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HomeMy WebLinkAbout536 Red Rose Ln 18-1811; SFHCOUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100004 BUILDING APPLICATION #: 18-10000447 BUILDING PERMIT NUMBER: 18-10000447 DATE: May 07, 2018 IR- I?iI qv, UNIT ADDRESS: RED ROSE LANE 536 21-19-30-510-0000-2210 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: TAYLOR MORRISON OF FL INC ADDRESS: 2600 LAKE LUCIEN DRIVE SUITE 350 MAITLAND FL 32751 LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 536 RED ROSE LANE / THORNBROOKE PHASE 4 SFR FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS C07WIDE ORD Single Family Housing 705.00 1.000 dwl unit 705.00ROADS -COLLECTORS N/A Single Family Housing 00 1.000 dwl unit FIRE RESCUE N/A 00 LIBRARY CO•WIDE ORD 00 Single Family SCHOOLS Housing 54.00 1.000 dwl unit 54.00 Family CO -WIDE ORD Housing 5,000.00 1.000 dwl unit 51000.00PARKSN/A LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 5,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THESEMINOLECOUNTYROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE DATE ABOVE, BUT NO LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW 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AND SHOULD REFERENCE C , THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. 1( u THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE ParcellDNumber:: 2i-1`I-3o-Slo--o00-22 0 Prepared By Kim Carter and Taylor Morrison Homes Return To: 2600 Lake Lucien Drive, Suite 350 Maitland, FL 32751 NOTICE OF COMMENCEMENT. 1111111111111111111111111111111111111111 GRANT MALO; , SE OLE COUNTYCLERKOFCIRCUITCOURT & COMPTROLLERBY, 9113 Pu 3332 (leg S) CLERK'S : 20181142388 RECORDED 04/18/2018 09:44:21 AllRECORDINGFEES $10 0o RECORDED BY hdevurz State of Florida. County of Seminole. The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of property : LOT Legal Description : Thornbrooke Phase 4 according to the plat thereof, as recorded in Plat Book g) Page7()g1of the public records of Seminole County, Florida. Addresses : S 3 b RJ R 0Sc i.Ghc- Sanford FL 2. General description of improvements: Single Family Home 3. Owner information : Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751 4. Fee Simple Title Holder: N.A. 5. Contractor name and address: Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751 6. Surety: N.A. 7. Lender: N.A. 8. Persons within the State of Florida designated by the Owner upon whom notices or other documents may be served as provides by 713.13(1)(a)7., Florida Statutes: N.A. 9. In addition to himself, Owner designates the following to receive a copy of the Lienor's Notice as provided in 713.13(1)(b), Florida Statutes. N.A. 10. Expiration date of notice of commencement: One year from the date of recording. WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTENT TO OBTAIN FINANCING, CONSULT YOUR LENDER OT ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. 11. Date Signed : Signature of Owner's Agent: 00- 4/— JAn Asa Wright Taylor Morrison of Florid nc Sworn to and subscribed before me this by John Asa Wright who ' pS ally known to me. P' AFF 0 9 g' LvNctwr Notary Public DA Clark y A se` My commission expires: 6/27/19 , ;•'•• , Serial No. FF 209108 Notary Signature: 04 seal: AND- t CERTIFIED COPY ®rnto Section 92.525, Florida Statutes. Under penalties of perjury, I declare that I have read the CLERK OF THE CI fSlatefacts stated in it are true to the best of my knowledge and belief.AN PUTYAPR 18 2018 REQUIRED INSPECTION SEQUENCE TAYLOR MORRISON SFR -DETACHED Permit 9 BUILDING PERMIT Max Inspection Description Min Max Inspection Description 10 10 Form board / Foundation Survey 10 Temporary Underground Power TUG Slab / Mono Slab Pre our 20 1000 Lintel / Tie Beam / Fill / Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 30 50 Final Window 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 REVISED: June 2014 A Ail rcee• ELECTRICAL PERMIT Max Inspection Description Min Max Inspection Description 10 Electric Underground 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power