-- 1436 I F _ FIELD- TYP. a.. TYPICAL NOTES: LP. =IRON PIPE PR.C. = POINT OF REVERSE CURVATURE 6R, IRON ROD R _. POINT. OF COMPOUND CURVATURE 1. THE UNDERSIGN€D DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD DF I1 S..M. = CONCRETE MONUMENT RAD: d.RADIAL- D, PROFESSIONAL. SURVEYORS AND MAPPERS IN CHAPTER 5J-17 FLORIDA' ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027; iiORi0A STATUES L SET I.R. _ 1/2' IR. /4LB 4596 N.R. - NON -RADIAL 2. UNLESS EMBOSSED WITH SURVEYOR'S SIGNATURE AND ORIGINAL RAISED SEAL, THIS SURVEY MAP "OR COPIES -ARE NOT VALID. j REC. RECOVERED WP. _ WITNESS' POINT 3: THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER. RESTRICTIONS P.o,B POINT OF BEGINNING -- CALC. = CALCULATED OR EASEMENTS THAT AFFECT THIS PROPERTY. . tl P,O.C. =POIHT OF COMMENCEMENT. PAkL • PERMANENT REFERENCE MONUMENT I CENTERLINE F.F. < FINISHED FLOOR ELEVATION N6D 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE. SHOWN. 5. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO',AND SHOULD NOT BE RELIED UPON BY ANY OTHER 1NAIL6DISKB.S.L. • BUILDINGSETHACK LINE: R/W RIGHT -BF_B.H. .BENCHMARK ENTITY. 6. DIMENSIONS SHOWN FOR THE LOCATION, OF IMPROVEMENTS HEREON SHOULD NOT BE USEDTORECONSTRUCT BOUNDARY LINES. ESMT = EASEMENT 1131 •,.BASE BEARING 7. BEARINGS, ARE BASED ASSUMED OATJM AND ON THE LINE SHOWN -AS BASE BEARING (B.a.) 1 DRAIN DRAINAGE UTIL. _ UTILITY B. ELEVATIONS, IF SHOWN, ARE BASED ON NAllOH4LGEODE7IC VERTICAL. DATUM OF 1928, UNLESS OTHERWISE NOTED. 1 CL. FC, CHAIN LINK FENCE _ 9. CERTIFICATE OF AUTHOP IZATION No. 4596` WD. FC. WOOD FENCE C/ B = CONCRETE BLOCK SCALE F- 1" _ 20 DRAWN BY; f P. C. ^ POINT OFCURV ATURE P. T'. = POINT OF TANGENCY DESC. DescRIPTION CERTIFIED BY:, - GATE' ORDER r•Io. y, R RADIUS L ARC LENGTH I PLOT PLAN- 05-31-20T8 3495- 78 4 D DELTA' ORDC. = CH7) C. B - CHORD BEARING- NORTH j THIS BUILDING\PROPERTY DOES NOT LIE WITHIN, THE ESTABLISHED -i00 YEAR FLOOD PLANE AS PER "FIRM" T GRUSEN EVER, R.L 5, . 4?14 3 ilA 5 W. SCO R.L.S // 4801 - 4 ZONE "x" MAP 112117CO090 F (09-28-07) WINLumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. iTek P RECORD COPY RE: PKS1966C-T - Park Sq Hm/Margate1966-C_Tray MiTek USA, Inc. 6904'Parke East Blvd. Site Information: TT LL 3333 11 5 Customer Info: PARK SQUARE HOMES Project Name: PKS1966C-T Model: MARGA q' 19666/4TRAY CLG. Lot/Block: 56 Subdivision: WYNDHAM PRESERVE 60 Address: '2325 BLUE GROUSE LN. City: SANFORD State: FLORIDA Name Address and License # of Structural Engineer of Record, if there is one, for the building. Name: License #: Address: City`. State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): 3 Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 140 mph Roof Load: 40.0 psf Floor Load: N/A psf This package includes 45 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 i v / et l conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules: Nc No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T13713162 Al 4/6/18 12 1 T13713173 Al 4/6/18 12 I T13713163 I A2 14/6/18 113 I T13713174 I A13 14/6/18 13 I T13713164 I A3 14/6/18 114 I T13713175 I A14 14/6/18 I 14 I T13713165 I A4 14/6/18 115 I T13713176 I A15 14/6/18 15 IT13713166 IA5 14/6/18 116 1T13713177 I B1 14/6/18 16 1T13713167 1A6T 14/6/18 117 1T137131781B2 14/6/18 I 17 1T137131681A7T 14/6/18 118 1T137131791B3 I4/6/18 18 IT13713169 I A8T 14/6/18 119 1T13713180IC1 14/6/18 19 I T13713170 I A9 14/6/18 120 I T13713181 CA 14/6/18 110 I T13713171 I A10 14/6/18 121 I T13713182 I CJ2 14/6/18 Ill I T13713172 I Al l 14/6/18 122 I T.13713183 I CJ3 14/6/18 USANFORD 1 g- 2909 This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Mid -Florida Lumber Acquisitions, Inc.. Truss Design Engineer's Name: Lee, Julius My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters:or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. iR1 11111'lllll/I 41 No 34869 p • STATE OF 4U kN. 00 Julius Lee PE No.34869 MiTek 09A. Inc. FL Cert 663.4 694 Parke Easf Blud:.Tampa FL:33610 Date: April 6,20 4 8 Lee, Julius 1 of 2 RE: PKS1966C-T - Park Sq Hm/Margatel966-C_Tray Site Information: Customer Info: PARK SQUARE HOMES Project Name: PKS1966C-T Model: MARGATE II 1966 -C / TRAY CLG. Lot/Block: 56 Subdivision: WYNDHAM PRESERVE 60 Address: '2325 BLUE GROUSE LN. City: SANFORD State: FLORIDA No. Seal# Truss Name I Date 23 IT13713184 I CJ4 4/6/18 124 IT13713185 I CJ5 14/6/18 125 IT13713186 I CJA 14/6/18 1 126 IT13713187 I CJB 14/6/18 1 127 IT13713188 I D1 14/6/18 128 1T13713189 I D2 14/6/18 129 IT13713190 I D3 14/6/18 130 IT13713191 I E1 14/6/18 131 IT13713192 IE2_ 14/6/18 I 132 IT13713193 I E3 14/6/18 J 13 IT13713194 I FT1 14/6/18 134 T13713195 I J3A 14/6/18 135 IT13713196 IJ3B 14/6/18 136 IT13713197 I J4 14/6/18 137 IT13713198 I J4A 14/6/18 138 JT13713199 I J4B 14/6/18 1 139 IT13713200 I R 14/6/18 . 140; ; JT13713201 J;J7T I4/6/18 I41' `JT1371'3202 JXJ2 14/6/18 142 IT13713203 I KJ3 14/6/18 143 IT13713204 I KJ3B 14/6/18 144 IT13713205 J KJ4 14/6/18 1 45 IT13713206 I KJ7 14/6/18 1 2 of 2 4` Job Truss Truss Type ally Ply Park Sq Hm/Margate1966-C_Tray T13713162 PKS1966C-T Al MOD.QUEEN 11 1 Job Reference (optional) Mid-Flonda Lumber, Bartow, FL. 8.130 s Mar 11 2018 MITek Industries, Inc. Fri Apr 6 12:31:49 2018 Page 1 I D:fQY6XuKAOX 1 hl4k2ucB6kBy3q_a-9Xw33S4PoZ9MR Wp37UX6PKOCK4108bfSEV W7QIzTR Nu 13-9-2 20-0-0 26-2-14 32-5-12 40-0-0 1-0- 0- 7-6-4 6-2-14 6-2-14 6-2-14 6-2-14 7-6-4 -0- I1 Scale = 1:68.8 5x5 = 5 3x4 = 3x4 = 3x6 3x6 = 5x8 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.32 10-11 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.91 Vert(CT) 0.58 10-11 830 180 BCLL 0.0 Rep Stress Incr NO WB 0.76 Horz(CT) 0.13 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP No.2'Except' TOP CHORD 1-3,7-9: 2x4 SP No.1 BOT CHORD BOT CHORD 2x4 SP No.1 WEBS WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1660/0-7-8, 8=1660/0-7-8 Max Horz 2=203(LC 12) Max Uplift 2=-517(LC 12), 8=-517(LC.13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2990/889, 3-4=-2777/880, 4-5=-1897/669, 5-6=-1897/669, 6-7=-2777/881, 7-8=-2990/890 BOT CHORD 2-12=-882/2620, 11-12=-609/2102, 10-11=-464/2102, 8-10=-679/2620 WEBS 5-11=-393/1323, 6-11=-733/425, 6-10=-234/648, 7-10=-396/298, 4-11=-733/424, 4-12=-233/648, 3-12=-396/298 PLATES GRIP MT20 244/190 Weight: 206 lb FT = 20% Structural wood sheathing directly applied or 2-7-4 oc purlins. Rigid ceiling directly applied or 6-5-15 oc bracing. 1 Row at midpt 6-11, 4-11 NOTES- (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCDL=3.Opsf, h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 20-0-0, Exterior(2) 20-0-0 to 23-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) except Ot=lb) 2=517, 8=517. 6) Truss is designed with, and confirms to the 2007 Florida Building Code w/2009 supplements. M Ig This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No; U860 MiTek USA, Inc. FL Cent 6634. 6904 Parke East Bid. Tampa FL 33610: Date: April 6,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 114II-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly. incorporate this design into the overall - building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iVliTek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component - 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. _ Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq Hm/Margate1966-C_Tray T13713163 PKS1966C-T A2 HIP 1 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL. 0- 6-8-5 0-0 6-8-5 12-10-3 19-0-0 +21-0-0 0 6.1-13 6-1-13 2-0-0 5x5 = 6.00 12 5x5 = 5 6 8.130 s Mar 11 2018 Mi I elkIndustries, Inc. rn Apr 6 12:31:bf zulu rage 1 Wq?GifrcQMh4ZDxyq_6K-w3P5kBAQvl ADOIQbbAg_kOjeRJ Wz01oe4ISYigzTRNm 27-1-13 33-3-11 40-0-0 41-0- 6-1-13 6-1-13 6-8-5 -0- 15 26 27 14 13 12 28 29 11 3x4 = 4x6 = 3x4 = 3x6 = 3x6 = 3x4 = 3x4 = 9-9-4 19-0-0 21 TT 30-2-12 40 ^0 ^0 Scale = 1:75.9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.35 14-15 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.61 14-15 >788 180 BCLL 0.0 Rep Stress Incr YES WB 0.37 Horz(CT) 0.13 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 216 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-7-3 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 6-6-6 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-14, 7-12 REACTIONS. (lb/size) 9=1660/0-7-8, 2=1660/0-7-8 Max Horz 2=194(LC 12) Max Uplift 9=-510(LC 13), 2=-51O(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3037/910, 3-4=-2781/871, 4-5=-1970/725, 5-6=-1686/691, 6-7=-1970/725, 7-8=-2781/871, 8-9=-3037/910 BOT CHORD 2-15=-895/2671, 14-15=-626/2184, 12714=-329/1686, 11-12=-538/2184, 9-11=-721/2671 WEBS 3-15=-375/278, 4-15=-182/580,4-14=-750/426, 5-14=-208/632, 6-12=-208/632, 7-12=-750/426, 7-11=-182/580, 8-11=-375/278 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 19-0-0, Exterior(2) 19-0-0 to 21-0-0, Interior(1) 25-2-15 to 41-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=510, 2=510. This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee IPE. No. 34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL<33610 Date: April 6,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 16II-7473 rev. 1010312015 BEFORE USE. pal' p Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not I truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall l« building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mirek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314, - Tampa, FL 36610 t_._-.. . ._- Job Truss Truss Type Qty Ply Park Sq Hm/Margatel966-C_Tray T13713164 PKS1966C-T A3 HIP 1 - 1 Job Reference (optional) Mid -Florida Lumber, - Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri Apr 6 12:31:58 2018 Page 1 I D:rFfnwM3Wq?GifrcQMh4ZDxyq_6K-OGzTyXB2gK140u?n9lBDGDGpmipelelnJ PC6FGzTRNI 1-0- 6-0-5 11-6-3 17-0-0 23-0.0 -5-33-11-112813 40-0-0 1-0- 0-0 6-0-5 5-5-13 5-5-13 6-0-0 5-5-13 5-5-13 6-0-5 -0-0 Scale = 169.7 6.00 12 5x5 = 5 5x8 = 24 25 6 d cb I 28 29 14 13 12 3U 31 11 3x4 = 3x8 = 3x6 3x4 = 3x4 = 3x6 = 3x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.25 14-15 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.96 Vert(CT) 0.49 11-12 970 180 BCLL 0.0 Rep Stress Incr YES WB 0.80 Horz(CT) 0.15 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 - Matrix -MS Weight: 221 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 WEBS REACTIONS. (lb/size) 2=166010-7-8, 9=1660/0-7-8 Max Horz 2=175(LC 12) Max Uplift 2=-493(LC 12), 9=-493(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3078/948, 3-4=-2851/917, 4-5=-2135/780, 5-6=-1847/755, 6-7=-2135/780, 7-8=-2851/917, 8-9=-3078/948 BOT CHORD 2-15=-860/2712, 14-15=-625/2284, 12-14=-411/1847, 11-12=-610/2284, 9-11=-769/2712 WEBS 3-15=-335/250, 4-15=-149/514, 4-14=-635/365, 5-14=-168/625, 6-12=-217/653, 7-12=-636/365, 7-11=-150/515, 8-11=-335/250 Structural wood sheathing directly applied or 2-10-2 oc purlins. Rigid ceiling directly applied or 2-2-0 oc bracing. 1 Row at midpt 6-14 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10. Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 17-0-0, Exterior(2) 17-0-0 to 27-2-15, Interior(1) 27-2-15 to 41-0-0 zone,C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pond ing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=493, 9=493. This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No: 34869 MiTek USA, Inc. FL Cert 6634, PO4 Parke East Blvd: Tampa FL 33610 Date: April 6,2018 WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not , a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing n Nl r• ICisalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the t V i fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 - Job Truss Truss Type Qty Ply= Reqfe:. gate1966-C_TrayT13713165 PKS1966C-T A4 HIP 1 optional) Mid -Florida Lumber, Bartow, FL. 8.13u s Mar r1 zul is MI I ex Inousmes, Inc. rn r,pi o z -au cu to —yr 1 I D:rFfnwM3 Wq?GifrcOMh4ZDxyq_6K-sSXr9tCgReQxe2a jbiSpRowf69sUCRwY3xfnjzTRNk 1-0-- 7-9-4 15-0-0 . 20-0-0 25-0-0 32-2-12 40-0-0 41-0- 0-0 7-9-4 7-2-12 5-0-0 5-0-0 7-2-12 7-9-4 1 -0-0 Scale = 1:68.9 5x8 = 1.5x4 I 4 23 5 24 5x8 = 6 14 13 Lr 12 Zo 11 10 3x6 1.5x4 II 3x4 = 5x8 = 3x4 = 1.5x4 II 3x6 25-0-0 32-2-12 i 40-0-0 I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) 0.18 12 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.90 Vert(CT) 0.37 13-14 999 180 BCLL 0.0 Rep Stress Incr YES WB 0.36 Horz(CT) 0.16 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1660/0-7-8, 8=1660/0-7-8 Max Horz 2=155(LC 12) Max Uplift 2=-474(LC 12), 8=-474(LC 13) PLATES GRIP MT20 2441190 Weight: 221 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 6-6-3 oc bracing. WEBS 1 Row at midpt 3-13, 7-11 FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3054/953, 3-4=-2344/815, 4-5=-2133/829, 5-6=-2133/829, 6-7=-2344/815, 7-8=-3054/953 BOT CHORD 2-14=-755/2659, 13-14=-755/2659, 12-13=-478/2005, 11-12=-487/2005, 10-11=-761/2659, 8-10=-761/2659 WEBS 3-14=0/328, 3-13=-754/407, 4-13=-146/514, 4-12=-169/381, 5-12=-323/202, 6-12=-169/381, 6-11=-146/514, 7-11=-754/407, 7-10=0/328 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 15-0-0, Exterior(2) 15-0-0 to 29-2-15, Interior(1) 29-2-15 to 41-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=474, 8=474. This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee 'PE.No. 34869 MiTek USA, Inc. FG Cert 6634 6904 Parke East Blvd. Tampa FLr33610 Date: April 6,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II-7473 rev. 1010312015 BEFORE USE. MARDesignvalidforuseonlywithMiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall MA building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 T Job Truss Truss Type Qty Ply Park Sq Hm/Margate1966-C_Tray T13713166 PKS1966C-T A5 HIP 1 1 Job Reference (optional) Mid-Flonda Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri Apr 6 12:32:00 2018 Page 1 I D:rFfnwM3 Wq?GifrcQMh4ZDxyq_6K-Ke4DNDCI CyYoFC9AGI Eh McL60 WXSDbZ4mjhDJ9zTR Nj 1-0 6-9-4 13-0-0 20-0-0 27-0-0 33-2-12 40-0-0 1-0- 0-0 6-9-4 6-2-12 7-0-0 7-0-0 6-2-12 6-9-4 -0-0 Scale = 1:68.9 5x8 = 4 23 1.5x4 5x8 = 5 24 6 14 13 11 12 GO 11 10 3x6 1.5x4 II 3x4 = - 5x8 = 3x4 = 1.5x4 I - 3x6 = i i 1320 2000 12 40-0-0 2 70 2 6-96-9-4 -4 Plate Offsets (X Y)-- 14 0-6-0 0-2-81 (6:0-6-0 0-2-81 112:0-4-0 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.20 12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0,42 12-13 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.62 Horz(CT) 0.16 8 We We BCDL 10.0 Code FBC2017/TPI2014 Matrix MS Weight: 212 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-6-10 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1660/0-7-8, 8=1660/0-7-8 Max Horz 2=136(LC 12) Max Uplift 2=-452(LC 12), 8=-452(LC 13) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3097/985, 3-4=-2506/866, 4-5=-2493/928,5-6=-2493/928, 6-7=-2506/866, 7-8=-3097/985 BOT CHORD 2-14=-790/2705, 13-14=-790/2705, 12-13=-552/2166, 11-12=-560/2166, 10-11=-799/2705, 8-10=-799/2705 WEBS 3-14=01269, 3-13=-625/348, 4-13=-122/481, 4-12=-240/578, 5-12=-481/295, 6-12=-240/578, 6-11=-122/481, 7-11=-625/348, 7-10=0/269 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 13-0-0, Exterior(2) 13-0-0 to 31-2-15, Interior(1) 31-2-15 to 41-0-0 zone,C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=452, 8=452. This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. 34865 MiTek USA, Ina. FL .Cert 6634 8904 Parke East Blvd: Tampa FL 33610r Date: April 6,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for anindividual building component, not a truss system. Before use, the building designer must verify theapplicability of design parameters and properly incorporate this design into the overall - building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is alwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. - Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314, Tampa, FL 36610 Job Truss Truss Type City Ply Park Sq Hm/Margatel966-C_Tray T13713167 PKS1966C-T A6T SPECIAL 1 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MI IeK Inousmes, Inc. rrl Apr b 1z:sz:U1 Zulu rage 1 I D:rFfnwM3 Wq?GifrcQMh4ZDxyq_6K-orecaZDxzFgftMkMgOlwusuM_wityOH D?NQmrbzTRNi 1-0- 8-8-4 11-0-0 15-6-4 20-0-8 24-6-4 29-010 34-2-12 40-0-0 1-0- 0-0 4-7-6 4-0-14 2-3-12 4_ - 4-6-4 4-5-12 4-5-12 5-2-12 5-9-4 -0-0 Scale = 1:70.1 5x5 = 5 3x4 2x4 3x10 = 5x5 = 31 6 7 8 32 9 22 21 3x8 = 17 _ 16 " 14 - 13 3x6 = 5x6 = 2x4 2x4 II 5x6 = 4x6 = 1.5x4 II 3x6 3x8 = 6 8-84 I2130-20 I 20-0--8 I 29-0-0 1 40-0-0 4-5-12 -2-12 5-9-444-776 19-08 44612 Plate Offsets IX Y)-- 15 0-2-8 0-2-41 f9 0-2-8 0-2-41 118 0-2-8_Fdoel_ 120 0-6-0.0-3-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid TCLL 20. 0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.29 18-19 999 240 TCDL 10. 0 Lumber DOL 1.25 BC 0.80 Vert(CT) 0.69 18-19 691 180 BCLL 0. 0 Rep Stress Incr YES WB 0.72 Horz(CT) 0.23 11 n/a n/a BCDL 10. 0 Code FBC2017/TP12014 Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 *Except* BOT CHORD 4-21, 7-17: 2x4 SP No.3, 18-20: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 20-22, 16-18: 2x4 SP No.2 REACTIONS. (lb/ size) 2=1660/0-7-8, 11=1660/0-7-8 Max Horz 2=117(LC 12) Max Uplift 2=-428(LC 12), 11=-428(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3178/978, 3-4=-3694/1170, 4-5=-3187/1041, 5-6=-2857/966, 6-7=-3533/1175, 7-8=- 3508/1171, 8-9=-2326/845, 9-1 0=-2655/885, 10-11 =-3141/975 BOT CHORD 2-22=-792/2796, 4-20=-191/599, 19-20=-896/3266, 18-19=-952/3329, 7-18=-257/156, 14-16=- 739/2749, 13-14=-799/2754, 11-13=-799/2754 WEBS 3- 22=-634/232, 20-22=-775/2684, 3-20=-157/518, 4-19=-726/320, 5-19=-358/1221, 6-19=- 768/358, 6-18=-109/371, 16-18=-705/2722, 8-18=-351/1101, 8-16=-536/189, 8-14=- 773/307, 9-14=-248/890, 10-14=-515/289 PLATES GRIP MT20 244/ 190 Weight: 238 lb FT = 20% Structural wood sheathing directly applied or 2-9-15 oc purlins. Rigid ceiling directly applied or 6-5-7 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0. 18; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 11-0-0, Exterior(2) 11-0-0 to 32-0- 0, Interior(1) 32-0-0 to 41-0-0 zone;C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1. 60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=428, 11=428. This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No, 34869 MiTek USA, Inc. FL Celt 6634 6904 parts East Blvd, Tampa FL 33610 Date: April 6, 2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not n a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek° is alwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 t! Job Truss Truss Type Qty Ply Park Sq Hm/Margalel966-C_Tray T13713168 PKS1966C-T A7T SPECIAL 1 1 Job Reference (optional) Mid-Flonda Lumber, Bartow, FL. o.-tau s mar -1 1 BU RS Nu I ex mupsmes, Inc. rn r pr o idacud du io rage I I D:rFfnwM3Wq?GifrcQMh4ZDxyq_6K-G 1 C_nvEZkZoWV WIYOjG9R3QTcJEGhUgNE 1 AJ01 zTRNh 1-0- 4-1: 8-84 9- 0 14-6-4 20-0-8 25-6-4 31-0-0 35-2-12 40-0-0 41-0- - 0-0 4-71 4-0-14 0- -12 5-6-4 5-6-4 5-5-124-2-12 -0-0 Scale = 1,70.0 d 2x4 II 5x5 = 2x4 3x4 = 3x8 = 4x4 = 5x8 = Ann 1715-- 4 5 33 34 635 7 8 9 36 37 38 . 10 _ 3x4 % 1.5x4 i 3 32 11 39 31 40 1 5vd 14 Al 16 3x6 = 23 22 21 5x6 = 1.5x4 I 6x8 = 2x4 II bxlu — 4x4 = 17 16 15 14 3x4 - 7x8 = 3x6 = 3x4 = 3x8 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC . 0.67 Vert(ILL) 0.39 18-19 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.73 Vert(CT) 0 80 18-19 599 180 BCLL 0.0 ': Rep Stress Incr YES WB 0.70 Horz(CT) 0.25 12 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 _ TOP CHORD BOT CHORD 2x4 SP No.3 *Except* BOT CHORD 2-21,15-17: 2x4 SP No.2, 18-20,12-15: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 16-18,20-23: 2x4 SP No.2 REACTIONS. (lb/size) 2=1673/0-7-8, 12=1663/0-7-8 Max Horz 2=107(LC11) Max Uplift 2=-298(LC 12), 12=-301(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3200/1023, 3-4=-3841/1237, 4-5=-3813/1285, 5-6=-4243/1399, 6-8=-4534/1497, . 8-9=-4486/1485, 9-10=-3272/1136, 10-11=-2839/948, 11-12=-3130/1056 BOT CHORD 2-23=-833/2815, 19-20=-865/3168, 18-19=-1194/4243, 8-18=-313/157, 14-16=-693/2490, 12-14=-879/2772 WEBS 3-23=-769/270, 5-19=-406/1352, 6-19=-577/257, 6-18=-120/419, 16-18=-893/3105, 9-18=-407/1425, 9-16=-1149/416, 10-16=-347/1095, 10-14=-53/391, 11-14=-340/212, 20-23=-812/2784, 3-20=-123/663, 5-20=-277/825 Weight: 227 lb FT = 20% Structural wood sheathing directly applied or 2-3-1 oc purlins. Rigid ceiling directly applied or 5-9-10 oc bracing. Except: 10-0-0 oc bracing: 20-22 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 3-0-0, Interior(1) 3-0-0 to 9-0-6, Exterior(2) 9-0-0 to 35-0-0, Interior(1) 35-0-0 to 41-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load,nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=298,12=301. This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. 3USS MiTek USA, Ino: FL Cert6634 6904 Parke East Blvd. Tampa FL'33610 ' Date: April 6,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall - building design. Bracing indicated into prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Tekf is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Mi ( fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, OSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alemndria, VA 22314, - Tampa, FL 36610 E Job Truss Truss Type Qty Ply Park Sq Hm/Margale1966-C_Tray T13713169 PKS1966C-T AST SPECIAL 1 Job Reference (optional) M iid-Flonda Lumber, Bartow, FL. 8.13U s Mar 11 ZU18 MI I eK Industries, Inc. Fn Apr a 1Z:3Z:u4 Zu18 rage 1 I D:rFfnwM3Wq?GifrcQMh4ZDxyq_6K-DQKkCaFpGA2EkpSxV8ld WUWws7_39SGfhUQSwzTRNf 1-0- 3-9-0 7-0-0 8-8-0 12-5-1 16-3-10 20-0-8 24-4-15 28-7-9 33-0-0 36-2-12 40-0-0 1-0- 0-0 3-2-12-8-13 3-10-9 3-8-14 4-4-7 4-2-11 4-4-7 3-2-12 3-9-4 -0-0 Scale = 1:70.1 d 5x9 = 6x8 = 4x5 = 3x4 = 1.5x4 II 4x5 = 3x6 = 1.5x4 5x7 = 6.00 12 4 5 6 7 8 9 10 - 11 12 1.5x4 1.5x4 3 Iazr= 13 3 20 3x6 = 25 24v^ 4x4 = 6x12 MT20HS = 19 18 17 16 2x4 I 4x8 — 3x4 l 7x8 = 6x8 = 3x4 = 6x9 = 3x6 = d 7-0-0 8-8-4 12-5-1 16-3-10 1 20-0-8 24-4-15 26-7-9 33-0-0 40-0-0 7-0-0 1-8-4 3-8-13 3-10-9 3-8-14 I 4-4-7 i 4-2-11 4-4-7 7-0-0 Plate Offsets (X Y)-- f2:0-2-12 0-1-81 f4:0-6-0 0-2-41 f 12:0-5-4 0-2-81 [17:0-4-0 Edge] 18:0-3-8 Edge] 20:0-7-4 0-3-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL . 1.25 TC 0.24 Vert(LL) 0.31 20-21 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.45 Vert(CT) 0.60 20-21 805 180 MT20HS 1871143 BCLL 0.0 Rep Stress Incr NO WB 0.45 Horz(CT) 0.16 14 n/a n/a BCDL 10.0 Code FBC2017/7PI2014 Matrix -MS Weight: 467 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 20-23, 2x6 SP No.1, 17-19: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 23-25,4-23,18-20: 2x4 SP No.2 REACTIONS. lb/size) 2=1660/0-7-8, 14=1660/0-7-8 Max Horz 2=-78(LC 9) Max Uplift 2=-488(LC 5), 14=-488(LC 4) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 23-24. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250, (lb) or less except when shown. TOP CHORD 2-3=-3185/1010, 3-4=-2970/976, 4-5=-4233/1451, 5-6=-5519/1917, 6-7=-6189/2154, 7-8=-6189/2154, 8-10=-6169/2148, 10-11=-3676/1296, 11-12=-3677/1296, 12-13=-2968/978, 13-14=-3170/1007 BOT CHORD 2-25=-900/2813, 5-23=-914/390, 22-23=-142014315, 21-22=-1856/5519, 20-21=-2114/6252, 18-19=-148/453, 17-18=-1428/4301, 16-17=-787/2622, 14-16=-852/2806 WEBS 4-25=-1586/ 575, 23-25=-903/2917, 4-23=-1103/3185, 18-20=-1316/3960, 10-20=-769/2177, 10-18=-868/348, 10-17=-852/321, 11-17=-264/164, 12-17=-556/1403, 12-16=-49/296, 6-22=-695/320, 5-22=-555/1467, 6-21=-322/841 NOTES- 1) 2-ply truss to be connected together with 1Od (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 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; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS ( envelope) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf 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) except (jt=lb) 2=488, 14=488. This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on. any electronic copies. Julius Lee PE No, * 869 MiTek USA, Inc. FL . Cart f 634 6904 Parke East Blvd. Tampa FL 33610 Date: April 6,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not p a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall on p q building design. Bracing indicatedistopreventbucklingofindividualtrussweband/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the iVIiTe k° fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply Park Sq Hm/Margate1966-C_Tray T13713170 PKS1966C-T A9 HIP 1 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 Mi Iek Industries, Inc. Fri Apr 8 12:32:05 2018 Page 1 ID:rFfnwM3Wq?GifrcQMh4ZDxyq_6K-hcu6QWGR1 UA5Mzl73sps3i2?nXE4uvxpw?Oz_MzTRNe 1-0- 6-7-0 12-7-8 18-8-0 21-4-0 27-4-8 33-5-0 40-0-0 1-0- 0- 6-7-0 6-0-8 6-0-8 2-8-0 6-0-8 6-7-0. 0-0 Scale = 1:70.1 5x5 = 6.00 12 5x8 = 5 6 io m u 14 is 12 co ca ii 3x4 = 4x6 _ 3x4 = - 3x6 = 3x6 = US = 3x4 = 11 9-7-4 i 18-8-0 21-4-0 30-4-12 40-0-0 9-7-4 9-0-12' 2-8-0 9-0-12 '9-7-4 Plate Offsets (X,Y)- [2 0-6-0 0-0-61 I4'0-2-8 0-3-41 15:0-2-8 0-2-41 I6:0-6-0 0-2-81 I7:0-2-8 0-3-41 [9:0-6-0 0-0-61 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) 0.29 11-12 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.79 Vert(CT) 0.55 11-12 872 180 BCLL 0.0 Rep Stress Incr YES WB 0.42 Horz(CT) 0.13 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.1 BOT CHORD WEBS 2x4 SP No.3 WEBS REACTIONS. (lb/size) 2=1660/0-7-8, 9=1660/0-7-8 Max Horz 2=191(LC 12) Max Uplift 2=-507(LC 12). 9=-507(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3044/919, 3-4=-2793/881, 4-5=-1997/733, 5-6=-1713/707, 6-7=-1996/733, 7-8=-2793/881,8-9=-3044/919 BOT CHORD 2-15=-888/2678, 14-15=-627/2203, 12-14=-334/1710, 11-12=-553/2203, 9-11=-730/2678 WEBS 3-15=-369/276,4-15=-166/570, 4-14=-711/403, 5-14=-211/621, 6-12=-247/619, 7-12=-713/404, 7-11=-167/571, 8-11=-368/276 Weight: 229 lb FT = 20% Structural wood sheathing directly applied or 2-7-13 oc purlins. Rigid ceiling directly applied or 6-7-0 oc bracing. 1 Row at midpt 4-14, 6-14, 7-12 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 18-8-0, Exterior(2) 18-8-0 to 21-4-0, Interior(1) 25-6-15 to 41-0-0 zone,C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water porting. 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) Provide mechanical connection, (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=507, 9=507. This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. 34869 MiTek USA, Inc. FL Cett6634. 6904 Parke East Blvd. Tampa FL 33610, Date: April 6,2018 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not - a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall - building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M tTe'C is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. - Tampa; FL 36610 Job Truss Truss Type Qty Ply Park Sq Hm/Margatel966-C_Tray T13713171 PKS1966C-T A10 HIP 1 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL. 6.1Ju s mar r1 zu18 MI I eK Inaustnes, inc. rn mpr o ica i:ou cu io raye i I D: rFfnwM3 Wq?GifrcOMh4ZDxyq_6K-dj URGo51 ZtH D2g0FhC2 LyXxOEU5Et29cT9GhykzTRNt 1-0- 5-11-0 11-3-8 16-8-0 23-4-o 28-8-8 34-1-0 40-0-0 1-0- 0-5-4-8 6-8-0 5-4-8 5-4-8 5-11-0 -0-0 Scale = 1:69.7 6.00 12 5x5 = 5 24 25 5x8 = 6 1b 2d 29 14 1.5 12 ou 31 11 3x4 = 3x8 = 3x6 3x4 = 3x4 = 3x6 = 3x8 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) 0.23 14-15 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.93 Vert(CT) 0.47 11-12 999 180 BCLL 0.0 Rep Stress Incr YES WB 0.75 Horz(CT) 0.15 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 PLATES GRIP MT20 244/190 Weight: 220 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 6-14 REACTIONS. (lb/size) 2=1660/0-7-8, 9=1660/0-7-8 Max Horz 2=171(LC 12) Max Uplift 2=-490(LC 12), 9= 490(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3084/953, 3-4=-2862/922, 4-5=-2164/789, 5-6=-1876/762, 6-7=-2164/789, 7-8=-2862/922, 8-9=-3085/953 BOT CHORD 2-15=-854/2719, 14-15=-624/2300, 12-14=-424/1876, 11-12=-619/2300, 9-11=-775/2719 WEBS 3-15=-329/245, 4-15=-146/501, 4-14=-616/357, 5-14=-1591620, 6-12=-210/654, 7-12=-617/357, 7-11=-147/501, 8-11=-329/245 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11, Exp B, Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 16-8-0, Exterior(2) 16-8-0 to 27-6-15, Interior(1) 27-6-15 to 41-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=490,9=490. This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No,34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 bate: April 6,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not R a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall p qbuildingdesign. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing f y iTe kfisalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate,lnstitute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 I i Job Truss Truss Type Qty Ply Park Sq Hm/Margatel966-C_Tray T13713172 PKS1966C-T All HIP 1 1 Job Reference (optional) Mid-Flonda Lumber, Bartow, FL. t5.13U s Mar 11 Z1116 MIIeK Industries, Inc. t-rl Apr to IG31:91 Luld rage 1 I D:rFfnwM3 Wq?GifrcOMh4ZDxyq_6K-5w2q U85fKBP4ggzRFvZaUITZRuSEcS U1ip?EVAzTRNs 1-0- 14-8-0 1-0-025-4-0 32-4-12 40-0-0 41-0- 0-0 7-7-4 7-0-12 5-4-0 5-4-0 7-0-12 7-7-4 -0-0 - Scale = 1:68.9 5x8 = 1.Sx4 11 4 23 5 24 5x8 = 6 14 . 13 ` r 12 11 10 1.5x4 11 - 3x4 = 5x8 = 3x4 = 1.5x4 11 3x6 = 3x6 = 7-7-4 14-8-0 20-0-0 25-4-0 32-4-12 40-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) -0.18 12 >999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.36 11-12 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.93 Horz(CT) 0.16 8 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1660/0-7-8, 8=1660/0-7-8 Max Horz 2=152(LC 16) Max Uplift 2=-470(LC 12), 8=-470(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3062/958, 3-4=-2371/824, 4-5=-2186/843, 5-6=-2186/843, 6-7=-2371/824, 7-8=-3062/958 BOT CHORD 2-14=-758/2667, 13-14=-758/2667, 12-13=-491/2031, 11-12=-499/2031, 10-11=-767/2667, 8-10=-767/2667 WEBS 3-14=0/319, 3-13=-734/397, 4-13=-143/507, 4-12=-179/409, 5-12=-351/219, 6-12=-1791409, 6-11=-143/507, 7-11=-734/397, 7-10=0/319 PLATES GRIP MT20 244/190 Weight: 219 lb FT = 20% Structural wood sheathing directly applied. Rigid ceiling directly applied or 6-6-12 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf, h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 14-8-0, Exterior(2) 14-8-0 to 29-6-15, Interior(1) 29-6-15 to 41-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1,60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between.the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=470, 8=470. . This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document -are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Leek No. 9869 MiTek, USk Ina. FL Cert 6634. 064, Parke East Blvd. Tampa FL 33610 Date: April 6,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI177473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not x a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing T2k* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq Hm/Margate1966-C_Tray T13713173 PKS1966C-T Al2 HIP 1 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL. 8.13U s Mar 11 2Ula MI IeK Inaustrles, Inc. I-n Apr b 12:3t:Dz LU-lo rage l I D:rFfnwM3 Wq?GifrcOMh4ZDxyq_6K-Z6cChU6H4UYxlzYdod4p 1 yOjFlpl L?PuxTln 1 dzTRNr O- 6-7-4 12-8-0 20-0-0 27A-0 33-4-12 40-0-0 1-0- 0-0 6-7-4 6-0-12 7-4-0 7-4-0 6-0-12 6-7-4 -0-0 Scale = 1:68.9 5x8 = 1.5x4 11 5x8 = 4 23 5 24 6 14 13 `r 12 LO 11 10 3x6 = 1.5x4 3x4 = 5x8 = 3x4 = 1.5x4 3x6 6-7-420-0-0 I 27-4-0 33-4-12 40-0-0 6-7-4 6-0-12 7-4-0 7-4-0 6-0-12 6-7-4 Plate Offsets (X Y)-- (4 0-6-0 0-2-81 16 0-6-0 0-2-81 (12 0-4-0 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0.20 12-13 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.80 Vert(CT) 0.43 12-13 999 180 BCLL 0.0 Rep Stress Incr YES WB 0.57 Horz(CT) 0.16 8 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1660/0-7-8, 8=1660/0-7-8 Max Horz 2=133(LC 12) Max Uplift 2=-448(LC 12), 8=-448(LC 13) PLATES GRIP MT20 244/190 Weight: 211 Ito FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 6-6-7 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3104/990, 3-4=-2533/874, 4-5=-2565/948, 5-6=-2565/948, 6-7=-2533/874, 7-8=-3104/990 BOT CHORD 2-14=-796/2712, 13-14=-796/2712, 12-13=-564/2194, 11-12=-573/2194, 10-11=-805/2712, 8-10=-805/2712 WEBS 3-14=0/258, 3-13=-602/338, 4-13=-117/478, 4-12=-256/620, 5-12=-505/310, 6-12=-256/620, 6-1 1=-1 17/478, 7-11=-602/339, 7-10=0/258 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.1 B. MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1)2-0-0 to 12-8-0, Exterior(2) 12-8-0 to 31-6-15, Interior(1) 31-6-15 to 41-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=448, 8=448. 0 This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. U869 MITek USA, Inc. FL Cart6634 6904 Parke East Blvd, Tampa FL 33610 Date: April 6,2018 WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not - tt a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iw iTe k° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and,truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component - 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 1 Job Truss Truss Type Qty Ply ParkSqHm/Margate1966-C_Tray T13713174 PKS1966C-T A13 HIP 1 1 Job Reference (optional) Mid-Flodda Lumber, Bartow, FL. a.13u s mar 11 zu18 mi i eK Industries, Inc. rrl Apr o lz:J1:OJ 2u1a rage 1 I D:rFfnwM3 Wq?GifrcQMh4ZDxyq_6K-119avg7vrogow76gMKc2ZAZzyh9Y4VN297 ULZ3zTRNq 1-0- 5-7-0 10-8-0 16-10-11 23-1-5 29-4-0 34-4-12 40-0-0 1-0- 0-0 5-711 5-0-12 6-2-11 6-2-11 6-2-11 5-0-12 5-7-4 -0-0 Scale = 1:68.9 5x5 = 4 3x4 = 3x4 = 5x5 = 24 5 6 25 7 15 14 12 11 3x6 = 1.5x4 II 3x8 = 5x8 3x8 = 1.5x4 II 3x6 = i `-7-4 10-8-0 20-0-0 29-4-0 34-4-12 40-0-0 5-7-4 5-0-12 9-4-0 9-4-0 _ 5-0-12 Plate Offsets (X Y)-- f4 0-2-8 0-2-41 f7 0-2-8 0-2-41 f13 0-4-0 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.54 Vert(LL) -0.25 12-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.55 12-13 >865 180 BCLL 0.0 Rep Stress Incr YES WB 0.33 Horz(CT) 0.16 9 n/a n/a BCDL 10.0 Code FBC2017rTP12014 Matrix -MS Weight: 207 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-5 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 6-9-14 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-14, 6-12 REACTIONS. (lb/size) 2=1660/0-7-8, 9=1660/0-7-8 Max Horz 2=-113(LC 13) Max Uplift 2=-423(LC 12), 9=-423(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3140/1021, 3-4=-2697/919, 4-5=-2368/878, 5-6=-2974/1037, 6-7=-2368/878, 7-8=-2697/919, 8-9=-3140/1021 BOT CHORD 2-15=-832/2753, 14-15=-832/2753, 13-14=-851/2919, 12-13=-824/2919, 11-12=-841/2753, 9-11=-841/2753 WEBS 3-14=-467/282, 4-14=-232/867, 5-14=-827/356, 6-12=-827/356, 7-12=-232/867, 8-12=-467/283 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf; h=15ft; Cat. 11. Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 10-8-0, Exterior(2) 10-8-0 to 33-6-15, Interior(1) 33-6-15 to 41-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. This item has been5) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. electronically Signed and 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) Sealed by Lee, Julius, PE 2=423,9=,423. using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. 34869 MITek USA, Ina. FL Cert 6634' 6904 Parke East BIA. Tampa FL 33610 Date: April 6,2018 wARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design validfor use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must.verify the applicability of design parameters and properly incorporate this designinto the overall - building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing - MaT'i k is alwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. - Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 j Job Truss Truss Type Qty Ply Park Sq Hm/Margate1966-C_Tray T13713175 PKS1966C-T A14 SPECIAL 1 1 Job Reference o tional Mid-Flonda Lumber, Bartow, FL. 8.130 s Mar 11 2018 Mi I ex Industries, Inc. Fri Apr 6 12:31:54 20m rage 1 I D:rFfnwM3 Wq?GifrcQMh4ZDxyq_6K-VUjy6ABYc6ofXHhOw27 H6N53C5SmpgDBOnEu5VzTRNp 1-0- 4-7-4 8-8-0 15-7-4 22-4-11 29-3-15 0-4- 34-10-12 40-0-0 1-0- 0- 4-7-4 4-0-12 6-11-4 6-9-8 6-11-4 -0-0 4-12 5-1-0 -0- Scale = 1:71.3 6x6 = 5x8 = 5x6 = 1.5x4 II 5x12 = a __ c a 7 8 17 16 1D 14 13 12 3x8 = 3x4 = 3x4 = 3x8 MT20HS = 5x8 = 3x4 = 3x6 3x8 = 8-8-0 15-7-4 22-4-1134-10-12 4 0-00 8-8-0 5-11-4 6-9-8 6-11-4 5-6-13 5-1-4 Plate Offsets (X Y)-- 12:0-8-0 0-0-101 f4:0-6-0 0-2-81 I5:0-3-0 0-3-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.34 14-16 999 240 TCDL 10.0 Lumber COL 1.25 BC 0.90 Vert(CT) 0.65 14-16 736 180 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(CT) 0.18 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD 4-5,5-7: 2x4 SP No.1 BOT CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1660/0-7-8, 10=1660/0-7-8 Max Horz 2=-103(1_C 13) Max Uplift 2=-610(LC 12), 10=-460(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3130/1165, 3-4=-2862/1056, 4-5=-3527/1340, 5-6=-3659/1345, 6-7=-3659/1345, 7-8=-3263/1157,8-9=-3163/1087,9-10=-3163/985 BOT CHORD 2-17=-1063/2770, 16-17=-876/2518, 14-16=-1233/3535, 13-14=-886/2876, 12-13=-720/2423,10-12=-812/2776 WEBS 3-17=-297/213, 4-17=-53/395, 4-16=-487/1195, 5-16=-512/298, 6-14=-439/264, 7-14=-412/1011, 7-13=-2087/862, 8-13=-848/2280, 8-12=-297/553, 9-12=-292/239 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 212 Ill FT = 20% Structural wood sheathing directly applied. Rigid ceiling directly applied or 5-4-2 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 8-8-6, Exterior(2) 8-8-0 to 11-8-0, Interior(1) 29-3-15 to 41-0-0 zone,C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=610, 10=460. This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. 3480 MiTek USA, Inc; FL Cert $634: 6904 Parke East Blvd. Tampa Fh,33610 Date: April 6,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and pennanent bracing Mire kFisalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314, Tampa, FL 36610 Job P 5x8 = 5x5 = 5x12 = 10 21 20 19 10 17 - 16 15 - 14 " 3x4 = 4x8 = 1.5x4 11 3x8 MT18HS = 1.5x4 4x8 = 1.5x4 3x6 3x6 = 3x8 l - 6-$-0 S-2-14 Plate Offsets (X Y)-- i2 0-6-0 0-0-61 f4'0-6-0 0-2-81 5x8 = 5x5 = 5x12 = 10 21 20 19 10 17 - 16 15 - 14 " 3x4 = 4x8 = 1.5x4 11 3x8 MT18HS = 1.5x4 4x8 = 1.5x4 3x6 3x6 = 3x8 l - 6-$-0 S-2-14 Plate Offsets (X Y)-- i2 0-6-0 0-0-61 f4'0-6-0 0-2-81 U-G--14 J-U-V 4-O-IL J-I-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(ILL) 0.44 17-19 >999 240 MT20 ' 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.80 Vert(CT) 0,84 17-19 >571 180- MT18HS 244/190 BCLL 0.0 Rep Stress Incr NO WB 0.83 Horz(CT) 0.19 . 12 n/a n/a . BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 212 lb FT = 20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-4-5 oc purlins. 