TUG 30 Electric Rough 1000 Electric Final Min Max Inspection Description 10 PlumbingUnderground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final 1V)(ECHAIVIC•ALt'PE1tNIIT;. * - _ • +" - `-"'" Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final Adfiffihh!16 'P CITY OF SANFORD BUILDING & FIRE PREVENTION APR ( per OL • PERMIT APPLICATION j ryl J Application No: Documented Construction Value: $ Job Address: S 36 kk0 P OSA, LAW- Historic District: Yes No Parcel ID: 21'-19-30-C10 -0000- 12.10 Residential [5a Commercial Type of Work: New El Addition Alteration Repair Demo Change of Use Move Description of Work: NEW SINGLE FAMILY HOME - THORNEBROOK PHASEgI LOT NUMBER: 2 21 Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: re F. II -(r)' -II I '- II s Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Phone: Street: 151 SOUTHHALL LANE # 200 City, State Zip: MAITLAND FL 32751 407-629-0077 Resident of property? : Contractor Information Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Phone: 407-257-6940 Street: 151 SOUTHHALL LANE # 200 City, State Zip: Name: Street: City, St, Zip: _ MAITLAND FL 32751 Bonding Company: N/A Address: Fax: NO State License No.: CBC1257462 Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: N/A Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 511 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I 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. Zf= q 311r Signatur fOwner/Agent IDAte TAYLOR MORRISON OF FLORIDA INC Signature of 19otary-State of Florik Date ars D. A. CUM My nwlssm I FF 209108 EXPIRES: June 27, 2019 glnde0lAniBtiOatNoancurvbw Owner/Agent is yM Personally Known to Me or Produced ID N/A Type of ID Signature o ontractor/Agent Da JOHN ASA WRIGHT Print Contractor/ F s e y J1311f Signature jfoYrfaW&efflor1da Date D A CLAW W COWISSION I FF 20910e EXPIRES: ,lune 27 2019 Contractor/AgentSRES , q to Me or Produced ID NIA Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Er Electrical [jk' Mechanical a Plumbing© Gas Roof Construction Type: pis Occupancy Use: W25 Flood Zone: )(-15 E pt-Ci4U{i Total Sq Ft of Bldg: 3 Min. Occupancy Load: \ I # of Stories: New Construction: Electric - # of Amps (O Plumbing - # of Fixtures &5 Fire Sprinkler Permit: Yes No 5 # of Heads APPROVALS: ZONING: -/-/v UTILITIES: COMMENTS: ENGINEERING: \MTr- A-30-1$ FIRE: Ok to construct single family home with setbacks and impervious area shown on plan. ffnq -45,4 G. Fire Alarm Permit: Yes No WASTE WATER: BUILDING: 97 -(,3 1 - 18 Revised: June 30, 2015 Permit Application A - , CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: J I Documented Construction Value: S Z SS , 0 0 d. 0 d Job Address: 5 3b 41 R OSA, L siyo_ Historic District: Yes NoEa Parcel ID: VA 9-30-r10 -0000- 12- 10 Residential Q Commercial Type of Work: New El Addition Alteration Repair Demo Change of Use Move Description of Work: NEW SINGLE FAMILY HOME - THORNEBROOK PHASE y LOT NUMBER : 9-2.) Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC eMW 01--11 U7 ll 7111 Phone: 407-629-0077 Street: 151 SOUTHHALL LANE # 200 Resident of property? : NO City, State Zip: MAITLAND FL 32751 Contractor Information Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Street: 151 SOUTHHALL LANE # 200 Phone: 407-257-6940 Fax: City, State Zip: MAITLAND FL 32751 State License No.: CBC1257462 Architect/Engineer Information Name: Street: City, St, Zip: Bonding Company: N/A Address: Phone: Fax: E-mail: Mortgage Lender: N/A Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 511 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current 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. Signa f Owner/Agent IDIte TAYLOR MORRISON OF FLORIDA INC Print Owner/Agen ' e 3 Signature ofNotary-State of Fl,riil Date W MuiusslON t FF 209108 EXPIRES: June 27019 eora BmdeOIANBuB IHoprYBavhw Owner/Agent is IM Personally Known to Me or Produced ID N/A Type of ID 4ed q Signature o ontractor/Agent Dat JOHN ASA WRIGHT Print Contractor/ s e 1113/if signature of o fflorida Date D A