6-9: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-11-11 ocbracing. I BOT CHORD 2x4 SP No.1 WEBS 1 Row - mid pt 9-16 WEBS 2x4 SP Nc.3 i at REACTIONS. (lb/size) 2=1660/0-7-8, 12=1660/0-7-8 Max Horz 2=-103(LC 9) Max Uplift 2=-610(LC 8), 12=-460(LC 8) Ei FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. j TOP CHORD 2-3=-3184/1174, 3-4=-2987/1100, 4-5=-3982/1491, 5-7=-3982/1491, 7-8=-4708/1682, 8-9=-4708/1682, 9-1 0=-2734/917, 10-11 =-2769/928, 11-12=-3163/943 BOT CHORD 2-21=-1080/2810, 20-21=-951/2651, 19-20=-1632/4642, 17-19=-1632/4642, 16-17=-1334/4089,15-16=-1336/4086,14-15=-791/2778,12-14=-791/2778 WEBS 4-21 =-35/291, 4-20=-575/1585, 5-20=-329/203, 7-20=-792/253, 8-17--337/206, 9-17=-335/820,9-15=-2515/932,10-15=-723/2176,11-15=1-441/242 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf, h=15ft; Cat. 11; Exp B, Encl., GCpi=0.18; MWFRS (envelope) gable end zone, Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. This Item has been6) ` 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 i will fit between the bottom chord and any other members. electronically Signed and 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) sealed by Lee, Julius, PE 2=610; 12=460. using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic Copies. Julius Lee PE No 34869 MiTek USA; Inc. FGCert 6634; 8904 Parke East Blvd, Tampa FL;33610 Date:' April 6,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MIME REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. . •< Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is foran individual building component not _ a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this: design into the overall - building design. Bracing indicated is to prevent buckling of individual truss web and/or, chord members only. Additional temporary and permanent bracing . •. Welkisalways_ required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPH Quality Criteria, DSB-e9 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite312, Alexandria, VA.22314. Tampa, FL 36610 r Truss Truss Type Qty Ply Park Sq Hm/Marg T13713176ate1966-C_Tray Job Truss Truss Type Qly Ply Park Sq Hm/Margale1966-C_Tray T13713177 PKS1966C-T B1 COMMON 1 1 Job Reference (optional) Mid-Flonda Lumber, Bartow, FL. - 8.130 s Mar 1.1 2018 Mi I elk Industries, Inc. Fn Apr b 12:32:ub Zu18 rage 1 I D:rFfnwM3 Wq7GifrcQMh4ZDxyq_6K-9oSVdGH3nolyz7cKdZK5bvbCxxZQdPRy9e8XXpzTRNd 1-0-0 5-1-4 9-8=0 14-2-13 19-0-0 1-0-0 5-1-4 4-6-12 4-6-12 4-9-3 4x4 = 4 Scale = 1:33.1 III 44 = 5x8 = 4x4 = 9-8=0 19-0-0 19-0 0 9-8-0 9-4-0 d-a-b Plate Offsets (X,Y)-- f7:0-4-0 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) -0.14 7-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.31 7-13 >731 180 BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(CT) 0.03 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 84 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-7 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-4-3 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 6=758/0-7-8, 2=822/0-7-8 Max Horz 2=117(LC 12) Max Uplift 6=-229(LC 13), 2=-263(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1272/425, 3-4=-947/323, 4-5=-944/333, 5-6=-1249/429 BOT CHORD 2-7=-392/1116, 6-7=-317/1068 WEBS 4-7=-137/559, 5-7=-342/253, 3-7=-388/267 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCDL=3.Opsf, h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 9-8-0, Exterior(2) 9-8-0 to 12-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 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 at=lb) 6=229, 2=263. This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No34869 MiTek USA, Inc. FL Ced 6634 6904 Parke East Blvd, Tampa FL 33614 Date:' April 6,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTeM connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the.applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing .More kRisalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 i Job Truss Truss Type Qty Ply Park Sq Hm/Margatel966-C_Tray T13713178 PKS1966C-T 82 HIP 1 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri Apr 6 12:32:07 2018 Page 1 I D:rFfnwM3Wq?GifrcQMh4ZDxyq_6K-d?OlrclhY5QobHB WBGsKB78OtKyyMs?6Nlt43FzTRNc 1-0-0 4-9-4 9-0-0 10-4-0 14-6-12 19-0-0 1-0-0 4-9-4 4-2-12 1-4-0 4-2-12 4-5-4 Scale = 1:33.9 4x4 = 4 5 4x4 = 4x4 = 4x6 = 4x4 = 3x4 = 3x4 = 9-0-0 1-4-0 8-8-0 0-4- LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0.13 10-16 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.29 10-16 >794 180 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(CT) 0.03 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 89 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-3-13 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 7=758/0-7-8, 2=822/0-7-8 Max Horz 2=111(LC 12) Max Uplift 7=-224(LC 13), 2=-258(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-972/371, 6-7=-1259/462, 4-5=-819/363, 2-3=-1293/479, 3-4=-978/361 BOT CHORD 2-10=-396/1137, 8-10=-189/819, 7-8=-360/1080 WEBS 6-8=-326/242, 5-8=-82/256, 4-10=-85/301, 3-10=-384/258 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp B. Encl., GCpi=0.18, MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 9-0-0, Exterior(2) 9-0-0 to 10-4-0, Interior(1) 14-8-11 to 19-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=224, 2=258. This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lea PE No.34869 MiTek'USA, Inc. FL Cent 6634, 6904 Parke East Blvd; Tampa FL 33810 Date: _ April 6,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,1II-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall - building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and.lruss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. - Tampa, FL 36610 - 179 r ii i I Job Truss Truss Type Qty Ply Park Sq Hm/Margate1966-C_Tray T13713 Mid -Florida Lumber, Bartow, FL. 1-0-0 3-9-4 7-0-0 1-0-0 3-9-4 3-2-12 4x8 = 20 4 17 8.130 s Mar 11 2U18 MI I eK Inaustnes, Inc. Fri Apr b 1Z:JZ:Ut5 2u1d rage -I I D:rFfnwM3Wq?GifrcQMh4ZDxyq_6K-5BZF2yJ KJ PZfD Rmik_NZgKgSBkF L5JcFcydebhzTRN b 12-4-0 15-6-12 19-0-0 _ 5-4-0 3-2-12 3-5-4 4x5 = 18 19 5 Scale = 1:33.1 4x4 = 4x4 = 3x4 = 3x8 = 3x5 = 7-0-0 12-4-0 19-0-0 19-4-0 7-0-0 5-4-0 6-8-0 0-4- Plate Offsets (X Y)-- f4 0-5-4 0-2-01 (7 Edge 0-0-101 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) -0.08 10-16 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.18 10-16 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.23 Horz(CT) 0.06 7 n/a n/a BCDL 10.0 Code FBC2017(TP12014 Matrix -MS Weight: 91 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-10-0 oc purlins. 4-5: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 7-0-12 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 REACTIONS. (lb/size) 7=758/0-7-8, 2=822/0-7-8 Max Horz 2=92(LC 8) Max Uplift 7=-456(LC 9), 2=-402(LC 9) Max Grav 7=1194(1-C 2), 2=1407(LC 19) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 5-6=-2203/796, 6-7=-2169/844, 4-5=-2001/755, 2-3=-2602/822, 3-4=-2408/801 BOT CHORD 2-10=-672/2303, 8-10=-617/2145, 7-8=-697/1889 WEBS 5-8=-49/486, 4-10=-52/613 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Concentrated loads from layout are not present in Load Case(s): #10 Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel; #11 Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel. This Item has been5) 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 electronically signed and will fit between the bottom chord and any other members. Sealed by Lee, Julius, PE 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) using a Digital Signature. 7=456, 2=402. Printed copies of this 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 289 lb down and 156 lb up at 25-8-0, 157 lb down and 85 lb up at-27-8-12, 157 lb down and 85 lb up at-28-11-4, 289 lb down and 156 lb up at-30-11-4, 48 lb document are not considered down and 92 lb up at 6-8-0, 97 lb down and 106 lb up at 7-0-0, 97 lb down and 106 lb up at 8-8-12, and 97 lb down and 106 lb up signed and sealed and the at 9-11-4, and 178 lb down and 203 lb up at 11-11-4 on top chord, and 397 lb down and 53 lb up at-25-8-0, 106 lb down at signature must be verified 27-8-12, 106 lb down at-28-11-4, 397 lb down and 53 lb up at-30-11-4, 331 lb down and 98 lb up at 6-8-0, 41 lb down at 8-8-12, on any electronic copies. and 41 lb down at 9-11-4, and 331 lb down and 98 lb up at 11-11-4 on bottom chord. The design/selection of such connection Julius Lee PENo.34869 device(s) is the responsibility of others. MiTek USA, Inc. FL C6634 Cart9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 6904 Parka East BlvFL Tampa FL 33619 LOAD CASE(S) Standard Date: April 6,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. @® Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not iry atrusssystem. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iw iTe k" isalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 I Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri Apr 6 12:32:08 2016 Page 2 _ I D:rFfnwM3 Wq?GifrcOMh4ZDxyq_6K-5BZF2yJKJ PZfD Rmik_NZgKgS BkF L5JcFcydebhzTRNb LOAD CASE(S) Standard j 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 - - Uniform Loads (plo Vert: 5-7=-60„ 4-5=-60, 1-4=-60, 11-14=-20 Job Truss Truss Type Qty Ply Park Sq Hm/Margate1966-C_Tray T13713179 PKS1966C-T B3 HIP 1 1 Job Reference optional) WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design,into the overall WOWbuildingdesign. Bracing indicated. is to prevent buckling of individual truss web and/or chord members only. AddiMitional temporaryandpermanentbracingOWis always required for stability and to prevent collapse with possible personal injury and property damage. For general. guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. '- Tampa, FL 36610 lip IL Job Truss - Truss Type Qty Ply Park Sq Hm/Margalel966-C_Tray T13713180 PKS1966C-T C1 SPECIAL 1 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri Apr 6 12:32:08 2018 Page 1 I D:rFfnwM3 Wq?GifrcQMh4ZDxyq_6K-5BZF2yJ KJ PZfD Rmik_NZgKgYAkJL5FtFcydebhzTRNb 1-0-0 4-8-0 9-7-15 15-0-0 1 0-0 4-8-0 4-11-15 5-4-1 Mro 2x4 11 _ Scale = 1:31.7 5 3x4 = 2x4 11 3x4 = 6 6x6 1 4-8-0 1 9-7-15 15-0-0 4-8-0 4-11-15 I 5-4-1 Plate Offsets (X Y)-- f2:0-1-4 Edgel 13:0-5-4 0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip COL 1.25 TC 0.47 Vert(LL) 0.06 7-8 999 240 MT26 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.62 Vert(CT) 0.10 7-8 999 180 BCLL 0.0 Rep Stress Incr NO WE 0.47 Horz(CT) 0.03 6 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Weight: 89 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9=5 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 7-7-5 oc bracing. WEBS 1 Row at midpt 4-6 REACTIONS. lb/size) 2=1021/0-7-8, 6=1244/0-3-& Max Horz 2=240(LC 8) Max Uplift 2=-407(LC 8), 6=-635(LC 8) FORCES. (lb) Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1846/735, 3-4=-1875/796 BOT CHORD 2-8=-809/1607, 7-8=-815/1632, 6-7=-898/1844 WEBS 3-8=-92/395, 3-7=-161/269, 4-7=-224l482, 4-6=-1993/966 NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf, h=15ft, Cat. 11, Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Concentrated loads from layout are not present in Load Case(s): #10 Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel,#11 Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=407, 6=635. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 57 lb up at 4-8-0, and 44 lb down and 73 lb up at 5-0-12 on top chord, and 139 lb down and 60 lb up at 4-8-0, 31 lb down at 5-0-12, 155 lb down and 111 Ib up at 7-0-12, 155 lb down and 112 lb up at 9-0-12, 134 lb down and 98 lb up at 10-0-12, and 161 lb down and 107 lb up at 12-0-12, and 206 lb down and 131 Ib up at 14-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 4-5=-60, 2-6=-20 Concentrated Loads (lb) Vert:8=-162(F) 11=-44(F) 12=-155(F) 13=-155(F)14=-134(F) 15=-161(F)16=-206(F) This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No.34869 MiTek USA, Inc. FLCert 6634 004 Parke East Ell4d. Tampa FL 33610 Date: April 6,2018 I i 0 WARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 1010312015 BEFORE USE. i Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing N lliZ l." i is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the V 14 fabrication, storage, delivery; erection and bracing of trusses and truss systems, see-ANSIITPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 i LE Job Truss Truss Type city Ply Park Sq Hm/Margatel966-C_Tray T13713181 PKS1966C-T CA JACK 9 1 Job Reference o tional Mid-Flonda Lumber, Bartow, FL. 8.13U s Mar 11 2u18 MI I ek Industries, Inc. Fri Apr 6 12:32:uB ZU18 Page 1 I D: rFfnwM3Wq?GifrcQMh4ZDxyq_6K-ZN7dFIJy4jh WgbLvl huoDYDpG8o6gpVPrcMB77zTRNa 1-0-0 1-0-0 1-0-0 1-0-0 t 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) 0.00 5 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.01 Vert(CT) 0.00 7 999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017(TP12014 Matrix -MP LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (lb/size) 3=10/Mechanical, 2=130/0-7-8, 4=-0/Mechanical Max Horz 2=41(LC 12) Max Uplift 3=-7(LC 12), 2=-58(LC 12) Max Grav 3=1 O(LC 19), 2=130(LC 1), 4=12(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown Scale = 1:7.0 PLATES GRIP MT20 2441190 Weight: 5 lb FT = 20% Structural wood sheathing directly applied or 1-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp B; Encl., GC pi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) 3, 2. This item has been electronically signed and sealed by Lee, Julius, PE. using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. 34869 MlTek USA, Inc. Fl. Cert 663,4 6904 Parke East Blvd. Tampa FL 33610. Date: April 6,2018 WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall - building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mire itf is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq Hm/Margate1966-C_Tray T13713182 PKS1966C-T CJ2 JACK 1 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL. 3x4 = ti 1Ju s Mar 11 zUld MI I eK maustrles, Inc. rii Apr o ic;JC. iu 4v io reye i I D:rFfnwM3 Wq?GifrcQMh4ZDxyq_6K-1 Zh?TeKarOp NSkw5sPP 1 mlm_ jY7FZGkY4G6kgazTRNZ 2-8-0 2-8-0 Scale: 1 "=1' LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) 0.00 3-6 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.08 Vert(CT) 0.00 3-6 999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 9 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (lb/size) 1=104/0-8-0, 2=70/Mechanical, 3=35/Mechanical Max Horz 1=58(LC 12) Max Uplift 1=-20(LC 12), 2=-53(LC 12), 3=-5(LC 12) Max Grav 1=104(LC 1), 2=70(LC 1), 3=49(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown Structural wood sheathing directly applied or 3-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp B; Encl., 2) GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exteriorzone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2, 3. This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. 34869 MiTek' USA, Ina. FL Cert 6634 6904 Parke East Blvd. Tampa F633010 Date:' April 6,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall Dot building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' isalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type oty Ply Park Sq Hm/Margatel966-C_Tray T13713183 PKS1966C-T CJ3 JACK 9 1 Job Reference o tional Mid-Flodda Lumber, Bartow, FL. 6.13u s Mar 11 ZU16 MI lek Industries, Inc. t-rl Apr 6 1Z:3Z:1U ZU16 Fage 1 I D:rFfnwM3 Wq?GifrcQMh4ZDxyq_6K-i Zh?TeKarOpNSkw5sPP l mlm_fY7KZGkY4G6kgazTRNZ 1-0-0 3-0-0 ITo 3-0-0 Scale: 1 "=1' 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. . in foe) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) 0.00 4-7 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.08 Vert(CT) 0.01 4-7 999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017lTP12014 Matrix -MP LUMBER- BRACING - PLATES GRIP MT20 2441190 Weight: 11 lb FT = 20% TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=7 1 /Mechanical, 2=188/0-7-8, 4=36/Mechanical Max Horz 2=85(LC 12) Max Uplift 3=-52(LC 12), 2=-64(LC 12), 4=-4(LC 12) Max Grav 3=71(LC 1), 2=188(LC 1), 4=52(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCDL=3.Opsf, h=15ft, Cat. 11, Exp B; Encl., GCpi=0.18, MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 2-11-4 zone;C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2, 4. This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Les'PE.No. 34869- tdiTekUSA, Inc. FLCert6634 6904 Parke East Blvd. Tampa FL 33610 Date:: April 6,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see. ANSIITPH Quality Criteria, OSS-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq Hm/Margatel966-C_Tray T13713184 PKS1966C-T CJ4 JACK 1 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Fn Apr 6 12:32:11 2U76 Page 1 I D:rFfnwM3Wq?GifrcQMh4ZDxyq_6K-VmFOg_LCcKxE4u U HQ6wG Izl63yRglj_hlwrl COzTRNY 4-8-0 4-8-0 Scale = 1:17.0 3x4 = 0-4-0 5-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip COL 1.25 TC 0.30 Vert(LL) 0.03 3-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.25 Vert(CT) -0.05 3-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 1 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MP Weight: 15 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=184/0-8-0, 2=124/Mechanical, 3=60/Mechanical Max Horz 1=103(LC 12) Max Uplift 1=-40(LC 12), 2=-94(LC 12); 3=-6(LC 12) Max Grav 1=184(LC 1), 2=124(LC 1), 3=87(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-4-0 to 3-4-0, Interior(1) 3-4-0 to 4-11-4 zone,C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2, 3. This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No;34869 MiTek U§A, Inc. FL Cert 6634. 6904 Parke East Blvd. Tampa FL 33610 Date:' April 6,2018 WARNING -Verify design paramefers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/0312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall IN building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek^ is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 A_ Job Truss Truss Type Qty Ply Park Sq Hm/Margatel966-C_Tray T13713185 PKS1966C-T CJ5 JACK 7 1 Job Reference o tional Mid-Flonda Lumber, Bartow, FL. 1-0-0 2x4 = o..ou a rv— . i I..o'e on awu. i, rGY W , I D:rFfnwM3Wq?GifrcQMh4ZDxyq_6K-_ypmuKMgNe35h23TzgRVrALlv1 AErXabrkSzTRNX 5-0-0 5-0-0 Scale = 1:17.0 500 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in loc) I/dell Lld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.04 4-7 >999 240 MT20, 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.06 4-7 >988 180 . BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) . -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 18 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=127/Mechanical, 2=264/0-7-8, 4=64/Mechanical Max Horz 2=130(LC 12) Max Uplift 3=-94(LC 12), 2=-80(LC 12), 4=-6(LC 12) Max Grav 3=127(LC 1), 2=264(LC 1), 4=91(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All, forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf, h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, 1nterior(1) 2-0-0 to 4-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2, 4. This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No'W69 MiTek USA, Inc. FG_Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date:., April 6,2018 WARNING -Verify design parameters and READ NOTES ON THIS. AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev. 1010gM15 BEFORE USE. - Design valid for use only with MiTek® connectors This design is based only upon parameters shown and is for an individual building component, not. _ a truss system. Before use, the building designer must verify the applicability of design parameters. and properly incorporate -this design into the overall - building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing, Mi* dk" is always required for stability and to prevent collapse with possible personal injury and. property damage:. For general guidance regarding the . . fabrication, storage, delivery, erection and bracing of trusses and truss. systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component - 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee. Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq Hm/Margate1966-C_Tray T13713186 PKS1966C-T CJA JACK 2 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri Apr 6 12:32:12 2018 Page 1 I D:rFfnwM3 Wq?GifrcQMh4ZDxyq_6K-_ypmuKMgNe35h23TzgRVrArJKLp61 AErXabrkSzTRNX 1-0-0 1-0-0 0-11, III 5 4 1.5x4 II Scale = 1:12.3 0-0-12 1-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.14 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.06 Vert(CT) 0:00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MR Weight: 6 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=150/0-7-8, 3=-18/Mechanical, 4=-1/Mechanical Max Horz 5=50(LC 9) Max Uplift 5=-30(LC 12), 3=-21(LC 9), 4=-25(LC 9) Max Grav 5=150(LC 1), 3=7(LC 10), 4=19(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=4.2psf; BCDL=3.Opsf, h=15ft; Cat. Il; Exp B; Encl., GCpi=0.18, MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left exposed, porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for'truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No..$4869 MiTek USA; Inc. FL Cent 8934 6904 Parke East Blvd. Two FL 33610r Date: April 6,2018 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing - R A'yk' - is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the - MYf fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL36610 I Job Truss Truss Type Qty Ply Park Sq Hm/Margatel966-C_Tray T13713187 PKS1966C-T CJB JACK 4 1 Job Reference o tional Mid -Florida Lumber; Bartow, FL. u.13u s mar t t zuils mi i eK lnaustnes, Inc. "" 1Aprt) z:.sz: l.f zutd rage t I D:rFfnwM3 Wq?GifrcQMh4ZDxyq_6K-SBN85fMS8xByJCegXXzIN 000T18ZmdU_mE KPGvzTRN W 1-0-0 0-11-4 - 100 b-1 1-4i Scale = 1:14.0 11 2z4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Lid' PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC, 0.18 Vert(LL) . :-0.00 5 >999 240 MT20 • . 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.11 Vert(CT) -0.00 5 >999 180 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=150/0-7-8, 3=-20/Mechanical, 4=0/Mechanica1 Max Horz 5=82(LC 9) Max Uplift 5=-37(LC 16). 3=-48(LC 9), 4=-56(LC 9) Max Grav 5=150(LC 1), 3=30(LC 10), 4=47(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=4.2psf, BCDL=3.Opsf, h=15ft; Cat. 11; Exp B; Part. Encl., " GCpi=0.55; MWFRS(2) .(envelope) gable end zone and C-C Exteriorzone; end vertical left exposed,C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrentwith any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. , This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. ; Printed Copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No; U09 MiTek USA; Inc: FGCert 6634, , 6964 Parke East Blvd. Tampa FL 33610. Oatei' April 6,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev. 10.10312015 BEFORE USE. - - Design valid for use only with MiTek® connectors This design is based only upon parameters. shown, and is for an individual building component, not - a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate, this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional_tempo rary and permanent bracing. =MiTek" is always required for stability and to prevent collapse with possible personal injury and. property damage., Forgeneral guidance regarding.,the, - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria,. DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. - - Tampa, FL 36610 r Job Truss Truss Type Qty Ply Park Sq Hm/Margate1966-C_Tray T13713188 PKS1966C-T D1 MONO HIP 1 1 Jab Reference (optional) Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri Apr 6 12:32:14 2018 Page 1 ID rFfnwM3 Wq?GifrcQMh4ZDxyq_6K-wLxWJ?N4vFJpxMDs5EU_wbwXg9SMV2C8_u4ypLzTRN V 1-0-0 6-11-4 9-3- 1-0-0. 6-114 24-0 5x5 3 1.5x4 11 44 = 3x4 = Scale = 1:30.5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67, Vert(LL) , 0.03 6-7 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.20 Vert(CT) 0.03 6-7 999 180 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 59 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 8-5-15 oc bracing. REACTIONS. (lb/size) 7=317/0-7-8, 5=224/Mechanical, 6=247/0-7-8 Max Horz 7=157(LC 12) Max Uplift 7=-109(LC 12), 5=-136(LC 12), 6=-65(LC 9) Max Grav 7=317(LC 1), 5=224(LC 1), 6=258(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-7=-273/175 BOT CHORD 6-7=-433/248 WEBS 3-5=-192/268, 2-6=-196/332 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2)-0-11-4 to 2-0-12, Interior(1) 2-0-12 to 7-0-0, Exterior(2) 7-0-0 to 9-2-4 zone; end vertical left exposed; porch left exposed,C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the,bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except (jt=lb) 7=109, 5=136. This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No, 34869 MiTek USA, Ina. FL Cert 6634. 6904 Parke East Blvd, Tampa FL 33810; Date:' April 6,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 10/03/2015 BEFORE USE. . Design valid for use only with MiTek® connectors, This design is based only upon parameters shown, and is for an individual building component not' a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing - A J i12IC isalwaysererequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the t fabrication, storage, delivery, erection and bracing of trusses and truss systems, see I ANSIITPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. - - Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq Hm/Margate1966-C_Tray T13713189 PKS1966C-T D2 MONO HIP 1 1 Job Reference(o tional Mid -Florida Lumber, Bartow, FL. 1-0-0 1-0-0 ID:rFfnwM3Wq?GifrcQMh4ZDxyq 6K OXUuWLOjgZRgYWo2fy?DTpToSZocEW?HDYpVLnzTRNU 4-1 1A {— 9-3-4 - - 4- 11-4 4-4-0 o-- io = t oe R 4x8 = 3 10 1. 5x4 4 7 6 5 1. 5x4 II 4x4 = 3x4 = Plate Offsets (X Y)-- r2'0-3-15 0-1-81 13 0-5-0 0-2-01 LOADING ( psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 . TC 0.28 Vert(LL) 0.04 6-7 >999 240 MT20 ` 244/190 I TCDL 10.0 Lumber DOL 1.25 BC 0.20 Vert(CT) -0.03 6-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(CT) -0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 56 lb FT = 20% LUMBER- BRACING- 3 TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals: WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 9-10-10 oc bracing. REACTIONS. ( lb/size) 7=290/0-7-8, 6=316/0-7-8, 5=1 81 /Mechanical Max Horz 7=112(LC 12) 0 Max Uplift 7=-96(LC 12), 6=-125(LC 9), 5=-94(LC 9) I FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. - BOT CHORD 6-7=-312/141 i I NOTES- 1) Unbalanced roof live loads have been considered for this design. I 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf, h=15ft; Cat. II; Exp B Encl., i GCpi=0.18, MWFRS (envelope) gable end zone and C-C Exterior(2)-0-11-4 to 2-0-12, Interior(1) 2-0-12 to 5-0-0, Exterior(2) 5-0-0 to, 9- 2-4 zone; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL= 1.60 plate grip DOL=1.60 i 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. I 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectan9le 3,6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) 7, 5 except Qt=lb) i 6=125. This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No, M865 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tamp FL 33610 f Date-, April 6,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly. incorporate this design into the overall - building design, Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the. fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available; from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL36610 lu Job Truss Truss Type Qty Ply Park Sq Hm/Margate1966-C_Tray T13713190 PKS1966C-T D3 MONO HIP 1 1 Job Reference (optional) Mid-Flonda Lumber, . Bartow, FL: 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri Apr 6 12:32:16 2018 Page 1 I D:rFfnwM3 Wq?GifrcQMh4ZDxyq_6K-sj2HkhPLRsZXAfNFCf WS?O?tHz8Pzx5RSCZ3lEzTRNT r -1-0-0 2-11-4 4-11-0 5-11-8 6-10-12 9-3-4 1-0-0 2-11-4 1-11-12 1-0-8 0-11-4 2-4-8 Scale = 1:19.9 W 45 = 3x4 = 3 4 7 6 5 1.5x4 II 3x4 = 1.5x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.03 6-7 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.22 Vert(CT) 0.03 6-7 999 180 BCLL 0.0 Rep Stress Incr NO WB 0.14 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 46 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 5=79/Mechanical, 7=199/0-3-8, 6=534/0-7-8 Max Horz 7=78(LC 5) Max Uplift 5=-53(LC 5), 7=-119(LC 8), 6=-302(LC 4) Max Grav 5=96(LC 3), 7=199(LC 1), 6=540(LC 20) FORCES. (lb) -Max, Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. WEBS 3-6=-363/220, 4-6=-281/129 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. ll; Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone; end vertical left exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding: 4) Concentrated loads from layout are not present in Load Case(s): #10 Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel; #11 Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except at=lb) 7=119, 6=302. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 61 lb down and 145 lb up at 3-0-0 on top chord, and 23 lb down and 51 lb up at 3-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (Ili) Vert: 3=-14(B) 8=-12(B) This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No, 34869 MiTek USA, Ina: FL Cert 6634 6904 Parke East Blvd; Tampa FL 33610 0atc , April 6,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK. REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ,y' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the pqITe KF fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII quality Criteria, DSB-a9 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 i Job Truss Truss Type Qty Ply Park Sq Hm/Margale1966-C_Tray T13713191 PKS1966C-T E1 COMMON 3 1 Jab Reference (optional) Mid -Florida Lumber, Bartow, FL. ti.13u s Mar 11 2U1b MI I eK Inaustries, Inc. Frl Apr to 12:3ZA 12Ulrs rage 1 I D:rFfnwM3Wq?GifrcQMh4ZDxyq_6K-Kwcfx l QzCAhOopyRmN 1 hYEY7sMQoiaoahslcPgzTR NS 3-9-4 6-7-0 i7-6$ i 8-6-8 I - 3- 9-4 2-9-12 - r 0-71_I 1-0-0 3x4 4x4 = 2 ZX4 II 8 1.0X4 If 6 Zxq II 6- 7-4 1 0-7-4 3-9-4 6-5-8 6t7 1 7-6-8 t 0- 7-4 3-2-0 - 2-8-4 0-1 4 Scale = 1:22.1 LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) 0.02 7 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.47 Vert(CT) 0.04 7-8 999 180 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MR Weight: 34 Ito FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlin,s, 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) 8=255/0-3-8, 6=394/0-3-8 Max Horz 8=-100(LC 8) Max Uplift 8=-130(LC 12), 6=-184(LC 13) FORCES. ( Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp B; Part. Encl., GCpi= 0.55; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-8 to 3-2-8, Interior(1) 3-2-8 to 3-10-0, Exterior(2) 3-10-0 to 6- 10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) except Qt=lb) 8= 130, 6=184. - This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No, 34869 MiTek USA, Inc. FL Celt 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 6,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not - a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall ,q buildingdesign. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ii/IiTeiCH is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 9 r, 19 Job Truss Truss Type Qty Ply Park Sq Hm/Margatel966-C_Tray T13713192 PKS1966C-T E2 COMMON 1 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri Apr 6 1Z:3Z:18 ZU18 Image 1 I D:rFfnwM3 Wq?GifrcQMh4ZDxyq_6K-o6A18NQbzUpFPzXdK4Yw4R5Hg mk9RtAjvW29y6zTRNR 1-0-0 3.9.4 6-7-0 7-6-8 8-6-8 1-0-0 3-9-4 2-9-12 0-11-8 1-0-0 4x4 = 3 W Scale = 1:22.1 2x4 II 7 LX4 It 6-74 0-'I- 2 0- - 2 3-9-4 3-7-8 6-5-8 6 7- 7-6-8 2-84 021- 0-114 0-0-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) -0.03 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.53 Vert(CT) -0.06 8-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(CT) 0.00 7 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MR Weight: 36lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 9=305/0-3-0, 7=412/0-3-8 Max Horz 9=96(LC 11) Max Uplift 9=-151(LC 12), 7=-194(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-233/255, 4-6=-244/255 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf, h=15ft; Cat. 11; Exp B; Part. Encl., GCpi=0.55; MWFRS (envelope) gable end zone and C-C Exterior(2)-0-11-4 to 2-0-12, Interior(1) 2-0-12 to 3-10-0, Exterior(2) 3-10-0 to 6-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=151. 7=194. This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No. 34869 MiTek, USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 6,2018 WARNING . verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component. not « a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall pbuildingdesign. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IUIiTei{. is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 a Job Truss Truss Type Qly Ply Park Sq Hm/Margate1966-C_Tray T13713193 PKS1966C-T E3 HIP 1 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri Apr, 6 12:32:19 2018 Page 1 I D:rFfnwM3 Wq?GifrcQMh4ZDxyq_6K-G IkPMjRDknx6176quo39dfdReA3GAKet8A ijUYzTR NQ 1-0-0 0-1112 2-11-4 4-7-4 6-7-12 7-6-8 8-6-8 r 1-0-0 0-10-12 2-0-8 1-8-0 2-0-8 0-10-12 1-0-0 Scale = 1:21.1 4x4 = 4x4 = 3x4 II 6-7-12 0-1- 2 0-10-12 1. 2-114 4-7-4 6-5-8 6 7- 7-s e 0- - 2 0-9-0 2-0-8 1-8-0 1-10-4 0-0-8 LOADING (psr) SPACING- 2-0-0 CSI. - DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.09 10 >814 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.60 Vert(CT) 0.07 10 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.02 Horz(CT) -0.00 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MR Weight: 39 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 11=324/0-3-0, 8=434/0-3-8 Max Harz 11=-90(LC 6) Max Uplift 11=-274(LC 8), 8=-373(LC 9) Max Grav 11=333(LC 19), 8=434(LC20) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. ll; Exp B; Part. Encl., GCpi=0.55; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed, Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Concentrated loads from layout are not present in Load Case(s): #10 Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel, #11 Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) except (jt=lb) 11=274, 8=373. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 61 lb down and 185 lb up at This item has been3-0-0, and 26 lb down and 145 lb up at 4-8-0 on top chord, and 24 Ito down and 118 lb up at 3-0-0, and 12 lb down and 120 lb up at 4-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. electronically signed and 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Sealed by Lee, Julius, PE using a Digital Signature. LOAD CASE(S) Standard Printed Copies of this1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) document are not considered Vert: 1-2=-60, 2-3=.-60, 3-4=-60, 4-5=-60, 5-6=-60, 7-11=-20 signed and sealed and the Concentrated Loads (lb) signature must be verified Vert: 3=-14(F) 4=-8(F) 10=-12(F) 9=-7(F) on any electronic copies. Julius Lee'PE.No, 3480 MiTek USA, Inc. FL•Ced 6634. 6404 Parke East Blvd; Tampa FL 33610 Date:' April 6,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. - Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall ` building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M fG (fg is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq Hm/Margate1966-C_Tray T13713194 PKS1966C-T FT1 SPECIAL 1 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL. 1 4x4 = 5 21.1JU s mar -1 .1 ZV I0 IVII I ex MIJUStlles, If IG. rIIMP[ O I4.04-4o io rdyc i I D:rFfnwM3Wq?GifrcQMh4ZDxyq_6K-IVInZ3SrU53yfHhORVbO9sAb9a WrvnDONgXGO?zTRN P 4-8-0 4-8-0 6 2 4 3 1.5x4 3x4 = Scale = 1:19.5 LOADING (psr) SPACING- 1-0-0 CSI. DEFL. in loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.01 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.13 Vert(CT) -0.02 3-4 >999 180 BCLL 0.0 Rep Stress Incr NO WB D.OD Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 33 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-0 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. (Ib/size) 4=548/0-7-8, 3=363/Mechanical Max Uplift 4=-320(LC 9), 3=-188(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-526/327. 2-3=-341/194 NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft, Cat. 11; Exp B; Part. Encl., GCpi=0.55; MWFRS (envelope) gable end zone, Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Concentrated loads from layout are not present in Load Case(s): #10 Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel; #11 Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 4=320, 3=188. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 289 lb down and 144 Ito up at 0-1-12, and 303 lb down and 277 lb up at 2-2-12, and 144 lb down and 21 Ito up at 4-1-11 on top chord. The design/selection of such connection device(s) is the responsibility of others. 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 Lee, Julius, PE Uniform Loads (plf) using a Digital Signature. Vert: 1-2=-30, 3-4=-10 Printed copies of this Concentrated Loads (Ib) Vert: 1=-2895=-3036=-144 document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No, 34669 MiTek USA, Inc. FL Cent 6634. 6904 Parke East Blvd. Tampa F6,33810 Date: April 6,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mire i( a is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BC51 Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss' oty Ply Park Sq Hm/Margate1966-C_Tray T13713195` PKS1966C-T J3A JACK 1 1 Job Reference (optional) Mid-Flonda Lumber, Bartow, FL. 1-0-0 o. i ov s.mai i I D:rFfnwM3 Wq?GifrcO Mh4ZDxyq_6K-1VI nZ3SrU53yfHhORVbO9sAd_aVTvnDO NgXGO?zTRNP 2-11-4 - 2-11-4 - Scale = 1:17.3 5 f 3x4 II 0-0-12 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d. PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) 0.01 4-5 >999 240 MT20 244/190 , i TCDL 10.0 Lumber DOL 1.25 BC 0.22: Vert(CT) -0.01 4-5 >999 180, I BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.03 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MR Weight: 12 to FT = 20% I LUMBER BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, I 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=192/0-7-8, 3=68/Mechanical, 4=27/Mechanical Max Horz 5=110(LC 9) I Max Uplift 5=-42(LC 12), 3=-94(LC 12), 4=-18(LC 12) I Max Grav 5=192(LC 1), 3=78(LC 19), 4=51(LC 3) I FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES - I 1) Wind: ASCE 7-10; Vult=140rhph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp B; Part.. Encl., j GCpi=0.55; MWFRS (envelope) gable end zone and C-C Exterior(2) -0-11-4 to.2-0-12, Interior(1) 2-0712 to 2-11-4 zone; and vertical i left exposed;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 fora 10.0 psf bottom chord live load nonconcurrent with any.otherlive 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 to uplift at joint(s) 5, 3, 4. i This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. 3 Printed copies of this document are not considered € signed and sealed and the r signature must be verified on any electronic copies. Julius Lee PE No.34869 Wek USA,Inc. FL Cert 6634; 6904 Parke East 614d. Tampa FL 33619 Date:` April 6,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters. and properly incorporate.this design into the overall - building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only: Additional temporary and permanent bracing' MiTW is always required for stability and to prevent collapse with possible personal injury and property damage., For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq Hm/Margatel966-C_Tray T13713196 PKS1966C-T J3B JACK 2 1 Job Reference (optional) Mid -Honda Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek-Industries, Inc. Fri Apr 6 12:32:21 2018 Page 1 I D:rFfnwM3Wq?GifrcQMh4ZDxyq_6K-Dhs9n OTTFP BpH RFC?D6di4jm3_geeETAbUGgZRzTRNO 1-0-0 2-11-4 1-0-0 2-11-4 3x4 = Scale = 1:19.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) 0.01 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC' 0.28 Vert(CT) -0.01 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.05 ' 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MR Weight: 13 Ito FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=192/0-7-8, 3=68/Mechanical, 4=27/Mechanical Max Horz 5=122(LC 9) Max Uplift 5=-30(LC 12), 3=-100(LC 12), 4=-24(LC 12) Max Grav 5=192(LC 1), 3=81(LC 19), 4=52(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp B, Part. Encl., GCpi=0.55, MWFRS (envelope) gable end zone and C-C Exterior(2)-0-11'-4 to 2-0-12, Interior(1) 2-0-12 to 2-11-4 zone; end vertical left exposed,C-C for members and forces & MWFRS.for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4 except Qt=lb) 3=100. This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No: 34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 6,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an. individual building component, not a truss system. Before use, the building designer mustverity 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 li /d Ir is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the - M'TIS fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and BCSI Building Component 6904Parke East Blvd. Safety InformationavailablefromTrussPlateInstitute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. - Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq Hm/Margate1966-C_Tray T13713197 PKS1966C-T J4 JACK 1 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL. 1-0-0 010 2x4 = UAW s Mar 11 ZU18 MI I eK.I naustfles, Inc. I-rl Apr U 12:3Z:ZI 2u18 Page 1 I D:rFfnwM3 Wq?GifrcQMh4ZDxyq_6K-Dhs9nOTTFPBpH RFC?D6di4jp2_.ETAbUGgZRiTRNO 4-8.0 - - 4-8-0 Scale = 1:16.2 4-8-0 LOADING (psf) SPACING- 2-0-0 CS1. DEFL in loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) 0.03 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.22 Vert(CT) -0.04 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 . Horz(CT) -0:00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 17,lb FT = 20% LUMBER- BRACING - TOP CHORD .2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-0 oc purlins BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. (lb/size) 3=118/Mechanical, 2=251/0-7-8, 4=59/Mechanical Max Horz 2=122(LC 12) Max Uplift 3=-87(LC 12). 2=-77(LC 12), 4=-6(LC 12) Max Grav 3=118(LC 1), 2=251(1-C 1), 4=85(LC 3) FORCES. (lb) - Max. Comp./Max: Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf, h=15ft; Cat. II; Exp B; Encl., GCpi=0.18, MWFRS (envelope) gable end zone and C-C Extenor(2) -1-0-,0 to 2-0-0, Interior(1) 2-0-0 to 4-7-4 zone,C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2, 4. This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No.:34869' MiTek USA, Inc. FL Cert 6634 69041Parke East Blvd. Tampa FL 33610 4 Date: April6,2018 WARNING • Veri/ desi n ammeters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev, f0/03/2015 BEFORE USEY8P Design valid for use only with MiT,ek® connectors This design is based only upon parameters shown, and is for an individual. building component, not atruss system, Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into theoverall building design. Bracing indicated is to prevent buckling of individual; truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the - fabrication,.store ge, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DS"9'and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. _ - Tampa; FL 36610 Job Truss Truss Type City Ply Park Sq Hm/Margalel966-C_Tray T13713198 PKS1966C-T J4A SPECIAL 1 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL. 3.130 s Mar 11 2018 MI l ek Industries, Inc. Fri Apr 6 1Z:3Z:ZZ ZU18 Page 1 I D:rFfnwM3 Wq?GifrcQMh4ZDxyq_6K-htQY_kT6OiJguagOZwdsFH F?2NBfNhJJg8ON5tzTRNN 4-8-0 2-0-1 2-7-15 - 3 6 4 1.5x4 1.5x4 11 Scale = 1:16.2 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) -0.02 5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.23 Vert(CT) -0.03 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MR Weight: 20Ito FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=175/0-7-8, 4=175/Mechanical Max Horz 6=56(LC 12) Max Uplift 6=-45(LC 12), 4=-88(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp 8; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-12 to 2-0-1, Interior(1) 2-0-1 to 4-6-4 zone,C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding, 3) 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 100lb uplift atjoint(s) 6, 4. This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE.No.34869 MiTek USA, Inc. FL Cott 6634. 6904 Parke East Blvd. Tampa FL 33610 Date' April 6,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M @keisalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N.,Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 - i-. __ _ e__._.. e- - wi Job Truss Truss Type Qty Ply Park Sq Hm/Margatel966-C_Tray T13713199 PKS1966C-T J4B SPECIAL 1 1 Job Reference o tional Mid -Florida Lumber, Barlow, FL. 1 3x4 = S.13U s Mar 1 T tut B MI I ek Industries, Inc. I-n Apr, b 1 Z:32:23 ZU1t$ rage 1 I D: rFfnwM3Wq?GifrcQMh4ZDzyq_6K-94zv4C4UknORXWkPb7d85nVoBZnXv68yS3o1wdKzTRNM 480 4-8-0 - Scale = 1:14.5 5 6 2, I I 4 3 1.5x4 ` - 3x4 4-8-0 , LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc). I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC , 0.33 Vert(LL) -0.02 . 3-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.23 . Vert(CT) -0.04 3-4 1999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 - 3 n/a n/a BCDL 10.0 Code. FBC2017/TP12014 Matrix -MP Weight: 26 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 - TOP CHORD Structural wood sheathing directly applied or 4-8-0 oc purlins, BOT CHORD 2x4 SP No:2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=175/0-7-8, 3=175/Mechanical Max Uplift 4=-67(LC 8), 3=-67(LC 8) - FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft, Cat. 11, Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-.1-12 to 3-1-12, Interior(l) 3-1-12 to 4-6-4 zone;C-C4or members and forces & MWFRS for reactions shown, Lumber DOL=1:60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding: 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent,with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by.2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6),Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib'uplift atjoint(s).4, 3. This item has been electronically signed and sealed by Lee; Julius, PE using a Digital Signature. Printed copies of this document are not considered sighed and sealed and the. signature must be verified on any electron ic.copies. Julius Lee PE No. 34869 MiTek USA, Inc. FL .Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: April 6,2018 l WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 114II-7473 rev. 1010312015 BEFORCUSE. Design valid for use only with MiTek® connectors This design isbased 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 properlyincorporate this design into the overall -T - building design. Bracing indicatedWOW to prevent bucklingofindividualtrussweband/or -chord members only. Additional temporary and permanent bracing I V1 OW is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see I ANSIITPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. . Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 l Job Truss Truss Type Qty Ply gate1966-C_ TrayT13713200PKS1966C-T ParkSq J7 JACK 12 optional) Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 Mi I ek Industries, Inc. Fri Apr b 1Z:3Z:23 Zuld rage 1 I D:rFfnwM3Wq?GifrcQMh4ZDxyq_6K-94zwC4U knORXWkPb7d85nVo3onS568yS3olwdKzTRNM 1-0-0 7-0-0 1 0-0 7-0-0 - 2x6 = 4 Scale = 1:22.9 LOADING (part SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d' PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 070 Vert(LL) 0.14 4-7 >580 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0.24 4-7 >348 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) , 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 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 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=183/Mechanical, 2=342/0-7-8, 4=90/Mechanical Max Horz 2=175(LC 12) Max Uplift 3=-t35(LC 12), 2=-99(LC 12), 4=-8(LO 12) Max Grav 3=183(LC 1), 2=342(LC 1), 4=129(LC 3) FORCES. (lb) -Max. Comp./Max, Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-11-4 zone;C-C for 60 other live loads. members and forces &MWFRS for reactionashown;,Lumber DOL=1.60 plate grip DOL=1. 2) This truss has been designed fora 10.0 psf bottom chord live load noncoricurrent with any 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 100 lb uplift at joint(s) 2, 4 except Qt=1b) 3=135. This item. has been electronically signed and sealed by Lee; Julius, PE using a Digital Signature. Printed copies. of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE,N¢ MOD MiTek USA, Ina. FL Cert 8634. 6904 Parke East BIVd, Tampa FL 3361Q Date:' April 2018 GE MII-7473 rev. 10/03/2015 BEFORE USE. WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PA' Design valid for use only with MiTek®-connectors. This design is.based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MtTek Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see gNSIlTPl1 Quality _ Safety Information .available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. - - Tampa, FL 36610 ' Job Truss Truss Type Qty Ply Park Sq Hm/Margatel966-C_Tray T13713201 PKS1966C-T 17T SPECIAL 6 1 Job Reference (optional) Mid-Flonda Lumber, Bartow, FL. 8.130 s Mar 11 2018 Mi I ek Industries, Inc. Fri Apr 6 12:32:24 2018 Page 1 ID:rFfnwM3Wq?GifrcQMh4ZDxyq_6K-dGXIPQVMYKaO8u_ngLfKKiLBAB11 rbCcISVU9mzTRNL 4-9-9 7-0-0 1-0-0 2-7-8 2-2-1 2-2-7 Scale = 1:22.9 2x6 = 2x4 11 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0.22 6 >371 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.32 6 >258 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.16 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MR Weight: 26 Ib ' FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-12 oc purlins. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 3-7: 2x4 SP No.3 REACTIONS. (Ib/size) 4=169/Mechanical, 2=346/0-7-8, 5=107/Mechanical Max Horz 2=175(LC 12) Max Uplift 4=-115(LC 12), 2=-97(LC 12), 5=-26(LC 12) Max Grav 4=169(LC 1), 2=346(LC 1), 5=126(LC 3) FORCES. (lb) - Max. Camp./Max. Ten. - All forces 250-(lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp B, Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5 except Qt=lb) 4=115. This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No,,34869 MiTek USA, Inc. R Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 6,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 114II-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing - MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Q Job Truss Truss Type City Ply T13713202 PKS1966C-T KJ2 JACK 1 1 ParkSqHm/Margate1966-C_Tray Job Reference (optional) Mid-hlonda Lumber, Bartow, I-L. o.laV s mar 1 I ZU 10 IVII I eK IIIVU511IeJ, IIIG. rll Mpi v is royc i I D:rFfnwM3 Wq?GifrcQMh4ZDxyq_6K-5S5gcmW_JdiF12ZzE2AZswtV 1 bDca2SI W6E 1 iCzTRN K 1-5-0 4-1-7 1-5-0 4-1-7 5 2x4 II Scale = 1:17.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Verl(LL) 0.03 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.15 Vert(CT) -0.02 4-5 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.03 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MR Weight: 16 Ito FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-3 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=217/0-10-5, 3=79/Mechanical, 4=33/Mechanical Max Horz 5=83(LC 5) Max Uplift 5=-195(LC 4). 3=-88(LC 4), 4=-46(LC 4) Max Grav 5=217(LC 1), 3=79(LC 1), 4=68(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp B, Encl., GCpi=0.18; MWFRS (envelope) gable end zone; end vertical left exposed, porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Concentrated loads from layout are not present in Load Case(s): #10 Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel; #11 Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 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) 3, 4 except (jt=lb) 5=195. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 97 lb up at 1-6-1, and 97 lb up at 1-6-1 on top chord, and 7 lb up at 1-6-1, and 7 lb up at 1-6-1 on bottom chord. The design/selection of such connection This item has beendevice(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). electronically Signed and sealed by Lee, Julius, PE LOAD CASE(S) Standard using a Digital Signature. 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Printed Copies Of this Uniform Loads (pin Vert: 1-2=-60, 2-3=-60, 4-5=-20 document are not considered Concentrated Loads (lb) signed and sealed and the Vert: 6=69(F=34, B=34) 7=8(F=4, B=4) signature must be Verified on any electronic copies. Julius Lee PE No. 34869 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33810 Date: April 6,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall IN building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mireiteisalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq Hm/Margate1966-C_Tray T13713203 PKS1966C-T KJ3 JACK 1 1 Job Reference (optional) Mid-Flonda Lumber, Bartow, FL. b.13U s mar 11 ZuItf MI IeK Inaustrles, Inc: t-rl,vpr 0 1Z:3Z20 ZU11J rage 1 I D:rFfnwM3Wq?GifrcQMh4ZDxyq_6K-5S5gcm W_JdiF12ZzE2AZsMUcbDAa2SI W6E 1 iCzTRNK 1-5-0 4-1-7 1-5-0 4-1-7 Scale = 1:18.7 5 3x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) 0.02 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.18 Vert(CT) -0.02, 4-5 >999 18D BCLL 0.0 Rep Stress Incr NO WE 0.00 Horz(CT) -0.06 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MR Weight: 17 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-3 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=218/0-10-10, 3=79/Mechanical, 4=33/Mechanical Max Horc 5=129(LC 5) Max Uplift 5=-157(LC 4), 3=-123(LC 8), 4=-17(LC 5) Max Grav 5=218(LC 1), 3=79(LC 1), 4=69(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf; h=15ft; Cat. II; Exp B; Part. Encl.., GCpi=0.55; MWFRS (envelope) gable end zone; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Concentrated loads from layout are not present in Load Case(s): #10 Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel; #11 Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel. 3) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 5=157,3=123. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 95 lbup at 1-6-1, and 95 lb up at 1-6-1 on top chord, and 5 lb up at 1-6-1, and 5 lb up at 1-6-1 on bottom chord. The design/selection of such connection device( s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). This Item has been electronically signed and LOAD CASE(S) Standard sealed by Lee, Julius, PE 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 using a Digital Signature. Uniform Loads (plf) Printed copies of this Vert: 1-2=-60, 2-3=-60, 4-5=-20 document are not considered Concentrated' Loads (lb) Vert: 6=69(F=35, B=35) 7=7(F=4, B=4) signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No, 3069 MiTek USA, Inc. FL Cent 6634 604 Parke East Blvd, Tampa FL 33610' Date: April 6,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,111-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not , a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89antl BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T13713204 PKS1966C-T KJ3B JACK 1 1 ParkSqHm/Margate1966-C_Tray Job Reference (optional) Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri Apr 6 12:32:26 2018 Page 1 I D:rFfnwM3 Wq?GifrcQMh4ZDxyq_6K-Zef2g6 Wc4xg6NC8AomhoP7 Qfo? WBJVIvlm_bEezTRNJ i -1-5-0 1-5-15 4-1-7 1-5-0 1-5-15 2-7-8 Scale = 1:18.7 61.5x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) 0.01 5-6 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.32 Vert(CT) 0.01 5-6 999 180 BCLL 0.0 Rep Stress Incr NO WB 0.06 Horz(CT) 0.09 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 19lb 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) 4=22/Mechanical, 5=-26/Mechanical, 6=334/0-6-7 Max Horz 6=129(LC 5) Max Uplift 4=-72(LC 8), 5=-26(LC 1), 6=-275(LC 4) Max Grav 4=26(LC 18), 5=31(LC 6), 6=334(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown Structural wood sheathing directly applied or 4-2-3 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vul1=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp B; Part. Encl., GCpi=0.55; MWFRS (envelope) gable end zone; cantilever left exposed ; end vertical left exposed, Lumber DOL=1.60 plate grip DOL=1.60 2) Concentrated loads from layout are not present in Load Case(s): #10 Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel; #11 Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 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) 4, 5 except Qt=lb) 6=275. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 95 lb up at 1-6-1, and 95 lb up at 1-6-1 on top chord, and 17 lb up at 1-6-1, and 17 lb up at 1-6-1 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 3=69(F=35, 8=35) 6=7(F=4, B=4) This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lea PE No. 34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL,33610 Date: April 6,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not « a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq Hm/Margatel966-C_Tray T13713205 PKS1966C-T KJ4 JACK 1 1 Job Reference o tional Mid-Flonda Lumber, Bartow, FL. 6.13U s mar 11 Zulu mil etc maustries, Inc. t-n Apr b lz3z:z/ zu16 rage 1 ID:rFfnwM3Wq?GifrcQMh4ZDxyq_6K-1 rDR1 SXErFyz?MjMMTD1 yLzgwOrx2xV2_Qj8m5zTRNl 1-5-0 - 3-6-3 6-7-3 - 1-5-0 - 3-6-3 3-1-1 Scale: 3/4"=l' 3x4 = 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 FBC2017ITP12014 CSI. TC 0.38 BC 0.42 WB 0.09 Matrix -MP DEFL. in (loc) I/defl L/d, Vert(LL) -0.05 6-9 >999 240 Vert(CT) -0.11 6-9 >733 180 Horz(CT) 0.00 5 n/a n/a PLATES GRIP MT20 244/190 Weight: 27lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=75/Mechanical, 2=356/0-10-10, 5=184/Mechanical Max Horz 2=133(LC 4) Max Uplift 4=-62(LC 4). 2=-166(LC 4), 5=-57(LC 4) FORCES. (lb) -Max, Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-358/127 BOT CHORD 2-6=-188/336 WEBS 3-6=-362/202 NOTES- 1) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf, h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone, Lumber DOL=1.60 plate grip DOL=1.60 2) Concentrated loads from layout are not present in Load Case(s): #10 Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel, #11 Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 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) 4, 5 except Qt=lb) 2=166. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3 lb down and 11 lb up at 1-6-1, This item has been 3 lb down and 11 lb up at 1-6-1, and 3 lb down and 47 lb up at 4-4-0, and 3 lb down and 47 lb up at 4-4-0 on top chord, and 2 lb up electronically signed and at 1-6-1, 2 lb up at 1-6-1, and 5 lb down at 4-4-0, and 5 lb down at 4-4-0 on bottom chord.. The design/selection of such Sealed by Lee, Julius, PE connection device(s) is the responsibility of others. using a Digital Signature. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Printed copies of this LOAD CASE(S) Standard document are not considered 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 signed and sealed and the Uniform Loads (plf) signature must be verified Vert: 1-4=-60, 5-7=-20. on any electronic copies. Concentrated Loads (lb) Juliuslius Lee PE No. 34869 Vert: 12=4(F=2, B=2) 13=-10(F=-5, 8=-5) MiTek USA, Inc. FL Ced 6634, 6904 Parke East Blvd. Tampa FL 33610 Date: April 6,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 114II-7473 rev. 1010312015 BEFORE USE. - Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not Y . a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing } ekaisalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the Mi l fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904. Parke East Blvd. - Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. - Tampa, FL 36610 3 Job Truss Truss Type Qty Ply Park Sq Hm/Margate1966-C_Tray T13713206 PKS1966C-T KJ7 JACK 4 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL. 8.130 s Mar 11 2018 MiTek Industries, Inc. Fri Apr 6 12:32:27 2018 Page 1 I D:rFfnwM3 Wq?GifrcQMh4ZDxyq_6K-1 rDR 1 SXErFyz?MjM MTD 1 yLzpnOre2tG2_Qj8m5zTRNl 1-5-0 5-2-6 9-10-13 1-5-0 5-2-6 4-8-7 Scale = 1:22.6 1.5x4 II 5 2x4 = 3x4 = 5-2-6 9-10-13 5-2-6 4-8-7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) -0.03 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.44 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 FBC2017ITP12014 Matrix -MS Weight: 42 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=129/Mechanical, 2=513/0-10-10, 5=332/Mechanical Max Horz 2=186(LC 4) Max Uplift 4=-99(LC 4), 2=-224(LC 4), 5=-124(LC 4) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-785/243 BOT CHORD 2-7=-340/708, 6-7=-340/708 WEBS 3-7=0/277, 3-6=-769/370 NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf, h=15ft, Cat. II; Exp B; Encl., GCpi=0.18, MWFRS (envelope) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60 2) Concentrated loads from layout are not present in Load Case(s): #10 Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel, #11 Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 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) 4 except (jt=lb) 2=224, 5=124. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3 lb down and 11 lb up at 1-6-1, 3 lb down and 11 lb up at 1-6-1, 3 lb down and 47 lb up at 4-4-0, 3 lb down and 47 lb up at 4-4-0, and 29 lb down and 79 lb up at 7-1-15, and 29 lb down and 79 lb up at 7-1-15 on top chord, and 2 lb up at 1-6-1, 2 lb up at 1-6-1, 5 lb down at 4-4-0, 5 lb down at 4-4-0, and 22 lb down at 7-1-15, and 22 lb down at 7-1-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-60, 5-8=-20 Concentrated Loads (lb) Vert: 13=-59(F=-29, B=-29) 14=4(F=2, B=2) 15=-10(F=-5, B=-5) 16=-37(F=-18, B=-18) This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Julius Lee PE No, U869 MITekUSA, Inc.FLCert6634 6904 Parke East Blvd, Tampa FL 33616 Date: April 6,2018 ME WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the piTek° fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Symbols PLATE LOCATION AND ORIENTATION 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. Q_l61 For 4 x 2 orientation, locate plates 0- 'lid' from outside edge of truss. This symbol indicates the requireddirection of slots in connector plates. Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate width measured perpendicular 4x4toslots. Second dimension is the length parallel to slots.. LATERAL BRACING LOCATION Indicated by.symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSUTPI1: 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 I Safety 6- 4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property Drawings not to scale) Damage or Personal Injury 1 2 3 1. Additional stability bracing for truss system, e.g. TOP CHORDS' diagonal or X-bracing, is always required. See BCSI. c1- 2 c2-3 2. Truss bracing must be designed by an engineer. For 4 wide truss spacing, individual lateral braces themselves WEBS ca.4 may require bracing, or alternative Tor I of p bracing should be considered.. f e 3. Never exceed the design loading shown and never as' U stack materials on inadequately braced trusses. 00 p 04. Provide copies of this truss design,to the building c a : c6-7 cs 6 designer, erection supervisor, property owner and BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBEREDILETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT: CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/ LETTERS. PRODUCT CODE APPROVALS ICC- ES Reports: - ESR- 1311, ESR-1352, ESR1988' ER- 3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless.otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by.others all other interested parties., 5. Cut members to bear tightly against each other; 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load' deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal.to or better than that specified. 13. Top chords must be sheathed or pudins 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. io. tonnecuons not snown are me responsiomry or ocners. 16. Do not cut or alter truss member or plate without prior 2012 MiTek® All Rights Reserved approval of an engineer. 17. Install and load vertically unless indicated otherwise. k ©® 0 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 r and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/ TPI 1 Quality Criteria. MiTek Engineering Reference Sheet. Mll-7473 rev. 10/03/2015 T- 0" S/B U 1 M U CJ3 Q Q Q Q Q Q Q U U L J o CJ5 F- J L r J4A z c0 L C A m r L D2 3 0" J7 (7) o r L D1 m U z FT1 5 0„ C) J J3 M_ w N M J3 2AJ7T---- I w w C B J7T— U I m p w U J7T w z U J Q 0 U C CRT w w = 1 z'o J7T Y J7T C0 J7 (4) J7 CJ5 CJ3 )1C. Q U U Q Q Q Q Q Q 4 m m m C 1 C I VA 41'- 0" NOTE: SEE ENGINEERING PROFILES FOR SPECIAL CONNECTIONS AND NAILING SCHEDULES. FLOOR SPACING 24" O.C. UNLESS OTHERWISE NOTED. ALL WALLS SHOWN ARE LOAD BEARING AT 9'-4" UNLESS OTHERWISE NOTED. 3,- 0" \ T- 0" S/B 12'- 0" a n z y 1 O U 3 = } Q O m o Q N z W J1 w zw 3 U N O 5 N U w = Qc 5 3 1 J L 5 - HUS26 FLR. HGRS O 1 - HUSC210-2 CONCEALED FLANGE 2-PLY HGR MID - FLORIDA LUMBER ACQUISITIONS BARTOW, FLORIDA 1966 - C Park Square ESA AooaESs: 12" TRAY OPT Margate II - C F UISEN. PKS1966C-TE..._. ofl,E.-...•.A.ay.... i N/A 10-617' Bmax RECORD COPY x. 4 j :; f Sanfor 3 F BUIUdin a nd Fire Prevention a Product Approval Specification Form I - DING 1 8- 2909 Permit # Project Location .Addi 0RD As required by Florida Statute 551842 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 anyof the applicable listed. products. Be aware.that windows, skylights, and :exterior doors roust be tested in accordance with the Florida Building Code, Section 1714.5. More information about. Statewide Product . Approval can be obtained at:.www:floridabuilding.or-g. 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 SlidingMI Windows and Doors Series 420':Alum SGD - 2 Panel FL 15332.4 Sectional Elopay Building Products 94fT40-W4 FL15279.20 Roll Up Automatic Other 2. Windows Single, Hung MI Windows & Doors Series GA185 Aluminum SH FL 17499.2 Horizontal Slider Casement Double Hun Fixed MI Windows & Doors Series GA 1.85 Alum Picture Fixed FL15349:1 Awning Pass Through Projected Mullions MI Windows & Doors 5764 Verical Alum Mullion FL 15353.2 Wind Breaker Dual Action Other June 2014 Category/ Subcategory Manufacturer Product Description Florida Approtal # including 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 Louverf Glass block Membrane Greenhouse E:P:S Composite Panels Other 4. Roofing Products Asphalt Shingles IKO Industries, LTD Asphalt Shingles Cambridge FL7006.1 Underlayments warrior Roofing 15 and #30 Roofing Felt FL2346.1' Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Other June 2014 Category/Subcategory Manufacturer Product " Description Florida Approval# include decimal) 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) June 201.4 3 Florida Building Code Online littps://www.floi-idabui.lding.org/pr/pr_app_dtl.aspx?param=w0EV' X;.. v n' f c da s I rc rv4S Mll MA % d iw V ^ `'°` z tw f# i gr W 1I saxA c dd a-, } .: raaiu?rt^+,.m>, BCIS Home ; LogInj UserRegistratlon Hot Topics Submit Surcharge = Stats A Facts Publications FBC Staff BCIS Site Map , Links Search i. FEJriIiJ ow product Approval USER: PublicUse PronucE, App ewad ht=nu > Product or ApHl -0-1,1) 5eptcb > ApAK tnn List > Application Detail v' h FL # FL8871-R8 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/ Phone/Email Authorized Signature Technical Representative Address/ Phone/Email Quality Assurance Representative Address/ Phone/Email Therma- Tru Corporation I IS Industrial Drive Edgerton, Oil 43517 419) 295=1740 rickw@rwbldgconsultants. com Vivian Wright rickw@rwbldgconsultants. com 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) fI$ 871_RE} COI (b) Certifu.ate oi' Independ_ence.udf Standard ASTM D1929 ASTM D2843 ASTM 0635, ASTM E1300 ASTM E84 ASTM G26 TAS 201, 202, 203 Year 1996 1999 2003 1998 2000 1995 1994 I of 4 4/15/20.18. 4.50 PM r— P16r i, da 13i 'cling Code Online 9 httl)s:"/Www.floridabuildin.g.org/pr/pr Ipp_._Otl,aspx?pai-ani=wGEV.X. Equivalence of Product Standards Certified By Sections from the Code Product Approval Method. Date Submitted Date Validated Date Pending FBC Approval Date, Approved Summary of Products Florida Licensed -Professional Engineer or Architect FI887IR8 Eauiv (b) Equ...ivalenQ of S*4 ,_q s.pdF Method 1 Option, D 10/ 17/2017 10/ 17/2017 1. 0/19/2017 12/ 12/2017 FL'# Model, Number or Name 8871. 1 l a. "ClassicCraft Rustic" Series Limits of Use Approved for use in HVHZ: Yes Approved for.use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8871.1 for Design Pressure Ratings by specific Model and for any other.additional use limitations and installation instructions. 8871. 2 i b. "ClassicCraft" or "ClassicCraft 1 Rustic Series Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8871.2 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 Description 3% x 8'0 "Impact" Opaque Fiberglass Radius, Top Single Door X) - Inswing orOutswing 1 Installation Instructions tL8871,R8 II___(b) [nst.8871 l,pdr Verified By: Lyndon F. Schmidt, P.E. 43409 Created by IndependentThird Party: Yes Evaluation Reports FL8871_R8 AE: (W Eval._H871 i,.pdt Created by Independent Third Party: Yes 3 6 x i3'0 Impact Opaque Fiberglass Single Door (X) lnswing or Outswing l Installation Instructions FL8871_R$ II b tnst_8$71.2:pdr Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL8871_RS AE (b} Eval_W71.2,.pdf Created by Independent Third Party: Yes T6 x 8`0 "Impact" Opaque Fiberglass Single Door with Sidelite (OX. or XO) - Inswing or Outswing Limits,of Use installation instructions Approved for use in HVHZ: Yes FI liII7i R8_iI_(F) 921. 3.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes I Created by Independent Third Party:, Yes Design Pressure: N/A Evaluation Reports other: See INST 88713 for Design PressureRatings by FL871 RS AE__(b) Eyal,._S$71.3:pdf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. ( For FiberClassic and SmoothStar sidelites, this product approval requires the use of "I't part numbers for these sidelites, which have been stained or painted within six,months of installation.) 8871.4 I d. "ClassicCraft",or''ClassicCraft Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes. impact, Resistant; Yes Design pressure: N/ A Other: See INST 8871.4 for Design Pressure Ratings by specific Model and for any other additional use limitations and. installation instructions. ( For FiberCiassic and SinoothStar sidelites,' this product approval requires the use of "Y part: numbers for these sidelites, which have been T6 x 8' 0 "Impact" Opaque Fiberglass Single Door with. sidelites (OXO) - Inswing or Outswing Installation Instructions FL8871_ 11 Il ( b) Inst8871..4.Gdf Verified By: Lyndon F. Schmidt, P.E. 43409; Created by Independent Third Party Yes Evaluation Reports P1887_ l. R. B AE_(b) Eval_..887.i f Created by Independent Third Party: Yes 2 of 4 4/15/201' 8, 4:50 PM. Florida Building Code Online https://www.floridabtiilding.org/pr/pr_app_dtl.aspY?param=wGEV X- stained or painted within six months of installation. 8871.5 1 e. "FiberClassic" or "SmoothStar" Series Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8871.5 for Design Pressure Ratings by. specific Model and for any other additional use limitations and installation instructions. 8871.6 f. FiberClassic" or "SmoothStar" Series' Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes' Design Pressure: N/A Other: See INST 8871.6 for Design Pressure Ratings by specific Model and for any other additional use limitations and installation instructions. (For FiberClassic and SmoothStar sidelites, this product approval requires the use i of "J" part numbers for these sidelites, which have been stained or painted within six months of installation.) 8871.7 g. "FiberClassic" or "SmoothStar" Series Limits of Use Approvedfor use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A other: See INST 8871.7 for Design Pressure Ratings by. specific Model and for any other additional use limitations and installation instructions. (For FiberClassic and SmoothStar sidelites, this product approval requires the use of " I" part numbers for these sidelites, which have been stained or painted within six months of installation.) 3' 0 x 8'0 "Impact" Opaque Fiberglass Single Door (X) Inswing or Outswing. Installation Instructions FL8871 , R8_II (b Inst 8871,S.ps f Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FLI3871Fval_ 8871 S.po Created by Independent Third Party: Yes 3' 0 x 8'0 "Impact' Opaque Fiberglass Single Door with Sidelite ( OX orXO) Inswing or Outswing Installation. Instructions FL$ tL7_i_.._R8 LL__(b}_Irst_8.£i71 pdr Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL13$ 71 R8 AE (b) Eyal._8..871.fi,_pdf Created by IndependentThird.Party: Yes 3' 0 x WO "Impact" Opaque Fiberglass Single Door with Sidelites ( OXO) - inswing or Outswing Installation Instructions FL8871_ R8 II_JD) Inst_8871 7,pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL8871R8._ F E_(b} Fval__R87t;7r.pdf Created by Independentl;Third Party: Yes 8871: 8 h. "FiberClassic", "SmoothStar", 6'0 x 8'0 "Impact" Opaque Fiberglass Double Door (XX) - GlassicCraft" orClassicCrafC Inswing or Outswing Rustic"' Series j Limits of Use Installation Instructions Approved for use Ili HVHZ: Yes FL887_i R3 IIm(bt Ii)_sti3I3/I 8.pdf Approved for use outside HVHZ: Yes' Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third. Party: Yes Design pressure: N/A I Evaluation Reports Other: See INST 8871;8 for Design Pressure Ratings by I Ft8871 R8_AE_(b)_EvaF'8871.8,pdf specific Model and for any other additional use limitations Created by Independent.Third Party: Yes and installation instructions. 8871. 9 I i. "FiberClassic", "SmoothStar", 60 x 8'0 "Impact" Opaque Fiberglass Double. Door with ClasscCraft" or "Classic6raft Sidelites (OXXO) -.Inswing or Outswing Rustic" Series Limits of Use Approved for use in HVHZ: Yes. Approved for use outside HVHZ: Yes Impact Resistant, Yes Design Pressure: N/A. Other: See.INST 8871.9 for Design Pressure Ratings by specific Model and for any other additional use limitations and installation instructions. (For FiberClassic and SmoothStar sidelites, this product approval requires the use of " J" part numbers for these sidelites, which have been stained or painted within six months of installation) . Installation Instructions FL8871_ R8II(t),InSt:887a 9.P-dj Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL8871R8_ AE (b]iEval 8871_9 ncir Created by Independent Third party: Yes f8ac Next? 3 o'f 4 4/15/2018, 4:5O PM Fbrida fi011ding Code Online https://www.floridabuilding.oTg/pr/pr app dtl.aspa?param=wGEVX... r nntac Us::'2601 Blair Stone Road T@Ilahassee FL 23„92 Phone_ 850-457=.WA The State of Florida is•an:AA/EEO employer. fb ht 00 Ot35tate offl4fdIl.;: PrNacy $tatemgnt pccg45ibility Statement:`.. Refund' StatementplYCopyf+r!_ Z J-- Under Florda law, email -addresses 'are public records. If you do not want youre-mail address released in response to a public -records request, do not send electronic mail to this entity. tnsteatl, contact [h6 office by phone or by traditional mall. 1r ycu have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida: Statutes, effective October 1, 2012;.ficensees licensed under Chapter 455, FS. must provide the Department with an email address F they have om The emalts provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a. personal address,. please provide the DepartmenL.withan email address which can be made available to the public, To determine if you are a licensee under Chapter 455, F.S., please click here_. Product Approval Accepts: Credit•Card Safe 4 of 4 4/15/20,18, 4:50 PM I i GENERAL NOTES 1. This product has been evaluated and is in_compoonce wittrthe 61h:Edifion.(2017) Florida Binding Code ,FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shd 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 "HVHT'the.opeque door complies with Section 1.62E'of the. Florida Building Code and does not. require an. impact resistant covenng-. The non -impact sidelite musts be'protected with an impact resistant coverings complying with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ'requi ing wind borne debris protection, the opaque door complies with FBCSections1609.12 & R3012.1.2 and does not require an impact resistant covering. The opaque door meets missile level D'and includes Wind Zone 4 as defined in ASTM E 1996 and FBC Sections 1609.1.2.2 & R301.2.1.2.1. The nan•impact sidelfes must be,proiec:ed'with onimpact resistant covering.complying with FBC Sections 1609,1.2 & R301.2.1.2. S. For 2x stud framing construction, anchoring of these units shall be the some.as shot shown for2x buck masonry construction'. 6. Site conditions thatdevfale from the details of this drowing require furtherergineer ng analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item H4 under active door's. and all sills used under the sidelites. meet water infiltration requirements for"HVH". 8. Inswing configurations and outswCng configurations using sill item 15 under the 'door do not meet the water infiltration requirements for the'*HVHZ'and-shall be installedonly in non- habitable areas or at habitable locationsprotectedby. on overhang or canopy such that the angle between the edge: of canopy.ar overhang to sill is less than45 degrees. TABLE OF CONTENTS SHEET# DESCRIPTfON 1 Typical elevations, design pressures &.general notes _ 2 Doorponel- detaits(smoothstar) ..._ 3. Door panel details (Fiber dassic) 4 Sldeilte'. panel details 5 Horzental cross sections _ 6 Vertical , as, sections 7 Vertical cross sections 8 Buck and frame anchoring- 2X buck masonry construction 9 Frame anchoring - IX buck masonryconstruction 10 Components &Glazing details; Bill of Materials' 54 75" MAX. 0'A_ A. FRAME WIDTH — 37.75"MAX. FRAME WIDTH 36. 09- MAX. PANEL WIDTH I W_ S ed 0. oGa 1550" MAX. FRAME WIDTH %w i 13.75" MAX. PANEL WIDTH 777777777 OVERALL DESIGN PRESSURE (PSf), DCQR TYPE ` SWfNG FRAME; DIMENSION.,!+60.0 tflVE NEGATIVE INSWING 54. 75" x 98.00'' 60.0 SMOOTH OUTSWING 54.75" x 46.50" 65.0 65.0 STAR INSWING 54.75" x 98,00" 60.0 60.0 k FIBER OUTSWING 54.75" x 96.50" 6$,0 CLASSIC See Sheet 10fordesign pressure umircnons. 0" gym. a,y m Mt z d' m o z jVY o v N a 0 az,, N 4 Lm 9 m[ W O O:.s''ma o U E CZ05/22/08i N. T.S. ar: DWS m BY: LF5 dNG NO.: rc FL-8871. 6 0 rr 1 or I i E d s E TYP. 4 13 ;CORNERS OF PANEL LI-Gl Po 4 p L_ r RAn f 42I L QEfAIL A- A ,j o DQQRPAN 40 smooM:tar 00000000 000000000000000 oo oo o 0 o 0000000'.b 0000000 43' i,lgq 000 0 0 -0 C. o 0 Voaoo 1{ i0^ooc 46 eocooaoc000000 00000 GC0 000000on00000 00000g oc000. 000000000000000 000.0000 OPEN AREA MAX. I000000 0 000001000 io 00 000 DETAIL A -A BOTTOM L. EXTERIOR INTERIOR. 2 VERflCAL.CROSS SECTION 2 - Oi- a z a Z 0 ' a, W ctnc ar LFS ? O¢t*I*l NO.: ¢ F BVI.6 0 bd b7 61 63 EXTERIOR 1 ilk INTERIOR bb 1 HORIZONTAL CROSS SEC77ON 3 T`.'P: 4 1$ CORNERS' OF PANEL a 1 i L DETAIL A -A, 62 TOP RAIL pOORPANEL 60 Flber c;'assic 2'. 00oo00 0. 000 OOp0000d0 000VD0 000000000 0000000; 00000000I I Popov- 0p- ou00cO COOUOU00 oc00000 OO000000bb6 0000000o 0000000po, 00000ocoPou oc00000 21,Q IifNGESTILE 0000000- P no0o000 28.86k-OPEN e0000000 0000000AREA MAX. 65: 100000000 000000.0 00000000 DETAIL A -A Panel reinforcement 4. 02' i I d3 LOCK STILE m Z' N t yy h e S o Z U E p 2 m W a go: rm- m c E vZ J' o; 0o a oq m aid w O_-m. o a a EXTERIOR INTERIOR 2 VERTICAL CROSS SECTION. 3 NI012hl i' i 1= hmn 0 z z 05. 22 06 E N.T.S. sn DWS BY. LFS ; RING NO.: FL— BB71.6 0 pR 3 OF.i I -rc3 13.75' MP PANEL WIDTH MAX D.L.O. E7QERiOR - U INTERIOR U Y HORIZONTAL CROSS SECTION q (Glassiccraf€ S..rustic) 6.57" MAX. D.L.O. G2 G iJ.TERIOR 1 Ps' r r 70 SIbElJTE PANES 26: l6769 r INTERIOR' ORIZONTALCROSSSEC7lON 0 (4?(Hber clossrc) e I 0 71 TOP RAILSideNte—, 01"MAX. 'Dl 72 i ,7ERIOR s 72 FLE Side4ie _ 44• . 23 G3 :INTERIOR I —1.53" -I 1 3' HORIZONTAL CROSS SECTION ISmoothstar) OTTOM.RAAR- 58 68 uy : zloll o 47 f5767 z o m o- tte s on z tt 69 49 mN09 c°w 23 vv a mdan oZ al G3 G2 o n N EXTERIORINTERIOR d EXTERIOR INTERIOR X EXIERIOR INTERIOR 0 a 0 m 69 wco wN m 6 W 1 26 23 4. a' p oo 0Qel a 49 12 gym N mN z O a ma¢ wweroaa q8 5$ 68. W 5 M1 N.--Z OS 22 _OS scALE. N.T:S. o er. P1tN5L L 3. ounwwc Xa: ' FL- 8871.6 ° CROSSSECTION5VERTICALCROSSSECTION6VERTICALGROSSSECTION1/ERTICAt rustic) 4 ' :(Fiber classic) q (Smooth star) Cfasm . At. sim 4. or..Y a .. ,.< _ Il I ID B--t—} 3— a D 6 I C'SINK i TYP'.) S 10 INTERIOR' E t l 12 2' 40: EXTERIOR EMB. (TYP.) E 1 HORIZONTAL CROSS SECTION outsMngshown-inswing; also approved: EXTERIOR: h-- 1-114"MIN, EMB. JTYP:) PHORIIONiA1 CROSS SECTION_ g Shownw/lxsub-buck 2HORI ZQNTAL ROSS SECTION inswing bQ m Jx- U u Z nm z 4'•Q n pm w, yg J O 0 rrlrrCn a', U ty ., z v-9 Z Z:. U.: mo ,,. riu-m•Y J n 7O-=tm. m C a(L U IJ o a z 2 i:n zw EQWQ w ON CJ I o i al 6 z I W Z c mm. cnva z. 0 ^/ n ONFE05/22/08 i C U s:tm N rs. 9 1- 114'MiN:. MG. Br DWS- m' EMB. ( TYP.) CHIC. BY, LFS oaus' ux' Ha: 3HORIZONTALCROSSSECTIONm b Fc— as 1.s Outswingshown- Inswing °n alsoapprovedSHEET -9 or 1,1 n. EXTERIOR -""f" tNTERicUtt 1 VERTICAL CROSS SECTION 6 Outswing shown - inswing also approved EXTERIORINTERIOR 6, 1. O Z E z z a J) VI-R- 4TICALCROSS`SECTIONswing configuration eegeneral notes sheet 1 for"i VHrwaterinfiltration. requirements m Q t wn 41 y O INTERIOR EXTE R rr N Z ow Z 96-- ii S 60 F mua E Z E y rW v" J o a40' 8 60 10 a 9 9 v it EXTERIOR INTERIOR SECttON dhow/ lsub-huck. Tl—'VIRTICAIXCROSS3VERTICAL CROSS SECTION F-'f m_ 6 Outnving cantigurotion o see genera{ nottes sheet 1 for'HVHT wafer infi trofion x requrements d a a a EXTERIOR INTERIORLA INTERIOREXTERIOR00 m Npjry Q i Gv, v o v K y v Z 05 22 OS z sruc. MW. BY: Dws m 6 VERTICAE CROSS SECTION' BY: LFS auwwc iro. FL=8871. E x o a 6 Oui g ng con. uration see general no essheet.t fo 'HVHr, water in itlratlon; s se 6 or I I no i Z a: rn z.: 70 i EXTERIOR INTERIOR 1 VERTICAL CROSS SECTION Outsw ng shdwn:- inswing also opproved EXTERIOR INTERIOR 6 M j lt] Zi T 2 f E w a. 4 VERTICAL CROSS SECTION n 7 Inswing configuration 9 x j=o 4K rc'0 a. .. _ ° N z ice'•.• ow o m m. INTERIOR EX7ERlO\rir,Je u n_ e.••-._— M h a_wpZ_n: m.p:_. iz w 22 INTERIOREXTERIOR 2 VERTICAL CROSS SECTIONw N 7 shown wlI X576-buck mS o. 3 VERTICAL CROSS SECTION 7 Ouiswngcont3guration a q EXTERIOR INTERIOR S VERTICAL CROSS SECTION 7 Insvnng configurafion INTERIOR EXTERIOR w a a D.,05 22 08 i O sue: N:r.s DM. Or: DWS m crr BY. LFS d FL-8871' 6 a 2 4" H ^) 4" N MASONRY J 7YP, HEAD & I,{ OPENING JAMBS II MULLION SHOWN FOR t REFERENCE ONLY I q 0 f' 2X.BUCK 2D i 11 I I 1 i, t BUCK ANCHORING HINGEJAMS CONCREFE ANCHOR NOTES: C y Z" TYP. HEAD & u MASONRY JAMBS, U; m a n'E OPENING i ooz FRAME) Nam. CO TYP: 2X'BUCK MUL UON wryLO M O TYP:SILL P,, LJ V Yy min FRAM£ ANCHORING STRIKE JAMB Masonry ZX buck construction Concrete anchotJocations at the comers may be;odlusled to maintain the min. edge distance to mortar joints. horlocations noted asAX_ON CENTER"mustbe adjusted toiConcreteanc'M maintain the min. edge distance to mortar joints; additional concrete anchors 77 L 75 a v d e may be required to ensure the "MAX. ON CENTER" dimension ,are not exceeded 12 16 Concrete anchor table: 72 n MIN CLEARANCE; M7N CLEARANCE ANCHQR ANCHQR M N. , TO MASONRY TO ADJACENT TYPE SFZE EIiABEDMEIYT EDGE ANCHOR TAPCON ELCO a I/4" 1.1/4" A" LTURACON 72 79 oAh 05/22/08 z Li 12' srAe N:7:S: 5 rnra. ea: DWS, m cw ar: LFS 3 HINGE DETAIL LATCH &DEADBOLTDETAIL ORM090:.- C WOOD SCREW INSTALLATION NOTES: m i. Ma nto n o minimum 5/8"edge distance, 7"end distance,, & i"a.. spacing of FC-8877.E 0 wood screws to prevent the Vftfing of wood, s ,. 8 or Tt I THIS ANCHOR REQ'D q"( ONLY WHEN DP > 60.0 PSF 4- cN • ' r: ( I— 111 j _ TYP.HEAO & NJAMBS MASONRY OPENING 1 K j tl O N FRAME v IX BUCK In N F N TYP: SILL 1_ 0 HINGE JAMB CONCRETE ANCHOR NOTES: FfiAME ANCHORING I. Concrete. anchor locations at the comers may be adjusted to maintain the min: Masonry IXbuck construction aedge distance to mortarjoints: 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded_ gg 3. Concrete anchor table: C g MIN CLEARANCE MIM CLEARANCE ANCHOR ANCHOR MfN 70MASONRY.: TO. ADJACENT: TYPE:: SfZE Eti106MENT EDGE .:. ANCHOR, ITW ® 114" TAPCON' WOOO SCREW INSTALLATION NOTES:. h Maintain minimum s1&,edge distance, I"end distance. & 1"o:q spacing of J wood screws to prevent the spri ing of wood. TYP. SILL STRIKE JAMB LATCH & DEADBOLT DETAIL HINGEDETAIL z S• r' n. M hH nn 8n..z Z O. Z U m NtC W 9orma'^ug o aZ Ti E v° d Z O x z o Ul VI O a CQ. O E K a. N N F n rnnr¢ 10O•- N zz 05/ 27 48 i N. T-S. ° er: DWS m By, LFS 3 WINC k0.: p FL- 8871.6 m° o sr or 11. t0 r V. 5.72' 5:BT aT. t o a Jw n o 3• 0 m o a., m00; Z Ill. m U N •:- THRFSNOLDTHRESHOLD3I1111Hsell-ad' sl o1TBRESHOL" .. Z Insw+ng adjustable. g it S' O14D able.. inn S Rt°' a,9 r5,83"-... — 4.56" Q u E ui t 1 1 ' MRESNOLD HEAD & SIDE S ' THRESHOLD 9 8 Jamb i y j wo4. THRESHOLD Ovtsvnng standard - _ Outsvfig cdasto! a MAX.DESIGN PRESSURE =+/-50'PSF a c;a 0 O 214" — I i t a a N n 111 LING SIDELITE' 22, Of1TSW)NG3tDELRE- INSWING I ELITE 2I 5 over 20 Spacer `Spacer o a fl Ln 7/16".GLASS :c N E j BITE' I THK. 0 4 0 0 25 j GLASS 7/16"GLASS__ 12 BITE _ 1/2"IHK. O:` 00 e 1/2" GLASS 3/4" THK. I GLASS > BITE GLASS 1,/8" TEMP,. w " N b 1 AIR SPACE /— 1/8" TEMP. l 1 /8" TEMP. AIR SPACE TEMP. AIR SPACE .f n N z , a. 1 /8' TEMP. I /8" TEMP. wre OS 22' 08 w SWIGGLE GLAZING .25" STEEL srxe: N.T.S. 4T24SPACER24SPACERJNiEFCEFTIGGLEGLAZING24owro. st: DWS 26 - SPACER, t323ariaar: iPS GLAZING -DETAIL - G3 GLAZING DETAIL oP.nw rao e G.I. GL.421NGpETAIL 62 1"insutatedglass - IrT-irurtatedgfass FL '8871-.8 o 3/4"insulatadglass n sir P i t _. L-. - Florida Building Code Online lrttps://www,lloridabLiilding.oi-/pr/pr_app dtl.aspx?para.m==wGLVX... W"' us - 4 WKs BCIS Home Log In, User Registration ' Hot Topics. ': Submit. Surcharge Stats&Facts ' Publications ! FBC Stag. _BCIS Site Map Links '. Search Product Approval USER: Public User, Produ[I. Rhnrnval hienn > Prnc,uct ur Apphr<atin Search t„pplkgtpn...5t >APplimiion Detail. a apex FL # FL15332-R4 u Application Type Revision Code Version 2017. Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality AssuranceRepresentative Address/ Phone/Email MI Windows and Doors 650 West Market Street Gratz,. PA 17030 717) 365-3300 Ext2560 bsitlinger@miwd. com Brent Sitlinger bsitlingee@miwd. com Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida. Engineer, or Architect Name who developed Luis Roberto Lomas the Evaluation Report Florida License PE-62514 Quality Assurance Entity National Accreditation: and Management Institute Quality Assurance Contract Expiration Date 12/31/2018. Validated By. Steven M. Urich, PE Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Validation Checklist - Hardcopy Received FL1533__?__ R4_ COI FLCOI : pdf Standard AAMA/ WDMA/CSA 101/I.S.2/A440 Year 2008 I, of 3 4/15/2018, 5:03 PM Florida Building Code Online https://www.flor ¢abuilding.org/pr/pr app_dtl.aspx?param=wGEVX... Product Approval Method Method 1 Option D Date Submitted 08/11/2017 Date Validated 08/13/2017 Date Pending FBC Approval 08/15/2017 Date Approved 10/10/2017 FL # i Model, Number or Name 15332.1 SERIES 420 ALUMINUM SGD Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS 15332.2 SERIES 420 ALUMINUM SGD Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS 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 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS. 15332.5 SERIES 420 ALUMINUM SGD REINFORCED 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 15332.6 SERIES 420 REINFORCED ALUMINUM SGD Limits of. Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Description SERIES 420 ALUMINUM SGD OXO 145-3/4"x80' NON - REINFORCED 1 Installation Instructions FI I5332 R4_I1_08 00500E. Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL15332 :R4_AE 510fjQ7G7 pJ Created by Independent Third.Party: Yes SERIES 420 ALUMINUM SGD OX, XO, XX 96"x:30" NON REINFORCED 1 Installation Instructions i f'LY533? R4_.II._Ot3 Qf)_4_JF3C.{?df i Verified By: Luis Roberto Lomas 62514 j Created by Independent Third Party: Yes Evaluation Reports I L1533L R4 _AE 510305D.p F Created by Independent Third Party: Yes i SERIES.420 ALUMINUM SGD REINFORCED OXO 145 3/4"x96" Installation Instructions F'L15332 ,Rq, II_t)i3 +y1lg.. C.pd,f Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports F41,5332 R4 AE, 51296r C df Created by Independent Third Party: Yes I SERIES 420 ALUMINUM SGD REINFORCED OX, XO, XX 1 96"x96" Installation Instructions I i i5332_P,4_IP013 i} 2- Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports Created by Independent "third Party: Yes SERIES 420 ALUMINUM SGD REINFORCED XXX 143"x96" Installation Instructions FL153.3.2 R4 lI O'3.022,SQ_pdf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports I'LY5332 R4 A SY297UC;.Roo Created by Independent Third Party: Yes REINFORCEDALUMINUM SGD OX, XO, XX 96" x96" Installation Instructions 1 t 153" 1 R4_II,08-_QQ409E,{1{1f Verified By: Luis Roberto Lomas 62514 Created by independent Third Party: Yes 2 of 3 4/15/20 18, 5:03 PM Florida Building Code Online ht,tps://www.floruiatiuilding.org/pr/pr app dtl.Mpx?parann-wGi VX-.. Design Pressure: N/A Evaluation Reports Other: REFER TO,APPROVAL DOCUMENT FOR DESIGN FLI5.31 R44—AE `10iLU6rJ;.hc9F PRESSURE RATINGS Created by Independent Third Party: Yes 15332.7 1 SERIES 420 REINFORCED SERIES 420 REINFORCED ALUMINUM SGD OXO 146"x96" ALUMINUM SGD Limits of Use:: Installation Instructions Approved for use in HVHZ; No FL15332 R4_CT,_08_04501E.VAf 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 - - PRESSURE RATINGS 15332!8 1 SERIES 430/4.40 ALUMINUM SGD Limits of Use Approved for use in HVHZ: No Approved' for use -outside HVHZ: Yes impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR -DESIGN PRESSURE RATINGS. 15332.9 1 SERIES 430/440 REINFORCED ALUMINUMSGD 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 Created by Independent Third Party: Yes SERIES 430/440 ALUMINUM SGD'XXX 143"x80 NOW REINFORCED Installation Instructions I- t,i5*1312 R1 I_i,._O3 Ofl.S.Q2E:Of Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes, Created by Independent Third Party: Yes SERIES 430/440 REINFORCED ALUMINUM SGD XXX 143" x96" Installation Instructions rt, 1`2 R=1_It;ao54 E_pr f Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports rLT53` i? R4_A 1r}t3 Qt.pt)f Created by Independent Third Party: Yes isadii Next puLaSLU :' 2601 air.$1Rng,R ar 71lahas FL 323QQ'Phone: 850-487-182 The State ofFlorida Is an AA(EGO employer. Coopyr ht 2pQ7,=JQ,13 S.taSg..g1 r%!4.:: ?rivdGY_StafSment :: Accessiblity Statement :: RCfI,IOStSiai€[RCOt Under. Florida law -,email addresses are pubic records, lf-.yeu'do not want your e-mail address released: in response' to a public-reicords request; do notsend electronic mail to this entity. instead, contact the office by phoneorby traditional mail. It you have any questions, please contact. 850.487.1395, -Pursuant to Section 455-275(1),, Florida Statutes, effective Octgbei 1, 2012, licensees licensed under Chapter455, F.S. must provide. the. Departmentwith an email address if they have one. The emails provided may, be used for official communication with the licensee However email addresses are public record. If you do not wish to supply a personal address,, please provide the Department with an email address which can be made available to the pultilt. To determine.ff you area licensee under Chapter 455, B.S., please click he_&.:; Product Approval Aooepts: - Credit Card Safe 3 of 3 4/15./207 8, 5:03 :P.M 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. 1'X 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 606E—T5. S: UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE' SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 8s_ 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 #1D. WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE.. LOCATE ANCHORS' AS SHOWN 1N ELEVATIONS AND INSTALLATION DETAILS. 11- FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN` IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13..ALL FASTENERS TO BE. CORROSION. RESISTANTS, 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 S. CONCRETE — N41NIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). D: METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063-T5 .048" THICK MINIMUM 15, APPROVED CONFIGURATIONS: OX XO, XX, XP, PX, XIP, PIX OF CONTENTS DESCRIPTION 1 NOTES 2 — 3 ELEVATIONS' 4 — 10 INSTALLATION REVISIONS OESCRiFMON DATE APPROVED ADDED. FLANGE AND RN INSTALLATION 12/10/13 R.L. REVISED INSTALLATION DETAILS. 08/03/15 R.L. REVISED INSTALLATION DETAILS 05/21/17 R.L. SIGIVED: 06121/2017 M! WINDOWS DDOORS LLC I tE/0 650WESTMARKETSTREETJ\51 R 9 ifsENS' GRATZ, PA 17030 XG J? SERIES 420 SGD REINFORCED WITHOUT ADAPTER 4TAT NOTESOF , w 0. O( ORhC1P' ORtWN: Owc NO. REV 1/ 11111 `\ Luis R. L07 C9. P.E. FL NO.: 62514 SC':' NTS ante 10/3O/13 S>1EEr1 OF 10 L ROBERTO LOMASP.E. 1432 WOODFORD ROLEWISWLLE; NC,27023 434- 698-0009 dki splfi-apaxwt 6"'MAX MAX -FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART,#3 FOR 'NUMBER OF LOCATIONS- REQUIRED 17"'MAX 6" MAX 1.7" MAX O.C. 16" 4AX AME IGHT 6" MAX f SERIES 420.SGD'REINFORCED WITHOUT ADAPTER EXTERIOR VIEW DESIGNPRESSURE'RATING IMPACT:RATING 35, OPSF NONE SEE CHARTS #f ANU #2 FOR OTHER UNIT&RATINGS NOTES: 7. MAX/MUPA:PANEL Sl2Ei'48:A72"x95" 2. MAXIMUM D.LO.;.44 5,V'x 90.5/8.' HEDULE F 38:3149 ONM.CENTER -FRO r- EACH BEN 0:OF PANEL BC ALL PANEL INTERLOCKS REVISIONS REv. DESCRIFiION 'DATE: . APPROVED A ADDED FLANGE AND FIN INSTALLATION 12/10/13 .R.L. 6 REVISED INSTALLATION DETAILS. . 08/03/15 R.L. C REVISED INSTALLATION DETAILS 06/21/17 R.L. CRAFT #t .. .. WHERE WATERJNFILTRATION RESISTANCE IS REQUIRED. SEE NOTE. 9 SPEET 1 6" MAX Design pressure chart( pst) Frame Single Panel and Total Frame',Wth;in) Height 30, 0 36.0 42i0 48.0 72.OD 84:00 98:00 In) Ps Neg Pos Neg Pos Neg 4.0 40.0 58.4 40.0 50:9 40.0 45.7 40. 42:D 88.0 40,0 55.2 a0.0 48:0 40.0 43:0 39.4. 39.4 920 40. 0 52.4 40.0 45:4 400- 40.6 37:1 - 37.1 9&0. 40.0 49,8 40.0 4&1 384 38.4 35.0 35.0 CHART #2 WHERE 'WATER INFILTRATION RESISTANCE IS MOT REQUIRED,. SEE NOTE 9:SHEET 9 Design pressure -- chart-(p4 Frame Single, Panel and Total Fram 'O lclth (in) Height 30. 0. 36.0 42,0 1 48.0 60:00 72.00 84.00 96.00, in) PosNeg Pos Nay Pus Nag Pos Nag . 84.0 584 58;4 50.9 50:9 45.7 - 45.7 42.0 42.0 - 88.0 55.2 55:2 46.D 48.0 43.0 43.0 394. 39.4. 92.0 52.4 52.4 45.4 45.4 40.6 40.8 3711 37:1 96.0 A9.849:8 43:1 43a 38.4 33A 35:0 35:0 CHART#3 Number of anchor locations required Frame Height, Sngle. Panel and Total Frame Wdth in) 30:0 36.0 - 42.0 48.0. 6001 72. 0 84.0 96.0 H&S Jamb H&S Jambe H&S Jamb HBS Jamb 84.0 4 6 5- 6 6 88.0 4' 6 5.6 6 E 8 8 92.0 4 8. 5 - 5 6' 6 8 8 . 96.0 f 4. 6' 5: 6 6 6 6. 6 SIGNED: 0612112017 M) St DKEDOOREETRS LC 11RlIlLi0 650DW MARTS S GRATZ, PA 17030 ter •XGE,VS•9p 51. *' SERIES 420SGD, REINFORCED WITHOUT ADAPTER 96" X 96" p`.. ELEVATION t/" lr l srt STATE 0, r,/7s`/ I'NA(1\\\ DRAWN: 0' N0. 7 REvC'.ORtOP, D$-0 29 C Luis R. . Lomas P:E. s Lc62514A" NITS DATE 10/30/13 Of 10. L. R06ERT0 LOMAS P.E. 1432 WOODFORD RD LEINISVLLE; ira7=3 43a-666;0609 ribmasoldowspe.- 9 N FR HE 96" MAX FRAME WIDTH 1) ANCHORPER LOCATION AT HEAD & JAMBS SEE CHART #4 FOR NUMBER OF LOCATIONS REQUIRED 6" MAX 1 17" MAX. y O. C1 6" MAX 17` MAX O. C. 5" t 4X WE HT I 6" MAX' 6" MAX 2) ANCHORS PER LOCATION, SERIES 420 SGD REINFORCED WITH_OUTADAPTER AT SILL EXIERIORVIEW SEE CHART #4 FOR NUMBER OF LOCATIONS DESIGNPRESSURE RATING .IMPACTRATING REQUIRED -- 35.OPSF NONE SEE -CHARTS # 1 ANO"d2 SHEET 2 FOR OTHER UNITS RATINGS, HARDWARE SCHEDULE- R Ill) FLAT MOUNTED HANDLE SET (99-04.145) AT 38 3/4" ON. CENTER FROM PANEL BOTTOM' 6: Ill) METALLIC TANDEM ROLLERS (99-17-195) .4T EACH END OF PANEL. BOTTOM RAILS.. C. 1ALUMINUM 6063.T6 REINFORCEMENT(658) AT ALL -PANEL INTERLOCKS REVISIONS'.. OESCRIPTION DATE I APPROVED ADDED FLANGE AND FIN INSTALLATION i2/10/13 R.L. REVISED INjt• ALLATION DEi'AIIS O6/03/15 R:L. REVISED INSTALLATION DETAILS 06/21/17 R.L. NOTES: 1 MAXIMUM PANEL. SIZE: 48 f12"X 95' 2. :MAXIMUM D.L.O.: 44.5A8"x 90 518' CHART 94 Mumber of anchor locations required. _ Single : Panel and TotalUnH Width (in) Frame Height 30. 0 36.0 42.0 480 Ih). 60. 0 72,0 84:0 96.0 H&S Jamb H&S Jamb H&S Jamb H&S Jamb 84.0 4 6 5 6 6 6 6 6 88:0 4 6 5- 6 6 5 6 B 9Z0 4 6 5 6 6 6- 6. 6 98:0 4 6 5 6 6 a 6 6 SIGNED: 0612112017 DOOREET RS LLCIll0 650DQEST MARKETS S)tiR11RN3F GRATZ, PA17030GcPo f51 SERIES 420SGOREINFORCEDWITHOUTADAPTER96" X 96" rt .+ 4TATr' FINELEVATIONOP ; i s ..£QRtOPN' a\. DRAWN: OWGNO.. ...REV' V.L. 08-022 49. C X9'/ONA,tE\\\ Luis R. - Lomas P.E. DATE NTS 10/30/13 SHEET 3 OF 10 L.RGBERTOLOMASP. E. OD 1432 WOTORORDLENISVISL.F. NO 27023 FL No.: 62514 434-6880609 rdbmas'C klcmaspacom 14 i REVISIONS .. 1/2" .MIN. REV- DESCRIPTION DATE' A EDGE DISTANCE A ADDED .FLANGE AND FIN INSTALLATION - 12/10/13 R:L Y B REVISED INSTALLATION DEFAILS 08/03/15 R.L.' 1 3/8" MIN'., C 'REVISED INSTALLATION DETAILS' - 06/21/T7 R:L WOOD FRAMING OR 2X BUCK EMBEDMENT BY OTHERS MAX. SHIM 1-0 WOOD SCREW SPACE 13JB" MIN, EMBEDMENT 1/4" MAX. SHIM SPADE INTERIOR 1/2" MIN. EDGE DISTANCE f EXTERIOR INTERIOR 1 I111 11 71 SILL TO BE -SET IN IL U L 1IABEDOFG _ 10 WOOD APPROVED SEALANT SCREW 10: WOOD _.: EXTERIOR' SCREW WOOD FRAMING WOOD FRAMING ' OR 2X SUCK oR zz auGK JAMB INSTALLATION DETAIL BY OTHERS - BY OTHERS WOODFRAMINGOR2X;BUCKINSTALLAATION o a 1 3/8" MIN. EMBEDMENT 1 /2 . MIN: EDGE DISTANC= SIGNED: 0612112017 VERTICAL CROSS SECTION MI WINDOWS AND DOORS LLC WOODFRAMING OF? 2X BUCK INSTALLATION 650 WEST, MARKET STREET _`\\S R- L0y//. GRATZ, RA 17030 EN SERIES, SERIES 426 SGD. REINFORCED .WITHOUT ADAPTER ~ o 51 * 96" X 96"//" S!( rt FRAME INSTALLATION DETAILS Sys TAT OFF NOTES: DRAWN: Owc w0.. REV . FZORtDQ ^ IN76RIOR AND IOR FINISHES, BY THERS, v L. 2.OTSHOWNF PERIMETEEROANDJORNTSEALANTBYOTOHERSTOBE SCALENTS onr i_0/30/}3. 48,-SmEET0 249 . OF -10 C J// jleiS Q:NR`,C G\ DESIGNED. IN ACCORDANCE WITI-I ASTM E2112 - L. ROHERTO LOWS F < Luis R. Lomas1432WOODFORDRDLEWISVILLENO27023 FL,*.; L $ 251 4434-E88-0809 dl—asphl—aspe.— i METAL STRUCTURE BY OTHERS 10,SMS OR SELF DRILLING SCREW I METAL STRUCTURE. BY OTHERS EXTERIOR: 1/2" MIN. EDGE DISTANCE 1 /41' MAX. r SHIM SPACE i V i 1:0 SMS OR SELF DRILLING. SCREW INTERIOR SILL TO BE SET IN< A BED OF APPROVED SEALANT 1;/2" MIN EDGE DISTANCE VERTICAL CROSS SECTION METAL. STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2.. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED W ACCORDANCE WITH ASTM E2112 T- T'/2" MII EDGE DIST) I 10 SMS OR SELF DRILLING' SCREWS METAL STRUCTURE BY OTHERS 1 /1" W— REVISIONS DESCRIPMON DATE. APPRDYED ADDED FLANGE.. AND RN INSTALLATION 12/10/13 R.L. REVISED INSTALLATION DETAILS 08/03/15 R,L REVISED INSTALLATION DETAILS 06/ 21 /17 R L. JAMB INSTALLATION DETAIL 44ETAL STRUCTURE INSTALLATION SIGNED: 06.12112017 ME WINDOWS AND DOORS LLC 11 i11lL 650. WEST MARKET STREET GRATZ, PA J SC ti9! i 0ENo170301` ., SERIES 420 SGO REINFORCED WITHOUT ADAPTER 96" X 96" iFkk FRAME INSTALLATION DETAILS O,` STATOF ` ss[ORtD0''' Dwc No;, RC VDfMWN:. OS-02249 Io.1\I A LI\\\\\.. I LuisR, Lomas- P.E. SCALE - -OP3E SHEET NTS 10/30/13 5 OF 1Ait L.ROBERTOLOMASRF t S324Y0ODFORO RD LEMSVILLE,. NC127023- FL NO.:. 625,1,4 434 6680609Lomas[ Lilo naspe.co 1 t/2" MIN 1" MIN REV m5mPTION - DATE. APPROVED' SEPARATION EDGE DISTANCE- 4 ADDED; .FLANGE AND INSTALLATION 12/10/13 R.L. B FIN REVISED INSTALLATION DETAILS. 08/63/.15- R.L. C REVISED INSTALLATION DETAILS 06/21/11 R.L. e 1 1/4° MIN. 1 1 /4" MIN. a. a• . Q EMBEDMENT EMBEDMENT.. CONCRETE/ MASONRY 1/4. MAX' BY -OTHERS F SHIM SPACE i 1/4" MAX OPTIONAL 1"' SHIM SPACE ' SHIM MIN. INTERIORrTOBEEDGE PROPERLY SECURED DISTANCE SEE NOTE 3 oe SHEET i 3/1.6 TAPCON cl, TF Y1SEPA EXTERIOR I. INTERIOR a SILL TO BE SET IN A BED OF APPROVED SEALANT 3/76" TAPCON EXTERIOR 3/16" TAPCON l CONCRETE/MASONRY BY OTHERS JAMi3 INSTALLATION DETAIL CONCRETE-IAI ASONRY INSTALLATION OPTIONAL 1"X BUCK MASONRY/ TO'BE.PROPERLY CONCRETE SECURED BY OTHERS SEE NOTE 3 SHEET I NOTES: a, 1 1/4"',MtN. d INTERIORAND EXTERIOR FINISHES, SMOTHERS,. EMBEDMENT NOT SHOWN FOP CLARITY a:., Q 2.. PERIMETER AND JOINT SEALANT BY OTHERS TO'QE Q . -- `, a t DESIGNED.INACCORD.ANCE WITHASTM;E2712 - SIGNED,` OS121/2017- ` MI WINDOWS AND DOORS LLC tttt!lurrr 2 7/8" MIN 1" MIN. 650 WEST MARKET STREET J S R. LQ i SEPARATION EDGE DISTANCE GRATZ, PA 17030 UENo a VERTICAL CROSS SECTION- SERIES. 420 SGD REINFORCED WITHOUT ADAPTER X iUo 6'S1 k R = CONCRETE/MASONRYINSTALLATION ST IOFRAME}N$TALLAT(ON DETAILSSTATE OF _. ORAY'N: OWD N0. - REV rfi C-QR10p. 08 02 49 C scat wrNTS 10/30/J3 6 OF i0' 111 it.t L ROBERTO LOMAS RE, 1432:WOODFORD RD LEWfSVILLE, NC27023 Luis R. Lomas P.E. 434 686_0609 Hj.Mas ",iv Ma$p6. Cohn FL Na.: 62514' WOOD FRAMING OR.2X BUCK BY OTHERS EXTERIOR T/2" MIN. EDGE DISTANCE 1 3/8" MIN. EMBEDMENT I" 1 /4 MAX.. SHIM SPACE 10 WOOD SCREWS INTERIOR 0 6E SET IN OF VED SEALANT 10 WOOD SCREW WOOD FRAMING OR 2X 8UCk B, OTHERS MIN. AENT VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION. NOTES 1. INTERIOR AND EXTERIOR. FINISHES, BY OTHERS, NOT:SHOWN'FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS -TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112. REVISIONS - DESCRIPTION DATE APPROVED ADDED FLANGE AND FIN INSTALLATION 12/10/13 -R.L. REVISED INSTALLATION DETAILS 08/03/15, R.L. REVISED INSTALLATION DETAILS 06/21/171 R.L. 1 3/8" MIN, 1/4` MAX. EMBEDMENTI SHIM SPACE. INTERIOR 1/2"' MIN. EDGE DISTANCE. i 10 WOOD 4 SCREWS JAMB INS OR 2X BUCK b.— EXTERIOR.' L TALLATION DETAIL WOOD FRAMING. _ - WOOD FRAMINGOR2XBUCKINSTALLATION BY OTHERS SIGNED: 0612112017 MI WINDOWS AND DOORS LLC 650 GRATZ• MPAKET17030REET R!I'i/o,, yJ?;CF tl9s SERIES 420 SGD REINFORCED WITHOUT ADAPTER 95" X 96" FLANGE INSTALLATION DETAILS,• STATE OF ,Z\ i 'G.p RtOQ: • ' Xi S ONA IE Gam\\ if I LOTS R. Lomas P.E. FL NO.:. 6251.4 DRAWN:: V.L. OWG.'.11D. 08-022249 REV C. DATENTS 10/30/13 7 OF 10 L.-ROBERTOLOMASP:E. 1432WOODF09D RD LEWISVILLE, NO 27023' 41a.Sae-Ob09 illoms5 ldomaspe.mm 1/2" MIN. EDGE DI5TANCE METAL STRUCTURE BY OTHERS 1D SMS IOR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS REV510N5. REV 'DESCPo.-FION DATE AFT. OVED A ADDED 'FLANGE AND -FIN INSTALLATION 1 2/10/13 R.L. 1/4" MAX:,. S REVISED INSTALLATION DETAILS 03/03/15 R.L. SHIMSPACE 'C REVISED INSTALLATION DETAILS 06/21/17 I.A.L. 1,/ 4" MAX. SHIM SPACE 1- 0 SMS OR . SELF DRILLING SCREW :... MIN. INTERIOR EDGE DISTANCE INTERIOR L TO BE SET IN #10 SMS OR n 3EDOFSELFDRILLINGuL- ROVED SEALANT SCREWS METAL. STRUCTURE BY OTHERS EXTERIOR JAMS. INSTALLATION DETAIL METAL STRUCTURE.' INSTALLATION 1 / 2" MIN. EDGE DISTANCE VERTICALCROSS SECTION SIGNED: 0612112017 . METAL . STRUCTURE NSTALLAT ION. MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET u I1t" LDyj% GRATZ, PA 17030 GfNSF 9s- SERIES 420 SGO REINFORCED WITHOUT ADAPTER A0 51g h k = 96" X 96" FLANGE INSTALLATION DETAILS ATG OF NOTES:' DRAWN. DWO R IOP.•{` 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, V.L. 08-02249 '.C/sS(' G 2. PIERIME ER AND JOINTSEALANTBYOTHERSTOBE SCALE NTS - DATE 10/30/13: 'S"EET.8 -OF :1.0 INAL`E\ ODESIGNEDINACCORDANCE' WITI4ASTML2112 L.R+78cRT0'tOhiAS:'.E: Luis R. 'Lomas P.E. 14,Z: WOODFpF7D RD LEWISVILLE, NC. 27023 434- 668-0609 rOcmaggtdomaspe.cnm FL Nb:: .6251.4 REVISIONS. 1 1-/2" MIN. 1".. MIN. REV' DESCRIPTION. DATE. APPROVED SEPARATION =DGE DISTANCE A ADDED FLWGE AND PIN INSTALLATION 12/-10/13 R.L. B REVISED INSTALLATICN DETAILS 08/03/15 R.L. C REVISED INSTALLATION DETAILS 06/21/17 R.L.. d 1 1/4" MIN. EMBEDMENT 1 1/4" MIN. CONCRETE/ . EMBEDMENT MASONRY ° 1/4 MAX. BY OTHERS SHIM SPACE OPTIONAL 1/4' MAX. 1X BUCK SHIM SPACE TO BE 1„ INTERIOR PROPERLY LAIN SECUREDEDGE SEENOTE3SHEET T DISTANCE a 3/ 16" TAPCON a 3" EXTERIOR INTERIOR MIN' SEPARATION Fill 1 1 70 11 SILL TO BE SET IN A BED OF 3/16" TAPCON, EXTERIOR I APPROVED SEALANT 3/ 16" TAPCON CONCRETE/ MASONRY ' JAMB .INSTALLATION DETAIL BY OTHERS. CONCRE'TEIMASONRY INSTALLATION. MASONRY/ OPTIONAL IX BUCK CONCRETE TO BE PROPERLY' BY OTHERS SECURED SEE NOTE 3 SHEET 1 NOTES: a ° . - E L INTERIORAND EXTERIOR FINISHES, BYOTHERS, 1 1./4" 'MIN. NOT SHOWN FOR CLARITY EMBEDMENT 12 PERIMETER AND JOINT SEALANT BY OTHERS TO BE e 4 ° ° i DESIGNED IN ACCORDANCE WITH.AS I M E2112. e SIGNED: 0612112017 a MI WINDOWS AND DOORS' LLC +111u/r7j 2' 7/6 MIN. i MINI 650 WEST MARKET STREET \\. L 4'i/ SEPARATION EDGE DISTANCE GRATZ, PA 17030 VERTICAL CROSS SECTION SERIES 420 SGD REINFORCED WITHOUT ADAPTER * a 6 51 # CONCRETEr' MASONRY INSTALLATION 96" X 96" /,cr — FLANGE INSTALLATION DETAILS % OO,. TATE 6F °r\ DRAWN:.. . DWG NO: RC //F`S'S 1OR0) 08-02249 DATE 0NA SCALE 1\\\ NTS10/30/1.3 SHEET 9 OF 10 L ROBERTO LOMAS RE Luis R. Lomas P.E. 1432WOODFORDRDLEWISILLS,'NC 27023 FL :No.., 6251.4 43<- 6t1BU6U3 rllwnas[rJln'omaspa.com WOOD FRAMING BY OTHERS 1 1/4" MIN. EMBEDMENT 1 APPROVED — SEALANT BEHIND FIN B WOOD SCREW APPROVED SEALANT BEHIND FIN, 8 WOOD' 1 /4" MAX' l+ SHIM SPACE 1-- 7/16" MIN EDGE DISTANCE JAMB INSTALLATION DETAIL WOOD FRAh1ING OR 2X BUCK INSTALLATION 1 '1/4' MIN. EMBEDMENT WOOD FRAMING REV - DESCRIPTION DATE-AFPROVED- A ADDED .FLANGE AND .FIN INSTALLATION_ 12/10/13 '..R,l, B REVISED INSTALLATION DETAILS 08/0.3/15 R.L. 0 'REASEp INSTALLATION DETAILS. 06/21/17 R.L. EDGE DIST, I G .. i TRIM "a 1 1/4"-. MIN. INTERIOR EMBEDMENT MASONRY/CONCRETE BY OTHERS 1X BUCK BY OTHERS: HOOK, STRIP — ' 1X BUCK TO BE PROPERLY SECURED e TATA PC ON EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRYiCONCRETE: 1/2" MIN. METAL STRUCTURE 1/2" MIN, EDGE BY OTHERS F^i EDGE DISTANCEDISTANCEIiIA BY OTHERS INTERIOR TRIM INTERIOR 1 MAX. 1 3/8., MIN. MSHIM .SPACE EMBEDMENT 7/16" MIN HOOK STRIP EDGE DISTANCE HOOK STRIP 10 SELF DRILLING SCREW 70 WOOD. U PANEL SCREW EXTERIOR INTERLOCK EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION j - INTERIOR MOAL S 1 HUC LtIHE EXTERIOR NOOK STRIP INSTALLATION SIGNED:,0612112017 2X BUCIOWOOD FRAMING MI Itro r ssoDOWSWESTMRDEDOORETLLCGRATZ, 17030 E N S '9% PAGVERTICAL CROSS SECTION SERIES 420, SGD REINFORCED WITHOUT ADAPTER 0 51 WOOD FRAh11NG.OR.2X'BUCK INSTALLATION - FOR SILL INSTALLATION SEE SHEETS4-9. NAILFIN & _.HOOK ,INSTAL CATION -DETAILS-. 5.'AT_ OF I. NOTES: Dw.wNi - DwcNO. REv c•jOL'QR10P•1. INTERIOR AND EXTERIOR NOT SHOWN FOR CLARITY.FINISHES, BY.OTHERS, 08—OEE249 C XySSjdIJAI- G\`\ 2 PERIMETE,RAND JOINT SEALANT BYOTHERSTOBE scuE. D,aTE NTS10/30/13 10 OF 10 DESIGNED / NACCORDANCE -WITH ASTME2112 L.R09ERCOLMfASP.E. LUIS :R. P.E: 1432. WOODF04DRDLEMS'ILLE NC 27023. 606-0609 rllamss Irlomaspe.iror;r Lomas FL Na.: ' 6251 AF Florida Building Code Online https://www.t.loi-idabuildi.iig.org/pr/pr_app_dtl.aspx?paraiii= vGEVX...' i BCIS. Home. Log In User Registration Hot Topks ..Submit Surcharge Slats & Facts Publications FBC Staff BCIS Site MapLinks i Sea, ch b A Product Approval tom Use": Public user LQ Lc[p_r.L eOM> R MSLd or A At't n afcjj>rppAtaLVRISt>App1kaIt n De FL # FL15279- 115 Application Type Revision Code Version 2017 Application Status Approved Comments reapply 11/28/17 Archived Product Manufacturer Clopay Building Products Company Address/Phone/ Email 8585 Duke Blvd. Mason, OH 45040 513)770- 6062 mwesterfield@clopay.com Authorized Signature Scott Hamilton shamilton@clopay.com Technical Representative Address/Phone/ Email Quality Assurance. Representative Address/Phone/ Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method. Certification Mark or Listing Certification Agency Intertek Testing Services NA, Inc. Validated By Gary Pfuehler Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year ANSI/DASMA 108 2005 ANSI/DASMA 115 2005 ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL 1517 ),. R5_Egisiv_ 20170809 - FBC DASMA 108 e%ij ,pOf FL15279 R5 Ffia iv 7 7 t7fifi09 e C DASMA i of 7 d/ 15/2018, 5:17 PM Florida Building Code Online httpsJ/www.floridat i{ilding.org/pr/pi_apl)_cicl,aspx?para.ni=wGEVX. E3 Product Approval Method Method 1 Option A Date Submitted 08/10/2017 Date validated 11./29/2017 Date Pending FBC Approval Date Approved 12/05/2017 Summary of Products Go to Page FL #. i MddelS:Number or Name 15279.1 001 W3-09 DSIE-1A171: 2050,. 2051, 2053, 4050, 4051, 4053, 62; 64, 65, 62G, 62LG, 64G; SDP38, 5FL38, SRP38i "134, 135, 136, 6130, 6131, 6133` Limits of Use Approved foe use in HVHZ: No Approved for use outside HVHZ:. Yes Impact Resistant: N/A' Design Pressure: +20 PSF/-20'PSF: Other: The ,OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions, The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 15279.2 002 W3-09 DSIE-1A471:: GD1SP, 1 GR1SP, GDILP, GPALP, AR1SP, AR1LP,:EDISP, ED1LP, 4132, 2132, 6132, SFC38, MFC38 Limits,of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant:.N/A Design Pressure: +20 PSF/-21 PSF Other: The OPTIONAL glazing availablefor this producE: 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. 5279.3 003 W3-09 DSIU-iA771: 9130, 9131, 9..133; HOP13, HDPF13, HDPL13, 7130, 7131, 7133, 8130, 8131, 8133 Limits of Use Approved for use in HVHZ: No Approved for use.outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-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. Tlie product without glazing DOES comply with the impact resistant requirement forwindbome debris regions (ref 1609.1.4 FBC), 15279, 4; oo4.W3716 DSIE- 1A17 : 2050, i 2051, 2053, 4050, 4051, 4053, 62, 64, 65, 62G, 62LG; 64G, SDP38, SFL38: SRP38, 134; 135, 136, 6130, 6131, 6133 Pagel/ 8 Description i 3/8" Double -skin Insulated EPS'(exterior 'skin 27 ga. min.; interior skin 29 ga. min.) Single -Car (up to 9'0""wide): WINDCODEO W3 Garage Door Certification Agency Certificate FIA 5R7.9 nntra 3 .and p-mof of n,spe...ction.pdf. FL15279_ r_+w_CAC_W3 Li ting_Inter ek..:.pdf Quality Assurance Contract Expiration Date 05/ 21/2028 Installation Instructions Fl _ 5_279_._RS 1_I_1A1-Rev.4_2odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party; Evaluation Reports Created by Independent Third.'Party:. Gallery/ Artlstjy/Expressions: 1-3/8" Double -skin Insulated US ( exterior skin 27 ga. min.; interior skin 27 ga. min.) Single - Car (up to 9'6" wide) WINDCODE@ W3 Garage Door Agency wrance Contract Expiration, Date Installation Instructions FLI5279 R5 I(::. 1039;_ tj_eY41 Ildi Verified By: intertek Testing Services NA, Inc. Created by Independent Third Party; Evaluation Reports Created by Independent Third Party:. Double -skin . Insulated PUR (exterior skin 27 ga. min.; Interior skin. 27 ga. min.) Single -Car (up to 9'0" wide) WINDCODEO_W3 Garage Door Certification Agency Certificate Ft 15279 R5 C CAC wiE}i_{}roof pf_conu a4l _an i,:fsraof or inspecYinn pci..f Ft-15279 R5_C-CAC W3_ Ii}tinc3_IntPrtel_;_, Quality Assurance Contract Expiration Date 05/21/ 2026 Installation Instructions FL1:5279 R5_._TI 1.0417S-Rev01,.{dl Verified By: intertek Testing Services NA,:Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 1-3/ 8 Double -skin Insulated EPS (exterior skin 27 ga. mina; interior skin 29'ga. min.) Double -Car (9'2" to 16'0" wide) WINDCODEO`W3 Garage Door 2of7 4/ 15/20 "i:8. 5:17 GPM' Florida Building Code Online. https://www. floridabui lding.org/pr/pr_app jtl.aspx?parani=w6EVX..: Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-21 PSF Other. The OPTIONAL glazing available for this product meets the windload requirements of the building code but DOES NOT meet the impact resistant requirement'for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 15279. 5 005 W3-16 DSIE-1A471:_GD1SP, I GR1SP, GD1LP; GR1LP, AR1SP, l AR1LP, ED1SP, ED1LP 4132, 2132; i 6132, SFC38, MFC38 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-21 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne. debris regions (ref* 1609.1.4 FBC), 15279. 6 006 W3-16 DSIU-1A171i 9130, 9131, 9133, HDP13, HDPF13, HDPL13, 7130, 7131, 7133, 8130, 8131, 8133 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-21 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for. windborne debris regions (ref 1609.1.4 FBC). 15279. 7 j 007 W3'-16 PAN-21F153: 73, 1506, 75, 190, 84A, 94, 42, 48, 55, 42B, 48B, 55S, 4RST, 6RST, 4RSF, 6RSF Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-21 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 15279. 8 008 W4-09 DSIE-11`171: 4300, 4301, 4310, 4400, 4401, HDG, HDGL' HDGF, 66, 66G, 67, 67G, 68, SP200, SF200, SE200, 6200, 6201 6203 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +28 PSF/-29 PSF Other. The OPTIONAL glazing available for this product Certification Agency Certificate F i 15279_RS C__C1C Letter witYi:.procf of cr ntract and proof Cf i(15piECtlOtt p?l' FL15279 RS_C, CAC W3_Listing_Intertec.p if Quality Assurance Contract Expiration Date 05/ 21/2028 Installation Instructions FL15279 R5 11 Y01820.-ReV13.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Gallery/ Artistry/Expressions 1 3/8" Double -skin Insulated EPS ( exterior skin 27 ga. min.; interior skin 27 ga. min.) Double - Car (9'2" up to 16'0" wide) WINDCODE® W3 Garage Door Certification Agency Certificate FI- 15279 Ra_ C;_CAC „Letter wi*h_i,cof of nl tract and prnef o` inspection pdf FI 1 r279 RS_C,. (A(=ti`ri istincg--li1tei Lek_.pdf Quality Assurance Contract Expiration Date 05/ 21/2028 Installation Instructions FL] 5...279 RS_ TI104028-12 v0].pd` Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Double - skin Insulated PUR (exterior skin 27 ga. min.; interior skin 27 ga. min.) Double -Car (97' to 16'0" wide) WINDCODE@ W3 Garage Door Certification Agency Certificate FL151. 279. R5 CC_AC Lettei,_wi h_proof_ of,contrartar )9i of insperti9n.pof L152. IQ , R5 C.,..i_AC W3 Listi lg...lnte teke pdf Quality Assurance Contract Expiration Date 05/ 21/2028 Installation Instructions FI' S279 R5 I1 104168-..Pev01,pof 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 boor Certification Agency Certificate c A . Lettei with progf af. rcntract a,nd_prcof al ! nspection.pcif FL15279 RS G:..CAC W3 Iisting..Interte.k.pclf Quality Assurance Contract Expiration Date 05/ 21/2028 Installation Instructions f" Ll_521n_RS_II_1013 S-nev, ,,,I tff 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 FL15279 RS L _C1C Lett r witij_.gtoof uf_ u atiact Drld...P1q f of tn,ilrrLion i?it LL5279 R5 L t_AC V1... I i trn_g.._7nterteiq,;pcif. Quality Assurance Contract Expiration Date 05/ 21/2028 3 of 7 4/1.5/2018, 5:17 PM Florida Building Code Online, i https://www.floridabuilditig.org/prlpr_app_dtl.aspx?param:=wGE,vx, . ia, meets the wind load' requirements of the building code but i Installation Instructions DOES NOT meet the impact resistant requirement for FL15279 R5 II_C01652, !3 Revii.p.0 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: 15279.9 1 009 W4-09 DSIE-1F471: GD2SP, GR2SPj GD2LP, GR2LP, AR2SP„ I AR2LP, ED2SP, ED21-P, 4302, HDGC; 6202t:SFC68i MFC68 Limits of Use' Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design' Pressure: +28 PSF/-29 PSF Other: The 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. Gallery/Artlstry/Expressions-.:2" Double -skin Insulated EPS`. exterior skin 27 ga: min. interior skin 27 ga. min:);Single- Car (up to 9'0"'wide) WINDCODE W4 Garage Door cation`Agency Certificate CAC_W4 tstng intertekpdf nce Contract Expiration Date Verified By: IntertekTesting Services NA, Inc. Created by Independent Third Party: Evaluation Reports, Created by Independent. Third Party: 15279.10 010 W4-09 DSIU-11`171: 9200 Double -skin Insulated PUR (exterior skin 27 ga. min.; 9201, 9203, HDP20, HDPF20, interior skin 27 ga. min,) Single -Car (up to'9'0" wide) HDPL20, 7200, 7201, 7203; 8200; WINDCODEO W4 Garage Door 8201, 8203 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +28 PSF/-29' PSF 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). 15279.11 011W4-09 DSIUO-1K479: Canyon Ridge/ Brookstone Limits of Use Approved for use in HVHZ: No Approved. for use outside HVHZ: Yes Impact Resistant: N/A Design pressure: +28 PSF/-29 PSF Other: The: OPTIONAL glazing available for this product meets the wind load, requirements of the building code but 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. 12 012 W4-09 PAN=2E151: 73,.1500,. 75, 190, 84A, 94, 76, 42, 48, 55, 42B, 48B, 55S, 4RST, 611ST, 4RSF, 6RSF, 2RST,,GD5S, GD5SV, GR5S, GR5SV, AR5S; AR5SV, ED5S;`EDSSV Limits of Use Approved foe use in HVHZ: No Approved for use Outside HVHZ: Yes Impact Resistant: No Design Pressure: +25 PSF/-32 PSF Other: The standard glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. Certification Agency Certificate FL15279,, CAC_Letter with p_ roof of ;contract aid .p_ragf of irspei t pn.pdf FI 1,5?79_R5_(r_C'AG W4_I fisting t_ntertak:.p. Quality Assurance Contract Expiration Date OS/ 21/2028, Installation Instructions iLiS? 79_ RS_II.__1041$3 RevO]_pdf. Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Double Skin. Insulated PUR (exterior skin 27 ga. min.; Interior skin 27ga. min.) with Overlay Single -Car (up to 9'0" wide) WINDCODE® W4 Garage Door Certification Agency Certificate, F1- 15279 9.5.. Q AC Letier dirh_.ptoQf Qf cortrort.. nd.GL4.Qf. Qf . 11lspeS=t:gn_pS1f FLI5279 R5 _C::._CAC__W4_ Listing_Intertek..,.pdf. Quality Assurance Contract Expiration Date. OS/ 21/2028 Installation Instructions FL15279 R5 II 1 04456 Rey01 pdi Verified. By: Intertek Testing Services NA, Inc. Created by Independent Third: Party: Evaluation Reports Created by Independent Third Party: Steel Pan (min. 25 ga.) Single -Car (up to 9'0' wide) WINDCODE® W4 Garage Door Certification Agency Certificate. FLIS279 R5 'C .CAC' Letter yuith.proof of contract'and proof of` rnspectr0-1, FL15. 279 R5_.C_CAC W4_Lisfng_Tntertek pcl; Quality Assurance Contract Expiration, Date O5/ 21/2028 Installation Instructions ffL15279_ R5_tI_300 159 B Rev1n_,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./M 18,1 5:17 PM Florida Building Code Online 15279.13 1013 W4-09 PAN-21`441: G4S, GS4, G4L, GL4, GD4S, GD4L, GR4S, GR4L, G4SV, GS4V G4LV GL4V GD4SV, GD4LV; GR4SV.GR4LV E4S, E4L, ED4S, ED4L, E4SV, E4LV ED4SV ED4LV SS4, SL4, AR4S; AR4L, SS4V, SL4V, AR4SV AR4LV Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressures -r25 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 1 014 W4-09 SPO-21`449: Grand j Harbor, Stone Manor Limits of Use Approved for use in HVHZ. No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +25 PSF/-32 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC), 15279.15 015 W4-16 DSIE-11`171.4300, 4301, 4310, 4400, 4401, HDG, HDGL, HDGF, 66, 66G; 61, 676, 68, 5P200, SF200, SE200, 6200, 6201,. 6203 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure. +25.5 PSF/-25.5 PSF Other: The standard glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. 15279.16 1016 W4-16 DSIE-1F471: GD2SP, GR2SP; GD2LP, GR2LP, AR2SP; AR2LP, ED2SP, ED2LP, 4302, HDGC, j 6202, SFC68; MFC68 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25.5 PSF/-25:5 PSF Other: The standard glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. 1.5279.17 017 W4-16 DSIEO 1F479;. Coachman/Settlers/Affinity Gallery/Artistry/Expressions: Steel Pan,(min. 24 ga.) Single Car (up to 9'0." wide) WINDCODE® W4 Garage Door Certification Agency Certificate FL15279 RS C CAC Letter w h..G:'oof of cant a.ct end proof of inspection,.pdf. FI I.5.2...Z9 R5_ G_CAC W4_Listlg_Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FLJ.527.9-_R5_ II 1034Q§,6=Rev_$ p Verified By: Int.ertekTesting 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) WINDCODEQ W4 GarageDoor Certification Agency Certificate FL15279 RS_C_CAC Letter tivlth proof of contract and proof of ins .ection.pdf FI_] 5279 RS C__CAC W_4__Listtng, Intertek pd( Quality Assurance Contract Expiration Date j 05/21/2028 Installation instructions FL1527_ 9 R5 11 103549 _ItevOU•pdf 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. miss.; interior skin 27 ga. min.) Double•Car (97' to 16'0" wide) WINDCODE@ W4 Garage Door Certification. Agency Certificate FL15279R_. 5. G CAC_ Lelte, y ithproof af.cnntract ancJ_rpof of insgection_p_df FL15279 R5 CCAC_ W4 Listing Interiek.odf Quality Assurance Contract Expiration Date 05/ 21/2028 Installation Instructions FL15279R5.. 11 101481-B-Rev13_pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Gallery/ Artistry/Expressions: 2" Double -skin Insulated EPS exterior skin 27 ga: min.; interior skin 27 ga. min.) Double - Car ( 9'2" up to 16'D" wide) WINDCODEp W4 Garage Door Certification Agency Certificate FL15279 RS_._C-_CAC Letter wtti proof of contract and proof of ins)ecbonp..df FL15279 R5 C-._CAC- W4_Ltgtin.g.._Inte1.rtek pdf. Quality Assurance Contract Expiration Date. 05/ 21/2028 Installation Instructions FL15229 R5 II104029.6 .... ,pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent. Third Party: Double Skin Insulated EPS (exterior skin 27 ga. min.; interior skin 27ga. min.), with Overlay Double -Car (up to 16'0" wide) WINDCODEQ W4 Garage Door 5 of 7 41r15/2018, 5:17 PM F orida B Iddi.ng Code Online. https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=rwGEVX.... Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant; N/A. Design Pressure: +25`PSFI-25 PSF Other: The OPTIONAL glazing_. available: forthis product meets the wind load requirements: of the building code but DOES NOT meet the impact resistant.requirement for windborne. debris regions. The` product.withoutglazing DOES comply with the. impact resistant requirement for windborne. debris regions (ref 1609.1:4. FBC). 15279. 18 018 W4-16 DSIU-11`171:!9200, 9201, 9203 HDP20, HDPF20, HDPL20, 7200, 7201, 7203, 8200, 8201, 8203 Limits of Use Approved for Use 'InlHVHZ: No Approvedfor 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 windborne debris regions. The product without glazing DOES: comply with the impact' resistant requirement for windborne debris regions ( ref 1609.1.4 FBC). 15279.19 019 W4-16 DSIUO-1K479: Canyon Ridge/Brookstone Limits of Use Approved,for use in HVH2: No 1 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 windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions ( ref 1609.1.4 FBC). 15279.20 1020 W4-16 PAN-2F153: 73; 1500, 90 i 75, 1; 84A, 94, 42, 48„55, 4115T 6RST, 4RSF, 6RSF' GD5S, GD5SV,, GR5S, GR55V, AR5S, AR55V, ED5S, ED5SV Limits of Use Approved for use in HVHZ; No Approved for use outside HVHZ: Yes Impact Resistant: No' Design Pressure: + 24 PSF/-24.5 PSF' Other: The standard glazing' available for this product meets the wind load requirements of the building code but DOES NOT meet the impact' resistant requirement for windborne' debris regions. Go to Page Certification Agency Certificate FL15279 RS C_CAC.Letterv{ttti,.preof,oF;contracL_andprpaf of inspeecnonadf FL15279 R5 C.. CAC .p.of Quality. Assurance Contract Expiration Date 05/21/ 2028 Installation Instructions. ri 1 . 279 R5 tT_1030 its R?v07-;pdr Verified, By: Intertek Testing Services NA, Inc. Created by Independent Third Party`. Evaluation Reports Created b' y Independent Thud Party:' Double -skin Insulated PUR (exterior skin 27'ga min.; interior "skin 27 ga. min.) Double -Car (97' to 16 W wide) WINDCODE® W4 Garage Door Certification Agency Certificate FL15279,__1! __ C__tyAC letter with proof cf contract _ai d prooF of ininspe... ction.pdi FL15279 RS C.:._CAC w=} tl,tiny,...lntertekpdf Quality Assurance Contract Expiration Date 05/21/ 2028 Installation Instructions FL15279 R, S__It 1041G9-ReV0.1 Atli Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party; Double Skin Insulated PUR (exterior skin 27 ga. min.; Interior skin 27ga. min.) with Overlay Double -Car (97" to 16'0" wide) WINDCODEQ W4 Garage Door Certification Agency Certificate F 115279_ R5 C CAC_Letter wlth._proof of eon: i- a.rtd proof,' Pf"irsp dlan,pdf FLt5279 R5_. 0 CAC W4_Listino Intertek.rjdf Quality Assurance Contract Expiration Date 05/21/ 2028 Installation Instructions FLt5279_R5_ TI_104457,-..Rev 02,pff 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 FL15279 R5 _ G...CAC.Letter with_proof of:co...ntract aild proof of ins c_on_pdE FL15279 R5 G....4A4 W_4.. tlSt!R9..:l:nteCtek,llclf ; Quality Assurance Contract Expiration Date 05/21/ 2028 Installation Instructions FL1.Z2 135aT.t._01117_-#3 Rev1,5;.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party:: Evaluation Reports Created by Independent Third Party: sack _Next:. 0 0 Page 1/ 8 0, 0 tact U, s 26 1- alair Sto r>P 34dd 1.RIIA asseeFl,7,$2 pllgne; $.Q,:;48.7_1$.24 TheState of Florida IsanAA/EEO employeeS2RYI1gh,1.2Q07.Qi3 Slate:.SLFlor{(la., :: ;PrNacy_tgmgnj Accessibility Statement ::,Refund Statement Under Florida law,- ernail addresses are publicrecords. if you do not want youreimail address releasedin response: to a public -records request, do not send electronic 6 of 7 4/) 5/ 2018, 5 1.7 PIv1: Florida. Building Code Online littps://www.floriddbu:ilding.oi'g/pr/pr_app_dti.aspx?param=w6EVX,.. ' mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please. contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address.if they.have one.. The emals provided may be used for official communication with the licensee. However email addresses are public record. If you do not wishto supply a personal address, please provide theDepartmentwith an email address which can be madeavailable to the public. 7o determine if you are -a licensee under Chapter 455, F.S., please click .1.7.t::re.., ProductAplaroovva l Accepts: Credit Card Safe 7 of 7 I 4/15/ 201. 8, 5:17 PM. 8 0 PANEL EN06TS;-RWRS giAN-ICtCHi 1 OE 0P U-.AR3 m WIG. z. a I1a A za-w Dls tW TV' SECTI 4 6rn'GA3.: LSOa. t 79' Toev s e 1ov mD•1o• A.4 -6RST lAS IV TD -10'6' 6. 9 if'aTU mE R 62.128 55, SSE 10'9• TO 12'3' 11 N9'i ,:1 M 9gRT AMEL NOR1 4f-'i% RLLW '169'- NAx BEET 1D 15.. ICK+1T' z1' pw r— r u 1 11 I®I If1-IllfI III I®II iII If lliii ELI IINN II Ilr®i SHEET - 1. OF 2 GLAZING I: MAY BE STANDARD 'OR IMPACT REV DOTE: DESCRwTmN W - 11/30/0 ADDED EXTENDED REOM, ODUWNED CLOPAY. ROLMES. AND IDEAL MIN - 10 08/08/08 : ADDED N/N,428.40r_M II 10/21/m ADDED M/N 1F 12 aI200R- AODEO''CARRNGE :HOVSk'"ELBOa.DDOF#5... 13 8/2010 -... UP0AIED. MODEL TABLE. 14 1/2012': REVISED "NO SPEED TABLE ^VON.ASCD-10. 25 4/2012 ADDED. IMPACT RESISTANT CPOON:' GLAZING: SEE SECTION 1B-B.'FOR DAM SZE-15 42-1/2'x16". IMPACT GLAZING IS 21-5/8'z 14-f/B wN Pm mTOG- L-LocO-sTsOTvO DOR ODvBortoH a Ca1reR). ' SECTION A -A LSIDF '' VIEW) 20 GA. CAM STEEL. MIN. YEILDr STRENGTH:" 50 ::- KS1- n. _ 2" THICK. , 1-•- g, I— wNr- LxwMR xnos m ' 12 G4CALV. STEEL TOPS w•mc ROLLER BRACKET. EACH. n 'BRACKET ATTACHE METAL } METAL 14X5/8" SHEET - SHIPLAPJOINTS.- SCREWS. 14 GA... GALV. ROLLER HINGE.: - - EACH r-HINGE FASTENEDTO END. STILES WITH (4) #14.5/ 8- SHEET METAL SCREWS AND "(4) 1/4 X3/4 -SELF . TAPPING SE SCREWS. E'•VIEW "B 1_(<'DENSITY POLYSTYRENE FOAM INSULATION. - 1-5/16 THICK WITH' VANYL HAIRCELL BACKER (INSULATED MODELS ONLY] - - 3" TALI. x '20 GA. CALV, STEEL U-BARS IN. 25-GA MIN. GALV. STEEL SKIN- A 2-1-2-1 PATTERN (I.E. TWO U-BARS' WITH A BAKEO-ON PRIMER, ON 'BOTTOM SECTION..ONE.U- BARON NEXT- AND A'BAKED-ON POLYESTER'. SECTION. ETC.):- EACH U-13AR ATTACHED TOP COAT APPLIED TOBOTH- WITH ( 2) 1/4"X3/4 SELF. TAPPING-. SCREWS SIDES OF 'STEEL SKIN. PER STILE. LOCATION. 13 GA.;GALV; STEEL-.130TTOM -BRACKET. ATTACHED WITH °(2) %?4z5/B' SHEET METAL'. SCREWS. ALUMINUM. EXTRUSION k:VINYL WEATHERSTRIP. DESIGN. LOADS: +24: 0. PSF-k - 24.5-:PSF TEST LOADS: a+3SYPSF .k -37: 0 PSF-' M?C. PAN-2F153 VINDLSD RATING MAX MOR STM DATE:.. W4 16'0"W x 1: 6'0"H 1/3/97-DESCAIPTIDN CLASSIC AND CH RP STEEL PAN p,g MASS .DUKE BLVD. _ DgAVN 87: DDUBLE-CAR, 16'W +24/-24.5 -PSF Building Products MASDN..OH "I JAcCompany :(513) 770-4600 C>RL D: Big TT]] gRA"4*wN11ER. _ VERB CJa CmP_tu, a.."1.