CLARK Aly COAIMISSION0FF2091oo EXPIRES: June 27, 2019Contractor/Agent w Wftfa 2> mw to Me or Produced ID IIIA— 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: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Fire Alarm Permit: Yes No UTILITIES: 41-25 WASTEWATER: 9 BUILDING: Revised: lune 30, 2015 Permit Application P198177o' 1 City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: John Asa Wright Firm: Taylor Morrison of Florida, Inc. Address: 2600 Lake Lucien Drive City: Maitland State: Florida Zip Code: 32751 Phone: 407-257-6940 Fax: Email: daphne@permitspermitspermits.com Property Address: 536 Red Rose Lane Property Owner: Taylor Morrison of Florida, Inc. Parcel identification Number: 21-19-30-510-0000-2210 Phone Number: 407-629-0077 Email: The reason for the flood plain determination is: K New structure Existing Structure (pre -2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0055 F Map Date: September 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: M 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#18-1811 Reviewed by: Michael Cash, CFM Date: April 30, 2018 e 0 0 p Application for Right -of -Way Use for Driveway, Walkway & Landscape 1s7F O 7 I7 — Department of Planning & Development Services www.senfordn.gov 300 North Park Avenue, Sanford, Florida 32771 Phone: 407.688.5140 Fax: 407.688.5141 This permit authorizes work to be done in the City of Sanford's right-of-way in accordance with the City's regulations and the attached construction plans approved as part of this permit. It does not approve any work within any other jurisdiction's right-of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the size and location of the existing right-of-way and use shall be provided or application could be delayed. 15. Itnev small below AWBa dw Or 2 2 I C811eeforeroodl4 1. Project Location/AddreSS: J b VNIG 0 \ V -'4X LJ V 2. Proposed Activity: Driveway Walkway Other: 3. Schedule of Work: Start Date C OX Date Emergency Repairs 4. Brief Description of Work: AMIA VAY MC Al J s X This application is submitted by. Property Owner Signature: Print Name: Address: ISI WaM#Aa 44&9 #A/M&C0q, ZZICI Phone: 40'? I4I110L-6Amami ilS QW Date: I Maintenance Responsibilities/Indemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said installationrmprovement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes In oonllict 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 rightobway. If the Requestor does not continuously maintain the Improve- ment and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestoes expense and, If necessary, file a lien on the Requestoes property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnity, and hold harmless the City, its oouncilpersons, agents, servants, or employees appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or Injury of any nature whatsoever to person or property, and the costs and expenses Incident thereto (including costs of defense, settlement, and reasonable attorneys fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the Citys rightof-way. I have read and understand the above statement and by signing this application I agree to its terms. I hereby unde7 77; ity fees related to this application as required by the city's adopted Fee Resolution. Signature: Date: 41 / IO //0 This permit shall be posted on the site during construction. Please call 407.688.6080, Ext. 6401.24 hours In advance to schedule a pre -pour Inspection. Pre -pour Inspection by: ' Date: I beptemoer zuiu ROW Use DrMway.pdr SCPA Parcel View: 21-19-30-510-0000-2210 http://parceidetaii.scpafl.org/ParceiDetaillnfo.aspx?Pl D=2119305100... ProR2dy Record Card Parcel: 21-19-30-510-0000-2210 Property Address: 536 RED ROSE LN SANFORD, FL 32771 Parcel Information Value Summary Parcel 21-19-30.510-0000.2210 - - - 12018 Working x2017 Certified Values 11 Values Owner(s) i TAYLOR MORRISON OF FL INC I --- - - - -- 1-. - -- -- - 1--- - 1 Valuation Method Cost/market Cost/Market Properly Address 1536 RED ROSE LN SANFORD, FL 32771 Number of Buildings 