-R.. — S. MIWW °f7 - - LOi.71 i IBC Tld ML tl;diS M'CVIID9 Re 0L9Sf W9f fpt.11l[ QT.IAR puo:sv¢vs.uRm . tiolr ACEr>mNa m 1NG'BOIeQA '. ntrnNc.cxe a'nc .nwww+K. waawa caa' tNfsm aN A.ci-101 r.N aC rau.RnNG allomoN,9 f) eNt4csea el.rnR. Z} ooan.wJ. T.. a'nmN:n.BUAwGB VID zaa,. a> AW lMOT sLaFLren 411EaTNG.N Ac: u¢uRf Mllf rr,Vlr ail 1a6 wrE-satrsx wAualma. e+A.6uusAv: xsa+;rRaEsaww Na':sa . N[AN. 1 Muds fs n'` ea• - m as VED,R N HDO - TNoreIS' r or U-mms ._.....-, ...rye ••••• (flotn •^••e w®,.,.-vim: NfV DATE r0 n• - + 4 J/a'yr IAG.wan aN z4' cnrtmE. 1-Va' o.a rAy+ER rcvucon va SHEET 2" OF 2 is -- l'D• ID 9'9•-- - D ECAL115 IIAT CO MptSON'(DUC-NOC Kp" TD.PIIOMQ'A rtL , VO: N l0'4•- - a 9 W%N(ND 51AF,'i121. NORQpRAL.JlNES CO NDT 1RAYSFIIt; LON} r. - IIm) 1, IF 12'fl.USN CARRUQ IpySE' RAISED PANE1 p10S4 DVAIS' NDDCLS 8a W' H W PIS O:IiAY GD:S; G76SY, ceuERY• mss Dery F[AIESMTiS1RT' A= AIM A' uaviACE':uTZE• rsss ETrsry IMPACT RESISTANT ASSEMBLY DETAILS ORAWING ' 0171 1 -A SECTION B 8 (IMPACT RESISTANT GLAZING OPTIONi YLL1aLRPoff Ntll BCID 1N•E OPaaMK94Y-N Nm1f. (0E1116)t PRHIE MO PIGILQ. oLcoAv1E mwr rAcrK. enaap DRE1:9.r, AM fRNb. PE iucrox Pa SrmoE w:rvlEn Pw+rwm ro.EwsE 1nnl. wam aE laxw (lDi p , s/4•. Rw xFAO N,a..E sErcRs. mvEi"a wc. STANDARD ASSEMBLY DETAILS DFtAUViWG 101711-B SECTION 8 8 (NON IMPACT RESISTANTGLAZING OPTION) MR::—E WH uN. coxma OR.ouTwE wwA HOVE Ra.T-FRONT FRWE G HY310*EA THAN pNAtT-Af3OTANC fR,NL . OIEWRat aaJ/4' INN HFJD SJiE'a. TANOARO ASnEILY CONSTRUCTION: oPIwNAL.S,xN1-oR 1 Arn>uc uTEi'A1.[ABIE.' o m.t ACRr "In Iu%. PIAv 19 0PRK oR waTE a ArmRO.m CC2 LUSTC N ACCf TALWM N W/M M1K NIS DOMI AWEIS Y INSTALLED N COIIR1IDJpTfNXFSFODONWNWDIEWNDLODAT"OL ENISOPRERARWafaaNccaDEORaT1EA4+TwrvL WURIO CODE Blrt WEFT 11E D15=5REF. NT Wt 1. 471E toil n1NDBOWE OEBRS RCGIOWREF. f2tnPRN' 1a RBC/IOC}. Ww]` KR.+ aig3WED M01..3{EIYEON ( 1AW M I— t—REfE).. 1/4113' TNYVN iCREM ON 17' CEI E (2= 1 ION.COMOEM 00 Y t270DiS' (C-W (i.). 1' OD:. NANERS PEp1LGf9 NRN TAPCONO. ATIOIOfL9 WY' DE COINNRSOMK'' oxU NOTgAtrRED). Tl"PAONR A. PUA91 IfOIR0N0- SASJCE. WWWAL.AW W NOT TWW°.SFR idC. RO101 TO WSW iD3-fat. A UCEI3LD DL9(01 Na7FEssOfUt WT A1S0 IE. EMPlormro-A PaovE ALTERIIATE rAApYRS Alm/ a ufu.. cmnDuums waPAPATKw cP ei'aiHERB SiOi' NalRcaK: OY-DOOS NSTALLFR {TD SUR) 2ra- TELIA'a PafE i 13 20 G H04 GV.V:. ST([L. oo 311E, l p u GLv. SfEEI artE2+. SfaE ti G (YW. S1ED. TRWI . fiLtRE2 rA5'ENtD TD MGW 2NB: MRH or¢ f -afa' Ua SCIEw: -\ to u 6,W. NOI1E. FACH PER IRr2t BR,CJi'T. ID.. RRMO PUEHNUT ` Y1NI t4> /aO SRW FAS 04 (ONE. PER RDUER). NEDI SfREYe. 2'- GALY. SMEL TRJCA'rA51El4Dl TO 14 G DALV. R MM U WHM - 12 G CALV. D"n 1i+At1f BRACKETS sAS1ENED TO ENO STW .WITH-(4) _ TRK] t ATTACHEE1 la-F•b1.6YCaEV' tl4rafa' S1EFl NETAl 4JEWS. AR') (4) tRR1'. arE 1/I•n/!' NRTS a NUIS:. 1/4 i,.l a MIX iA{FlNC'. saETrs:. dI. TNO. 1/4' PN. gYETS. z'. TO FtNL. sxORr s102 2rm' aaaER: wT1i sNmw. max TaE JBEIB: SAO®DE8e7Mt1- . Bm THE aEDCT+ 4F iME. sUPPORRIG SiRUCRRiAI FSFJ4DNIa SMNL- T1iE P6Pp6pKNY OF 11E noDlEsscF4L OC CUPoWA!' DlAwff & DTIEBuwafaLWS'lRUCDDEAHO N ACCOIANIGE-.WRH.alD Do0E3 iDR' THE LOOS - DSTED: Ofi 1hE ORW1Na. opa CN' ENGINEEt. WK. WESTERFIELD. P. BW DUKE': BLVO. aM P.E. /4Ba85 Building. Products' MASON, OH-45040 P. E. %2Ja32, - COMDCf1•IY (513) 779-4BQ0 DESCRIPTION N. SHEET O.E. NOTE: TRACK CONFIGURATION - ABOVE ' THE ODOR OPENING DOES NOT AFFECT THE. WINO: LOAD . RATING OF THISDOOR.- NORQW& TnAol zEV w w DOW.' WSTALLER (TO. SUED a' TAt1. D00i6:AlW.unoeR SRu. 0m DRMSCR EAOIFASTnIEDroKoeD,wm mrH LHR'' TOP BRACKET p0U81£. HOR¢ONCAL TRACK s*. 1 3) S/18'ri-S/9'.W000LWSCREMS. HOCHC IarL. TPACJ( T1NCilNESa': .Deo•' _ DOUBLE TRACK' tOW' HEaORIXfM 9ET.62N. L, TYP;. 2-1/2.02 G'C,SV. STEEL TRACK S—ET: 4) IRACIt 6I+ACKEiS P'FR SOC hump. HOWOWAL: 1RACK SUN-= W aaDas owl a' iAO. ODaR NWAU R (TO. SWT) l2 G'G1W: SrEEi..FUG aRAC1ER. GTa+ EASSFIKD Tn HocO. A1A9d +w1N J) a/ta',t-a/a' LAC Y.RC/S 71,.. 2' C V. Mn TRACK.- L•- i W cttvn yla ANEL' il[IYlEEl1 TUG Ata2. mo TRAfX a..."Nor TO'E1RSID JD` O.C.. h= E,: FOR DOM OVER. 121- 01.H. TRACK COVTCWATIRI SFNLL YDT IOHocDEEo uumnal rAc r iOVMORECCTMLFRMrORMORE [ETAIL F-mw ROR 2-I, r DESIGN LOADS: + 24.0 PSF 6c -24.5 PSF TEST' LOADS: + 36.0 PSF & -37.0 PSF IC: PAN- 2F153 VIMXCAD RATING W4 MRIL ' DOR: SIZE. 16'0' W x 16'O'H' 1/3/ 97. a¢scRTPrIw, CLASSIC AND CH DOUBLE -CAR, low RP STEEL PAN 24/-24. 5 PSF NN. Brr,.. nC B DRAVWG _ NUNpfR+ 101711 VET. 18C KED BY' MWW y Morida k3 iilding Code Online, https!//www.florid-,i.buildinc,.oi-g/pr/pr app dt1.aspx?prar0..=wGEVX... OJT dr z t ASr - y 5Z 4 a 1741 l s rK _ aCiS.iiome Ing In User Registiatbn Hol Topics Submit Surcharge Stats &-Facts Publications F8C Staff aCtS Site Map ? Links ' Search doi A Product ApprovalfUSER; Pubk User Pri ft_P jxnvAi titenu > Prr rf, ,:pr hp ir 3tk n ,,ea rGh.> kppitig.En;). L;; > Appraation Detail as ; FL # FL17499-R3 Application. Type Revision CodeVersion 2017 Application SCatus Approved Approved byDBPR. Approvals by DBPR shall, be reviewed and ratified by the POC and/or the Comm! ssion`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 Gratzi PA 17030 717) 365-3300 Ext,2560 bsitlinger@miwd. com Brent. Sitlinger bsitlinger@miwd. com Windows Single Hung Certification Mark or Listing American Architectural Manufacturers Association Steven. M. Urich,,PE Validation Checklist - HardcopyReceived Standard AAMA' 506 AAMA/ WDMA/CSA 101/I.S.2/A440 AAMA/ WDMA/CSA 101/I.S.2/A440 Method 1 Option A Year 2011 2006 2011 l cif 4 41l 3/2018, 7:05 AM Florida .Building Code Online https://www.tloridabuildiiig.org/Ur/pi app_dti.aspx?parain-=wGEVX... 0 Date Submitted Date Validated Date Pending FBC Approval Date Approved FL # i Model, Number or Name 17499.1 1185 SH 01115/ 2018 01/15/2018 01/ 21/2018 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes: Design Pressure: +55/=55 Other: R-PGSS*, Missile Level D, Wind Zone 3. Glass to be bedded in Pecora 896sealant. 17499:2 185 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-PGGU 17499. 3 185 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design. Pressure: +60/-60 Other: R-PG60* 185 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ; Yes Impact Resistant: No Design Pressure:-1-60/- 67 Other: R-PG60* 1 36x84 Fin/Flange Frame IG/SG Impact Single Hung Certification Agency Certificate fl_ 17439 P3__C. CAC Pi..t..:l"dindow - 185 SH,(Fill) Irnpaq 4},pdF FL17499 R_ C. CAC_ MI, Yd nJow,;;: 185 SN.Fflt) imp4cc_(5)' CTone_p_cif FL17499 R3G_CAC. ill %, 11 ndow - IS SH fFlznoei In-ipact 3J.pdf. FLt 7 # 39__ 3 C,_CAC P•1T_ V nd_vv s.::- 185 S.H.::iFls,ngg Impa.c..t 41-Po Quality Assurance. Contract Expiration Date 10/17/2018 Installation Instructions F1_,1, 74 9 R3_11..08-2545 ._ppf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports F L. 17499_ f13...,_ AE_..:513.32.1B.-3 .pof Created by Independent Third Party: Yes 52x72 Fin/Flange FrameIG/ SG Single Hung Laminated Glass Certification Agency Certificate FI 1749a R3 C.... CAC PG{13367.)E17,?6 01, _109A7-RO 185 Si-E(FLG ua yerh' FL17499 f 3_C_ CAC P43,;1 Windows,- 18 SH Fin) i1::1:},pd` F1.17499.1ti3 tr_ r AC MT_Wiriduw--- 18,5 SH(Fin) (12),_t If FL 17499 R3 C.:_ CAC M_I_talrndnFys_-_1i 5 ;H.(f 1anr.e} IO,l;pdf Quality: Assurance Contract Expiration Date 10/08/2018 Installation Instructions 117499 R3 H, 08- 02 4'1B;,pdf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R3 > E_ 313327B- 4,.pdf Created by Independent Third Party: Yes 36x84 Fin/Flange Frame IG/SG Single Hung Laminated Glass Certification Agency Certificate FL. 17499_R3_C_ CAC -r1PC;133C31E1729;02-109 n7-R0 1_£f._` 5H(FLG warver).pof i L;174?9 R3. C;,:CAC_h1I Vindotvs 18S SH_Firi)_{_1.31,_pcSf 1 L 17499 R3 CC -AC MI V indukv5:. _a85..ShI...(Fin}_(14 pGf FL174, R3G_CAC MI nduws,. 1`5 SH_(Flarlgg U)_pdf Quality Assurance Contract Expiration Date 10/17/2018 Installation Instructions FL174g9 R3 1 [)H, 0 55©%pdf Verified By: Luis -R Lomas`PE-62514 Created by Independent Third Party.: Yes Evaluation Reports FI17499 K3 AE.: 513 238 S-,0f Created by Independent Third Party: Yes 3601 Fin, Finless, Flange FrameIG Single Hung Certification Agency Certificate nce Contract Expiration Date 04/25/2022 installation Instructions 2,of 4 4/ 13/201.8, T:05 AIM Florida Ddilding Dude Online https://www.floridabuildiiig.org/pi-/pr.app dtl.aspx?param—wG . EVX.., e FI 1749prR3 If 019-03163_pclf Verified By: Luis R. Lomas, PE PE-62514 Created by independent Third Party: Yes Evaluation Reports i FL17499 R AE 514,i82,.pdf: Created by Independent Third PartyYes 17499. 5 185 SH 52x72 Fin/Flange-Frame IG/SG Impact Single Hung Limits of Use j Certification Agency Certificate Approved for use in HVHZ: No FL17499 R3,._CAC ..MI_i 1ia3s14 r=_- 1I35_Si_(Fln€ Impact Approved for use outside HVHZ: Yes. Impacts Yes Fl]74 R3 f,_CAC_hryL.ahndy 5, 1 35 SH.'{F,n) Ifnpa t ure: + 55/-S5 DesPressure:, s pdt Other: R PG55, Missile Level D, Wind zone 3. Glass to be FL17499 R3 ,C CAC Win 3o tis: q 19SH.;,(Ftange) Invact bedded in Pecora 8% sealant:_ rzJ:pdE' 17117499 _Ra C;; CAC M.1 Winfovws_- 165 Sr-lange) :impact !. Quality Assurance Contract Expiration Date 10/10/2018 Installation Instructions I-,, 7a:99 R I.T_:0-024=€LI e,ptlf Verified By: Luis R Lomas PE 62514 9 Created by Independent7hird Party: Yes , Evaluation Reports EL 411!} P? , F 5 13320 I.tpdfI Created by Independent Third PartyYes i 17499.E 185 SH S2x84 Fin/Flange Frame IG/SG Single Hung W -.. _. -_ .. s_ Limits of Use, Certification Agency Certificate Approved for use in HVHZ: No i L17 9 R3 C CA CPC (I 3h 3 E171 0]: W 09 47-g0 185 Approved for use outside HVi1Z: Yes SH F6_ea;v4aEvOr) J fir 5z I IIY54 3tt Pi i:Ct091£3):pcil Impact Resistant; Na FEI7h99 R3 C_CA i*tl_V,1jnvov,,s pdt i Design Pressure: +60/- 60 FI-17499 R3 C:,..CPiC 3 II_'."ri!rdosys_- 85-5H F3i0 { I-pdf i Other: R-PG60 FE_ t749_3 E1_C i(t C rfT, VR indgvvs jff5, 5ti_{%I2r.9eL 9) p if i Quality Assurance Contract Expiration bate } 10/091201B Installation Instructions 1-L179 it3 H___ Ii8-025}6Ei „pdr` s i Verified By: Luis R Lomas PE 62514 Created by Independent Third Party: Yes Evaluation Reports h FIT 4i9 R? AF, 133 '2: ?_.pdf' s Created by In CreatedParty: Yes 17499.7185 Triple SH i 111x72 Fin Frame IG/SG Single Hung 110x72 Flange Frame I IG/SG'SingleHungLimitsofUseCertification Agency Certificate Approved for use in HVHZ: No FLZi49 R:3, C_a AC Poi Vein+lows`. _1t3a SH Trlp9e (Flit; a Approved for use outside HVHZ: Yes Impact Resistant: No FL17199„{ t ; C:_ f AC. h'sl'_4 lincirss_Sli,Tnple ff n) Design Pressure: +5,0/,- 50 Other: R-PG50 FL17 994_ R3.. C_ P•il,._Wtn<t iu 1F 7 rat} TnFle {f l nej, FI.17449R, _CAC h11 Windows.- IRS °iI'(:Tiipl...._{€_I_inor) LI ). pdf: Quality Assurance Contract Expiration Date 10/20l2018 Installation Instructions EL174. 9,9 Verified By: Luis. R Lomas PE 62514 Created by Independent Third Party: Yes I Evaluation Reports Fi I NU R . E 51332410 C pdf Created by Independent Third Party: Yes 17499.8 185 iwrn SH 106x72 Fin Frame IG/SG Single Hung 10502 Flange Frame IG/SG. Single Hung Limits of Use i Certification Agency. Certificate Approved for use in HVHZ: No, FL17-}99,,,it3i4C.,t iI :451indow, - IAS Std::..€win (Elal. Approved for use, outside HVHZ:, Yeg Impact Resistant: No FC71499 Ri 4_tAC PiC,.VJirilovv.:.1£s_IlTvvirtiFj. Design Pressure: 4-45/-45 i i Other: R-PG4S FL174{ir R3 CFt N1I 4uin v d V4s_- 1 .i SH;Twin (Flange) 3) hril. 3 of4 4/ 13/2018, 7:05 AM Florida Building Code Online littps://www.floe'idabuilding.org/pr/pr_app_dtl.aspx?paraill=vGEVX.. f 6 ,L749J.i Fits .CWCRC: PV_t`€U,tjpws.:. 185 Sl ,. f%virl (%IdIjgC) Quality Assurance Contract Expiration Rate 10/20/20J8 Installation Instructions F-Lt 74.99 _R3..11 08-025476 I.p,,.f. Verified Vy: Luis R Lomas PE-62514 Created by Independent ThirdParty: Yes Evaluation Reports FL1743 Y ti, )E 51332:3_i -7.pdf Created by Independent Third Party: Yes S91ia S Us :: 260t_8ai Scone Road; Tallaha5sge, F 3 3 9 Phone: 8$0_-4.87_1824 The State of Florida. is, an AA/EC6 employer. CCoynghlt2pp7-2013 SSate:nf Florida.:: privacg_$tatemen l Aciess rihtyStaCejiieritis refund Stg menf. Under Florida law; email addresses are public records-. If you do not. want your e-mail address released inresponse to a public -records request do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487 1395.. `Pursuant to:5ection 455.275(1), Florida Statutes, effective October 1, 2012, licensees. licensed under. Chapter. 455, F.S. must: provide the Department with anemailaddress if they have one. The emails orovded may be used. for official communication with the licensee. Hoayever email addresses are: public record. If you do not wish to supply personal address, .please provide the Department with an email address which can be made available to the public. To determine 'if you area licensee under Chapter 455, F.S.,. please click tiere ,. ._ Product Approval Accepts! Credit Card safe 4 of 4/I3/ 2018, 7:05 AM J NOTES: 1. !HE. PRODUCT oiO'.vN (HEREIN IS l:..SIGNED AND MANUFACTURED TO COWPLY WTT4. RECUT iMENTS CIF THE FLORIDA 3UILDfNG CCD,--. 2. WOOD FRAMING ANC. MASONRY OP,.NING. -11) BE.. DES€GNLD AND ANCHORED TO PRFi-E3L.Y- TRAN7 _R ALL ONDS Tv STRUCTURE. FRAMING .AND MASONRY OPENING IS THE. RESPONSIBILITY OF THE i,RCH17ECT OR ENvINEEt OF RECORD. 3. 1X, BUCK. OVER IJ,ASONRY,/CrONCRETE S QP"iON.'s6, 4. V01FRE SHIM. >DR BUCKTHICK KESS IS LESS' THAN 1--112 'OVINDJ'N UNITS I,/.UST B- ANCHORED THROUGH IHE FRAME, IN AC—ORDANC,E WITH MANJFACTURER'S PlJBL'.S-ED INSTALLATION - IUS7RUCTIOrS. ArJCHDRS SHALL 6E SECURELY 'AS.ENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER` STRUCTURAL SUBSTRATE MATERIAL. c.. WHERE WOOD 3IU K THICKNESS 'S 1-1/2" OR GRE:4TER, BUCK SHALL BE SECURELY FASTENED TO MASONRY; CC!NCRETE OR 0-,14LR S.THUCIJR.4L SUNS TfAjE.. VJNDOW 'UNITS MAY BE ANCHORED: THROUGH FRAME iO SECURED` WCDD'B•JCK IN ACCCIR DANCE WITH MANUFACTURER' S :PUBLISHED:: INSTAL 1 A1i0N --1NS R.3C-,:ONS. a. WHFRr 1X BUCK IS NOT-JS'D' DISSIMILAR- MATERIALS MJS7 BE :SEPAP,AT_u Hi H APF'RGVED COATING OR M M4BRRNE. SELECTION OF CC:AT:NG :OR MEMBRANE IS 'THE RESPONSIB LITY OF THE ARCHITECT OR ER:GINEER, OF RECORD. 7. BUCKS SHALL EXTEND BEYOND -Viu -ow ,N"iE_ OR FACE SO THAI FULL FRAME SUPRO , IS PROVIDED. 8. FOR .FFIN INSTA_TA17QN SHIM AS: NEEDED. FOR FRAME NIS A€.LAAT ON SHIM AS :REOUI.RED AT EACH ANCHOR' LOCATION < U' "H LOAD B[ARINU SHIM:- SHIM 'WHERE SPACE OF 1 /1'C OR REA€ ER :OCCURSMAX.i It ALLO'.'ABLE SHIM SACK 10 BE 1/ 9, SHIMS SHALL BE LOCATED. APPLIEDAND MADE FROM MATERIALS AND THICKNESS CAPABLEE OF SUSTAINING APPL. I;ABLE. LOADS. 10 V.IN6 LOAD DURATION FACTOR. Cd=1 6 LIES EJ FOR WOOD, ANCHOR CALCULATIONS 11 FR.AVE MATERIAL: EXTRUDED RIGID PVC 2. UNITS H VST BE GLAZED . _R ASTM E o3DO-0.,/09; SF L.FT 1 FCR GLASS DETAILS. 3.-APPROVED IMPf 1 PRO :ECTIVE SYSTEMP, JIRED FOR THIS PRODUCT 'N WIND .BORNE DEBRIS :REGIONS: 14, FOR ANCHOrRING THROUGH FIN INTO:. WOOD .FRAMING ---.OR 2X -:BUCK USE A?WOOD SCREWS WiTci SUFFICIENT LENGTH TO ACHIEVE A '1; a MINI SUM EMBEDMENT 31,70 SUEIST<Pa LOCATE ANCHORS AS SF :WN !N ELEVATIONS, AND IN57A LATIr.)N DETAILS. E?LV I UES ft!-T 04 ............. _..... DATE MPROYED. A I PEVSni_ AN Cl.p4 5!=ACWG:& CHARM M T PL.:__.___ R-: f' 4IS 1.5. FOR ANCHORING THROUGH FRAME INTO W Ob FRAMING. OR 2X BUCK' USE #1`0 WOOD - SCREWS WITH S_! FFI 'ENT ;LENGTH TO A-'IIIEVE,4 I 1/4" MINIMUM EMBFDM N. cNiO JBSIR,Af; LOCATIE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION 0 E 7,AILS. 16: f OR ANCHORING THROUGH FRAME INTO MASONRY,.% D JCRETE USE 3/ 16" TARCONS .WiI;H SUFFICIENT LENGTH FC ACHIEVE A 1. 1/4 MINIMUM EMBEDIA NT INTO SU3STRATE NUT: 2 MINIMUM ,EDGE DISTANCE LOCATE ANCHORS -AS SHOYNN IN Fi., F',/A.Tsot,'S AND STAL,lA710N DETAILS. 17. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE # 1.0 SKIS OR SE; F DRILI ING 6 IR_WS WIl H SUFFICIENT LENGTH TO ACHIEVE 3 THREADS !AINIMUM BEYOND SIRUCTUF2[. INTERIOR WAIL: FOCAT[ A.NCIIORS AS SHOWN v EV,4T'IONS AND DETAILS _. B. A FASTENERS TO, BE CORROSION RES RTANT. A .9, INSTALLATION ANCHORSSHALLBE INSTAL_ED.IN ACCORDANCE WITH '.A=`JCHOR- IOANUFACGTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL. "NJ BE ,USED IN SUBSTRATES WITH -STRENGTH LESS THAN THE MIN:MUM SI 2ENGTH 'SPECIFIED ELOW.. A. WOOD: tJtNIMUM S ECI 'IC GRAVITY O _ J=0,42 B. CGNCRc E: MINIMUM GOL:4PRFSSIVE _:STPENCJH-OF'.2,000 PSI, A.SONRY HOLLOVY/` I LED BLOCK PER ASTM C90 'vf:'iH F n-2,000PS+ MINIMjV. H \AE I A:.. STRUCTURE: STEEL- 9GA (%048) :FY_.331SI AFU=52KSI OR ALUMINUM--50,63- 1.5- FU=.-30KSI .048 - 1i1CK. M-MMUM TABLE 'OF CONTENT- NO.ET DES PITS1GN NOTES 2 - 3 ELE. VA7 C' S 4 _..0 INSTALLATAN DETA=;.S.._ 1'9 . OOKIPONE iNTS SIGNED: 12/14/ 2017 MI WINDOWS AND DOORS; ,LLD 650 WEST MARKET STREET GRATZ, PA 17030- 0370 JNS. LOti1/i NGENS 9 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON -IMPACT NOTES p , STATE OF DWG 40. t?: V rpm• {}{QA \\.. N.G, 08- 02549 6 ANAL A7l'IfII114OV scae NTS anTE12/29/14 >"E`' 1 OF 11 L ROBERTO LOMAS P. E. I,432WOODFORDRDLEWISVIUF;NC' 27023 LLI'15 R. Lomas F:E:. is Nac: 625.14 434-668-0606rflama5lRnrnaspe.mm, RE Is ION", Al52" MAX F E WIDTH t_ 52" F MAX rRANE VYID H ----+ nC• DESrR •> au i DniE ii 2" A IIbE ANCHOR SPACING 5, C- RT5 C 1/1.6. R L MAX —r4-- 16MAX C-.C. --i 2" MAX 2" MAX --i o MAX- O:C. --{. 2" MAX-- f L........ I.' 2 jMX::: t:.— f 16" MAX MAX- O. C: i 72 r cHARrxi MAX NAME l FRAME Number of anchor locations required HE; FT Frame Fume Width (in) 1. Height in) 18. 00 Head Jamb - 24. 00 Head Jamb 30. 00 36.00.- Head:: Jamb Head Jamb 42. 00 Head . Jamb 48. 00 Head Jamb 52. 00, Head Jamb e 24: 00 2- 3 3 3 3 3 3 3 4 3. 4 3 4 3 1I. 30.00 3& 00 2 2- 3 3 3 3 3 3 3- 3' 3 3' 3 3 3 3 4 - 4 3 3 4 4 3 3 4 3 3 42. 00 2 4 3 4 3: 4- 3 4 4 4 4 4 4 a 4 48. 00 2. 4 3. 4 3. 4 3, -4 4 4 4- 4 4 4. t 54. 00 60. 00 66. 00 2' 2 2 5 5 5- 3 3 3 5 5 5 31 3 3- 5. 3 5 5 3 5 5 3 5 4 4 4 5 5 5 4 4 4 5 5 5 4 4 4. 5. 5 5: 185 ALUMINUM SINGLE HUNG WINDOW 1 &5 ALUMINUM SINGLE HUNG WINDOW 72.00 2 s a a a s 3 s a s a s a• s EXTERIOR VIEW DESIGNER EXTERIOR VIEW FLANGE& FINLESS INSTALI.A TION ` FLANGE&FINLESS INSTALLATION SEE CHART $'1-FOR. SMALLER UNITS REQUIRED ANCHORS SEE CHARTk1. FOR SMALLER UNITS REQUIRED ANCHORS DESIGN PRESSURE RATING IMPACT RATING' t60. OPSF NONE NOTE - S: 1. AXIMUM SASH SIZE: 1 X o 2. MAXIMUM SASH ._ Q 4.7 5, v. 32 1.'". 3°.. N,X l RXIED 7. 0.. 49 3 X :52 HARDWARE SCHEDULE M. AT 8" FROM EACH END INTERIOR BALANCE AT JAMBS CAI WINDOWS AND DOORS, LLG 650 WEST MARKET STREET GRATZ. PA 17030-0370 SERIES 185 ALUN4INUM SINGLE HUNG WINDOW' 52" X 72" NON —IMPACT FLANGE & r"INLESS: ELEVATIONS DRAWN: D1YG Na.. N. G. 08-02549, 6c vL: NTH .;r;r- 2 29 f:t 4 SHE'r 2 OF 11 1. L ROBERTO LOMAS. P.E. 14, 72'WOODFORD RD LEWISV1Lc6,. NC 27023 434- 688-0609 r11=asq1rlomaspe..c= SIGNED; 1211412017 41 STATE OF 40Z 0. ,<4 FORtO?r `: SJONALIX\ Luis R. Lomas P.E. FL No.: 62514 52 MAX HZAMF 52 MAX,,R t F: l I ,TH — Fc,. i r c i;,;ain, T,. nFaRcvEo MAX —y {— --- 10" MAX O.C. --{ ''-- 2 ' MAX .'" MAX —i — :" MAX, C, C. _ 2'' 'MAX .. REV!SEC tiU 10 t, J i J s GaftrnryNuCISr5 R L E hft 5. ,!.ASS 16lD; 17 2" MAYFuiC, MAX 'ir T I, L •' Ji CHART#2- Number of anchor locations required 7 "._7.2„ ;< Frame 'Frame Width (in) .. MAX h -X --... .. ------- - Height '18.00 24,00 30.00 36.00.` 42.00. 48.00 52.00 FRAME i (inj H & S Jamb H & S Jamb H & S JambH & S Jamb H & S: Jamb H 6 S, Jamb HAS Jamb 4EIG97 € HEIGHT 24.00 3 S 3 3 4' 3 5 3' 5 3 6 3 6 3 30. 00 3 4 3 4 4 4 5 4 5 4 6 4: 6 4 36, 6.0D 3 5 3 5 4-6 5 6 5 42, 00 3 5 3 5 4 5 5 5 5 5 6 5 G 5 48. 00 3 6 3 6 4 6 5 6. 5 6 ;6 6 6 :6 400 3 6: 3 6 4 6 5 6 5 6 6 6. 6 6 r I 60,00 3 7 3 I 4 7 5 7 5 7 6 7 6 7 86. 07 3 8 3 8 4 e 5 8 5 8 6 8 6 8 t sSY_—_.11_'. „ 2 .. ` 72, 00 3 8 3 8 4 8 5 -8, 5. 8 -6 8- 6 '8 185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW EXTERIOR VIEW. - EXTERIOR VIEW - FIN INSTALLATION . FINIIVSTALLA71ON - - SEE ICHART #2'FO,R SMALLER UNITS REQUIRED ANCHORS SEE CHART A`2FOR SMALLER UNITS REQUIRED ANCHORS' - DESIGN PRESSURE RATING IMPACT RATING - 80. ORSFFN NONE SIGNED: 12114120.17 MI WINDOWS AND DOORS, LLC ,lli(Irrlry! N( il S 650 WEST MARKET STREET MAY 01LM Sa . 7E X 35 GRATZ, PA 17030-037D ENS*.'.,p 2: MfXI UM GtE C.L d4 3 u t . i2. i2" _ SERIES 155 ALUMINUM SINGLE HUNG WINDpe'J 3: MAXIMUM tJ Ix .. 9.L .. S X 32 L 52" X 72" NON IMPACT FIN ELEVATIONS Q• STAY q .wy: awc a RE., ii S; : L.ORtD4: •G'\ N.G c Te 0$-02549 B DWALI XX HARDWARE -SCHEDULE - NTS`. 1 2 29 / 1 4 3 OF a i L. ROBERTO LOMAS P E 2j'METALSWEEP LOCK AT 8' FROM EACH ENE) INTERIOR: MEETIIJG"RAIL - - 0 "Luis R. Lomas R;E. 2;BLOCK AND -TACKLE BALANCE ATJAM BS- 1a32tn000FORORDCEw1SvlLt.E,raGz7o23 asa oaa• asos rriomas@o-lorrtaspe. com FL No:: 62514 7." MIN EDICE DiSTANCE WOOD FRAMING sBYT. BACM,-P ROC 4.. APPROVED r 1 u1AX NT A a 1V SPACE rl 1I F I INTERIOR 3 EXTERIOR F BACKER ROG h: APPROV'-D SF r.W' CCD t + NG OR 2X c UK BY 0 4RS StL_ 70 GE SE 1N -.A 9's:D 0, A:IP PR2OVE0' STRUCTIJI<,':,I EA ANT 4 'JAX. SHW 'SPACE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK (NSTALLATION NOTES: 1. INTERIOR ARID EXTERIOR FINISHES, BYOTHERS,. NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITHAS TM E2112 r"u'ASIONS. .. lO, I JAT Ak:'PRivED A h:REVt ANCNC;R SPAC n 3 l'ARIS J alb K b .'KVISED GLASS. IFytPx iY f u ' I - SH04 SPACE i q l " j: i INTERIORECGG \ 1 STANCE \ IrroOC RHr ING OR 2X BUCK E By Cr L_, SAC KEH ROD rP E J EXTERIOR SEALANI, JAMS INSTALLATION DETAIL, WOCO FRAMING: OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS, LAG 650 'WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON —IMPACT FLANGE INSTALLATION DETAILS o::.AWN. N:G. 08-02549 wav NTS.. ]atL 12/29/14 >rF74. OF 1-.1. L ROHERTO LO. MAS P. E. 1432 WOODFORD RD LEMSVILL E. AD 27023 SIGNED: 1211412017 X, 1111 H II/// to EN-S' iP,i 051 k i TAT n- r,. ONM- Luis R. Lomas P.E. FL_ No.: 62514 f 1 Z2 I21N E'C,.,E DIJ ANCL } W. A. f f ,SEJ ANCH.DR SPa ItJG el. CH44TS 07/ /1 : K c1 RUCTURE EY 01H_RS _ 9 1 iv Ak_ IN SHIM SPAC-E APPR v_o SE,aLa T - SHIM SPACE S:MS OR E `_'t LrlDPIL. 114C` SCREIAE ' iS OR\ i INTERIOR SELF -"DRIL IIIdG INTERIOR . JN ANcr.. k ` ( EXTERIOR MET AL,- -- _ EXTERIOR E1RE BACKER ?o. SEAL,9N JAMB INSTALLATION DETAIL SILL TO E , s2 IN A. 3E , OF ROVED f (. R CTllRAL BACKER R I i SEA...ANTANT APPR`71 . 2 -2 J hlhl SPACE. STRL T Ls_ 3Y OTHEiRs VERTICAL CROSS SECTION METAL STRUCTURE4NSTALLAT ION . NOTES:. 1. INTERIOR AND EXTERIOR FINISHES. BYO.THERS, - - - NOT SHOWN FOR CLARITY. - - 2. PERIMETER AND JOINT SEALANT BY OTHERS TO SE DL-SI6NEDINACCORDANCE;WI7-YASTM:E2112 - VETALSTRUCTURE INSTALLATION -- - SIGNED.' 12,441200 AND L Al W650QQWIESS tC1 i/iEQOOREETMAS11R11 GRATZ, PA 17030-03,70 0 tax^Sf *= SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" .X 72" NON —IMPACT FLANGE ,INSTALLATION DETAILS TAT r^'t(. ;ciL}RiClp Dive h ftev N.G. 08 02549 TS- `^r T2/24/1h s E-5_0= 1 LuisLR. omas P,E. L-ROBERTOLOWSPcL1432WOODFORDRDLEMSVILLE NC 27023 4. 34-688-0609 MomasP,Awrtaspe:min. Fi2514'. i D 'tiF' On! _ I... DATE.. APP 20 EL EDGE D,STANCE 1 A PEVISED ANSr-A..,IAG d. i,nR S I0IJ1' K BY OTHERS, d a Q i,lc 6 G ABS 0 67 t R__. CP-i0: 1.A1 'X SLJCK= Ch6_ h+,E:'vT ils'v. ti` 1 ! MAX. i rkS _ SHIM v'; F'CCdCFE ram CY Ty_ S Z 3 KEFROF. SACI ie 3 r 16 1^i era INTERIOR INTERIOR 1 e 11 n N. it F, EXTERIOR I BACKER ROD i & POP. OVED I 0: uu .- 1'-)"SUCK EXTERIOR s= r NOIES ° SHEET I JAMB INSTALLATION DETAIL CONCRETE MASONRY lNSi AtLA710N NOTES: Imo{ J 0 8= SET 1. 1N7E.R/OR AND EXTERIOR FINISHES, BY OTHERS. DED BACKEROD ED F NOT SHOWN FOR CLARITY APPRCV AVIR VED / 2.. PERIMETER AND JOIN FSEALANCBY07HERS:TO BE - CT RA_- 1J [ J 51 t, i, i DESIGNED INACCORDANCENITHAST' M E2112 SIGNED: 12/14,J202 % OPTS NO 1x s ^>{ i. .. r 1 >7 X... Mi WINDOWS AND DOORS: LLG' ti ttia.ilrlrlf/ vG7 S -'T1' r J .CE 650 WEST MARKET STREET 5 R [41 I GRATZ, PA 17030-0370 `. •`GENsfi S i mot-'-' ', .,. • . C, REJE/4 SL RY SERIES 18 52 XM17 2' M NONE PACT G WINDOW^" 0 59 BY OTHERS `f o t _ FLANGE INSTALLATION DETAILS p TA TE OF ,'Qj Jr.i+ey: owc va, eedi F d N.G: 080254s L —.. a,.. — NTS Eh ' 12.,129; 14 fi OF 11 VERTICAL CROSS SECTION L. ROSERTO LOMAS P E. CONCRETEmMSONRYINSTALLATION 432wOODFORDRDLEWISVILLE.NC27023 .Luis R. Lomas R.E: esa:6ea-osasrltamaslrfamaspa.ccm FL No.: 625`1.4 REV I CES 2IPT A q i APryROv LO2MIN -- H EDGE D STANC . PLYISEI: -AhCI OR SPAc 4G & CHHRTS 7/ 1/ 6 R FIvC.DFR4'viING —\ti ,- - PEA Sc.O-C.h5S • i 1P/C2j17 R ,._ DR, 2X BUCK BY Or; IERS IICKE13: 20D — ` i 5 . ALAfV7 SI-11 A SPACE 4 MAX. .. I EMBFDU. AENT — i SHIM SPA; E. - 1 MIN INTERIOR EDGE INTERIOR of TANCE WOOD I `; CRE.v .i - 1i. WO 'JD FRAd€NG — \ J EXTERIOR OR 2X BUCK BY CjHERS BACKER' 200 x APPROVED EXTERIOR/ f SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION f Ir If S 1 LL TO B! SE]' .. W A BEC GF APPROVL T L il'2AL. SACKER D I SEA ANT PRO' v r SHIM SPACE SIGNED: 1211412017 OR ' Irah. r MI WINDOWS AND DOORS, LLC >t'llllur 3`' GTHEkS J { 650 WEST MARKET STREET\5 19 it GRATZ, PA 17030-0370 •GENS, 9r! SERIES 155 ALUMINUM SINGLE HUNG WINDOW *• p g1 tii VERTICAL CROSS SECTION 52" X 72" NON —IMPACT = % INLESS INSTALLATION DETAILS ` WOODFRAMINGOR2XrBUCKINSTALIA-TION - 77 , TAT Dr NOTES: .. .. nrur. ra: . rJ•• 4'•• Q4 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS,NOT SHOKIN FOR CLARITY. - . - rrFS•'=• G\ 2.PERME- TERAND JOIN SEALANT BY OTHERS TO BE: - '" [NTS '`'` 1:2/29/'1:4 OS s02579 OF 11 f3 /1/'IE1\\ - DESIGNED INACCORDANCE'WITHASTME2112 - L FiOSERTO LCM4S. RE. s 'L_ 1432 WpOOFORD RDLEWISVILLE, NC 27023 Luis R. Lomas 62 5 1. 4 43!-6880609-rtbmalr7omaspe.c in METAL STRUC DUR.- BY OTHURS APPROVED SEALANT 1112 MIN EDGE DISTA.MCFII 1,/4" MAX. SHIM, 'SPACE DESCRIPTION OVED REVt5isil ANCHOR SPACING et CHAR i. 07/1 1 15 R.L. REVISED GL,VS !0/02/17 R.L. 1/4", IIAX, ACE SCI ELr DRILLING tO SNIS CR INTERIOR S E F D R I _'!_ lN G SCREWIR SCREWS 1/ 2` MIN ...... . . ......... ------- F, D G DIS AiNCE EXTERIOR mE rAiL BACKER RCD STRUCTURE & ApDRbVED BY OTHERS SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION 11A I ./- SILL TO SE S[T AhP j IN A BED OF APPROVED SiRLiCTURAL BACKER. ROD APPRCVz ED L SEALANT i/ 4 -.AAX SHIM SPACE STRUCTURE BY 010ERS 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 SIGNED: 1211412017 MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET 0\ M0//j// SRLo1\ lz\ - 1 EN0'- GRATZ, PA 17030-0370 P A 1 SERIES1855ALL)MINUM SINGLE HUNG WINDOW 72" NON -IMPACT X -IMPACT FINLESS INSTALLATION DETAILS 4A;!O F IY4 Rey N. G. 08-02549 8 0/0NAI_ 1: Luis R. Lomas P.E. NTS DAl" 12/29/14 1 1.1EE1 a. OF '1 1 L ROSERTO LCMAS, P.E. 1432 VICOOFORD RD LEWISVILLE, NC 27023 FL No.: 152514 454-6884509 mr, Z 2' t'J. RA 5(.RIF:iJN - PF t a'Gl F© R:ti ISEG ANCHOR SPAI'I G CHGK.., 07,1 ii6 t Lr OP tla D.r1: Pd a. „ v1E13CM1fii " d; SE! U..t'ES 3 — 7 _ t..... _ .. cJr4.,i:ErE 11A npv •. SHIIEET BY GTHERS cFiIONPL 1X ?U4' i 1,. r - r NOTES ..:. la JIM 'A L:Ay, vl lay, SHUT 9. E3 K R RL?O- C(SHI Pfi E r"r APPROVE,") SEALANT I-4 1t f F 19 I i 1 4' VAX.'. 3/16" TAPC:) d G ' Shilk SPACE 0 I INTERIOR 1. 7 INTERIOR DISTANCE t ° i EXTERIOR EXTERIOR -' BACKER ROD A ,,ROVED i SEALANT it JAMB INSTALLATION DETAIL. th CONCRETcIh1AoONRYJNSTALLATfON` Y ; LL TO BE E°5- l:— 3 IN A BED OF ,NOTES• BACKLR ROD I € / :1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, PJC,JRALAPPROVED SEALANT I ' NOT5HOWNFop CLARITY. - EA A T 2. PERIMETER AND JOINT SEALANT -BY OTHERS TO BE C IONAL lX BUCK — - __ d ADESIGNED INACCORDANCE WITH ASTM E2112 SI I NOT 3 — 7 — PC SIGNED: 12/14/ 2077 M1 WINDOWS 6SO WET MARKET STR ET LLG P, IjLf ON r,E E/Pr1? J..4Y \ "`...... a GP.ATZ PA 17fl3G-037.0 v` V .'GE115' 3 CTHFIRS; aoSERIES185ALUMINUM SINGLE HUNG WI 0 51 52" X- 72" NON —IMPACT / SrtLL Z d c FINLESS INSTALLATION DETAILS11, a a ;'. 6TAT OF uR'?.N: ctvc uo av '",'e`{(• 0R101'. VERTICAL CROSS SECTION NTS c',Tc t 2/29/ g .4 DS y025q 9, OF 11 6 i77/ jO ALt G\ CONCRETE7MASONRY INSTALLATION L. ROSERTOLOMASP.E : Luis R. Lomos -P.E. ' 1432 WOODFORD ROLEWISVILLE, NC 27023 6L. No.! ' 52514 3 R3a-689 Q5G9ftmasLNfomvpe,,-, .as APPROVED Ci3i M LT "E30RIP111, E ;ae c sD S ALAN. GD ' I * l CHARTSRENTSf1FN .R P?', ,R.,, 3 'NG N RAP fNG 3. OTHERS - E 1,PEVISED CLASS, 13/C 71_7 R 44 MAX.- t SPACE riE EDGE D,STANC° J... 78: INCOD SCREW . E MAX E i' FP'tA _HIM SPACE. By O HEPS INTERIOR Ve' 000 CREW I X r INTERIOR N1CL ,.t. NI / APPROVED J - j EXTERIOR j ` BEFNP i IN EXTERIOR• Df A ST iNC.r JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION 1#8 WOOD Si;.:REW .NOTES: _ - I 1. INTERIORANDEXTERIOR FINISHES, BY OTHERS, 1 ' A F NOT SPIOWN FOR CLARITY. 1 .......L t IV A' 2, PERIME-TE13 AND JOINT SEALANT 0Y 0THERS TO BE i -- DESIGNED IN ACOORD.4NLE WITH AS 1"i2 ,SIGNED: 1211412017 16 ." I I A . E DISTANCE T c.DGMI WINDOWS AND DOORS, LLCit/// APPROVED fi --- d0f): 650 WEST MARKET STRPET 0'G No 9/ GRATZ, PA 17030—CZ70SEALANTRAlkNGSEH.\D Fri- nP. r OTILR SERIES ' 184 ALUMINUM SINGLE HUNG WINDOW *• a 51 *_ 2 X' 72NON IMPACT FIN INSTALLAT ON DETAILS PATE OF ' VERTICAL CROSS SECTION A• p WOOD FRAMING OR 2X BUCK INSTALLATION. orIAN:' 'r,u, n:o: • /// ORIp. G \ N.0. 08-02549 B // StONAI sea e NTS JUAiE 12/ 29/1.4 s"` ^1 Q OF 11 III1711I1111 LR6BERTo LmiAs RE. :LUIS. P. Lomas P:E 1432 WOODFORD RD LEWISVILLE• PAC27023434-688-0609 df0MaS9lrl0nI spe- earn rL No,: 6?_514. I Z 3/ 10'"' 1 7 f 6" -j 1 3 i8'— rtoEscR anon re nrPRaYr n 2 3%16+•- -.... ,C, A Ft 4 .ANCHOR SPACINGd C.,ak f @ R l 1 n/02/1 7 P. -- 3U iiii — f FLANGE FRAME HEAD FLANGE FRAME JAMB FINLESS FRAME HEAD FINLESS FRAME JAMB J CM 18501- ALUhdIN' JM6063-T5- 18503050"-THICK CM 16553 _ALUMINUM6063- T53050'TH1CK 1 8:: ANN.. I :./ fi8 ANN. ALUPd1NUM. 6063-T5:050' TH1CK ALUMINUM 6063-T5.050" THICK 2 5 i 8" - 2: 5/ 16 2 4.- 090 FUR (yY ><UR RnY S f MET,L. R INE)4C.EDr HUIYL SPACER. EXTERIOR INTERIOR S 3f8" 2:1 .; 3 'i4: 1/2' 6T- SILICONE r ISr:1L. fiIJT S. t-;uv BLOCK FLANGE FRAME SILL FINLESS FRAME SILL - ,,_ _II GLAZING DETAIL CM 18502 CM 18554 FIN FRAME SILL FIN FRAME HEAD ALUMINUM 6063-.T5..055"THICK ALUMINUM 6063-T5.0557 THICK.......... CA? 18509 CM-18509 ALUMINUM,. 6063-T5.055"THICK' ALUMINUM,6063-T5:050`THICK r 2 5 ,t 6.. 2 3/16 C LOCK RAIL/STILE FIN FRAME JAMB SASHBOTTOMRAILMEETINGRAILCM-18505- CM-18555 - CM- 13504 CM-18510 ALUMINUM 6063- T5.062"THICK ALUMINUM 6063-T5--. 050"THICK :ALUMINUM 6663-T5.055"THICK ALUMINUM 6053-T5.050"THICK SIGNED: 12. 11412017 MiWINDOWS AND DOORS, LAC istinur/rl 6SO WEST MARKET STREET ,\cam f3. (7V I GRA: PA 17630-0370 .•yNGENs p G SERIES 195 ALUMINUM .:SINGLE HUNG WINDOW = is • J0 6251 52" X 72" NON -IMPACT --,o• - a COMPONENTS' ins TAT OF. GLAZ/NGBEADSASNST2Earnwrv: DWG I'a RFv ! CpRIOA.' CIA48535 - CM18507 - //t S+' RIGID PVC.. 050"THICK ALUMINUM6083T5_050"THICK 08 _.htTS '" '12% 29/14. SOE 549 B 11 /`110 ll l ll%\ \`\\ L. 109ER10' LOMAS RE LUI$ R.,. Lomas P:. E. 7432 N000F0R0RDLEW/SVILLE. NG 27023 :EL No.:: 62574 434:688-0609 'rgoma3 31>fomaspe;Com:: Florida Building Code Online https://www.tlot-i(labuildii.ig.ot-g/l)l'/l)r—app dtl.aspx?param=wGEVX... • i!i i r s w jjGN3 SCIS Home Log In user Registration Hot Topics.:-. Submit Surcharge !, Stats & Facts Publications FBC Staff ? SCLS Site Map Links. I Search Product Approval USER: Public User P ydutt. ?i:p nval f.}ery NFc_durt gpyTli xio'rea ,eplieat%p.,4st> Application Detail i u& 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 MT Windows and Dooms 650'West Market Street Gratz, PA 17030 717,).365-3300 Ext2560 bsitlinger@miwd.com Brent Sitlinger bsitlinger-@miw6-.com Category Windows Subcategory Fixed Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard AAMA 506 AAMA/WDMA/CSA 101A.S. 2/A440 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option;A Year 2011 2008 of 3 4/1.3/2018, 7:21, AM 4 r- — . Florida Liuilding.Code Online https://www.floridabtiilding.org/pr/pr_app_d0.1spx?parani.=wGEVX... l Date Submitted 03/26jM19 I Date Validated 03/26/2018 I Date Pending FBC ApprovalI Date Approved 03/27/2018 Summary of Products_,. " FL # ( Model, Number or Name' Description 1 185 PW 73 x 7 Insulate d Glass Limits of Use cationICertification Agency Certificate Approved.for use in HVHZ: No FL15349 RI C CAC —AFC l 78L,12787...pdf Approved for use outside HVHZ: YesI Quality Assurance Contract Expiration Date, Impact Resistant: No 04/03/2023 . Design Pressure: +607-60 Installation instructions Other: CW-PG60 FL15347_Rltl_I_108-023S7B.pdf Verified By: Luis R. Lomas, PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL153 9e_It10 AE 5131_bLB pd . l Created by Independent Third party: Yes 15344 2 185 PW 159 x 54 Triple CH5 insulated Glass Limits of Use Certification Agency Certificate. i Approved for use in HVHZ: No. i L15349,_eii0C PC 1a350", cif' l Approved for use outside HVHZ: Yes Quality'Assurance Contract Expiration Date Impact Resistant: No 01/24/2021 I Design Pressure: +55/-55 Installation, Instructions Other: R-PG_55 1du VenfedgBys1 R. Lomas, as, PE 62514 I Created by Independent Third Party: Yes s Evaluation Reports- 171- 15349, R10, A'E 513 8 ,gdf Created by Independent Third Party: Yes 1 15349.3 185 PW Impact 72 x 72 Insulated Laminated Glass= Limits of Use Certification Agency Certificate Approved' for use in, HVHZ: No FL15349 Rl0 .:C CAC Ai'_C 1515 Approved for use outside NVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes: 06/25/2021 ! Design Pressure: +55/-55 Installation instructions { I Other: FW-LC55, Missile Level D, Wind Zone 3. Glass FL15349 P10 Ix 08-02948tpc fi' j consisted of 5/32" tempered exterior - spacer - 5/32' Verified By. Luis R.,Lomas, PE 62514 annealed 10.100 Solutia Safiex HP / 5/32" annealed. Glass Created by Independent Third Party: Yes was bedded,in'Pecora 896 silicone with 5/8" glass bite. Evaluation Reports FL15349' R10-AL_51 3782.pr1f - Created by Independent Third Party: Yes 15349. 4 185 PW Impact i 159 x 54 Triple CHS Insulated Laminated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No L17349 R I O C_CAC _APC 8272.pdf Approved for use outside HVHZ: Yes FL153 9 R10_. C, CAS APC 8273.gdf Impact Resistant: Yes Quallity Assurance Contract ExpirationDate Design Pressure: + 55/-55 - 01/24/2021 Other: FW- R55, Missile Level' D, Wind Zone 3. Glass Installation Instructions consisted of 1/8" annealed exterior - spacer - 3132""annealed FLIS349_ R10 It 0`l 01614 df' 0.090 Solutia PVB / 3/32" annealed. Glass was bedded in Verified By:. Luis Roberto Lomas 62514 Pecora 896 silicone with 5/8" glass bite. Created by Independent Third Party: Yes Evaluation Reports: FL15349 RIO AE_5i.',77{3B.p[fc Created by Independent Third Party:'Yes 15349.5` 185 PW Impact 96 x, 60' Insulated Laminated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ; No F_t_15340_R 0 C-CAC_APC 7,962;pcif Approved for, use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/05/2020` Design. Pressure: + 55/-55 Installation Instructions Other: FW- LC55, Missile Level D; WindZone3. Glass FL15349, R10 1t 0$-L31613B. df consisted of 5/ 32" annealed exterior- spacer- 5/32" Verified By: Luis Roberto' Lomas 62514 annealed / 0.100 Solutia Saflex=-HP / 5/32" annealed. Glass Created by Independent Third Party: Yes was bedded in< Pecora 896 silicone with 5/8" glass bite. Evaluation Reports i i 2 of, 3 4/13/2018. 7:21 AM Florida :Building Code Online https://www.floridabuildiiig.orp/pr/pi`Japp_dtl.aspx?Karam=tivGBVX... FL15,3. 9 R1O _AC._51 ,277a.paf Created by Independent Third Party: Yes' Badcl" 1, ofll Contact Us :: _ 6,Q Blair_Stone Road `-taflahassee'FL 32399-Phone IISPA- V-_i824; the State of Florida is an: AA/EEO employer Copyright 2007 2013 State of F(orAa. r:. Prrvacyy -tem ent Access iLty Statement Refund Statement Under. Florida law; email addresses -are -public records: if you do not want your. e-mail address released in response to: a public -records request; do not send electnhnit mail to this. entity. 6nstead, contact the office by phone or by traditional mail:: if you have arry questions, please contact-850.487.1395. *Pursuant to Section 455.275(i),:Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455,. F.S. must provide the -Department with an email addresseV they have. one. The emails provided may be used for official communication with the licensee However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address wbich can be made avarla bile to the public. To determine if you are a licensee under Chapter 455, F.S.,:please click. h--re-. _. Product, Approval Aooepts: rr$ al. w e.t ct Credit Card Safe 4/ 13/2018, 7:2i1 AM E i REMS10NS. REV DESepinON WE APPROVED . A REVISED, INSTAELATIDN DETAELS 06/01/5 R.L a REVISED,NAME AND ADDRESS 10/27/16 R.L. NOTES: 15.;'FOR ANCHORING THROUGH FRAME INTO WOOD :FRAMING OR 2X BUCK' USE '# 10 WOOD 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH SCREWS' WITH SUFFICIENT LENGTH TO ACHIEVE. A, 1 1/4" MINIMUM` EMBEDMENT INTO REQUIP.EMENTS OF THE FLORIDA BUILDING CODE SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 2 WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY 16. FOP. ANCHORING THROUGH 'FRAME -INTO" MASONRY/CONCRETE USE 3/1fi'" TAPCONS WITHTRANSFERALLLOADSTOSTRUCTURE, FRAMING AND MASONRY OPENING IS .THE RESPONSIBILITY OF THE ARCHITECT OR .ENGINEER OF RECORD. SUFFICIENT LENGTH TO ACHIEVE A 1. 1/4" MINIMUM EMBEDMENT INTO 'SUBSTRATE WITH 2 3. 1X BUCK OVER MASONRY/CONCRETE IS, OPTIONAL. 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-7/2' WINDOW UNITS MUST BE INSTALLATION DETAILS, ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED 17.-FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR"SELF INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. STRUCTURE INTERIOR WALL LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK, SHALL BE SECURELY DETAILS. FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY 18 ALL FASTENERS TO BE CORROSION RESISTANT. BE ANCHORED?, THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH 19 INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER' S PUBLISHED INSTALLATION. INSTRUCTIONS. MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN° 6. WHERE 1X BUCK IS NOT USED DISSIMILARMATERIALSMUST BE SEPARATED WITH APPROVED SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM^ STRENGTH SPECIFIED' BELOW: COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF A. WOOD: ' MINIMUM SPECIFIC" GRAVITY -0F STRENGTH B. CONCRETE. MINIMUM COMPRESSIVE STRENGTH -0F 2,000 PSI. THE ARCHITECT OR ENGINEER OF RECORD. C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PSI MINIMUM: 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT is D. METAL STRUCTURE: STEEL 18GA (048") FY=33KSI/FU=52KSI OR PROVIDED, ALUMINUM" 6063-T5FUTOKSI .048" THICK MIMMUM 8. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT 20. GEOMETRIC SHAPES ARE ALSO APPROVED. APPROVED .GEOMETPIC SHAPES DIMENSIONS EACH. ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR SHALL NOT EXCEED INSCRIBED DIMENSIONS OF APPROVED RECTANGULAR ASSEMBLY SHOWN GREATER OCCURS. MAXIMUM ALLOWABLE' SHIM STACK. TO BE 1/4". IN SHEET 2. 9. .SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND. THICKNESS ;CAPABLE: OF SUSTAINING APPLICABLE LOADS. 10 WIND LOAD DURATION FACTOR Cif=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11 FRAME MATERIAL EXTRUDED ALUMINUM 6063 T5: 12, UNITS MUST BE GLAZED PER ASTM E1300-0A/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': SIGNED: 1111512016 MI' WINDOWS AND DOORS, LLC: 650 W. MARKET ST. GRA Z, PA, 17030 SERIES 185 ALUMINUM' FIXED WINDOW 73" X 72" . NON-IMPA"CT NOTES TP.TE OF ate' V , TABLE OF CONTENTSDRAWN:. DWG Na REV l t . C, OR10?' \'\\ f//5( SHEETN0; DESCRIPTIONJL. DS-02357 B Al.1 7tt/t© NAi1 NOTES i ScALENTSDAE09/03/14 5nEE71 OF '1.2:. 2 - 3., ELEVATIONS, CHARTS AND GLAZING DETAILS' L.•ROBER10LOVASP.E _ Luis R.. Lamas P.E. 4 - 12 INSTALLATION DETAILS: 743P WOODFORD RD LEWISVUE. NG <"7023' 43¢088-0609 it!omas l bmasee; m FL. NO.: 62514. 72 1/2".MAX FRAME WIDTH 6' MAX - I -----I- 18 MAX C.C. -I ti" MAX 6.`MAX f 1$" MAX O.C. t 71 1/2. MAX FRAME HEIGHT REFER TO CHARTS' SERIES 185 ALUMINUM FIXED INW00I 1 &' #2 EXTERIOR WEW FOR 'NUMBER OF ANCHORS REQUIRED 72 1/2" MAX FRAME WIDTH 6'' MAX [ 18" MAX O.C. I4 6,r MAX 71 1/2^ 8" MAX MAX O.0 FRAMEt= HEIGHT NOTES: i.-. MAXIMUM:O:L,O.: 69314'X68,V4". REVISIONS DESCRIPTION DATE P REVISED - INSTALL MON DETAILS REVISED NAME. AND ADDRESS 1 10/27/16 R L. CHART & 1. Numberofanchors required-(withouf:rigidfilters) . Frame: F' am width(i.t Height MOO 20.00 26.00. 1 42:00 48.00 1 54.00 1 60.00 1 66.00. 72.50 in) HAS PambI:HAS Jamb H&S IJaMbI HAS Jamb H&S Jambi H&S- amb H&S Jambi-. HAS, bmb H&5. Jamb 24,00. 2 1 2 1 2 2 3 2 1 "3 2 3 2 1 4 1 2 4 2 1 4 1 2 5 2. 30.00: 2 1 2 1 2 2- 3. 2>-1 3 2 3I. 2 4 2 4 2 1 4 1 < 5 2 30.00 2: 3.. 2 3 3.. 3 ... 3 3 - 3.: " 3 4: 3 4 3. 5. 3 5 "- 3 . 42.00 3. 2 3. 3. 3 3 3 3 3 4 3 5. 3. 5 3-: 6- 3 48.00 3' 2 - 3 3'; 3 3 3 3 4 3 5` : 3 6 3 5 3. - 54.00 2^ 4 2 4 3 4 3: 4 3 4 4 4 5. 4 6 4 4 50.00 2- 4 2 4 3. 4.- 3 5 5 4 5 5. 5 6 5 7, 5 00.00 2 4: 2 4 3 5 3. 5 3 6: 4 6 5 6 6. 6 7 6.. 71.50 5; 2 5 3- 5 3 6 3:.. 6.7- CHART C2' Number of anchors required (with rigid fillers) rFrama Rama width (in) Haight in) UN) 24.00 HAS a - 30.00 HAS amb 1 3& 00 H&S. amb 42.00 HAS JambjH& Spamb 1 48. 00 - 154.00 HAS amb 1 80. 00 HAS PaMb 66,00 HAS Jamb 1 7- 2.50 H&S Jamb 24A0 2 2 2 2 3- 2 3. 2 3 2 4 2 4. 2 4 2 5 2 30.00. - 2 2 2. 2 3 2 3 2 3 2 4' 2 4 2 4. 2 5 1 . 36.00 2 3 2 3 3 3 3. 3 3 3 4 3 4 3 4' 3 5 3 42.00 2 3 2 3'. 3 3 3 3 3 3 4 3 4 3 4. 3 5 3' 4a.00 2 3 2 3: 3 3 3 3 3 3 4- 3 4 4 3 5 3 54.00 2 4. 2 4 3 4, 3 4 3 4 4 4 4 4- 2 5. 4 60.00 2 4 2 d 3' 4. 3 4 3 4. 4 4 4 El 4 4 5 4 66.a0.. 2 4 2- 4 3 4 3 4. 3. 4 4. 4 4 4 4 5. 4 7t50- 2 5 2$ 3 5 3: S 3 5 4 S. 4- 4 5 5 5 SEE: SHEETS 4-7 FOR INSTALLATION DETAILS I' SIGNED: 111151201 E MI WINDOWS AND DOORS; LLG \\lli'IIIHIIt, 8GR W. MARKET ST OJ S L a'-'-,p GRATZ FA17030 "r.'\GENSfi',J' REFER To CHARTS SERIES 165ALUMINUM FIXED DESIGNER WINDOW SERIES 185 ALUMINUM FIXED WINDOW it 0 51 1 & #2'_ - EXTERIOR VIEW - 73" X 72" NON -IMPACT q FOR NUMBER OF FLANGE & FINLESS ELEVATION & CHARTS STAt OF = ANCHORS REQUIRED DESIGN PRESSURE RATING IMPACT RATING PAWN: Owc No. Ref;ZORt©p. \ 60,OPSF NONE' "'ALJ.LE 0AE0802 357 s jr%NACLt\\ NTS` 09/03/14 2 OF 12. L, ROBERTO LV.4AS PE Luis R. Lomas P.E. 1432 WOODFORDRO. LEWISVILLE, NC 27023. FL NO.: 62551.4 434-SaB-0609. rlbmas lrbma5ne.com L'. 6' MAX MAX 2 1/2" MAX FRAME WIDTH 1- 18" MAX O.C. I 6" MAX I 13 j MAX O.C. 1 2. REVISIONS REV DESCRIPTION DATE 6" MAX A REVISED INSTALLATION DETAILS 06/01/15 R.L. B REVISED NAME AND ADDRESS 10/27/16 R.L. 71 FRAME HE REFER " TO CHART ,#3 SERIES 185 ALUMINUM FIXED WINDOW FOR -NUMBER- OF F_XIEERIOR,VIEW ANCHORS REQUIRED 72 1;/2" MAX FRAME WIDTH 6" MAX - 18".MAX D.C. 6" MAX I 1.8" MAX O.C: f 71 1/2^ MAX jFRAME HEIGHT TO CHART #3 NUMBER OF SERIES 185'ALUMINUM FIXED DESIGNER WINDOW IRS -REQUIRED - EXTERIOR VIEW. DESIGN-PRFSSURERATtNG WMPACTRA71NG 80OPSF NONE EIGHT NOTES,' 1. MAXIMUM 0 LO-: - 693/4'.X!68314' CHART#3 Number Manchors .required (fin installation) - Frame.. Frame. width (in) - HeiOnt" 24.00 30.00 34.00 42.00 _ 48.00 54.M 60.00 66.00 72,50 pn) HAS amb HAS amb HAS P amb HAS P amb HAS P - mb HAS amb HAS amb HAS amb HAS amb 34. 00 3: ' 3 3 3 3 3 4 3 4 3: 4 3 5- 3: 5 3 fi 3 30. 00 3 3 3- 3 3'. 3` 4 3 4 3' 4. 3 5. 3:.. 5 3 6. 3 36. 00 3'. 3 3' 3 3 3 4- 3 4' 3 4` 3 5 3 5 6 3 42. 00 3. 4 3, 4- 3 4 4 4 4 4 4 4 5 4 5 4 6 4 48. 00 3 4 3 4 3 4 4- A 4 4 4 - 4 5 4 5 4 6 . 4 54: 00 3 4 3' 4- 3 4 4 A 4 4 4 4 5 4' 5' 4 6 l4 - 00. 00 5 3' 5 3 5 4 5 4 5 4 5 5 5 5-. 5 6- 5 66. 00 3' S 3._ 3 3. 5 4- 5 4 5 4: 5 5 l5 5.: 5 6 5 71. 50.3. 6 3 8- - 3. 6 4 6 4 6 4: 6 '. 5 6 S .'. 6 6 6- SEE. SHEET 6 FOR.INSTAL -AT70N DETAILS SIGNED. 10512016 MI WINDOWS AND DOORS, LLC 650 W. MARKET 'ST. L p ii i GRATZ, PA' 17030 ti •y G N S qs 0 & 51 is SERIES185 -ALUMINUM FIXED WINDOW 73" X 7<2" NON IMPACT g//frr 4 FINELEVATION & CHARTS STATE OF ZORIOR"' DRAWN: rnvc.Nor. REV J. L. 08 B V/O/ONAf1LI31S R. _LOTTO$ P.E. is0. L 6a51 4 NTS n'E:.:09/03/14 50 37 OF 12 L.. ROBERTOLCNAAS R. E. - 432 WOODFORDRD LEWISVILLE,-NC 27023 434v866- 0609 f&.aaL&H maspa.com.- MIN, CASTANCE WOOD FRAM01C ME AI 1/ OR 2X BUCK 1 4" MIN. QTRUCU_ BY OTHERS fJT 9Y OT HERS 1/41'' MAX. SACKER ROD SI11M, SPACE BACKER -.ROD A-FRGVED I APPROVED SFALAINI, SFAM.ANT woco scm_w EXTERIOR EXTERIOR_ BACKE, r ROD APPRn-VED SEALANT ROOD FRAMING OR 2X RUCK lY C HERS INTERIOR 10 WOOD SCREVi MGT Fl! LER EACK, R ROD 1//V' MAX FIF SHIM SPACE SEi ALANT METAL-- 1 1/ 4" MIN. -RuC7URF EMSEOMENT BY OTHERS 1/2" MIN. FD(7EDISTANCI- VERTICAL CROSS SECTION WOOD FRAMING OR 2X 85CWiWgTALLA TION 1 1/4" MIN, '/ 4" MAX. EM H E D M IN, r r SPI 10, SPACE 2 M IN. EDGE biSTANCE Ir INTERIOR WOOD RRAI,411, 40 EXTERIOR OR 2X BUCK BY OTHERS BACKER ROC APPROVED SEAIANT JAMB INSTALLATION DETAIL WOOD FRAMING OR.2X SUCK INSTALLATION 1/4" MIN ED. 1/ '''4" SNIA 11 CE sms OR SELF DRILLING INTERIOR SN" S OR ORLING FiLLER 1/4" MAX. SHIN- 1 SPACE 3/4" IAN EDGE LISTANCE VERTICAL GROSS SECTION METAL -STRUCTURE INSTALLATION 1/4" IMAX. SHIMSPACE EDGE DISTANCE i l INTERIOR I -SE , . . ............. . r . Nis i C. 9 L. ....... . f 11ETAL EXTERIOR S- RUC- 1 1, p - U -_ err-ACKER RCO BYOTHERS & APPROVED SEAI.ANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION 1 1e cr o I APP111-11 I NAME AND ADDRESS 10/27/ 16 I R NOTES 1. INTERIOR AND EXTERIOR FINISHES, By 6THERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 1111512016 MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. 0 4f GRATZ, PA 17030 0, 95lx O SERIES 185 ALUMINUM FIXEDWINDOW73" X 72" NON -IMPACT FINLESS INSTALLATION DETAILS WITHOUT FILLERS TA ORAWN: 7G - 08-02357 B 0 \V Luis R. Lomas. P.E. SCALE NTS DATE 09/03/ 14 js EL_4 OF 12 L. ROBERMLOUAS PE I 1432 WOODrOPD RD L EMSVILLE, JVC 27C23 FL No.: 62514 DESCRI?1t V rAL- ( Af!RCTD L1 ; < MIN . _ - A i l L1 i*!5 LA I ON CTAIL _. 1 o Lis. I R.L. EGG= GI 1 NC,E) f3., R' S L NAM AN AJ RES 27/16 BY OTHIRR"s M. N.EMBED r. 1 OPTIONAL 1X BUCK ` . SEE NO S` 3 7SHEET TEMBEDMENT I I. J1 LONCRE EI MASONRYi- R,' n 4 RCp i 1 z' SSX .... B 0 E1S „ 1 /a' MAX. h-- 4 ROVFp j[ SHIM SF _„Fr— S, I`A SPACE SEALANT II I OPTIO NA 1 X BUCK—, 7, SEENOTES3.. SHEET 1 3/16 I.AFCGu EXTERIOR' INTERIOR T,r-coN ` f I ,I INTERIOR I 3: r 1,6" TAPCO\ BACKER ROC'. ' y APPRa EG I ALhTG -• .... - OPT10N L X STICK - oFll;,i Ar.,.. t>IIP F= NOT 7 EC i _ 1 DIS1' 9 \ EXTERIOR ROD CONGR_ T/ M.ASONRY — "'._ ___e„ _._ L ! , -- BACKERAPPROVED r.r OTHERS r N. S EMBEDMENT I_ An, JAMB INSTALLATION DETAIL CONCRETEIMASONRYINSTALLATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEIMASONRY INSTALLATION SIGNED: 1, 1115120.16 MI WINDOWS AND DOORS, LLO \\ti1111rr1u7ji 650 W. MARKET ST_ \S\c GRATZ, PA . 17030 `r •°\DENS qp NOTES' SERIES 1855 ALUMINUM, FIXED WINDOW. it• a51 *= 1. INTERIOR AND EXTERIOR FINISHES, BY0THERS,.. 73' .X 72" .NON —IMPACT — •< NOT SHOWN FOR CLARITY. FINLESS INSTALLATION DETAILS :WITRUT FILLERS gD IHTE 0 1 " 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE - DESIGNED IN ACCORDANCE WITH AST'Mll E2112 ORASN:, we ryc: RFJ i/'cs L QRld4 \ s .L. L car , 08 sR E357 B 1 1, NTS 09/03/14 5 OF 12 L. ROBERTO LOMAS P.E.- - - Luis R. Lomas 1237WOODi-OR0 RD LEWISVILLE, NC.27OZ3. FL No.: '6251.4. 434-658-0609 rllomas@lrtomasp xac - REV Is! 0Ns DESCRIP r .IONi CATE APPROVED 1/ 2 ' " MI EDGE. DfSTAN F 3/ MIN A R-vr-_D (NSTAUTIO ANDETNt S 0 3/0!/15 R. L. 4" N. RE l E MEEDISTANCE1B ',v D t4AME ANC AD RE 10/27/(5_1 R. L. 11/4* . . .......... . ..... OR' 2X 3JCK BY Ru, uRE FBY CT HERS MAX. BYOTHERS5H1, A SPACE MAX. EBAC, KEIR POO SHIM SPACE BACKER RCD dLGr A APPRO VE D EALRI IC SEc 10 SMS-1 OR jicl WOOD '_GREY) Srl- DRill.1, NG SCREEN EXTERIOR EXTERIOR f i I INTERIOR INTERIOR .10 Sms OR SELF CIRILUNG 1,7 ! C WOOD SCREW, IGtD FILLER BACKER ROD F3ACKFR ROD k, RC:0 FILLER APPRO APPROVE 1/4" MAX. S EALA 2\4 i SEALAN 1/4" MAX. SHIM SPACE SHIM SPA E, FRAMING MEIAL NOTES: E 8 E D M, E 2 )IA." ST C MUCTURE 1. INTERIORANDEXTERIOR FINtSHES, BY OTHERS, PY OTHERS NT By - iHELI'S NOT SHOWN FOR CLARITY. i/42' MIN 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DCIE DSTANCE DESIGNED IN ACCORDANCE WfTHASTME21 i2.. vw,, EDCE DiSiANCE VERTICAL CROSS SECTION VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION WOOD FRAMING OR2.X SUCK INSTALLATION 1 1/4" P, CN_ EMBEEDME Nl' T_ MIN, GE DISIANCE IG WOOD SCREW 1/ 4" SHIM. SPA- ZE RiGIO . FILLER' INTERIOR W11101D —/ , EXTERIOR OR 12X BUCK BACKER ROD BY OTHERS & APPROVED SEALANTJAMBINSTALLATION DETAIL WOOD FRAMING OR 2X BUCKINSTALLATION T_ f 3/4" MiN, EDGEDISiANCE 0 sms OR SELF DRILI INC SCREWS METAL EXTERIOR STRUC-UPE BACKER ROD BY OINHERS & APPROVED SEALANT JAMB INSTALLATION DETAIL 1114" WAX, SHIM SPACE RIGID FILLER METAL STRUCTURE INSTALLATION SIGNED: 1111512016 MI WIN650DOWW. S ANDMARKET DOORS, LLC ST. L GRATZ, PA 17030 9. 5. 0 51 SERIES 185 ALUMINUM FIXED. WINDOW73" X 72" NON —IMPACT DFI_ FINLESS INSTALLATION DETAILS WITH RIGIDFILLERSSTATEORVD" 08-02357 8 R. Lomas P.E. NTS jll ry 09/03/ 14 5 OF 12 L. ROBERTO LOMAS P.E. Luis 1432 WOODFORD RD LFWSVILLE, NO 27023 FL No.: 62514 434-668-0609 #spkkspe-T Z.. 2.. MN. ---- a' EDGE DIS7ANCE CONCRETE% MASONRY BY OTH ERS 7. 1 /4 o .MIN. SEE NOTES 3 — / - EMBEDMENT llf 3'. QAPP ROD =/ s IF S x E J AP R D S : AI ANT- m € . I C FILLER EXTERIOR INTERIOR 3, 1C. 71APCON BACKER ROD APPROVED - RIGID' FILLER c ALAN il / L' Ch - _ 'l4 MAX S , IJ SPACE DONA1XSEE NO E 3 7 SHEET--- .-- CONCRETE/ MASCNP.I' EY OTHERS EVB_ DI,;ENT Q 2 2 •11,1 EDGE DISTANCE VERTICAL CROSS SECTION CONC- RETJMASONRY'INSTALLATION REVISIONS DESCP• IPTIGN. Iti I '_LATIC, DETAILS 3 REVISED r.aHE PIvC?C`_'i2E55 i 1/4 M#N. - - EMoEDMENI' i- CONCRE— E/MASONRY J ' BY Di HERS I /4" MAX. a SHIM SPACE 0' 110 NAL1 X BUCK SEE NOTES 3 f 5,HEE i 1: iRIGID. FILLER 3/ t:" TA cely INTERIOR• r r 2 ' 2'• i I j _ f1_ I. EEG ` I r_....-- 1 , EXTERIOR DISTANCEV BACKER ROD i^, APPROVED SEALANT JAMB INSTALLATION DETAIL CONCRETE44ASONRY INSTALLATION TE nPPP,OYE710/ 27/1.6 P•`I-: SIGNED: 1111512016 NOTES: GRATZ, 1. INTERIOR :ANO EXTERIOR FINISHES,BY OTHERS, M1 WIND oWw. M S AND K DOORS, LLC PA 17030 P, Ll0 Jai/ 0 51 . x' = SERIES185ALUMINUMFIXED: WINDOW NOT SHOWN FOR CLARITY, 73" X 72" NON —IMPACT 2. AERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM F2112 FINLESS INSTALLATION DETAILS WITH RIGID FILLERS STATE OF 111 Ly a `` 08376s n L NTS e,r 09 f 03/] 4 `0 OF 32 L. ROaERTOLOMAS PX. 43ZWOODFOMRDLE- NASVILLC.-NC27023 434- M-060P:---Alarms,0LMm9.ye:ccm - os_ P :E. fC. No.:. 6Luis R. Lomas-P.E. F WOOD: FRAMING OR 2Y, BUCK BY OTHERS I BACKER ROD & APPROVED SEALANTANT BEHIND FLANGE IN METAL IS RUI URE 31 01HEPS BACKER R ROD. & APPRO FL SEALANr 1 } tVAX'. SHIM SPACE t'10 SYSS OR SELF : DRILLING ScRE'N 1! - EXTERIOR - EXTERIOR INTERIOR INTERIOR O RsrSG SELF C I_L.n'G pIJ WCpC SCREW ciKv SEALLANT / RI I FILLER ROD g,tKEn ROD & - Ralf.; F 1._2 Z. `/ APPF' VFD \ 7J ".7AX.. ,tiY APPROVEDU SEALANT ,k BEHIND- LA_NGE SHIIi SPACE .,E iIN D FLANGE SHIM SPACE WOOD FRAMING CR 2X SUCK I 1 1. ^ ..MIN. STRUCTURE By'}{ ORS \. \ EMSr1T BY OTHERS ` ] 1./4. hAlpl 1/2" MIN EDGE DiST. A.— VERTICAL CROSS SECTION EDGE. DISTANCE ---_—.__ ..-.._...__._..-_..__-- VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION W06D FRAMING OR 2X BUCK INSTALLATION j .1 / 4,:. MAX. 1 /4. 11N: H >. `9AX _. SHIM SPACE r -_ EMB E D MIEPe' I HIM SPACE I J A- 31<al INTERIOR 1/2" M11N. EDGE DISTANCE t f viN. tmB OVENT a" MAX, J SHIM SPACE. l0 wooD SCREIN 7fv DI 6GRIP aN ___i Daiz, a%•":."CVEG s I REVISED NSIALL4.'ION DETAILS /nl./:5 ! R.L. K, f15=.D NAME AND .AUURr:S> 1 ,f 1:7;. !b . R.L .. F __. — NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NCT SHOVVN FOR CLARITY. 2. PERIMETER AND JOINT SEALAN78YOTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 2 1,4N CELCF. )ISTnNC'c W SIGNED: 1111512016GE DISTAWCE , I INTERIOR € M1 WINDOWS AND DOORS, LLG650 '0. MARKET ST: CEN ' 10 WOOD #10 S iS OR — --; CRATZ 7030 PA 1 SF:,J' SC3E11 ,` 1 SELF- CF'ILIUGII - SERIES 185 ALUMINUM FIXED- WINDOW *• O,.S¢51 i!/ S 3 WS 73 X 72' NON IMPACT `/ tt IG U FRAMING _- FLANGE INSTALL DETAILS" MJITHOUT FILLERS TAT_ OF tv- CR 2X BUCK EXTERIOR T I. — EXTERIOR a,I. Ci:SSTR CTURt c,, ,:e: ae, 'r n•; (O tOP• BACKER' RCD & BACKER R &. vv i F R < BY . "HERS i S • • • , G APPROVED SEALAN', BEAPPROVED M1GAI a. ! s nLe cnn_ OS DE 357 Ai BONA E: Nit NTS 09/D3/ 14 B OF 12 JAMB INSTALLATION DETAIL JAMB INSTALLATION DETAIL _ L. ROBERT0I_04645P.E: Luis R. Lomas P.E. WOOD. FRAMING OR 2X BUCK INSTALLATION METAL STRUCTURE INSTALLATION .rest WOODFORD RO LEWISVILLE, NC 270 3 - FL No. • 62514: 434-568-OW9. r;bma5&fi0Ma pe.— REYIS=OHS RkV I_ DUGRIR?IC N: ..GAT: apROIED 2 t L V. N., A P VI D ING rA Ei1A70h 1F -S. 06//L5 R _ EDGE DISTANCE R 11G -C iFlME 4,; PCDF'ESSI fi t.. CONCRETE/MASONRY BY OThiERS p _ O t 1 f.6 MIN. E--?ABF tdEM1T OPTIONAL iX BUCK`S ° q. °a q_ tA+B'Dr1ENTd SEE N,,_r_S 7 -- sknl I f I +?,asCti —_ I, BACKER ROD & jLj CONCPETE VAX: J 3 MASON, 1 y tit MAX. APPROVED SEAi..ANT I; _ _ SHIM. SPACE !,` SHIM S=AC.E. BEHIND FLANGE- OPT OVAL - IX B ICK -- + SEE NIM S 3 Y 3HEE; , 3i 1 0 7APCON I EXTERIOR INTERIOR 3 / 15 TAPCO ' - ' 1, j i I?' INTERIOR S4KER POD 3i 16" TAPCDN y APPROVED SEALANT BEH+'vD FLANGr \ L— OPTIONAL ::X BUCK -- 1 /.4 VIA 2 1/2" S .. S ;;M SPACE 111N4F.. NJTC 3 - 7 \ `I DGFSHEETI ` '` I o sT.'acV EXTERIOR CDNC t MASONRY - \ J— - I ._._. _ f Imo":_. `_ >ACK rR ROD OT EFS .•—.—. .;,-' =- ---- IP R0VED SEALiN7 Fall . BEI- ND FLANGE emBFOI FN: JAMB INSTALLATION DETAIL CQNCRcT£AMASQNRYINSTALLATIpN 2 1/ M' i. EDGE DISTANCE -- VERTICAL CROSS SECTION_ CONCRETE/M,ASONRYINSTALLATION. SIGNED: 1111512016 MI WINDOWS NDK DOORS,, LLC 5 `\` l\St b GRATZ, PA 17030 ` •4 GENs9 NOTES: SERIES 185 ALUMINUM FIXED -WINDOW *- y# = I LINTERIOR .AND EXTc'RlORF1AVSHES,BYOTHERS, . " X 72" . NON -IMPACT - /% py y NGTSHOtNNFOR CLARITY - FLANGE" 73INSTALLATION DETAILS WITHOUT FILLERS 2.. PERIMETER AND JOINT SEALANT BY OTHERS TOBE l a fAT_ OF DESIGNED IN ACCORDANCE WITH ASTME2Yt2: DRAWN: e.rc ^r,. ae.v ja'P ORIOP. G\ sc:.i - ease - 08 SOE 357 B//j7S ONAt C\ PATS D9/03/ 14 9 OF -12. L.RO@EA TO LOMAS P.E. Luis R. Lomas P.E. 1432 WOODFORD RDLEWISVILLE, NC-27023 FL "ND.: 82. 51n 434-638-M9rllas@ldomspe:corti- - WOOD WRAMINK' OR 2X BLICI( BY OTHERS BACKER ROD F.L. APPROVED SEALANT r4;7-;IIqc" FLANC7 2" WNN. EDGE risrA,4C--- 1 1/4" WIN F FIV 8 E D M ENT 1/4" MAX -j H I Ric!D FILLER 10 INCOD SCRD+J EXTERIOR INTERIOR RIG,D FILLER ACKER ROD & APPROVED I /-L" MAX, BEHIND FLAN' S.HkM SPACE WOOD FRAMING M OR 2X BI)CK 1 1/4EMBEDMNEN. BY OTHERS 1 / '" 2MIN EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X SUCK INSTALLATION 4" MIN METAL EDGE 01STNNICE QlRUCfURL 6'e O- lHERS mA'X. F s-i I IA SPACE 7j- ASK k ROD & APIRCVED SEALANT MOD FLLFR 1INNj: 10 SMS OR ELF DRILLING SCRE14 EXTERIOR INTERIOR sms OR SELF DRILLING SCRE'N S ROE) Ac RICT - l- ER AA PPS"OVED -E LAN7 "iJI11Mill BEHIND FLANGE1 "4" MAX. f S'', M SPACE m ETAL- Y OTIHERS EDGE DISTAN-1- VERTICAL. CROSS SECTION METAL STRUCTUPEINSTALLAT) ON rirYOESCRIPTON A llSll.,LILATI.N LS 06/ G 1/ 15 R. I- 3 REMSED NAME AND ADDRsSS 1- 1 ......... . . ; 10/271/16 R. L. NOTES: I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E21. 12 4" MAX. 1 1/4" MINI 1/4" tvjAX.. SHM '-PACF E v B u m r I SHIM SPACE f- RIGID T-- 11 /- R! ;D RILLER 1/ 2" MIN, 3"' 1, M; N.. J INTER.I.G.R. I ANC EDGE DISTANCED SIGNED: 1111512016 INTERIOR MI WINDOWS. AND DOORS, LLC MAW 0 650 W. MARKET ST. - GRATZ, PA 17030 S #I C) VvOOD #10 m' sORSELFDRILLING SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON —IMPACT WOOD i RAMING EXTERIOR METAL EXTERIOR FLANGE INSTALLATION DETAILS WITH RIGID FILLERS TATE OF : t Z4 OR 2X BUCK 0 BY0HERSBACKERRODBACKER POD &REV Q R APPROVED SEALANT APPROVED SITALANIT J.L. 08' 02357 B BEHIND FLANGE BEHND LANOE NTS 09/ 03/14 10 OF 12 JAMB INSTALLATION DETAIL JAMB INSTALLATION DETAIL L. ROSIER rO LCUAS P.E. Luis R. Lomcs P.E. WOOD FRAMING OR 2X BUCK INSTALLATIONMETALSTRUCTUREINSTALLATION1432WOODFCRDRDLEIVISVILLE, NC 27023 FL No.: 62514 I 1 .1,_t 1 _DE.,cRFTi0rJ OAT_ N'PRCVEG 2 1/2' 'M N f A t REVISED- INS1ALIATKN D TidLS R.L. EDGE' DISTANCE: REVISED NAME AN[) ADDRESS 10/27J 16 R.L.: CONCRETE/MASONR PY OTHERS a MiN.- i 1/4' MIN. FMBEDMLNT QPT.ICNAL 1> BUCK a >a SHEET c ii j COtvCRc.I E /k+ASONY.- c MAX.R - VAX. BACKER RCD S r 9 1 3Y OThE >' APPROVED SEALANT 1 S II SPAC't _ /> I°. I ( SHIM z_,'ACi_. 3EHiND FLANGE 06 :DNAL IX BUCK - RiGID FiL€.FR: SEE NOTES 3 7 1 HEF T ' I RIGfO :F.I LERS I - 3/16.' .IAP'CON - i. Ic 1 EXTERIOR INTERIOR 3/16 TAPCON — [ 14 l III ,! INTERIOR 3/ 16 T A P C O BACKER POD R APPROVED SEALAN' € // BEHIND FLANGE I ROD P k NSL 1X BUCK- II . /4 MAX. 2 f2 SNIV, SPACE IN f - SEv NCTC - ° - SiaEE J I G E D - h DIANIEXTERIORCO CRC' E/rsASNR BACKER ROD S BY 071.s R - - A P ED S ALAN- B EHiNID FLANGE JAMB INSTALLATION DETAIL CONCRETEIMASONRY INSTALLATION Q d a _ 2 1/2" . MW _ ED r_ DISTANCE VERTICAL CROSS SECTION CONCRETE/MASONRY I NSTALL A PON' SIGNED: 11115i2016: NOTES:- MI WINDOWSAND MIA; RKDOORS, LLC ,\\\1\ 51Rtlltl0 1. INTE,RIO.R. AND EXTERIOR. FINISHES, 6YOTHERS, W. i NOT SHOWN FOR CLARITY GRATZ, PA. 17030. ,••XGEN3FcP 2.PERIMETER AND JOINT SEALANT 13YOTHERS TO&E SERIES 185 ALUMINUM FIXED WINDOW _•./ 51 DESIGNED IN. ACCORDANCE WITH ASTM E2112 O 73 X 72" NQN- IMPAGT -" FLANGE INSTALLATIDN DETAILS WITH RIGID FILLERS : ` ';• STATE OF ;` C.0RlD4.. sc+LE NTS eTe 09/ D3/14 08 50235 B OF 12 L.ROBERTOLOUAS.P. E.- Luis R. Lomas 'P:E. 143P WOODFORD RD LEWISVILLE, NC27G.23: -FL. No.:-. 62$14 43q- 68soo"D9 'i0orr:asCblortusAe:i»m _. . APPROVED SEALANT BEHIND FIN 6 WOOD S OR EA 3/B" MIN EDGE DISTANCE EXTERIOR I E 1/4" I'lIN. LIM9EDME"l- WOOD BY OTHERS SHIl.". 1/ 4' MAX SPA.CF 3/8" MIN, wOOD vvcoo SCREW L FRAMNG 1 1/4" MIN. By 011'!7RS EMBIEDMiENT SEHIND, rIN VERTICAL CROSS SECTION WOOD FRAMING OR.2X SUCK INSTALLATION RE"ISIONS REV DESCRIPTION t' RLVISED INSTALLATION DETAILS I RaV'SFI) f,4AIlF. AND ADDRESS DATE Jl P.L. 27/1-5 R.C. WOOD -RAMING 1/4 'MAX SHIM SPACE By OTHERS 6 INTERIOR SCRIE'fV i 1 1 /4" MIN, EMBEDMENT NOTES: 1, INTERIOR AND EXTERIOR FINISHES, BY OTHERS, APPRDI/Ec NOT SHOWN FOR CLARITY EALA,T, 2. PERAIETER AND JOINT SEALANT BY OTHERS TORE BHND 1 I DESIGNED IN ACCORDANCE WITH ASTM E2112 EXTERIOR 3 MIN EDGED IPJCr_ JAMB INSTALLATION DETAIL WOOD FRAA41NG OR 2X SUCK INSTALLATION SIGNED: 1111512016 MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ, PA 17030 o 4f E N o 51SERIES185ALUMINUMFIXEDWINDOW 73" X 72" NON IMPACT b ` FT F' FIN INSTALLATION DETAILS TTOA •0 A . 4.e ZZ70, ell 10 A' DP.A V,Nr T11IGJ. L. NO. 08-02357 B NTS 09/03/14 12 OF 12 L ROBERTO LOWS P.E. MW WOODFORDPOI.EINiSVILLE. NC 27,291 43468,30609: Luis R. Lomas P.E. FL No,: 6251 4 Florida I3uildingCode Online h sJwiww.flori,dabuildin l' r 1-dtl.asnor / r/,r_a x? atarri=wGEVX.... s 3 iv NOW, a.:«..,. ...a .. iB .... : w,r., .,.:r..,w`.`'"` &fix.»., a' 2`" zi e '9 h ( " 2 aCiS Home Log In: User: Registration ' HotiopicsSubmit Surcharge -Stats _.& Facts Publications Fac staff BCIS Site Map Links Search d1b a Arotlua Approval USER:: Public User Pr. Rju:_t c r RlA7 . ,tf:J_r : d ft > aPp, i atiij`! L > APplimban Detail - IT FL # FL15353-R3 Application Type Revision Code version 2017 E Application Status . Approved Comments Archived 3 Product Manufacturer MI Windows and Doors 1 Address/ Phone/Email, 650 West Market Street Gratz, ' PA 1.7030 717) 365-3300 Ext'2560 bsitlinger@miwd. corn C Authorized Signature Brent Sitlmger bsitlinger@mlwd. com Technical Representative Address/ Phone/Email' Quality Assurance- Representative' Address/ Phone/Email Category Windows Subcategory Mullions Compliance Method Evaluation Report.from a Florida Registered. Architect or a Licensed' Florida Professional Engineer Evaluation Report - Hardcopy Received- Florida Engineer or Architect Name who developed Luis P Lomas, PE the Evaluation' Report Florida License PE 6251.4 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2618 Validated By Steven '"M. Urlch PE: Validation Checklist - Hardcopy Received Certificate of Independence FLZ5353 R3 COI FL4i t.tff Referenced Standard and Year (of 'Standard)' Standard Year AAMA 450 2010. Equivalence of Product Standards Certified By Sections from theCode I of 3 4/13120 i 8, 7:26 AM Florida Building Code Online https;//www.floridabuilding.org/pr/pr_app dtl.aspx?paraln=wGEVX... Product Approval Method Method 1 Option D Date Submitted 10/16/2017 Date Validated 10/23/2017 bate, Pending,FBC Approval 10/26/2017 Date Approved 12/12/2017 Summary of Products PL # Model, Number or Name Description 15353.1 5764 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R3 1I_08.0144BB,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 F 1.5,353 R3 A€_512LI72P.Pdf span: 104-1/4". Created by Independent Third Party: Yes 15353.2 5764 Vertical Aluminum Mullion Limits of Use. i Installation Instructions Approved for use in HVHZ: No F11S353 R? 1I,...00 U14.NB.pdf Approved for use outside HVHZ: Yes. 1 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 R E SIL063 3.pd_.` span: 83" Created by Independent Third Party: Yes 15353.3 i 5765 1 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL1535' 143 11 08-0144;913.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: 52-1J8° x 84". Max mullion f L1S353 R „i'E r,12(7,3B.Pd` span 156-3/8, Created by Independent Third Party: Yes 15353.4 5765 . Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R.3 11 08 0 Aj0B,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 FL15.35' 1113 4E_5I2064B pgjf span: 83". Created by Independent Third Party: Yes 15353.5 CM-18514 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R3 I. 08 01-42B,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 I Evaluation Reports Other: Max single window size:-52-1/8" x 84". Max mullion 1`1.1.31-5R3 length 83". Created by Independent Third Party: Yes 15353. 6 CM-18520 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL1535R3_II_08 0.1451E3,pclF 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 i LIS353 ir3_AE 5120758 t1d span - 156- 3/8" Created by Independent Third Party: Yes 15353.7 CM-18523 Horizontal Aluminum Mullion ; 9 I 2 of 3 4/11/2018, 7:26%i,M Florida Building Code Online https://w vw.floridabuilding.prg/pr/pr_app dtl.aspx?p Iram=wGEVX... g Limits of Use I Installation Instructions Approved for use in HVHZ: No FL15 S3_R3,I _08-01452B,Pdf' i ,. i 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 Re rtpo s Other: Max single winclow size - 52-1/8"`x 84" _ Max mullion FL15353 R3 A( -5UQ76pjjdfIspan) 104 1/4". Created by Independent Third Patty: Yes 15353.8 CM-18531 r .......... m....... _ l VerticalAluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No ri353 R3 II tll3-it143E3.pd€ 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: 5271/8" x 84". Max mullion. FLIS353 Ri AE„512gtt 713.pdf span 83"Created by Independent Third Party: Yes y 15353.9 1 CM-18532 Horizontal Aluminum rvtullion Limits of Use,. Installation Instructions Approved for use in HVHZ: No FLIS354_R9 1T._0 01#536, n.it Approved for use outside<HVHZ: Yes Verified By: Luis R Lomas, PE PE 62519. Impact Resistantr Yes Created by independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: single window size - 52 1/8" x 84". Max mullion R . span. 3/8 Created Independent7B;pdf Y Third Party: Yes 15353. 10 CM 18533 Vertical Aluminum MUMOn Limits of Use; Installation Instructions Approved for use in HVHZ. No ft15 i 53R3_I.: D8 U144 B,pcF i Approved for use outside HVHZS Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant, Yes Created by Inde.pendentThird Party: Yes: Design Pressure: N/A Evaluation Reports i OtherMaxsinglewindowsize: 52-1/8" x:84". Max mullion FLI53 3 Rs AE 7Q 3E pill spanr83 d by Independent Third Party: Yes 15353.11 CM-18534 Horizontal Aluminum Mullion ; Limits of Use Installation Instructions. Approved for use in HVHZ: Na c_ Ft.15a53R3II., d£3 (I14-.;'ail I df :. Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-625i4 Impact Resistant:. Yes Created by Independent Third Party: Yes Design Pressure:. N/A Evaluation Reports single le windowsize: 52 1/8"z 84". Max. mullion rL15353 R3 A 12Q1Wpdf s pan 156a3J Created by Independent Third Party: Yes 8a ilea Next: C445 .4. 41' :Idir :StoneRoad.:'a liahas ee_FL`32392 h„gr>e 8s0 487= The State of, Florida is an AA/EEO employer. C9.pytghh 2o07-20x3 Sta1;,e_of Florida.. i.Privacy_Sfa - menG ASzs ib ky ta;emgnS .; Refund Stat mgnt Under Florida taw, email addresses are pubic records. If you do not want your a mad address: released inresponseto.a publrc records request,: do not send electronic. - mail to this entity. Instead, contact the office by phone or by,"clirlonal mail. if you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the. Department, with an email address they have one, The emails- provided may be used for official communication wah the licensee. However email addresses are public record. IIf you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter` 455, ES.,:please click rre_. ProdUCt Approval Aoceptsy. Credit Card Safe ; N01--S: i) THE. PR00UCI' SHOWN.. "EREI€J IS:.DF'SIGNED AND :A;NUF+CTUiRED .F:O COMPLY '4'1THi REOL.IPE'v"ENTS OF Tlil FI,CRIDA BUIL !NC CODE: 2 WOOD F_RAMINC. .O BE DESIGNED AND ANCHORED. TO PROPERLY RANS!"_.t ALL, OADS TO STR.)C`URFFRAMNG IS THE LSPONS+ BILITY OF THE ARCHH ECT CR ENGINEER OF RIE, CR-1•. 3) ALLOWAEUF ST,RI-SS INCREASE OF '.i3 WAS :tOF USED IN 71,,ff CIES. G.N (F THE -i RO .Ut T S O'NN HEREIN._ VIAND I_,`,AD .CUR I :GN° OR Cd '; £6 ',,'AS USD FOR .pCOD ANCHOR CALCULATIONS. 4) APPROVED MPACT PKOTI.ClIVF SYETEM :S NOT REOWRED "OR THIS 2OGUC. IN WIND BORNE ; DEBF.3,RECTCNS_UP TO ffiND LUNL 3, 5) DFb J: Fr S Rt !BIRD LAfION [ L t l' J`NN -IN TH `t C,Ii, FNT 'AP PI.;Y ONLY O MULUCN. NINDO,,`S MUS" BE i-R iVI:SJ UNDER SEPARATE APPR+VA.L. 6) SINGLE rJI JCOWS O BE MU; .I ES ARE NOT (LIMITED `C TT-'1SE SHOWN iN '' HIS DRAWING.. Ntl'%,DDYJS MUST LE MANUEAC.it,R_D -1711 MI JDO'NS AND DOORS, INC. 7) SGN PRESSURE OF NAULLED JNIT SHALL BE CONTROLLED BY' T'=:E ESSER, DESIGN PRESSURE: OF THE M J I €ON'. OR THINDIVIDUAL. N NDO 3, ' DC OR UNIF, 8) D v€ JS ',4l Y B,- Ml EI) V,:)GETHEER INDEFINITELY AS NC AS S.NG _E'. NIT *13 H AND HEIGHT ARF, NOT EXCEEDED AND VULLSGNIS q, 1CP D AS SI O J J r). N IE I iOP V FRTi AI N T A -L ION IS SHOWN, MUL ON MAY F USED IN HOPIGONIAC.:APPLICATIONS AS LONG AS JIM_N;IONS INDICATED D EiRE:N .ARE NJT EXCEEDED AND VU_LIO : IS. ANCHORED ACCORDING T'J THIS GOO UN.EN7. DESIGN 'PRESSURE - E_E IN 'I:WC CNS: 1) DE-tN:E REQUIRED DESIGN LOADPER FLORIDA BIM -DING COD(:-:'. CHAPTER 13, Lt I E. 2MINE - RIBLI RY Vi]0T A 1D h9L ON SPAN BASED )N PRODUCT TO 3E ' STALLED. c E FORMULA: FOR TRIBLTAF. WIDTH, 5) LOC-ATE MUILDON SPAK iUNII HE'GHT AND'".RIEUTARY 'WIDTH. A THE MI PSECT(ON C .- ROv,' AND CCvJ Rti CONTAINING" T .L hdJU_I:<i DPI SPAN AND TRIBUTARY METH R SIE:.r IVE,Y IS.. IHE MUL110,ill RATING. FOR PRODUCT iN STEP 2. JJ_L:ON RAIING MUST BE EQUAL OR GREATFR THAN ;RFC_dRED DESIGN'PRESSURE 09f:"INED 1% S 'r: 1.. ICU R 4`I` D lr L 52 3 IINS' T; aILA"; ION IPCINEN17S RFOSONS R_v Cf fj; l?'7JN. DATE 'AP r1l, VED. iNSr.4 , HQN D . AILS 06 10/1.5 K,L REViSED fi,NCHOF2iNC, RO E., & ':u5 _ 6ET. 06/07;/7 R. L. NC70H€NG NOILS 1) FOR 1EJC-tORi' v., iN:TD WOOD FRAYINC, OR 2X BUCK. LSE ,#10 WOOD SCPENV Wv TH' SUFFICIENT LE:NGTFi .0 ACH;IEV A 1 3/8" hWNEMUA4 EMBEDMENT.CA`L" :"+Cf ivl?S AS SHOWN 'N . 1v INSiAL_ATIONDETAILS' SHM r 3. 2: I FOR ANCHORING iNIQ C N„REIE USE i/4" ELCO UDTRCO\; TAPCON AlF Ic l LENGTH© ACHIEVE N. 1. .IiJll 14 EMBE'D„EXIT WITH 1" MINIMUM ED..c DISTANCE !:,GATE ANCHORS AS, SHOWN IN INSTALAIION DETAILS SHEET 3. 3,. -OR .ANCHD iRIN^ IN-0 MET,- USE #10 SIAS OR:S_LF DRILLING SCREW WIIH SUF:CiE.Nll LENGTH TO _ACHIEVE Z THREADS 1:N1MWM BEYOND STRU TJP. INTERIOR MALL LCCA'E NCI C SHOWN N A..,TA,_IA7:I0N.DETAIL'S SHEF- 3:. 41) iALI_ FASTENERS TO BE CD. CSiON ' RESISTANT. INS TA1 A7ION ANCHORS SHALL BE INSTALLED IN ACCCRDANCE. WITH. ANCHOR VIAND ACTUREk 5 INSBiL aTION (NISI RUC HCNS r.ND ANCHPORS.SHALi2 NOT BE USED IN SUBSTRATES IN rl-i S-RE:4CTHS LESS THAN TH hvl..NIMIJVI STKINGTH SPECIFIP FLG,^I A J1OJ MINIMUM SPECIFIC GRAVITY 01: 42: B: O .R.TE MIINI,',110,1 OM RE SIb L: SIRE G OF ;GL: PSI C. MASONRY STRENGTHCONFORMA\,= TO H9.M C 190, GRADE N,, Tr 1 (OR C. METAL STPJ l.RE - IELL 18GA (.048") FY 33KSIj F j"B2KSl OR ALUMINUM 6063-T5 FC=30K_ C52"TIIOK WNIMWi. 6) FOR A TACHAGG NINDOW [IVIES ILQ MULLION iJSE.77G SEED° TAPPING SCREVi S WITH SU FICIFNT I.r-NGTrl TO ACHE'E A. MIN MUM! F i3_L"1LN?; OT 11YEE THREADS ''AST THE MJLL>ON'A'ALL.. LOCATE SC.k tV5 tj" 4OPo' EACH / UCUON E JU .AN G0 19 IAX. O.G. THEREAFTER. STAGGER SCREEINS AT EAC Jl WINDOW. SIGNED.' 10193/2017 IItLr0 M' OQR LLC 650DWES MARKEAND STREET`v`?1t 9 f GRATZ, PA 17030-0370 5764 VERTICAL MULLION r• flp,51 t = 83" MULLION SPAN NTrJCS GENERAL NOTES TAT OF e` Sr31f TIC I)W; Ni Re/•:LORIDQ; 08 01439 ////ONAI-' N\ AND OP CHART s.aENTS IDA- 01/11/12 1 OF 4' AILS L.ROBERTOLOMASPE: Luis R. Lomas P.E. 432 WOODFORD RD LEWISVILLE, NC 27023 FL NO.: 6.2514 43Q-688-T76G9: lamas( gDlrlamaepe.com: 3/8 RE:- i c T13N a r DNCV11(TW-CCW I NE - - i, rE3:N r VIL i_H - - 'D WDTH -- N TALLA ION C+ A I"CGS G/1 E`L 8, 2 VIS_D AfY61UIf IN---P IM15Tl. Hi,- I'.4G/O7/ 7 i 83' '' rr 83' l I 83" t Fr' FM' j FPA'.1 WINDOW FRAME WINDOW :WINDOW E GHT WINDOW; WINDOW HE'GHT WINDOWHEIGHT MULLION lid I UON (MU UO i S " AN) i SPAN) i , s^ay) L y 167 3/ 8" i 10) 3/8' _ 10 / Ls I- CC. 181NED WIC , Ci?b1HINFD 4tiIDTH;- CGM31 1_v lklDi l a J i WINDOW' rt l - a i I ! ' WINDOW ' !J 8' 3' ,/ WINDOW F- 1 fit E 1 WINDO % WfNDO iI FRt d". FPPh > f- I - 1E1 HIoI,T WINDOW ,INlNDOW I'. i'1;_1 ..IN W FWNNDOW? VUi, . tGN - tMU_UOI 'I s / I,4.,LMION ` N j to ...._,... , 1 - 1 __ N2 F- 111.. __ r12 - a 107 3/ 8- `s 0.7 3 1073 a 00M13IN,J: ', Nt")Tr', cDM8N[ D "VIt7I-H.. '. € C01,131NED P, DiH . APPROVED CONFIGURATIONS' ` MULTIPLE UNITS MAYBE MULLED TOGETHERAS LONG AS COMBINED. WIDTH DOES NO.T. EXCEED .107 X8' AS SHOWN HEREIN. Desi n ` ressure ratin s Dessi pressure rating(pso with rebar Mullion- an ( in) F I - Tributary 18.13 35.'50 width .(in). 138,00142. 00 48.00:.52 13 25,00 120.0 120.0'. 120.0 1200 120.0 20.0. 37.38 120.0 120.0: 120.0 420.0 120:0:. 120.0. 49.63 120.0 tGE3 81.2- 76.9 75:2 751 62.00 71.0 52-2 39.7 35.9 33:4 32-.3 65.63.: 59.6. 43:7 33.0 29.6 27.4 2613 72.00 44.8 32.7'- 24.4 .. 21.8 19R9, 19;0, 84.00 28.1 20:3 M( WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030-0370; 5764 VERTICAL MULLION 83" MULLION SPAN APPROVED CONFIGURATIONS ANO RATING CHARTS SIGNED., 101131201. 7 s7Jn • Fi r DR"w, - 014'G .0, LARGE AND SMALL MISSILE:IMPACT, LEVEL D, WJND ZONE 3 LARGE AND SMALL MISSILE IMPACT, LEVEL D, WIND ZONE 3 V. L. DB-O 1 439 6 eSJ0P4At c - c DIMENSIONSIN.CHART ARE'FRAME DIMENSIONS AND DO NOT DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND DO NOT -r NTS 0°TE '31 / i snr:= 2 " OF 4 77J7 l I 11111 V. INCLUDE FLANGE. - INCLUDE FLANGE, . ' L. ROSER70 LOMAS P.E.Lomas P;E, L R. Luis . 1432WOODFORDRDLEWISVIL_E NO27023 Luis L b2514 434-688-0809 rlomasCldcmaspa.com- - Mullion span;I(in), Tributary width (in) 18.. 13. 2550-'36. 00 42.00 48,00 '$2,13 25.00 120.0 1200 1 120.0 120:0 120.0120.0 37.38 120.0 120, 0 f20.0 120.0'. 120.0 120.0 49.63 120`.0 98. 3: 81.2 76.9. 75.2:: r75.1 62.00- 95.2 70. 0 53:3 48,1 44.81 43.4 65.63,- - 80 0 - 6 44.2 39,7 36.7'' 35:3:. 72:00.` 60.3 43: 9 32.8 29:2`.. 26.7" 25;51 84:00 37.7 27. 3 201 17.7 16.0 751 MIN EDGE DISTANCE 1iASONR / CONCRETE. 1 _.ta- is I. 1 4 ^7 it TRACON AFCON. SECT• 79b_ ON IAL. REBAR SECT5764 MULI ION l I I 1v11, 000022 0 ' flan/ SCREW EMBEDMENT wc) 07jrR,,%Itvcj 2' IN. Y` DUCK 1F. E, 8Y OTHERS G STn;^ICE. VERTICAL CROSS SECTION' MASONRY/ CONORETE.AND WOOD FRAMING INSTAIATION ` NOTE C! IPr MAY ERE L ED" N MASONRY/CONCRETE Gl WOO 'P.XUflNG SUE3STRAFE. 3c IS NSit Ir TI6N U hL3 8 I7E I El) ANCHORING N01ES & J.NSTL HT r ,r 0r ]P. M rQOCC22 10- SM4 OR. S, `^ DR LING M T L tiilr STRUCTURE BY OTHERS_ LTANCL VERTICAL CROSS SECTION METAL INSTAL LAPON MI WINDOWS AND DOORS, LLC 650 ' NEST MARKET STREET GRATZ, PA 17030-0370 5764 VERTICAL MULLION 83 MULLION SPAN INSTALLATION DETAILS V. L. 08 —01 439 Szr_ E NTS n 01/11/12 1 Sh;Eu 3 OF a, L,: BORERTO-LOMAS P.F.. 1432 WOODFORD RD.LL-WSVILLENC 27023 434- 668-0609 rlfomzsL lrpoma>-pe.com. SIGNED: 1011312017 0 ilATE flF-4: Luis P. Lomas.- P.E. FIL No.: 62514 3 iPT° .ar' STALl4'ION APR`C.h.ECI GofiG, 4.. 4 P E..C LS i$ RL.` i E PE SE 'AN-iGRING IJ.-;ES & INST_ _1ET., G6i'07f1 R<...... f 1 I J 250 4> 000" 1. 02G" O.375„ MT000022 CLIP 16GRSTEEL 0.,422" SEE NOTE 2 & 3_ THIS SHEET. 21032" 2 875" 2 .40. ; i h IL 1 n , r +;= - 0.375' SECT5796 CLIP _X o0 2t:.C" SECT5_764 MULLION FOR CONCRETE INSTALLATION ALUMINUM BOOS TS 125"Tlf1CK ALUMINUM 6083T5. i2S"THICK 2k" or"? I D- i 5^ 2" I SIGNED; 10, 11312017 RF-1852REBAR SECT5796 CLIP M( WINDOWS AND DOORS, LLG IiIII//// 16'GA (. 062)Ca.4LVRNlZED;STEEL - FOR ALUMlNUM 6063 TS25'aiNlCK INSTALLATION 650 WEST MARKET STREET C 0'tl GRAT2, PA 1 7636--C37.0 5764 — VERTICAL MULLION 8 83" MULLION SPAPAN NOTES- 1 CLIPS MAY 3 USED IN irIr sp r d COMPONENTS 5 TAT 4F = s : , Ct py,! Six JpYCON-- — _ Fc lJ Or RA.AING ..tt\. , S d IRAT a?AvrN:- o'+:c No: ,_v l j s Qj+v}4 * C\:` t ti OG & ME F L v TvLi nT vN V.L 08-01439 g eK S+t' • • ' US AL FOUR ANCHOR LOCATIO\S. SC.?E NT5 vnr: 01/11/1'2 "EEf/ 4 OF 4 f/NAy1,X\\ 3 F3P 0 ' r E INS TAL AT ON US_ 2 ANC N R IOC TICINS DN 11TH 3 f 2 L. RpSERTO '_OMAS P.F. 1432. WOODEORD RD LSVSVILLE, NC 27023 Luis i. LOtTaS FiF. SLp„RA ?N E3ETY,' FEN' FIv,4L;Ftc .. - ,434-638,0609 fil= SSVtrlom "P—m - PL Noa.: 6251 A. pp Florida Building Code Online bttps://www.floridabuildin org/pr/pr_app_dti.aspx?param=vvGEVX... Comments Archived Product Manufacturer lames Hardie Building Products, Inc. Address/Phone/Email 26300 La Alameda Ste, 250 Mission Viejo, CA 92691 909)349-2927 pingsheng.zhu@jameshardie.com Authorized Signature Pingsheng Zhu pingsheng.zhu@jameshardie.com Technical Representative Pingsheng Zhu Address/Phone/Email10901 Elm Ave. Fontana, CA 92337 909) 349-2927 pmgsheng. zhu@jameshardie.com Quality Assurance Representative Pingsheng Zhu Address/ Phone/Email 10901 Elm Ave. Fontana, CA 92337 909) 349-2927 pingsheng. zhu@)ameshardie.com Category Panel' Wails Subcategory Siding, Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Ronald'I. Ogawa° the Evaluation Report Florida License PE-24121 Quality Assurance Entity Intertek Testing Services NA, Inca - QA Entity Quality Assurance Contract Expiration Date 12/31/202-0 Validated By John Southard, P.E. Validation Checklist -Hardcopy Received. Certificate of Independence 114 CQI RIO c rti ica'ze f,liideFendence.,,p'( Referenced Standard and Year (of Standard) Standard ASTM C1186 ASTM E330 Year 2007 2002 I' of 3' 4d13/2018, 7:29 AM I Florida Building Code Online https://www.loi-idabuildir(g.org/pr/pr app_dtl.aspx?param=wGEVX... Equivalence of Product -Standards Certified By Sections from the Code Product Approval :Method Date Submitted Date Validated Date Pending FBC Approval Pate Approved' Summaryof Products . FL 7t Model, Number or Name 132231 ( Cempanel Siding Florida Licensed Professional Engineer or,Architect A_ 132Z, _A_4_6quiv_RIO 2f 2B 1.1..l S(i,_C7::1F3ci, g ilv lensy:pcJF Method 1 Option D 08/ 09/2017 08/ 25/20:17 08/ 28/2017 10/ 1042017 Limits` of Use iP 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 a7- 0406 06 Description fiber - cement panel. siding Installation Instructions i L1 322 3 k4_II. camp ne! n tallat.ion.p, FL13223 R<I II_ NOA LI-0406 06,_pOf FL13223 ' R4 II RIO 2689-17 Panel to F F113223 ' R4 11 RIO 2686 17 Panel Woc Verified By. Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party Yes 1. 13223. 2- ! HardiePanel Siding fiber -cement panel siding Limits of Use Installation instructions Approved for use in HVHZ: Yes i FL13223_R4_II_t'arnrePant I I t3113tipn pcJf ApprovedforuseoutsideHVHZ: Yes FL13223 R4T11_ NOA „17,-0406 06.pdf Impact Resistant: Yes FL1323 P4 11 RIO 2689 17 Pa 4e1 to Furrirg.pdf Design_. II ldood M ta1 Frarrc tadf Otheror u e Inside a HVHZ install in accordance with NOA VerifiedlBy: Ronald J Og wa7241ne1 g 2117-0406. 06 Created by Independent Third Party:, No Evaluation Reports FL13223 R4 AE NOA 1- 0406.06_ }dfdf i FI i 3?23 R# AE RIJ ?GSJ 1, Paflf 1 tn_Ffrri:pt3pclf FL13223 Ra , A€ RIO-:2686 17 Panel Wood Metal, Frarne,pdf` Created by Independent Third Party Yes 13223.3 Prevail Panel Siding fiber -cement panel siding Limits of Use j Installation Instructions Approved for. use in HVHZ: Yes FL13223_R4 11 TgOA 17-6406.06.pdf Approved for use outside HVHZ: Yes I fU322.3 R4 LI Prevail Panel Installation pdf Impact Resistant: N/A f L1322 iR4 11 RIO 2689 17 Panel to Fun-11 Design Pressure: N/A. FI i 3223 R4 It R10 2686.77_P riel_ Wrr ri'.:Mr-1,al rrarnr ,pcif Other: For use inside a :HVHZ install in accordance with NOA Verified By: Ronald 1...Ogawa 24121 i 17-0406. 06 Created by Independent Third Party: No Evaluation Reports t L1a223__ R4,AE rlOn_1,7 040,..C!£.p if EE_1. 3223 _R4 AE RIO 2689 1 I i aRO io Fu rir c .rycir j FL13223__R4 A.E. RIC7 26..8b 1l_Panel 'Hood Metal Frame pdF Created by Independent Third Party: Yes j Back Next; Contactr1::.2§ Q1:.@ld!C:.StAPST.R4.dd,.:7.dlldhdSSEEL ]234.4Ph.9 ram: The State State of Florida is an AA/FFO employer. copyright 2007-2013 State of Florida. Privacy-atat£.rnogit; GSPSShI!CKS.t3CCIRen2 :: Refund Statement 2 of 3 4113/2018, 7:29 AIM Florida Building Code Online https;//www.floridabuildino.org/pr/pr_app dtl.aspx?pararriwGEVX:.. Under Florida law, email addresses are public records. Y you do not want your a-ma8 address released in response to a public -records request, do not send electronic maG to this entity. Instead, contact the office by phone or by traditional.mail. If you have any questions; please contact 850.487.1395,'Pursuant .to Sect lon- 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must. provide the Department with: an email address Gthey have one. The emailg provided may be used for official communication with the licensee. However email addresses are public record: If you do .not wish to supply a' personal address, please provide the Department with an email address which can be made available tothepublic: To determine if you are alicensee underChapter 455, F.S., please click here . Product Approval Accepts: mm ERE Credit Card Safe 4/ 13/ 2018, 729 AM Florida Product Approval 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 al! 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-268647 or RIQ-2689-17. Consult the HardiePanel product installation instructions on the follow pages for all other installation requirements,. HardlePanel'"M_110,JamesHardie Vertical Siding EFFECTIVE SEPTEMBER 2013 MEllVNUTI'0 I gDQUrRGIV N f% kF` IIJf<Nllr9.,.. SINC L I'Af ILY RTLv .F'F5'l %t tl c- Gi)I,rJRPUJS PRoD0C [; VISIt;V,r t`.4,)It3for the most recent V@f.41(?fl; SMOOTH ° CEDARMIL.i.° - SELECT SIERRA 8 -STUCCO IMPORTANT FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE `BUILDING CODES AND JAM ES HARDIE WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY, AFFECT SYSTEM PERFORMANCE, VIOLATE LOCAL BUILDING COD ES, AND VOID THE PRODUCT ONLY WARRANTY. BEFORE IN iALLATION, WNFIRM THAT YOU ARE USING THE CORRECT HARDIF—ZONE INSTRUCTIONS. INSTALLATION OF HZ10"NI PRODUCTS .OUTSIDE AN HZ100 LOCATION WILL VOID YOUR WARRANTY. TO DETERMINE WHICH HARDIEZONE APPLIES STORAGE & HANDLING: LING: Stare flat and keep dry and covered prior to installation. Installing siding wet or saturated may result in shrinkage at butt joints. Carry planks on edge Protect edges and. corners from breakage. James Hardie is not responsible for damage caused by improper storage and handling of the product. K, , pp OUTDOORS INDOORS 1. Poston cutting.Station-so Illat wind will blrnv dust away fromuser1-. Cut only using score and snap, or shears (manual, electric or pneumatic). and others in woriUiN area.. 2.. Posdlon cutting station ill well -ventilated. area 2 Use one of the following methods: a Best: i.,Score and snap I. shears ( manual, electric or pneumatic) NEVER use a power saw indoors b Bettis i. Dust reducing Circular saw equipped with a NEVER use a circular saw blade that does not carry Ilia HardieBlade saw lilatio trademark' HardeBlaW save blade and HEPA vacuum extraction NEVER dry sweep — Use wet suppression or HEPA Vacuum c. Good'. f Dust reducing circular savi with a HardleBlade saw blade only use for ]ow to moderate cutting) Important Note`. For mainuirn protection powest respirable dust production), James Hardie reconnrer& always using"Beni"-I vel cutting methods where feasible. be used in or 1ERAL REQUIREi ENTS: lose instructions to be used for residential single family installations only. For Commercial / Mufti -Family installation requirements go to www.JamesHardieCommercial:corm irdiePanelll vertical siding can be installed over braced wood or steel studs spaced a maximum of 24" o,c. See genemal fastening requirements. Irregularities in iming and sheathing can mirror through the finished application. James Hardie recommends installing HardfePanelon a capillary break (rainscreen/furring) as a best practice. formation on Installing James Hardie products over foam can be located in JN Tech Bulletin 19 at www: jamehardie.com water -resistive barrier is required in accordance with local building code requirements. The water -resistive: barrier must be appropriately installed with metration and junction flashing in accordance with local building code: requirements., James, Hardie will assume no responsibility for water infiltration. James ardie does manufacture HardieWrap* Weather Barrier, a non -woven non -perforated housewrapl, which complies with building code requirements: then installing James Hardie products all clearance details in figs. 5,6,7,8,9,10&11 must be followed. ljacent finished grade must slope away from the building in accordance with local building codes- typically a minimum of 6" in the first 10`. not. install James Hardie products, such that they may remain incontact with water. irgiePanel vertical siding may be installed on vertical wall applications only. plication are not suitable for GolorPlus. Refer to ColorPlus'section page 3, use slain, oil/ alkyd base paint, or powder coating on James Hardie"' Products. r projects, including commercial and multi -family projects, where the span of the wall is significant in length, the designer and/or architect should take Il eratlon the coefficient of thermal ex ansion and moisture movement of the, product in their design. These values can be found in the Technical Bulletin 8 "Expansion Characteristics" at www.JamesHardie.com. INSTALLATION: Joint Treatment Fastener Requirements • VerticalJoints - Install panels uT moderate contact (fig 1)alternatively Position fasteners 3/8" from panel edges and no closer than 2" away from corners: Do not nail into corners. joints may also be.covered with battens; PVC ormetaljointers or HardlePanel corners Siding n nailInsinto on caulked (Not applicable to ColorPlus Finish) (fig. 2). Framing must be provided at horizontal and vertical edges for nailing. • Horizbnta( Joints Provide Z flashing at ail horizontal joints (fig. 3),. HardlePanel vertical siding must be joined on stud. Figure 2 Figure 3 water -resistive barrier water resistive baffler Double stud may required to. maintain minimum edge r 2 x 4 stud l water -resistive nailing distances. ( .y 2x45`Ut barrier upporparlel Figure 1 stud U ? Do t1/4" gap 10 I water -resistive O((())))) i Caulk barrier , t sheathing HardlePanel Batten Joint H" Joint ^Z fiashmg 0 o vertical siding water resistive bartier keep Trails 2x4stud 3/8' min panel from panel edges .. . keep fasteners 2" away from comers moderate contact sulk Joint. to ColorPlusI. Finish) acruidance wdh Caulk- written appilcation instructions. For additional information on HardieWrartIm Weather Barrier, consult James Hardie at 1=866-41-lardie or vem.hard ie(viap.corn Figure4, Recommendation: When — — installing Siena 8, provide a double stud at panel joints to avoid nailing through grooves. WARNING: AVOID BREATHING SILICA DUST James Hardie" products contain respirable crystalline silica, which is known to the State of California to cause rancor and is ronsidered by IARC and NIOSH to be'a cause of cancer from some occupational sources: Breathing excessive amoualsof respirable silica dust can also cause a disabling and potentially fatal ling dsease called silcosis, arxlhas been lurked wish other diseases. Some studies suggest smoking may increase these risks During installation or handling (I) wuuk in outdoor areas will ample ventilation; (2f use ftbercement shears for cutting or, where not feasible, use a Hanfealade saw blade and dusvfeducing circularsaw attached to HEPA vacritim; 3) wadi, others in the immediate area; (4) wear a properly -fitted 1,110SH-approved dust mask or respirator (e.g. 1a-95) In accordance with applicable Wrernment regulations and manufacturer instructions to further lirniL respirable silica exposures. During clean- up„ use HEPA vacuums:pr wet cloadup methods - never dry bweeo: For further information,. refer to our installation instructions and Material Safety Data'Stieet available at www.jamesharife.com or by calling I-800-9HARDIE (1-800-942-7343). FAILURE TO ADHERE TO OUR WARNINGS„MSDS, AND INSTALLATION INSTRUCTIONS MAY LEAD TO SERIOUS PERSONAL INJURY OR DEATH. HS1236 - P1/3 1/13 P CLEARANCE Install siding and trim products in Maintain a minimum 1" Maintain a, minimum 1" 2" Ilea compliance with local building code. 2" clearance between between James Hardie products requirements for clearance. between James Hardier and decking material, the bottom edge of the, siding and products and paths, Figure 7 the adjacent finished grade. steps and driveways, Figure 5 su d Figure S siding `} eWsidingsidinga siding t - deck material, I pat 2" bottom rn bottom' plate joist flashing ledger s At the juncture of the roof and Surfaces, flashing'and. counterfl shall be installed per thei roofin( manufacturer's instructions. Pr( minimum 1 2" clearance beh the roofing and the bottom edg, siding and trim, Figure 8 1 t r J' I l. t .I`. f r tical Maintain a 1/4" hing clearancebetwreen the bottom of James: de a Hardie products and . en Horizontal flashing if the Do not caulk gap. Refer to f4 3 on page 1. concrete.. min 1 `r°° aa'on pia not bridge floors with HardiePanel" siding. Hnnzontal ICKO FLASHINGjointsshould8lwayshecreatedbetweenfloors (fig, 10)` _ Water- 7 Because of the volume of water that can pour down a sloped Maintain a minimum 1" gap between gutter end caps and Figure 10 siding & trim, Figure 9 C I sidirn fascia Resistive roof, one or the most critical flashing details occurs where a' Barrier Framing ' roof intersects a sidewalf The roof must be flashed with step flashing. Where the roof terminates, Install a kickoff to deflect i Inrizontai - Flooring Trim water away. from the siding. It is best to: install a self -adhering e on the waif before the subfascia and trim;boardmembranes are nailed.,in place, and then come back to install the kickout: Figure 11, Kickouf Flashing To prevent water front - dumping behind the siding and the end of the roof sheathing / intersection, install a "kickout"as required by IRC code R905.2.8;3 : '.. flashing shall be a min of 4" high and 4`' HardiePanel° twide. "James Hardie recommends the kickout be angled between 1000 -110° to maximize water deflection gutter and end cap BLOCKED PENETRATIONS Figure 11 SIeP°amng YdryerSe16a tteringPenetrationssuchashosebibsandholes1 /" or larger such as vents should have a block of trim around point of penetration. GENERAL FASTENING REQC311 EMEN 'S eavasm mbrene' Fasteners must be corrosion resistant, galvanized, or stainless steel. Electro-galvanized are Klckwt flashing " acceptable but may exhibit premature corrosion. James Hardie recommends the use of quality, otlFegy 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 Ho"sevnaa . the ocean, large bodies of water, or in very humid climates, Consult applicable product evaluation or listing for -correct fastener type and placementto achieve specific design' wind loads. NOTE: Published wind loads may not be applicable to all areas where Local Building Codes have Nt t -t-f) NGspecificiurisdiction. Consult James Hardie Technical Services if you are unsure of applicable compliance documentation. James Hardie products can be bland nailed or fastened with a Drive fasteners perpendicular to siding and framing: pneumatic tool. Pneumatic fastening is highly recommended:. Fastener heads should fit snug against siding (no air space). (fig. A) Set air pressure so that the fastener is driven snug with the Do not over-drive'nail heads or drive nails at an angle; - surface of the siding. A flush mount attachment on the If nail is countersunk, fill nail hole and.add a pail, (fig. B) pneumatic tool is recommended. This will help control the For wood framing, under driven nails should be hit flush to the plank with a hammer (for -steel depth the nail Is driven. If setting the nail depth proves difficult; framing, remove and replace nail), choose a setting that under drives the nail. (Drive under driven; NOTE. Whenever structural member is present, HardlePlank should be fastened with even nails snug with a smooth faced hammer - Does not apply toIr spacing to the structural member. The tables allowing direct to OSB erplywood should only be installation to steel framing): used when traditional framing is not available: Do not use aluminum fasteners, staples, or clipped head nails: Snug Flush LrrN4 Countersunk, OD 0fill & add nazi , do not.under no NOT . Figure A Figure`B drive nails STAPLE HS1236 P213 8113' CAULKING For bestresults use art Elastomeric Joint Sealant complying with ASTM C920 Grade NS; Class 25 or higher or Latex Joint Sealant complying with ASTM C834. Caulking/Sealant must be applied in accordance with the caulking/sealant manufacturer's written instructions. Note: OSI Quad as well as some other caulking manufacturers do not allow tooling. DO NOT caulk nail heads when using ColorPlus products refer to the ColorPlus touch-up section CDT EDGE TREATMENT PAINTING Caulk, paint or prime all field cut edges. DO NOT use stain, oivalkyd base paint, or powder coating on James Hardie Products. James Hardie products James Hardie touch-up kits are required must be painted within 180 days for primed product and 90 days for unprimed.100% acrylic topcoats are to touch-up ColorPlus products. recommended. Do not paint when wet. For application rates refer to paint manufacturers; specif!cations. Back -rolling is recommended if the siding is sprayed. OLO1' PLUS" T CHNOLOGY CAULKING, TOUGH -UP & LAMINATEIAT Care should be taken when handling and cutting James Hardie0 ColorPlusO 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 ColorPlusO Technology touch-up applicator. Touch-up should be used sparingly. If large areas require touch-up, replace the damaged, area with new HardlePaheh" siding with ColorPlus Technology. Laminate sheet must be removed immediately after installation of: each course. Terminate non -factory cut edges into trim where possible, and caulk. Color matched caulks are available from your ColorPluso product dealer.. Treat all other non factory cut edges using the ColorPlus Technology edge coaters, available from your ColorPlus product dealer, Notes 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 ColoiPlus 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 smoothColorPlus products primed panel recommended For ColorPlus panel applications that require fasteners in the field, it is acceptable to use touch-up over fasteners for Cedarmill and Stucco panel only, but correct touch-up application is important. Some colors may show touch-up when applied over fasteners. Trim is recommended to cover joints when appropriate. PAINTING J MES IARDIE", SIDING AND TRIM PRODUCTS WITH COLOPPI..US" TE HNOLOGY 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, oil/alkyd base paint; or powder coating on James Hardie' Products Apply finish coat in accordance with paint manufacturers written instructions regarding coverage, application methods, and application temperature RECOGNITION: to accordance vdth ICC-ES Evaluation Report ESR-1844. HardiePanolR vertical siding is recognized as a suitable alter ate to that specified h the 2006,2009, & 2012 International Residential Code for Ono and Tivo- Family Dvrellirgs and the 2006, 2009, & 20121ntemationat Building Code. HardiePaml vertical silting is also recognized for an licallon in the following: City of Los Angeles Research Repert No. 24862, State of Flonda listing FL#889, Dade County Florida NOA No. 02-0729.02, U.S: Dept of HUD Materials Release 1263c, Texas Department of insurance Product Evaluation EC 23; Cily cef New York MEA 223-93-M, and California DSA PA-019 these documents should also be consulted for additional fnfonnation conceming the suitabitity of,this product for specific applications, C 2013 James Hardie Building Products. All rights reserved. Additional Installation InfOrmatiOn; TM, 5M, and 0 denote trademarks or registered trademarks of James Hardielechnology Limited p , is a registered Warranties, and Warnings are available at lr e trademark of James Hardie Technology Limited. www.jameshardie.com Lot] HS1236 - P3/3 6/1'3 horida Building Code Online https://www.floridabuilding.org/pr/pr_app dtLaspx?paramwGEVX.- E i s z'MM BCIS Home Log in User Registration Hot Topics Submit Surcharge Stats &. facts Publications FBC Staff BC IS Site Map. Links Search 1 i'fi i 109k, Product Approval USER: Public User P Qd i_cg ri 't—le u > Search > ,p,ali at<,nn,L { > -Application Detail g I FL # FL12194-117 Application Type. Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory" Compliance Method Aluminum Coils, Inc. 5001 West Knox Street Tampa, FL 33634, 813) 249-9743 grahman@aluminumcoiisinc.com Gareth Rahman grahman@aluminumcoilsinc.com Paul Frost 5001 West Knox Street Tampa, FL 33634 813)249-9742 PFrost@alumi.numcoilsinc.com Panel.Walls Soffits 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 PRiConstruction Materials Technologies, LLC Quality Assurance Contract Expiation Date 06/19/2020 Validated By Locke Bowden P.E. Validation Checklist - Hardcopy Received Certificate of independence FLi.2.L94 R7 CC)I ALC FBC Evalr}atlon,RPporC Q4_:T4 SoffitsEOn !Lpo Referenced Standard and Year (of Standard) Standard year AAMA 1402 2009 Equivalence of Product Standards Certified By 1 of 2 4/ 13/2018, 7T37 AM, Florida Building Code Online e https://www.floridabui lding..org/pr/pr_app_dtl.aspx?parain=wGFV X... Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval" Date Approved Method 1 Option D 12/15/201.7 12/15/2017 12/20/2017 02/13/2018 FL # j Model, Number or Name` Description 12194.1 j Alumunum Coils Aluminum Soffit Aluminum soffit panels Limits of Use Installation Instructions Approved for use in HVHZ: No FL12194 87 I..I ALC15001 A20^17 FBC Evaluation_Rep?>grt Approved for use outside HVHZ: Yes Q4 T4 Saffiu Finai.df Impact Resistant: N/A Verified By' Zachary R. Priest PE-74021 Design Pressure: 4-80/-90 Created by Independent Third Party: Yes Other: See; Evaluation Report for limits of use. Evaluation Reports FL12_1_94,_R7 AE_ALC150 1.4 2017 FBC Etialuailen Ftepr;)t f24 T4_Sof its Finn ..pdf j Created by Independent Third Party: Yes r—, i Back; Nextj it cS.U_s :: Z601 Blsilr._Sio_Rfl Llodp,_7ailahasee EL 323y$ Fhone tiSU-4&7-1$24. The State of Florida is an AAJEEp ern pFuyer. I;gRytjghj.2_QQ7>5 [.E-.of floridd.. :: f'nvdCY_Sldtem.Enf :: ALcessMity..S.tatement ::,Refund 5l:a.teme9S under Florida law, email addresses are pubic. records. IF youdonot want youre-mail address released In response to a..public-records request, do not send electronic mail to this ehtlry. Instead; contact the office by phone or by kradtional mail: If you have any questions, please contact 850:487.1395: 'pursuant to Section 455.275( 1), Florida Statutes, effective October 1, 2012, licensees • licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication will the licensee.. However email addresses are. public record. If you do not wish to supply a personal address, please provide the Department with an email addresswhich can be made available to the publ[: To. determine if you are a licensee under Chapter 455, F.S., please click herg: Product Approval Accepts: Credit Carl Safe a 2 of 2 4/13/20181, 7:37 AM r j Xi, , Certificate of Authorization No. 29824CREEK17520EdinburghDr' E R. Tampa, FL 33647 TECHNICAL SERVICES, LLB (813) 48.0 3421 i EVALUATION REPORT FLORIDA BUILDING CODE 6r" EDITION ,(2017) Manufacturer: ALUMINUM COILS; INC. Issued December 14, 2017` 500.1 West Knox Street Taripa, FL 33634 813) 249-9743 Wirw.alum inum coilsinc,corn; Manufacturing: Tampa, Ft Quality, Assurance: PRI Construction Materials Technologies (OUA9110) SCOPE: . Category: Panel Walls Subcategory: Soffits i Code Sections, 1404.5.1, 1709.10 i Properties, • Wind Resistance REFERENCES: Entity Report No, Standard Year Certified Testing Laboratories (TST1577) GTLA 1847W AAMA 1402 2000 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 1462 2009 PRI Construction MaterialsTechnologies (TST5878) ACIX-008-02-01 AAMA 1402 2009 1;_ tMITATIONS 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 i minimum load resistance for the project requirements: 7. All products listed in this report shall be -manufactured under a quality assurance. program incompliance with Rule 61G20-3_ ALC15001. 4 FL12194-R7 Page 1 of This evaluation report is provided for State of Florida product,'approval under, Rule 6112120-3. The manufacturer shaii.notify CREEK Technical Services;. LLC,o€ 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 specificaliyaddressed herein: ALUMINUM COILS, INCCREEKillTkCHNICALSERVJCES, LLC s offits PRODUCT DESCRIPTIONS 3/8" F-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum F-channel See Appendix D for dimension drawings. 318" JI-Channel Preformed nominal 0.016 inch thick, 3105 H-14 aluminum J-channel. See Appendix D for dimension drawings, Fascia Preformed nominal 0:0197inch thick, 3105 H-14 aluminum fascia. See AppendixD for dimension drawings. 16" Q4 Soffit Preformed nominal 00135-inch thick, 3105 H-14 aluminum soffit panels provided in 16 inch sections. The reported net free ventilation areas are 22.3in2/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, Ir" FULL VrFir.. G". CENTER VENT 16" SOLID PANEr,. 12" T4; Soffit Preformed nominal 0,0135-inch thick, 3105 1-1=14 aluminum soffit panels provided in 12 inch sections. The reported net free ventilation areas are 12.5 in2/linft. for the 'full vent configuration and 4.2 in2llin.ft. for the 'center vent" configuration. See Appendix D for dimension drawings. 12" FULL VENT 1 Z C FL1 12" SOLI, Q_P&UU of 3 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3, The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. Thlsevaluation report - does not express nor imply warranty;; installation, recommended use, or other product attributes that are not specifically addressed herein: J ALUMINUM COILS, INCJ1CREEKSoffits TECHNICAL 1R' ICE-!3, L;L. . COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6,h Edition (2017) as evidenced in the referenced documents submitted by the named; manufacturer. 0 RY R. A try G'Z'P G E •2017.12.14 No 74021 " 16:21:34 05 r0( 3 STATE OF w C}''•: Zachary R. Priest, P.E. aORi G ter' Florida Registration No. 74W1 ONAy ,kN Organization No ANE9641 r CERTIFICATION OF INDEPENDENCE CREEK Technical Services, 'LLC does not have, nor will it acquire, a financial interest in any company manufacturing or, distributing products under this evaluation. CREEK Technical Services, LLC is not owned,; operated; or controlled by any company manufacturing or distributing products under this evaluation. ZacharyR. 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. i 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 (4pages) j ALC15001. 4 FL12194 R7Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK i Technical Services, - LLCof 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 specificallyaddressed herein. ALUMINUM COILS, INCCREEKSoffits m Tr7 HNICAL SERVICES, LiL, Appendix A APPROVEDSYSTEMS'. The following notes shall be observed when using the assembly tables below. 1. Maximum Design pressures (MDF) were calculated using a 1.5:1 margin of safety per FBC Section 1404.5.1. 2. Refer to LWITATIoNs and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLATION section of this report for installation detail when the information is not explicitly stated for the selected assembly. 4. The on=center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system. 5. Unless otherwise specified, the Wood substrate shall be minimum No. 2 SPF (S. G. = 0.42) 2x lumber. Substrate attachment shall be designed by others in accordance with FBC requirements' to meet the minimum design requirements for the project. 6. Unless otherwise specified,, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance' with FBC requirements to meet the minimum design requirements for the project. 7. Typical fastening details are as follows; a. 12" T4;Soffit— 12=inch o.c. Fastener Fastener Location Location' b. 12"'T4 Soffit — 4-inch o'.c. Fastener Fastener Fastener Fastener Location Location Location Location c. 16" 04 Soffit— 16-inch o.c. Fastener Loc Lion Fastener Location ALG15001. 4 FL12194-R7' Page 1 of'11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shallnotifyCREEK 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: z CREEK. TECHNICAL SERVICES, LLC d. 16" Q4 Soffit — 8-inch c.c. Fastener Loc tion Fastener Location Fastener ALUMINUM COILS, INC Soffits AppendixA Approved System Numbers and Definitions I0. 5J8,# A proved 'Systems 'for 10.5=inch Soffit Span with J-Channel :at Wall and Eave 12F-# Approved Systems for 12-inch Soffit Span with F-Channel and Fascia Cap': 12J- r Approved Sstems for'12=inch Soffits an with J-Channel. and -Fascia Cap 12JJ4 A roved'S stems for 12anch Soffits an with J=Channel at Wall and Eave 14'SJJ-#, Appiroved S stems for 14.5-inch Soffit Spin with J-Channel at Wall and Eave 16F-# Ap roved.S stems for 16-inch Soffit Span with F-Channel and Fascia Ca 46J-# Ap roved Systems for 16-inch Soffit Span with J-Channel and Fascia Ca 16JJ-#A A roved Systems for,16-inch'Soffit Span with J-Channel at Wall and Eave 22.51, 1-# Approved Systems foc22.5-inch Soffit Span with J-Channel at Wall and Eave 24F-# Approved Systems for 24-inch;Soffit .Span with F-Channel and Fascia Ca 24J4 Ap roved 'S stems for 24-inchrSoffit Span with J-Channel andFasciaCa 24JJ-# I Approved Systems for24-inch Soffit Span with J'-Channel at Wall and Eave Approved Systems for Maximum 1:05-inch Soffit Span with J-Channe.l 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 1-inch leg staples, in Three (3) 18 ga.1/4-inch crown 1-inch leg staples in Max. diamond pattern spaced 24oinch o. c. securing diamond pattern spaced 24-inch o.c. securing 10,5471 16 inch Wood J-Channel to joists; One (1) ga.1/4- inch crownx aeg stapa Wood J-Channel to joists; 59.8 th J-Channel c located in the horizontal legoftheJ-Channel spaced One (1) 18 ga.1/4-inch crown x-1-inch leg staples located 12-inch o:c: in the horizontal leg of the J-Channel spaced 1.27inch o.c. ALC15001.4 FL12194-R7 Page 2,:of 11 This evaluation report is provided for State of Florida product:approval-under Rule 61:G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality: assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty; installation, recommended use, or other Yoduct attributes that are not sp ecifically pecifically 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 Wail Connection Eave Connection System Panel MDP No. Width psf) Substrate f-Channel Substrate PaneiAttachrnent Fascia Cap Attachment Attachment Max. One (1) min. 3/8-inch head dia. nail„ One (1) min. 318 x 318-inch crown One (1) min. 1 314-inch long 0.072-inch dia. x min: 3/16- 12F-1 16-inch Wood min. 1.25-inch embedment spaced' Wood staple spaced 16-inch o.c. inch head dia. trim nail 40. 24-inch o.c. spaced 36-inch c.c. One (1) 14 ga. 5/8-inch long T nail or One (1) min. 1 314-inch long x 12F-2 Max: Masonry 9 ga., min. 5/8-inch long Stub Nail Wood One (1) min. 318 x 318-inch crown 0.072-inch dia. x min. 3116- 40 16Anch with 3/8-inch diameter head spaced staple spaced 16-inch o.c. inch head dia. trim nail 8-inch o.c. spaced 364nch o:c. Max. Three (3) min. 314-inch x 114-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 0 072-inch dia. x min. 114-inch 48 12F-3 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8 inch o:c. head dia. trip nail spaced48- 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 314-inch x 1/4-inch One (1) min. 1 3/4-inch long.x 12F 4 Max. Masonry 9 ga., min. 5/8-inch tong Stub Nail Wood crown staple spaced 8 inch o.c: 0.072-inch. dia. x min. 114-inch 48 16-inch with 3/8-inch 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 Maximum12-inch Soffit Span with J-Channel and Fascia Cap Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate J-Channel Attachment Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Three (3) min. 3/4- inch x 1/4'-inch crown One (1) min. #8 x 1/2-inch One (1) min 3/4-inch.x One (1) min. 1 3/4-inch long,x 12J 1 Max: Wood staples in diamond long x 318-inch head diameter Wood 1/4-inspaced: ch crown staple 0.072-inch dia..x min. 1/4-inch 48 16-inch pattern spaced 24- screw spaced 16Anch o.c. space8-inch o.c. 8inhead dia. trip nail spaced:48- 64.2 inch o.c. connecting soffit to-J=Channel inch o.c. ALC15001, 4 FL12194-R7 Page 3 of 1 i 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 implywarranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Approved Systems for (Maximum 124nch Soffit Span with J-Channel of Wall and Eave: Wall Connection Eave Connection System Panel ,' MDP No. Width Pst7 Substrate, J=Channel Substrate J-Channel . Attachment. Attachment . Three (3) 18'ga 1/4-inch'crown x 1-inch leg'staples in Three (3) 18`ga.1/4-inch crown x 1-inch 'leg staples in diamond pattern spaced 24-inch o.c, securing; diamond pattern spaced 12-inch o,c. securing 12JJ'>1 Max. Wood J-Channel,to joists; Wood J-Channel to fascia; 70 16. -inch One 1 1 8 ga.1/4-inch crown-x 1=inch'leg staplesO One (1) 18 ga.1/4-inch crown x 1=irich leg staple securing.__ fib ; located in the horzontal leg of. the J-Channel spaced the nailer of each female lock or spaced16-inch o.c. 124ich o,c, securing each panel lap, ; Approved Systems for 14.5-inch Soffit Span with J-Channel at Wail and Eave Wall Connection Eave Connection System Panel MDP No: Width Psf) Substrate J-Channel Substrate J-Channel Attachment Attachment Three (3),1,8 ga.I14-inch crown x 1-inch leg staples in diamond pattern spaced 24-inch, o.c; securing Three (3),18,ga.1/4-inch crown 1-inct leg staples in h/ax. J-Channel to joists diamond pattern spaced 24-inch o.c: securing 14;5JJ-1 16-inch Wood One (1)" 18'ga.1f44ch crown x 1-inch.leg staples Wood J-Channel to joists; 43.3 located in the horizontal leg_of'the J-Channel spaced One (1) 18 ga.1144nch crown x 1=inch leg staples located 12-inch 6,c. in the horizontal leg of the J-Channel spaced 1.2-inch o.c. Fa TF_cH?-V,CAL SF_RViCES,. LLC COILS, lNC 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 I Substrate F-Channel Attachment Substrate Panel. Attachment Fascia Cap Attachment One (1) 14 ga, 5/8-Inch long T nail or One (1) 18 ga. 114-inch crown x One (1) min. 1. 75-inch x Ding diameter 16F-1 Max. Masonry 9 ga., min. 5/8-inch long Stub Nail Wood 1 -inch leg staple spaced max. finishing pinch min. .3116- 53.3 12-inch. with 3/8-inch diameter head spaced 4-inch o.c. and. securing each inch head spaced I max, 8-inch o.c. panel lap 12-inch-o.c,__ Three (3) 18 ga. 1/4-inch crown x 1 - One (1) 18 ga. 114-inch crown x One (1). min. I . 75-inch x 0.072-inch diameter 1617-2 Max 12-inch Wood inch leg staples in diamond pattern Wood 1-inch leg staple spaced max. 4-inch o.c. and securing each finishing nail with min. 3116- 53.3 spaced 116-inch o,c. panel lap inch head spaced 12-inch o.c. One (1) 14 ga. 5/8-inch long T nail or One (1) min 318-inch x 318-inch One (1) min. 1 3/4-inch long 16F-3 Max. 16-inGh Masonry 9 ga., min. 5/8-inch long Stub Nail with 3/8-inch diameter head spaced Wood crown staple spaced 16-inch x 0.072 inch dia. x min. 3/16-inch head dia. trim nail 25.6 8-Inch o:c, O.C. spaced 36-inch o.c. Max. One (1) 3/8-inchhead dia. nail, min. One (1) min 3/8-inch x 318-inch One (1) min. I 3/4-inch long x 0.072 inch dia. x min. 16F-4 16-inch Wood 1,25-inch embedment spaced 24- Wood crown staple spaced 16-inch 3/16-inch head dia. trinri nail 25.6 inch c.c. OX. spaced 36-inch o.c. One (1) min. 1 3/4-inch long Max, Three (3) min. 314-inch x 114-inch One (1) Tin 3/4-inch,x 114-inch x 0 .072-inch dia. x min. 1/4- 27 16F-5 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. 1 inch head dia, trip nail 36.1 spaced 24-inch o.c. spaced 48Anch o.c. One (1) 14 ga. 5/8-inch, long T nail or One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 0,072-inch diameter 16F-6 Max. Masonry 9 ga,, min. 518-inch long Stub Nail Wood 1-inch leg staple spaced 4-inchII finishing nail with min. 3/16- 43.3 16-inch with 3/8-inch diameter head spaced o. c. an d securing each panel inch head spaced 8-inch o.c. lap 16-inch o.'c. One (1) 18 ga.1/4 inch crown x One (1) min. 1.75-inch x 16F-7 Max. Wood Three (3) 18 gaAA-inch crown x 1- inch legsstaplesin diamond pattern Wood 1-inch leg staple spaced 4-inch 0, 072-inch diameter finishing nail with min. 3/16- 43.3 16- inch spaced 16-inch o,c. o.c. and securing each panel lap,. inch head spaced 16- inch o.c. ALC15001, 4 FL1 2194 1 R7 Page 5 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3, The: manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this, report is valid, This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Approved, Systems for Maximum 16-inch Soffit Span with J-Channel and Fascia Cap , Wall Connection Eave Connection System Panel MDP No: Width psQ Substrate J-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3).min. 3/4-inch x 1i4-inch One'(1) min. 1 314-inch 16J-1 Max. Wood crown."staples in diamond pattern Wood One (1) min 314-inch x"1/4-inch long x 0.072-inch dia. x 23.6' 16 inch spaced 24-inch crown staple spaced 8-inch o c. min. 1/4-inch head dia. trip 31.4 nail spaced '48-inch,o.c Approved Systems for Maximum 16-inch Soffit Span with J-Channe! 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.114-inch crown'x 1-inch leg staples in diamond pattern spaced 24-inch o c:securing Three (3) 18 ga.1/4-inch crown x 1-inch leg'staples inMax, 16JJ-1 16;=inch Wood J-Channel to joists; One (1) 18 ga.1/4-inch crown x 1-inch leg staples Wood diamond pattern spaced 8-inch o.c. securing i32.7 , located in the horizontal leg of the J-Channel spaced J,Gliannel to fascia 12-inch.o:ct Three (3) 18 ga:114-inch crown x 1-inch sleg staples in' Three (3) 18;ga 114-inch crown. x 1-inch leg staples in diamond pattem,spaced 24-inchro.c. securing diamond pattern spaced 12-inch o.c. securing 16JJ-2 Max. Wood J-Channel to joists Wood` J-Channel to fascia; 43.3 167inch One (1) 18 ga.114-inch crown x 1-inch leg staples One (1) 18 ga.1/4-inch crown x 17inch leg staple securing 33.3 located in`the -horizontal leg of the J-Channel spaced the nailer of each female lock -or spaced 16-inch o:c.. 12-inch oc. 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 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. s TECHNICAL SERVICES, L,i_. 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 Attachment Panel Attachment Substrate J-Channel Attachment Three (3) 18 ga.1f4-inch crown x One (1) 18 ga.1/4-inch crown`x Three (3) 18 ga.1/4-inch crown 1-inch leg staples in diamond 1-inch leg staple securing the nailer x 1-inch leg staples in diamond pattern spaced 24-inch o:c. of each female lock or spaced 16- pattern spaced 24 inch o.c. 22.5JJ-1 Max. Wood securing J-Channel to joists; inch o.c, securing each panel lap Wood securing J-Channel to joists; 42.1 16-inch One (1) 18 ga.14-inch crown x; One (1) 18 ga.1/4-inch crown x 1-inch leg staples located in the One ,(1).min. 1.75=inch x 0.072-inch 1-inch leg staples located in the horizontal leg of the J-Channel diameter finishing nail with min. horizontal leg of the J-Channel spaced 12-inch o.c: 3116-inch: headspaced spaced 12-inch o.c. 4- inch o-:c. Approved Systems for Maximum 24-inch Soffit Span with F-Channel and Fascia Cap Wall - Connection Center Connection Eave Connection System Panel MDP No. Width Psti Substrate F- Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment., AttachmentOne ( 1) 18 ga.1/4-inch Nominal 1x2 crown 1-inch leg Three ( 3) 1.8 ga.114- No. 2 S`(P anchored to staple spaced 12- inch o.c. securing One (1) 18 ga1l4- One (1) min. 1.75-inch x 24F-.1 Max. Wood" inch crown x 1-inch leg staples in rafter with one each panel lap Wood inch crown x 1-inch 0.072- inch diameter finishing nail with min. 80 12- inch diamond pattern 1)min. 2.25- inch x 7d ring One (1) min. 1 75 inch leg staple spaced 8= inch O. C. 3/16- inch head spaced 90 spaced 16- inch o.c. shank Waif x 0.072-inch diameter 12-inch o,c.. 24-inch o.c. finishing nail with min. 3/16- inch head spaced 4-inch o.c. 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 24-inch.Soffit Span with F-Channel and Fascia Cap WallConnection, Center.Connection, Eave.Conner-tion System Panel RDP No. Width W Substrate: F-Channel B atten Panel Atta chment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced One (1) min. 1.5- No.2 SYP 12-inch.c.c. securing One (1) 18 ga. 114- One (1) min. 1.75-inch x Max inch x 11 ga. anchored to each panel lap inch crown x 1-inch 0.012-indhdiinl6fer' 80 241F-2 12-Inch Wood smoothshank rafter with one Wood leg staple spaced 8- finishing. nail with min. 76.6 roofing nail spaced 1) 7d x 2.25- One 1) min. 1.75-inch inch o.c. 3/16-inch head spaced 16-inch o.c. inch ring shank x 0.0727inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min, 3/16-inch head spaced 44ch o.c: One (1) 18 gaA/4-inch crown x 1 -inch leg One (1} 14 ga. 518- Nominal 1x2 staple spaced inch long T nail or 9 No.2 SYP I . 112-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch I Max ga., min, 5/8-inch anchoredored to each, panel lap inch crown x 1-inch 0.072-inch diameter 80 2417-3 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. 3116-inch head spaced head spaced 8 -inch inch ring shank x-O 072-inch diameter 12 -inch o.c. O.C. nail 24-inch o.c. finishing nail with min. 3M 6-inch head spaced 4-inch o.c; One (1) 18 gaA144nch crown x. I -inch leg Nominal 1x2 staple securing the No.2 SYP nailer of each, flem ale, Three (3) 18 ga.114- anchored to lock or spaced One (1) 18 ga. 114= 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 16-inch Wood legsstaplesin 1), min. 2.25- each panel lap Wood leg staple spaced 8- finishingnail with min. 60 diamond pattern inch x 7d ring. inch o. c. and securing 3/16-inch.head spaced spaced 1& inch o.c. shank nail One (1) min. 1.757inch each panel lap 1.6-inch o.c. 24-inGh. o.c, x 0.. 072-inch diameter finishing nail with min 3116-inch head spaced I 4- inch o.i ALC 15001. 4 FU 2194-R7 Page 8 of 11 This evaluation report is provided for State of Florida.product approval under,Rule 6IG20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration.for which this report is valid. This evaluation report does not express nor,impiy warranty.jnstall6tion, recommended use, or other product attributes that are,not specifically addressedhereiln. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for Maximum 24-inch Soffit Span with F-Channel and Fascia Cap Wall Connection Center Connection Eave Connection System Panel MDP No, Width psf) Substrate F-Channel Attachiment Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1) 18 ga.1/4-inch crown x 1 -inch leg staple securing the Nominal 1x2 nailer of each female One (1) min. 1.5- No.2 SYP lock or spaced One (1) 18 ga. 114- One (1) min. 1.75-inch x Max: inch x 11 ga. anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 4.80 24F-5 Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min, 16-inch roofing nail spaced 1): 7d x 2.25- inch o.c..and securing 3/16rinch head spaced 60 16-inch o.c. inch ring shank One (1) min. 1.75.-inch each panel lap 164nch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga. 1 14-inch crown x 1 -inch leg staple securing the One (1) 14 ga. 5/8- Nominal 1x2 nailer of each female inch long T nail or 9 No.2 SYP lock or spaced One (1) 18 ga. 1/4- One. (1) min. 1.76-inch x Max ga., min. 5/8-inch anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 80 2417-6 16-inch Masonry long Stub Nail with rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 60 318-inch diameter 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced head spaced 8-inch inch ring shank One (1) min; 1.75-inch each panel lap 16-inch o.c. O.C. nail 24-inch o:c. x 0.072-inch diameter finishing nail with min. 3116-inch head spaced 4-inch o,c, ALC1 5001A FL12194-R7 Page 9 of 11 This evaluation report is provided for State of Florida product, approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report: does not express nor imply warranty, installation,, recommended use, or other product attributes that are not specifically addressed herein. i l i CREEK 1- iEClft iiCAt —SERVICES,i I-C ALUMINUM'CpILS, 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 MQP No. Width psf) Batten J-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Nominal 1x2 No.2 SYP scabbed between rafters with One (1) 18 ga.1/4- one (1) min. 2.25- inch crown x 1-inch Nominal 1x2 inch x 7d ring shank leg staple spaced No.2 SYP Three (3) 18 nail straight -nailed 12-inch o.c.. anchored to ga.1/4-inch crown through the rafter securing each panel One (1) 18 ga. One (1) min. 1.75-inch Max.. rafter with one x 1'-inch leg into`the end of the lap inch crown X.1 -inch x 0 072-inch diameter 24J-1 12-inch 1) min. 2.25 staples indiamondleg flatten or two (2) Woodfinishing staplespacednaitwith min.` t 60 inch x7d. ring pattern spaced.16= min. 2.25-inch x 7d One (1) min. 175- 8-inch o:c. 3/16-inch head.spaced shank" nail inch o.c. ring.:shank,nails toe- inch.x 0.072anch 12-inch o:c. 24= inch o.c: nailed on either side diamete finishing of the batten at nail with. min. 3/16- each batten/rafter inch head spaced intersection. Max. 4-inch o.c. rafter spacing is 24- inch o.c. . Nominal 1x2 No.2 SYP scabbed One (1) 18 ga.1/47 between rafters.with inch crown x 1-inch. one ( 1) min: 2.25- leg staple securing Nominal lx2 inch:x 7d ring -shank the nailer of each No: 2 SYP Three (3) 18 nail straight -nailed female lock or One ( 1) 18 ga. Y, anchored to ga.1/4-inch crown through the rafter spaced .1 6-inch o.,c. inch crown x 1-inch One (1) min. 1.75=inch. Max: rafter with one x 1-inch leg into the end ofthe or securing each panel leg staple spaced" x 0.072 inch diameter 24J- 2 1. 6-inch 1) min. 2.25- staples in diamond batten two (2)` lap. Wood Nnch o.c. and finishing nail with min. 53.3 inch x 7d ring pattern spaced.16- min. 2.25-inch"x_7d securing each panel 3/ 16-inch head spaced shank nail inch o.c. ring shank Waits toe- One (1) min 1:75- lap, 16 inoh o.c. 24- inch o:c. - nailed on:either side inch x 0.072-inch ofthe batteneat diameter' finishing` each batten/rafter nail with min. 3/16- intersection. Max. inch head spaced., rafter spacing:is 4-inch o.c. 24- inch o.c. ALC15001. 4 FL12194-R7 - - P_age 10.of`I I This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Servicesi LLC of any product changes or quality, assumnee 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 f TECHNICAL SERVICES, LL C ALUMINUM COILS, INC Soffits Appendix A Approved Systems for Maximum 24-inch Soffit Span.with J-Channel at Wall and Eave Wall Connection Center Connection Eave Connection System Panel MDP No. Width psfl Substrate J-Channel Attachment Panel Attachment Substrate J-Channel Attachment Three (3) 18 ga.1 /4-inch crown x One (1) 18 ga.114-inch crown x 1-inch 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 1-inch leg staples in diamond 24JJ-1 Max. Wood' securing J-Channei to joists; inch o.c. securing each panel lap Wood pattern spaced 8-inch o.c. 43.5 16-inch One (1) 18 ga.1/4-inch crown x securing1-inch leg staples located in the One (1) min. 1'.75-inch x 0,072-inch J-Channel to fascia horizontal leg of the J-Channel diameter finishing nail with min, spaced 12-inch o.c. 3116-inch head spaced 4-inch o.c. Three (3) 18 ga.114-inch crown One (1) 18 ga.114-inch crown x Three (3) 18 ga.114-inch crown n1-inch leg staples in diamond 1-inch leg staple securing the nailer x 1-inch leg staples in diamond pattern. spaced 24-inch. oaced. to of each female lock or spaced 16- pattern spaced 12-inch o.c. Max.securing J-Channel joists; inch o.c. securing each panel lap securing J-Channel to fascia; 53.3 24JJ''-2 16-inch Wood One (1) .18 ga.1/4-inch crown x One (1) min. T.754ch x 0.072-inch Wood'; One (1) 18 ga.114-inch crown x. 1-inch leg staple securing the 44.4 1-inch leg staples located in the horizontal leg of the J-Channel diameter finishing nail with min. nailer of each female jock. or spaced 12-inch o.c.. 3116-inch head spaced spaced 16-inch-o.c. securing 4-inch,o.c. each panel tap. ALC1-5001.4 FL1.2194-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. System No. Installation Detail 18azi 1 A" x 1" staples '4" o x. max OPEN P. FTER - C93 rnonii' Patten V 4 sr slapies I2 o.e. rna: t rr C 10:5JJ-1 & Detail 14.5JJ-1 1ga., 1J"a_d 1 uqa., t iq 1` stales 24" ca c, rear,. 0yt ' staples 2A at, Max Diamond, Patten 18cga IA"x1., staple 12"-o_g Max Olarr€ond"'Patter Detail A ALC150014 FL12194-R7 This.evaluation report is provided for State of Florida product approval under Rule 61G20=3. The` manufacturer shall notify CREEK Technical Services, LLC' o E quality:assurance changes throughout the duration for which this report is valid., This evaluation report does not express nor imply warranty, installation,rrec product attributes that are not specifically addressed herein,: 12F-1 '& 12F-2 No_ Installation Detail i. Fv11N.318" HEAD DIA. NAIL, MIN. 1 25" EMSENDMENT SPACED 24" O:C, FORWOOD SUBSTRATES IAJ V. 1'4GA T-NA!L OR i IN1 9GA STUB NAI_ WITH 3;3"'HEAD D A . MIN, 5fS" EF IEEDMEN l SPACED S O.C. FOR MASONRY SUBSTRATES. FASCIA SLIPBOAR l r- FASCIA TRIM T SOFFITMAX, 12'dNCH SPAN F" CHANNEL I AH FASCIA LIP 1/4„ STAPLE SOFFIT TO ASC IA BOARD #T50 8" X• 3/8" STAPLE 16" O.C. S, S 1 3/4' TRIM' NAIL MIN, 5 NAILS PER 12' PIECE IA_ DETAIL ALUMINUM COILS, INC' soffits Appendix B ALC15001. 4 FL12194-R7 Page 2 of`1:9 Thisevaluationreport 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, L L ARE ALUMINUM COILS, INC' Soffits Appendix. B System No. Installation Detail i r/ 3's:E"'' ` SOFFIT STAPLE. OPEN RAFTER DIAMOND PATTERN 3/41 X 1l4a 1DETAILCROWNSTAPLESt USING A. DIAMOND.. —_—.-3/8' BET`I"1 srAa%cs PATTERN FACIA BOARD i 1 FASCIA CAP 12F-3 CIA BOARD3/4' X i /4' CROWN4NAIL. 1STAPLE8' ON CENTER P' F' 1-3/4" TRIM NAILINSTALLEbCHANNELCANBEPAINTEDS.S. 48' FASCIA; CAPWITHTHEO.C. NAILING FLANGE UP €!R " X 1/4" SOFFIT- DOWN STAPLE ln3X. 12inr--h [ ar, WN WOOD SOFFIT J SUBSTRATE SOFFIT & FASCIA DETAIL ALC15001.4 FL12194-R7 Page 3 of 19 This evaluation"reportis provided for State of Florida product approval under Rule 61`G20-3. The manufacturer shall notify -CREEK Technical Services, LLC of any changes or quality, assurance changes throughout the duration for which this report is valid. This evaluationreport does not express nor imply warranty', installation, recommended :use, or other pfoduct' attnbutes that are -not specifically addressedherein. CRE,E TECHNICAL SERVICES, LLC ALUMINUM COILS, INC soffits Appendix B System No. Installation. Detail NIIN. itGA T-NAIL OR MIN. 9GA. STUB NAIL WITH 313"'HEAD DIA.. MIN, 513" EMBEDMENT SPACED S' O.C. FOR MASONRY SUBSTRATES. FASCIA SLIT' BOARD FASCIA TRIM 12F-4 m 1- SOFFIT MAX. 12-INCH SPAN FACIA BOARD F" CHANNEL 1-3f4" TRIM NAIL PAINTED S.S: FASCIA CAP 3f4" x 1/4" CROWN STAPLEFiI SOFFIT SOFFIT & FASCIA DETAIL ALC15001.4 FL1I2194-R7 Page 4 of 19 This evaluation report is provided for State of Floridaproduct approval under Rule 61G20-3. The manufacturer shall notify 'CREEK Technical Services, LLC of any product changesor quality assurance changes throughoutthe duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed' herein, System No, Installation Detail OPEN RAFTER 7 3/4" X 1/4" CROWN STAPLE fa . PISS STAPLE DIAMOND PATTERN. FACIA BOARD a -- `' DETAIL 3/4"'X 1/4- CROWN > STAPLE "24" ON CENTER USING A DIAMOND PATTERN FASCIA CAP 12J-1 ri—CHANNEL 3/4° X 1/4" CROWN 8" FACIA BOARDi-3/4" TRIM NAIL 1-3/Rf" TRIM NAIL) STAPLE ON CENTER PAINTED S.S. r c ed r'o r i r: t PAINTED S.S. 48" s_th a73 S . CkA CAP 3: a Z;r.Cri, 3/4" X 1/4" e , CROWN STAPLE SOFFIT" max, 6,1,,.?dS SOFFIT Wood OR BLOCK SOFFIT & FASCIA SaBSTRATE% DETAIL t CREEK TECHNICAL- Vlr-F- . L.L ALUMINUM COILS, INC Soffits' Appendix B. System No. Installation Detail 13ga, If4*'xV staples 24" o C, max- aPc+ P. a "Diarnond` Palten case staples 1:" o c_ma , 12JJ-1 & 16JJ-2 3lu SV,41)les 2-4' Q.t. Max I 1 / Diamond" Patten Dcfm e slaptes l c r'r'Iax Diamond' Paden t staples In hoaranFt ai leg of "Pr i +le lap r, t J-rhafill e{ Geiait . ALC15001. 4 _ FL12194-R7 Page 6 of 19 This evaluation report is provided for State of Florida product approval under Role 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: System No, . Installation Detail 4•,.~ - .. .. i s` h tF HaA,D'+ + I _FASCIA .BOARD FASCIA CAP OPEN RAFTER. -=C y - h I 16F-1 a .4Ga s- MW14 6 FASCIA BOARDOR 4 I SOFFIT' & FASCIA 16F-6 u. DETAIL LAP; REFER - To SOFFIT 6 FASUA DETAIL SPAN i MASflHRY---`' I SUBSTRATE ALC15003 4. FL 2194=R7 Page 7 of 19 l Thisevaluation "report is providedfor State of Florida` product approval under Rule 61 G2O-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. I I System No. Installation Detail MIN. 31&'HEAD DIA. NAIL, MIN. 1.25" EMBENDMENT SPACED 24" O.C. FOR WOOD SUBSTRATES. MIN. 14GA T-NAIL OR MIN, 9GA, STue NAIL WITH 318" HEAD DIA., MIN. 5/8" EMBEDMENT SPACED S" O.C. FOR MASONRY SUBSTRATES. FASCIA SLIP BOARD FASCIA TRIM 16F-3 &. 16F-4 SOFFIT F" CHANNEL STAPLE SOFFIT TO X FASCIA BOARD #T50 3/8" X 3/8" STAPLE 11 16 O.C. FASCIA I.IP 1/4" L_PAINJED S.S. 1. 3/4" TRIM NAIL MIN: 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALUMINUM'COILS, INC Soffits Appendix B ALC15001.4 FI_12194-R7 Page 8 of 19 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3- The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. System No. Installation Detail f 1 ti SOFFIT :STAPLEOPENRAFTER1STAPLES DIAMOND PATTERN3/4^ X 1/4^ I i` i D FTAI LCROWNSTAPLES USING A DIAMOND 1 _ ,, ,.sara' 9ETVEENIII STAPLES ,!. PATTERN FAClA BOARD > !' FASCIA CAP 16F,=5 3/4" X 1/4^ CROWN FACW BOARD STAPLE "8" ON CENTER 1-3/4""TRIM NAILLF- 1-3/4^ TRIM NAIL PA€NTED; S:S. CHANNEL CAN BE PAINTED S.S. 48" . FASCIA CAPINSTALLEDWITHTHEO'C. NAILING FLANGE UP OR 3/4" X 1 /4" OYtiN CROWN STAPLE SOFFIT— 7 •:. G xc kt man WOOD SOFFIT SUBSTRATE SOFFIT & FASCIA DETAIL ALC15001 4. ,; FL1I2194-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'lhe iuration for which this report is valid. This evaivation.report does not express nor imply warranty, installation; recommended use, or other product attributes, that are not specifically, addressed herein. 99 i 2 ALUMINUM COILS, INC soffits Appendix B' System No, Installation detail 1W U NG X -OW12 Di r''A I n 1-V, ;T ,pi3„ IIE ,C f A FASCIA BOARO= FASCIA CAP E SCFFIT, I a. tJ 5 rFLc. UEN RAFTER FASCIA-30ARO 16F-2 & awac1 t rtac A7 E.tc SOFFIT & FAS[iA. 16F-7 DETAIL i , 11 FASCIA CAP. REFER. i '0 SOFFIT 3 FASCIA' CHAtiN&. OETAIi. 1' altA"„ Orrl »'; l. - Bra' ',,, 3. yi SPAN MASONRY SUBSTRAX CIatT Ord" F;13CE1 . ALC15001:A FLI2194-R7 Page 10 of 19 This evaluation report is provided for State of Florida, product approval under Rule 61G20-& 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 speeifrcaily addressed herein. CREEK TECHNICAL SERVIC s, LL_C ALUMINUM COILS, INC Soffits" Appendix B System No. Installation Detail OPEN :RAFTER ,,o.• 3(E 3/4" X 1/4" CROWN STAPLE 015T SOFFIT STAPLE FACIA BOARS - DIAMOND PATTERN DETAIL 3/4 X 1/4" CROWN STAPLE "24` ON CENTER USING A DIAMOND PATTERN FASCIA CAP 16J-1 3/4" X 1/4- CROWN FACIA BOARD STAPLE "8" ON CENTER 1-3/4" TRIM NAIL J—CHANNEL 1-3f4" TRIM NAIL PAINTED S:S. PAINTED S.S. 48" FASCIA CAP O.C, 3/4" X 1/4" CROWN STAPLE St3MT-mar.. iF inch spa:1.. SOFFIT WOOD .OR BLOCK SOFFIT & FASCIA SUBSTRATE D ETAI L ALC15001.4, FL12194-R7 Page 11 of 19 This evaluation;report is provided for State of Florida product approval under Rule 61G20-3- The manufacturer shall notify CREEK Technical Services, LLC of any productchanges, 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:addressedherein: ALUMINUM COILS, INCCREEKSoffits TECHNICAL SERVICES, LLB Appendix B System No. Installation Detail 1Sua., 14"x1" slapies 24" o,c. M;,;- Diamond' Patten staples 1-.?" 0.c. ma"'. i 3 11j 4 j^ i• f l y" 1-Chant et E etail8 16JJ-1, 18cga., Ii4 x 1" 3N' -- _ staples 24' o.c. rnat: 1 @ga 1f4' x 1' 7 --• i} i staples 9" 0'c: maz v 'Diamond" Patten Diamond" Patten s rr J-Channel -- l Iifi wl 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 addressedherein. Sysfern No. Installation Detail 1Sga V4"S`1" staples c max. Diamond- Patlen 1 ega.. lit' x 9" staples 12' J..G.. til.3K 4 f ' 1. 18 ga , 1'4' x 1" stapes. max and 1 3,4" Lon£ Y t272" Dia Trim f_C'ha-f'iriel Nails with ','16" Head 4" 31 22.5JJ-1 c.c max Cetr ts-e l8g^ 114"x1" 18ya , 114 i' slaple_. 24" o;C Max j{V staples `24" r c ma'x. f- P Ctzamand` matters j I F J 15g lt4"x'3" f staples 1 :'" a.e max DamonCr' Patten Detail A ALC15001.4 FL12194-R7 Page 13 of 19 s 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 productchanges or quality assuial ce 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 at that arepot specifically addressed herein: CREEK 110-11-1 TECF*41CAl SFRvic,—vs, LLC ALUMINUM COILS, INC Soffits Appendix 8 System No. Installation Detail I j" TRIM NAIL FASCIA 60ARO PAINTED 5,5. CRDWH STAPLES USING A DIAMOND k FASCIA CAP SOFFIT PATTERN; REFER TO C'4OWN STAPLE SOFFIT STAPLE DIAMONG PATTERN DETAIL I TRIM NAIL — `FASCIA BOARD PAINTED SS, SOFFIT & FASCIA 241F71. & DETAIL 24F-4 CROWN STAPLE '1-1—,, AS0A CAP; REFER TO SOFFIT & FASCIA DETAIL Nominal V'x2" SYP Anchored to F-CHANNEL Batten SOFFIT; MAX. 24" Rafters .4h on. Id Ri'lg Shank Nail at every Rafter WOOD SOFFIT STAPLE I I OWINO PATTERN ALCI5001:4 FL121947,R7 Page 14 of 19 This evaluation report is provided for State of Florida;product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this, report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. System No Installation Detail. 7" TRG"1 NAIL ` FASCIA BOARD PAINTED SS. !! I + SMOOTH SHANK (. ~ t'`;- (, t ' i +-FASCIA..[AP' 5OFFR7 - q.:CROWN STAPLE 24F-2 & 24 F-5 F-C' WOOD -. SUB! BOARD SOFFIT & FASCIA DETAIL CAP: REFER FIT S. FASCIA CREEK TECHNICAL SERVICES,.LLC ALUMINUM COILS, INC Soffits Appendix 8 System No. Installation Detail 1 t" TRIM NAIL. ,-FASCIA BOARD PAINTED SS, CAP146AT-NAILS FASCIA SOFFIT 1-4- CROWN STAPLE I TRU1 NAIL--- FASCIA BOARD PAInTEO S.S. SOFFIT & FASCIA OETAIL 24F-3 & 2417-6 CROWN ST PLE FASCIA CAP; :REFER TO SOFFIT &FASCIA DETAIL NaM nat 1"x2' SYP eaff'n An(hved to SOFFIT; MAX. 24" F-CHANNEL Rdter5with one 7d Ring Shank Nail at every Ratler MASONRY - ALC1 5001.4 FI-12194-R7 Page 16of 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. System No. Installation Detail 1 =' TRIM NAIL FASCIA BOARD PAINTED CROWN STAPLES A; 'o., `-. --FASCIAiAP PATTSOFFA DIAMOND " - , ", " SDFFIT jUSINGA_ i REFER TO `:. IT STAPLE CANTILEVERED i"xj" CROWN STAPLE BiAMONO+PATTERN ., '+„ RAFTER: DETAIL. \\ •, L. _, _..._.I. FASCIA: BOARD SOFFIT & FASCIA t t" TRIM _NAIL _ 24J-1 PAINTED S.S. DETAIL 24J-2 ( l J.'q CROWN STAPLE FASCIA CAP, REFER TO 50rrIT & FASCIADETAIL 3:. apR_!mal 7 a 'YF btte... - 8 i Scabbedal=tra;g trta ed X..T4" rs and SOFFIT -MA. - 3/8'\ 3-Ct;ANNEi t cu 3 r,lh me () 7a, ang through the rnhot 7t `ovie end WOOD SUBSTRATE at ;h batten or two (2) 7d _ --- Ting shank narls.tb_-nadea on erther side 4t It+e battern at the" batten='after ntersecMn 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 ISIG20-31 The manufacturer shall notify CREEK Technical Services, LLC of any product- changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not'express nor imply warranty, installation, recommended use, or other product attributes: that are not specifically addressed herein: i CREEK TEms. HNICAL SERVICES1 LLC ALUMINUM COILS, INC soffits Appendix B System No. Installation Detail may staples24" 0'(1, , OPEN R-FTER "Diamond" Patten V staples 12" o'c max B A 1. c,c, max and 1: 31141 Lomi x 072" Dia Trlt-'. H?. fls wilh IOFi` Heo:fl rLc. M@'X I 24JJ-1 Djarnond' Patten 189a- I ' W' 41" staples 14o.c. max J-Ch- a Dejmtr.A annel 0 may, ALC15001.4 FL12194-R7 Page 18 of 19 This evaluation report is, provided for State of Florida product approval under Rule 6IG20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. WCREEKTIECHNICALSERVICES,LLIC ALUMINLJM.,COILS, INC. Soffits Appendik B System No. Installation Detail 18 9a ., 114" x V staples 24'o,c. max OPEN.PATTER Di,amand". F atten: 1 Oda', 114'x I" ST staples 12' o.c. max R A 4 1 114" x I " Staples 16" ;.c, max and 13,14' Long x 072" Dia Trim, Neils with 31iG` HeM D.0 max I 24JJ-2 Diamond" Patten 18ga;,1114"x1" staples 24"o-c. max J-Ghannel DetNil a 18ga,, staples irot, rr)ax Diamond"Patten 18 ga., 114"x 1 staples in horzontal __j leg offernale lap J-Ohartnel _j Delafl A ALC 15001.4 FL12194-R7 Page 19 of 19 This evaluation.report is provided for State . of Florida product approval under Rule 61 G 20 -3: The manufacturer shall notify CREEK Technical Services, LLC of any product changes or qualify 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. 1 ALUMINUM COILS, INC fCREEKSoffits !INTECHNICALSERVicEs. LL.C' Appendix C DESIGN WIND LOADS The following tables provide design wind loads for components and cladding in accordance with Section 1609 of the FBC and ASCE 7-1`0 under the following. provisions: 1. Wind speeds for risk category I, II, III, and IV buildings shall be as defined in Section 1609 of the FBC. 2. Exposure B, C, and D shall be as defined in section 1609 of the FBC. 3. Design wind loads are provided, only for walls/soffits with a mean roof height less than or equal to 60-ft. 4. All.calculations are based on an effective wind area of 10-ft2 or less. 5. Topographic factors such as escarpments or hills have been excluded from the analysis.. 6. Wind directionality. factor, Ka = 0.85 7. Vwt is shown in the tables below. _ Design pressures are multiplied by 0.6 in. accordance with Section 1609.1.3 of the FBC.. 8. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional. 9`. Zones 4 and 5 shall be defined as shown below. Dimension "a" shall be 10% of the least:horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 3-ft. ALC15001,4 FL12194-R7 Page I 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. ALUMINUM COILS, INC Soffits Appendix C 20 16.9. 19.8 2Z9 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 37.0 42.2 46 8 30 16.9 19:8 22:9 26.3 30.0 33.8 37 9 42.2 46.8 4 40 18.8 21:5 24.9 28.6 32.5 36.7 41.2 45.9 50.8. 50 19.5 22.9 265 30.5 34.7 39.1 43.9 48.9 541 Enclosed 60 20`5 240 278 32;0 36.4 41.1 46 0 51.3 56.8' Negative 20 20.8 24:4 28.3 32.5 37.0 41.7` 46.8 52.1 57.8 Loads) 25 20:8 24:4 28.3 32.5 37.0 41.7 46:8 52:1 57.8 30 20.8 24:4 28:3 32.5 37.0 41.7 46:8 52.1 57.8' 5 40 22:6 26.5 30.7 35.3 40.1 45.3 50.8 56`6 62.7 50 24.1 28.2 32.8 37.6 42.8 48.3 54,1 60.3 66.8 60 25.3 29.6 34:4 39.5 44.9 50:7 56.8 63.3 70.1 20, 10.& 12.7 14.7 16.9 19 2 213 24.3 27.1 30.0 25 10:8; 12.7 14.7 16.9 1.9.2 21.7 24.3 27.1 30.0 30 10:8 12 7 14.7 16.9 19.2 21.7 24:3 27.1 30.0 4 40 11.7 13.8 16.0 18.3 20.8 235 264 29.4 32.5 50 12.5' 14:7 17.0 19.5 22,2 25.1 281 31„3'• 34.7 Enclosed 60 13.1 15:4 17.8 20.5 23.8 26.3 29.5 32.9 36.4 positive 20 10:8 12.7 14.7 16.9 192 21:7 24:3 27.1 30:0 Loads) 25 10.8 123 14.7 16.9 19:2 21.7 24,3 27A 30.0 .. 30 10.8 12.7" 14.1 16.9 19.2 21.7 24.3 27.1 80:0 5 40 11.7 13:8 16.0 18.3 20.8 23.5 26.4 1 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: 263 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 Technics Services, LLC of any product.changes or quality assurance changes throughout the: duration for which this report is valid. This evaluation report does not express. nor imply` warranty; installation, recommended use,, or other product attributes that are not specifically addressed herein. t CREEK TECHNICAL SERVICES, LL ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure C Building Type Zone Mean Roof -'• Hei ht ft Basic Wind Speed mph) 120 130 140 150,' 160 170 180 190. 200 20 21.7 25:4 29.5 33.8 38.5 43.5 48.7 54.3 60.2 25 22.6 26.6 30.8 35.4 40.2 45.4 50:9 56.7 62.3 30 23.6 27.7 32.1 36.9 41.9 47.3 53.1 59.1 65.5 4 40 25.0 29.4 34;1 39.1 44.5 50.2 56.3 62.7 69.5 50 26.2, 30.8 35.7 41.0 46.6 52.6 59.0 65.8 72.9 Enclosed 60 27.2 319 37.0 42.5 48.3 54.6 61.2 68.2 75.5 Negative 20 26.7 31 A 36A 41.8 47.5 53.7 60.2 67.0 74.3 Loads) 25 27.9 82:8 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 65.5 730 80.9 5 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 67A 75.5 84.2 93.2 20 13`9 16.3` 18.9` 217 24.7 27.9 31.2' 34.8" 38.5 25 14.5 17.0 19.7 22.6' 25.8 29.1 3Z6 36.3 40.3 30 15.1 17.7 20.6 23.6 26, 9 30.3 34.0 37.9 42.0 4 40' 16.0 18:8 21.8 25.1 28:5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29,9 1 337 37.8 42.1 46.7 Enclosed 60 17.4 20:5` 23.7 27.2 31.0 35.0 39:2 43.7 48.4 Positive 20 13.9 16.3 18.9 21.7 24.7 27.9 312 34.8 38.5 Loads) 25 14.5 17,0° 19.7 22.6 25.8 29.1 32.6- 36.3 40.3 30. 15.1 17.7 20.6" 23:6 26:9 30.3 34?0 37.9 42.0 5 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 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 i ALC15001 A FL121.94-R7 Page 3 of 4 i This evaluation. report is provided for State of Florida product approval under Rule 61 G20-3 The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration, for which this report is valid. This evaluation' report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ALUMINUM COILS., INC Soffits Appendix C n,etl m rc _ 20 26.0 30.5 35A 40-6 46.2 52-2 _ 58.5 65.2`• 72.2 25 27.0- 31.6 36.7 42.1 47.9 54.1 60 6 67.6' 74.9, 30 27.9 32.8 38.0 43.6 49 6 56.0 62.8 70.0 77.5 4 40 29.4 34.5 40 0 45.9 52.2 58,9 66:1 73.6. 81:6 50 30-6 35.9 41.6 47.8 54.3' 61.3 68 8 76.6 Enclosed 60 31.5 37.`0 42.9 49.3 5& 1 63:3 70:9 79.0 87.6 Negative Loads)" 20 32-A 37.7. 43.7 50.1 57.0 64.4 72.2 80.4 89.1 25. 33.3 391 45.3 52.0 59.2 66,8 74.9 83.4 92.4 30 34.5: 40'4 46 9 53.8 61.3 69.2 77.5 86.4 95.7 5 40 _ 362 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 1 -94.6 104.8 60 38:9 45.7 53.0 60.8' 69.2 78.1 87 6 97.6 108.1 20 16.7' ` 19.5' 22.7 26.0 29:6 33.4 37Z 41.7 46.3 . . 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9% 43.3 48.0 30 17.9 21.0 24.3 27;9 31.8 35.9 40.2 44.8 49.7 4 40 18:8 22.1 25:6 29A 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 Enclosed 60 20.2 23.7 27.5 31.6 35.9 40:5 45:4' 50.6 56.1 Positive Loads) 20 16.7' 19.5 22.7 26.0 296 33.4 37.5 41.7 463 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 5 40 188 22.1 25.6 29.4 33.4 3T8 4223 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 393 44.1 49.1 54.4' 60 20.2 23.7 27.5 31.6 35.9 40 5 45.4 50 %5 56.1' ALC15001;4 FL12194-R7 Page 4 of 4 This evaluation reportis 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. tl I i tl e r - CREEK TECHNICAL SERvicEs, LLC 3/8" F-Channel 3/8" 11 3/4" — 318" J-Channel ISOMETRIC VIEW 3/8" PROFILE ALUMINUM COILS, INC Soffits Appendix D 1/8" HEM 3/ . 4" ISOMETRIC VIEW 318" PRMLE ALC15001.4 FL12194-R7 Page 1 of 4 This evaluation report is provided for State of Florida, product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product ' changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor, imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ALUMINUM COILS, INCCREEKSoffits TECHNICAL SERVICES, L.L. Appendix D Fascia 1/8" ,HEM 5 3/4 1/4„ 4 7/8" 6"FASCIA 7" BLANK ISOMETRIC VIEW ALC1:5001 A 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., F- I CREEK TECHNICAL SERVICEs... LLC 16" Q4 Soffit 1 18' BLANK 3 / 8 PROFILE ALUMINUM COILS, INC soffits Appendix D ALC15001A FL12194-R7 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use,, or other product. attributes that are not specifically addressed herein. 1/2" CREEK. TECHNICAL SERVICES, ILLC 12" T4 Soffit 3 1/81, 778" _ 3 1/8" 5/16" - 1/2 3/L" 1/8" 13.75" BLANK 3/8 PROFILE G _,, L!25-TYP ALUMINUM COILS, 'INC _ Soffits Appendix D' 112 Y 3 1 D 0- C END OF REPORT ALC15001;4 FL12194,R7 Page 4 of 4 _ This evaluation reportlis,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 doesnotexpress nor imply warranty, installation,. recomrnended:use, or other product: attributes that are.not specifically, addressed herein: Florida .Building Code Online i https://www.floridabLlildiilg.org/pr,/lir app_dl:l.aspx?paran-i=-vvGEVX... i t Pim" R »} 1 f'364z F1 Ni Via. SCIS'Home : - Log In User Reglstr tlon Hot Topks Subnik Surcharge Stats & Facts Publications ! rBC Staff BCIS Site Map i Links Search bProduct Approval USER: Public User 'pc, ,,.. P odd q Aiiprti ar Me_"w > r!A.g!,'ct_ac A1 7;s:.,3 gn "7r;q ch-> applrcntinn, l.nt > Application Detail_ pll f F 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).49672800 Ext200 rmetzOO1@tampabay.rr.com Robert Metz rmetzOO1@tampabay.rr.com Bob Metz REMCO'of Pinellas 456 Avila Circle NE Saint Petersburg, FL 33703 727) 776-5261 rmetzOO1@tampabay.rr.com Don Shaw IKO Industries LTD 120 Hay Rd. Wilmington, DE:19808 717)579-6706 don.shaw@iko.com Roofing Asphalt Shingles Certification Mark or Listing FM Approvals - CER Locke Bowden P.E. Validation Checklist-"Harcicopy Received Standard ASTM D3161 modified to 110'mph ASTM D3462 ASTM D7158 Class H ASTM E108 Year 2016 2010, 2011 2011 1 of 3 4/13/201.8. 7;4 AT1 , Florida Building Code Online ht(ps:/lwww.floridabuilding.org/pr/pr app_dtl.aspx?param,=wCrEVX... Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 10/08/M17 DateValidated 10/30/2017 Date Pending FBC Approval bate Approved 11/01/2017 summary of Products l ..... FL # Model,'Number or Name Description 7006. 1 Cambridge, Cambridge HD, Laminated architectural fiberglass asphalt shingle Biltmore and Biltmore HD manufactured atIKO's Kankakee, IL; Hawkesbury, Ont.; Wilmington, DE Sylacauga,AL and Toronto, Ont. plants Limits of Use l Certification Agency Certificate j: Approved foe use in HVHZ: Yes I FL7006 R10 C_ CAC._Letter A iL•1D31 it Getter i Approved for use outside HVHZ: Yes: 26-2017} frur r FM pdf Impact Resistant. N/A FL7006R10 C CAC Letter ASTM t73462Jeirei.:.- Design Pressure: N/A f9 6 20I7}f: Other: FL7006_,R10 C_:QAQ-1 etti r A31h1 E108_,lotter_ tJ- 26-2.017}.Adf: Quality Assurance Contract Expiration Date j 12/31/2020 Installation Instructions rL7o0s R10 II.:.;1Kq iH7 02 1_ tt lier [nstallai0n TnStructions forfBC FL7006 pdf Verified By: DucT Nguyen 65034, Created by Independent Third: Party:' No Evaluation'. Reports Created by Independent Third Party:. 7006. 2 Hip and Ridge 12 Cap This is a 12" x 12" fiberglass asphalt shingle used to cover the hip,and/or ridge of an asphalt shingle roof system l manufactured at,IKO's Kankakee, IL, Toronto, Ont. and Brampton,. Ontaro plants. Y LimitsofUse: Certification A9enc Certificate Approved for use in HVHZ: Yes FL7D05W RiD e cAC F#S M, D 446... , Shinglt.lett;er Approved for use outside HVHZ: Yes` Survelllan„e Aridlt LoSarTg n , (6_2£4 2017) df Impact Resistant: N/A FL100fi ttiD C__CAC Letter ASTTM D3161lettei_-, Design Pressure: N/AZQ17} from f M pdf. Other: FLj005_ R10 C,. CAC letter ,ASTM D346Fleft a i j E I I i i 7006. 3 Leading Edge Plus Asphalt Shingle Starter Strip Limits of Use Approved for use: in HVHZ: Yes Approved for use outside HVHZ:"Yes. Impact Resistant: N/ A Design Pressure: N/ A 9 26 :2. 017) pdf. Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions rL70Q_¢_ RY I1. ± o Gar LRirlgc La.p Sh ngle,,,Tnstallat gn In t; Uc, ttgns.' FL7006 RiQ,ll TKO ].87:Q2 OL_Lettel_Installation InstruCtlarts for FB FL7JO.b pdt 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 FL7006 R10;_ C CAC Letter ASTi`h_D3161. letter' @„L6 2017} fraiin Ff l pelf - -- FL7006_R1.0 C CAC Letts ASTM i)346;Z;_leuer_..-. j 2 Of'' 3 i 4113/2018; 7: 41 AM Florida Building Code Online lhttps://www.floridabuilding.org/pr/pr app_citl.aspx?paraiii=wG1 VX... i Other: 1006,4 ! Marathon Plus AR, Superglass Plus AR Limits of Use Approved for use in HVHZ1 Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: FL7006 RIO C;:._CAC _Letter - ASTPt E7Q8_lette ...: 9.-2_f_,-2017_pcif Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions f17ot)6 R10 1 1Kp 67--02-07. 1 titter Installation Ins'ni< lone for FBC„FL'70i76 pdf FL70(}6 R10.._I.:t_Roafing-Products_-Leading-Edge-Plus Application Verified By: ,Duc T Nguyen PE 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 3 tab fiberglass asphalt shingle manufactured at IKO's j Brampton, Ontario, Hawkesbury Ont., Toronto, Ont. I Sylacauga, AL and Kanakakee, IL plants I Certification Agency Certificate FI.7006R10 C_CAC Letter AST,M D3161,letter - F Q9_-Z6:2017), from FM,pdf I Ct 7nnA 01 n r t AI ufi ar _ ACIW rl'E all ioitf r tf Pr - Quality Assurance Contract Expiration Date 12/ 20/2020 Installation Instructions fI Laa6_R10_II_.-I KO ],?7.-02 01_,Lett?r, _lr?stallatipn Ins { urklnns fa _FBC Ft.7006.Ddf Verified By:,Duc T Nguyen 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: Bade Ne rt( Cgntact Us- 2601 Blair Stone Road.: Tallahassee FL 32399 Phone 8 - 87-1834 The State of Florkla is an AA/EEO employee Qopynght 2007=2t113.State. of Florida:::. ariv,ryy 5tacement.: r&xessio ritVSta[ement :¢.Refuntl. StatemgnC Under Florida law, email addresses are public records. If you do not want your e-mail addressreleased in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you haveany questions, please contact 850,487,1395. --Pursuant to Section 455.275(1), Florida Statutes, elective October 1, 2012, licensees: licensed under Chapter 455, F;S, must provide the Department with an email address ff they have one. The emails pro'vkied may be used for official Communication with the licensee. However email addresses are public record. If you. do not wish to supply'a personal address_, please provide the Department with an email address which can be made available tothepublic. To determineif you are a licensee under Chapter 455, F.S., please click here . Product Approval Acceptsi Credit Card Safe 3 of 3 L. 4/ 13/2018, 7: 41 AM M 3 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:compieted based on the receipt of following evidence from IKO Industries, Ltd: 1) IKO Shingle Application Instructions —3-Tab Shingles EN-3Tab Appins_8AGXEFS-2012-11_'reformatted'2013-d2-rev07/13-Florida) 2) IKO Laminated Shingles Application Instructions EN -Laminated' Appins_8TTEFS-2012-04_reformatted 201`3-02-rey07/13-Florida) 3) IKOHip and Ridge 12.Application Instructions EN- HipandRidge12_3HRTri-2013-08_reformatted 2013-08) 4) IKO Leading.Edge Plus Shingle Application Instructions EN- 3LEP-Tri-2012-06_reformatted 2013-03) 5) ASTM D3161 Test Report (FM Approvals Project No. 3040947) The attached instructions should be used in.conjunctionwith the published manufacturer's application instructions and applicable code. In the event the instructions conflict, these instructions shall govern. Statement of Independence: PRI Construction Materials Technologies and/or DocT. 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: f / j` >„, Signed; Brad Grzyboski Duc T.° u en _ Managing Dfrector Florida Rdglsieregc ProfessionalLEngi eer P.E. Number. 65034 Date: October 21, 2017 Dater October27, 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 I K0- 18 %-02-01 PW Conslnic8on Materials Technologies, LLG: 6412 Badger Drive Tampa, FL 33610 Tel: 813-621-5777 Fax: 613-621.5840 e-mail`. matedalstesUng@pdcmt.com WebSite: http:l/wwy+,pncmLcom IKO Installation Instructions for Asphalt Shingles Page 2 of 5 IIrC® 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 undedayme,nt 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 T-vr j,' y—- _ r SEALING9TR',P a ... • ® ®. .......7. w G. I;a v2/ ` 1 j 1 A NAILS t 3 NAILS iY DO NOT NAIL INTO OR ABOVE THE SEALING STRIP PRI Constnrction Materials Technologies; LLC. 6412 Badger Drive Tampa, FL 33610 Tel: 813-621-5777 Fax: 813-621-5840 e-mail: materialstesting@pdcmt.com WebSite: http:/Avww.pdcml.com IKO InstallationInstructions for Asphalt Shingles Page 3 of 5 11"( 0. L-minated 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. EVEN_ T THE INSTRUCTION CONFLICT, THESE INSTRUCTIONS WILL GOVERN. ROOF DECK: ,Solidly sheathed and fastened deck conforming to2017 FBC. UNbERLAYMENT: 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 underlayme'nt conforming :to building code requirements, the first sheet overlapping the eave protection by 1'9" ,. followed by full 36" widths overlapping each preceding, course by 19" orotherApproved 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 318" diameter heads, long enough to penetrate through plywood or 3/4" into boards. Use 4,nails per shingle placed in the nail Fine 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> Forsteer) 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 jointicutout 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 5-7l8".1 6 31 NAILING - STEEP SLOPES APPLICATION Use six nails as showiv NAIL LINE PROPER APPLICATION REQUIRES THAT THE NAILS PENETRATE BOTH THE OVERLAY AND UNDERLAY PORTIONS OF THE SHINGLE PRI Construction Materials Technologies LLC. 6412 Badger Drive Tampa, FL 33610: Tel! 813.621-5777 Fax:'813-621-5M e-mail matedalstesGing@pricmtcom WebSite' http:#WMa.pdcmi.cem IKO Installation Instructions for Asphalt Shingles Page 4'of 5 IKO Hip. and Ridge 12 Application Instructions ASTM D3161; Class F - IKOHip 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 men) above the butt edge 1" (25 mm) in from each edge, exposing each piece 5 1/8" (130 men). 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 BEAPPLIED 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 ALLAPPLICABLE BUILDING CODES, MINIMUM PROPERTY STANDARDS, AND REQUIREMENTS PRIOR TO APPLYING THESE SHINGLES USING'. THESE_ APPLICATION INSTRUCTIONS. PEA CUT' PRI Construction Materials Technologies; LLG. 6412 Badger Drive Tampa, FL 33610 To!: 813-621 5777 Fax: 813-621-5840 e-mail: materialstesting@pricmt.com WelrSite:http:b+mv.pr{cmt:com. L KO Installation Instructions for 4 sphalt Shingles Page 5 of'5 IK0 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,WILLGOVERN. 1. Apply any underlayment, eave protection, -valley flashings, or drip edges to roof deck as required. 2. Each 39 3/8" x 13 1/4" (1000 mm.x, 3M mm) lKO Leading Edge Plus strip is. perforated lengthwise for separation into two (2) shingles. Take one I KO Leading Edge Plus strip and fold flat at perforation to separate. 3.Take one of the separated shingles 39 3/8" x 6 5/8" (1000 mm x 168 mm) and remove approximately 20"(500 mm), Install this shingle on the lower `left corner of the roof deck, granule side up; with the factory installed sealant adjacent to the eaves,. The shingle should overhang the rake edge and eaves by 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 mrn); 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. 6. Repeat Steps 3 — 4 for the right lower corner of the roof deck. NAILING-, Use galvanized (zinc coated) roofing nails, 11 or'12 gauge, with'at least 3/8" (9 mm)diameter'heads,'long enough to penetrate through plywood or`3/4" (20 Trim) 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 l/4" (6 mm) minimum. Fasten the shingles to the roof deck: with nails located 3" to.4" (75 mm to 100 mm)'from.the eave edge, 4 nails per shingle. 7. Apply roof shingles,as per the instructions printed on each product's package. Make certain the first' course of field shingle lies flush with the edges of the fastened IKO Leading Edge Plus. .In this way, the sealant on the IKO'Leading Edge Plus `shingles will adhere to the first -course: field shingles and help keep them from lifting in high'winds. PRI Construction Materials Technologies, LLC. 6412 Ranger Drive Tampa, FL 33610 - Tel: M-621-5777 Fax; 813-621-5840 e-mail: materialstesting@pricmt.com Web&iei httpi/Mnvar.pricmLcom o I i i Florida Building Coda Online https://www:floridabuild.ing.org/pr/pr_app_dtl.aspx?param wGEVX... t 9 "" " aC15 Home Log In ,User. Registration Hot 7opks Submit Surcharge ,Stats&.Facts E Publications i FBCStaff ; BCIS Site Map Links l Search Illlura ,y-- b Product Approval at USER: Public User pdu _, Apprnva! tlEriv > pf Odu .pr Ny.pi g(an Syr2 O > AW.iG3tjDa-USt.:. Application Detail nq FL # FL2346-R7 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Warrior Roofing Manufacturing Address/Phone/Email 3050 Warrior Road Tuscaloosa, AL 35404 205) 553-1734 Ezt 115 Steven@Wari,iorRoofing.net Authorized Signature Steven Crew Steven@WarriorRoofihg.net Technical Representative Steven Crew Address/Phone/Email 3050 Warrior Road Tuscaloosa, At 35404 205) 553-1734 Ext 1.024 Steven@VVarriorP,00firig.net Quality Assurance Representative Steven Crew Address/Phone/Email 3050 Warrior Road Tuscaloosa, AL 35404 205) 553-1734 Ext1074 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 10/05/2021 Validated By Jesus Gonzalez, P.E. Validation Checklist Hardcopy Received Certificate of Independence FL234...6,R7. CrJ1__f Ri CM7:._Cert of Independetice,.Pdf Referenced Standard and Year (of Standard) Standard ASTM D226 ASTM D4869 Year 2009 2016 Equivalence of Product Standards Certified By Approved Testing Lab Fi 2.)4C_._P7 F ll.v Ff3C_2L117 tandacdc Et!ivalency.,.P.df. l of 2 L- 4/13/2018, 7:44 AM llorida'B.uildingCode Online IItt sWwwwfloridabu ldiii org/ r/ r a dtl.as.Y't aram=wGEVX..,. P PP— P P I Product Approval Method Method Option Date Submitted 01/17/2018 Date Validated 01/17/2018 Date Pending F6C Approval 01/17/2018 Date Approved 04/10/2018 Summary of Products. FG# i Model,.Number or Name Description 2346. 11 #15 and #30 roofing felt ASTM D 226 Tested Limits of Use Installation. Instructions Approved for use in HVHZ: Yes FL2346_R7 II i 3stailai_ianins*ruct€on ,pf Approved for use outside HVH2: Yes Verified'By: PRI Construction Materials Technologies,:LLC Impact Resistant: N/A Test :Reports Design Pressure: N/A i ! 234_Ex R7 TR 15A nest'„Repot-t pdf Other: Primary roof covering should be Installed FL23+6 R7 TR'_ 30ATt st'P rt. f' I mmediately after felt. Roofing felt is not intended to be an. unprotected weathering surface. I 2346.2 j 15w and 30w roofing felt ASTM D 4869 Tested Limits of Use, Installation Instructions Approved for use in HVHZ: No i L234€_R7_I1wt,nstall,attonIn truction puff" Approved for use outside HVH2: Yes Verified By: PRI Construction Materials Tectinologfes; LLC IImpactResistantN/A Test Reports ' Design Pressure N/A FL7 46. R7 f1 15 v Test, Ric f ni t tjziF Other: Primary roof covering Should be installed R.2346 R7 TR_ 30vv lest Report;p .f I immediately after felt. 'Roofing felt is not intended to bean l unprotected weathering surface. Bade Next - Q. nkast iLS `::: z i.1;31r:SSAQB_84s"id,_Talirllldssee FL 323a9'P_hR[te,,B50.447. The State of Florida is an AA/EEO employer. (Q9pY7J1hk20Q2_Z0 3 State_of ftrida, ::.: PL1b—gyis ement :,.A ceSglttllitr.:.5.tate7nent •'`",fteha sL5IAletiie4k- Under Florda taw, -email addresses are public records. you do not maul to this entity. Instead;: contact the office by phone or by traditional 455. 275(1), Florida.5tatutes er, effectiveOctobi, 2012, Icensees ones The emaits provided may be used for official communication want your a -mall address released in response to a public -records request; do not send eiectronic - mail. if you haveany questions, please contact 851).487.1395. *Pursuant to.Sechon licensed under Chapter 455, f.S, must provide the: Department with anemai address if, they have. " with the licansee'..i-ioweve.r email addresses arepublic record: If you do'. not wish to Supply a _ personal address,: please provde the Department with -.an email address which can be made: available to the public. To determineif you are a -.licensee under Chapter 455, F.S.;: please click here. ProductApproval Accepts: .. Credit Carl 6 Site I WARRIOR& ROOFING MANUFACTURING P. 0- 8OX 40185 a TUSCALOOSA, AL 35404 * PHONE (2D5) 553-1734 * FAX (205)) 563-1755 r 1§3 LEROY ANDERSON ROAD a MONROE, GA 30655 • PHONE (770) 207.06n a FAX (770) 207-0775 Q 323 DEVELOPMENT AVENUE a CHAMBERSSURG; PA 17201 a PHONE (717) 709 0323 a FAX (717) 709-0027 Roofing Felt Installation Recommendations Be aware that roofing felt should not be walked upon prior to fastening into position. Proper safety equipment is recommended for all installations. Also, the roof decking, should be clear of debris and moisture prior to installation of the roofing felt.: Roofing felt should be installed from the bottom of the roof in horizontal layers to increase the water shedding ability of the felt. The initial'layer of felt should be installed to cover the bottom edge of the decking, front 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 rollthe 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 shouldalsobe fastened no less than every eight inches. Fasteners should be applied no Iess 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 Bold 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 mariner. 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 avalley, be certain to start at the bottom and overlap each subsequent . length a minimum of two inches as you move up. the valley to znsure proper water shedding. d Y E s d In the event some wrinkles are created while fastening down a course of felt, slice the wrinkles and fasten them flat to the deck. Then seal the cuts with waterproofing cement. Installation of the primary roof covering (ex. Shingles) is recommended immediately after feltinstallation. NOTE:' LOCAL BUILDING CODES MAY REQUIRE A DIFFERENT FASTENING PATTERN AND/OR SPECIFIC FASTENER TYPES THAN RECOMMENDED BY THESE INSTRUCTIONS. PLEASE CONTACT YOUR LOCAL BUILDING CODE. ADMINISTRATOR FOR THE EXISTENCE OF REGIONALLY SPECIFIC' FASTENING REQUIREMENTS. GENE CITY OF SANFORD NOV O 1 2018 BUILDING & FIRE PREVENTION PERMIT APPLICATION BY: — Application No: I -a% 09 Documented Construction Value: $ 4857.00 Job Address: 2325 Blue Grouse Lane Historic District: Yes No Parcel ID:17-20-31-502-0000-0560 Lot 56 Residential ® Commercial Type of Work: New ® Addition Alteration Repair Demo Change of Use Move Description of Work: Install new 2.5 ton HVAC with duct work Plan Review Contact Person: Paula Bagley Title: Permit Clerk Phone: 407-975-2762 Fax: 407-629-9307 Email: permitting@onestopcooling.com Property Owner Information Name Park Square Homes Phone: 407-529-3000 Street: 5200 Vineland Rd #100 Resident of property? : City, State Zip: Orlando, FL 32811 Contractor Information Name One Stop Cooling & Heating, LLC Phone: 407-975-2762 Street: 7225 Sandscove Court Fax:, 407-629-9307 City, State Zip: Winter Park FL 32792 State License No.: CAC 032444 Architect/Engineer Information Name: Street: City, St, Zip: Bonding Company: Address: Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit trust 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:.5th Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: in addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entitles 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 tithe 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 foreikoing information is accurate and that all work will be done in compliance with all applicable laws regulag t;,bnstructi on and tuning. ti i signature of Owner/Agent Date Print Owner/Agent's Name signature orNotary-State of Florida Date Kevin Stine Print Contractor/Agent's Name signature Date KELLYVEBSTER Notary Public • State of Florida Commission # FF978034 My Comm. Expires Apr 4, 2020 Owner/Agent is Personally Known to Me or Con tractor/A -i i s Produced ID Type of ID Produced ID Tyke of ID 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: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: Ame 30, 2015 Permit Application FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Page 3 Application Number . . . . . 18-00002909 Date 11/01/18 Property Address . . . . . . 2325 BLUE GROUSE LN Parcel Number . . 17.20.31.502-0000-0560 Application description . . . NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Permit . . . . . . MECHANICAL - NEW RESIDENTIAL Additional desc . . Phone Access Code 1085547 Permit pin number 1085547 Required Inspections Phone Insp Seq Insp# Code Description Initials Date 10 409 MHO1 MECHANICAL ROUGH IN 1000 410 MH02 MECHANICAL FINAL / / FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Application Number . . . . . 18-00002909 Date 11/01/18 Application pin number . . . 967353 Property Address . . . . . . 2325 BLUE GROUSE LN Parcel Number . . 17.20.31.502-0000-0560 Application type description NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Application valuation . . . . 274637 Application desc need noc Owner Contractor PARK SQUARE HOMES PARK SQUARE HOMES 5200 VINELAND RD SUITE 200 ORLANDO FL 32811 407) 529-3000 Structure Information 000 000----------- Construction Type . . . . . VB Occupancy Type . . . . . . RESIDENTIAL USE GROUP Flood Zone . . . . . . . . NONE Other struct info . . . . . ELEC - # AMPS 150.00 PLUMBING FIXTURES 17.00 NUMBER OF STORIES 2.00 SQUARE FOOTAGE 2553.00 Permit . . . . . . MECHANICAL - NEW RESIDENTIAL Additional desc . Phone Access Code 1085547 Permit pin number 1085547 Sub Contractor ONE STOP COOLING & HEATING INC Permit Fee . . . . 70.00 Issue Date . . . . 11/01/18 Valuation . . 4857 Expiration Date . . 4/30/19 Qty Unit Charge Per Extension BASE FEE 70.00 Special Notes and Comments All projects within the City shall use WastePro for debris removal. Please contact WastePro at 407.774.0800. Normal hours for inspections are from 7:30 through 4:30 Monday through Thursday. Please be aware you must contact the Building Official to schedule a Friday or after hours inspection. This is required since not every inspector is licensed to do every type inspection. Communication is the key, so please contact the Building Official if you have any questions at 407.688.5058 or at dave.aldrich@sanfordfl.gov Water impact fee $1343.00 Sewer impact fee $3025.00 Other Fees . . . . . . . . . 01-APPLCTN FEE -ELECTRIC 25.00 O1-APPLCTN FEE -BUILDING 25.00 O1-APPLCTN FEE -MECHANIC 25.00 O1-APPLCTN FEE -PLUMBING 25.00 O1-BLDG PLAN REVIEW 1050.00 02-CURB CUT/DRIVE - S/F 40.00 FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED. L , r CITY OF SANFOFkD BUILDING4' FIRE PREVENTION PERMIT APPLICATION fQ APplicatiHID. No: Documented Construction Value: f Historic District: Yes ;No Job.Address: Ut rz`i t,`a1 Residential Commercial Parcel Jl): Type, -of Work: New Addition Alteration Repair ElDemo 'Change of flse' move: 0. Description of Work: D Flan Review Contact person: Phone - Name Street-. Title: Fax: Email: propeltty Owner Infotmatiora Phone: . Residenfof property? City, State Zap:: Contractor Iriformatip i, ir' t$r,, i;7:;•) Phone: Name s 1 l y ( pax: city,' State Zip: State License No.: " Arch itectlEngineer Information Phone: - Name Fax; Street; E- mail:: City, St, Zip;; Bondt>< g Company: Nortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD OPCRTY. A. NOTICE OF COMME.NCEIlIE1VT MUS F COMKENCEMENT'NlAY RESULT IN YOUR PAYING TWICE FOR IMPROU.EMENTS TO YO RECORIIED" N6 POSTED ON THE JOB'SITE BEFORE THE FIRST INSPECTION: IT"YQU INTENH TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER .C)R AN ATTORNEY BEFORE I2IJCORDTNG YOUR NOTICE OF C0MN9.. ENCEMENT. ork of Application is.,heteby'made to obtain a permit to do.thll work rk nd i pristalerformed to mlailons ietstandardslofalllaws`regulatln installation constraction commenced prior to the issuance of a permit and that a in this jurisdiction. L understand that a separate p' rniit must be secured 'for electrical work, plu,mbing,, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, sFBC: 105.3 Shall be inscribed with the date :of application and the code.in, effect as of that date: 511 Edition (2014) Florida Building Cpdc Permit Application Revised; June 30, 2015 NOTICE:'In addition to the requirements of this permit, there.may`be additional restrictions applicable to this property that may be, found in"the publicre"cords of this county, and there may be additional"permits required frorn;other governmental entities such as water management district's, stateagencies, or federal agencies. " Acceptance of permit is verification, that I will notify the owner ofthe property of the requirement's of Florida Lien Law, FS,713. The City o"f Sanford requires .'payment of a plan review feeat.the ti'me of'permitsubmittal. A.copy of the"executed contraPt is required i ;order to calculate a plan,review•-charge and will be considered the estimated".construction "value of the fob at the time -of submittal. IZ' eactual construction value. will be fi ur-_ed blatedo the current ICC off Table in effect,at the time the permit is issued, in g, accordance with local ordinance. Should 'calculated g e executed contract exceed the actual construction value, credit will be,applied to your permit fees, when the permit isissued. 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 zoniaig. Sisnature ot'owner/Agent Date Sig ature o on for/Agent° Date . Print Owner/Agent's'Namo SignaturrofNotary- state of Florida Date' ctor/ Agent's._Name cnvA- Owner/ Agent is Personally Known to Me or Produced ID Type of IDS Contractor/ Agent is Personally Produced ; ID `" 'Type of ID BELOW IS FOR OFFICE USE 0Y Permits Required: Building Q Electrical Q Mechanical' PlumbingQ Gas Roof Construction, Type: Occupancy Us t FloodZone„ of Stories: Total'Sn Ft. of Bldg:: Min. C9ccupancy`Eoad: New Construction: Electric - # of Amps Plumbing - ofl+ixtures Fire Sprinkler 1'erTe'it: YesQ No Q # of Heads ` Fire Alarm Permit: Yes Q No APPROVALS: MNING: ENGINEERING, Cf MMENTS- UTII; TMS:, _ WASTEWATER. FIRE: BUIL` DINGS Permit Application' Revisedi June 30, 2015`