0 0 Mailing 1 151 SOUTHALL LN STE 200 MAITLAND, FL 32751 Depreciated Bldg Value Subdivision Name • THORNBROOKE PHASE 4 j Depreciated EXFT Value Tax District, S1-SANFORD Land Value (Market) $40,000 $26,050 DOR Use Code , 00 -VACANT RESIDENTIAL Lend Value Ag Exemptions ! I JusUMarkel Value " $40000 $26050 Legal Description LOT 221 THORNBROOKE PHASE 4 PB 81 PGS 70.71 Taxes Taxing Authority - - - County General Fund Schools City Sanford SJWM(Saint Johns Water Management) County Bonds Sales Description --- Date-- - I i Find Comparable Sales Land IPortability Adj I Exempt Values Save Our Homes Adj s0 0 i Amendment 1 Adj $0 12,784 I P&G Adj $0 o Assessed Value - $40,000 - 13,266 Tax Amount without SOH. $336.00 40,0001 2017 Tax Bill Amount $336.00 Tax Estimator i Save Our Homes Savings $0.00 Does NOT INCLUDE Non Ad Valorem Assessments IAssessment Value I Exempt Values rTaxable Value 1 , 40,000 0 40,0001 40,000 0 40,000 40,000 0 40,000 40,000 0 40,000 j 40,000 0 40,000 !' I Book - - Page Amount I Qualified No Sales I Method Frontage 1 DepthUnits Units Price and Value 1 -- -- ---- - -- - ------------ - --- LOT 1 $40,000.00 $40,000 ' Building Information Permits i-- -- - T - — - -- - -- - - - - -T— ---- - - - - Permit # - —1 Description -- - Agency -- - -- -I Amount CO Data - hermit Date- I I, I of 2 4/15/2018,4:05 PM SCPA Parcel View: 21-19-30-510-0000-2210 http://parceidetaii.scpafl.org/ParcelDetailinfo.aspx?PID=2119305100... INo Permits Pambbtsds nd v-Insb flan the SMbWb Canty PrgrrIVApRsboY dlbs. Fm Ahbps a Wt daft rfta pamk d COMCt the Melmnpelp.rawa d tle bs dIMIct I whICh the Pope ybbosthd i Extra Features Description Year Built Units Value New Cost No Extra Features 2 of 2 4/15/2018,4:05 PM taylor LIMITED POWER OF ATTORNEY morrlson e Ho= Utepfnd by You DATE: L/13 Y NAME AND APPOINT: Gustav Botes, KarenMcAdams, Alison Perrotti, Anthony Perrotti, Janey Jahner, Allan Jahner EACH AN AGENT OF: TAYLOR MORRISON TO BE MY LAWFUL ATTORNEY IN FACT TO ACT FOR ME AND APPLY TO THE BUILDING DEPARTMENT OF: CITY OF SANFORD FOR A BUILDING PERMIT FOR WORK TO BE PERFORMED AT LOT NUMBER: Z SUBDIVISION: THORNEBROOK ADDRESS: S3_R, 0 R O S,t Layt- , AND TO SIGN MY NAME AND DO ALL THINGS THAT ARE NECESSARY TO THIS APPOINTMENT. JOHN ASA WRIGHT NAME OF CONTRACTOR.) SIGNA RE OF CONTRACTOR. STATE CERT. # CBC 1257462 CONTRACTOR'S STATE REGISTRATION NUMBER.) The foregoing instrument was a knowledged before me this: DATE: 3 fife BY: JOHN ASA W IGHT Who is personally known to me and did not take an oath. STATE OF FLORIDA COUNTY OF ORANGE. NAME: Daphne Clark My Commission # FF2O91O8 My Commission Expires 6127117 NOTARY: 40olo SIGNATURE OF NOTARY: RECORD COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). 4/10/2018 9.27 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 5 Project Name: Lo1221Thornbro keAnastasiaGLE Builder Name: Taylor Morrison Street: S3-6 R- City, State, Zip: FL Rpk lah* PermitOffice: SAhfoyJ cr/ Permit Number:' Owner: U01 PAFL, Jurisdiction: 6 1500DesignLocation: Orlando County:: Seminole (Florida Climate Zone 2 1. New construction or existing New (From Plans) 9. Wall Types (3137.2 sgft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1521.00 ft' b. Concrete Block - Int Insul, Exterior R=4.1 1375 90 ft' 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 240.33 ft' 4. Number of Bedrooms 4 d. N/A R= fl' 5. Is this a worst case? No 10. Ceiling Types (1619.0 sqft.) Insulation Area a. Under Attic (Vented) R=38.0 1619.00 ft 6. Conditioned floor area above grade (ft') 3000 b. N/A R= ft' Conditioned floor area below grade (ft') 0 c. N/A R= IF 11. Ducts R ft' 7 Windows(407.8 sgft.) Description Area a. Sup: Attic, Ret- Attic, AH: 2nd Floor 6 293.4 a. U -Factor: Dbl, U=0.34 343.82 ft' b. Sup: Attic, Ret: 2nd Floor, AH: 2nd Floor 6 252.6 SHGC: SHGC=0.31 b. U -Factor: Dbl, U=0.58 64.00 ft' 12. Cooling systems kBlu/hr Efficiency SHGC: SHGC=0.32 a. Central Unit 25.2 SEER -1600 b. Central Unit 25.2 SEER:16.00 c. U -Factor: N/A ft' SHGC: 13. Heating systems kBtu/hr Efficiency d. U -Factor: N/A ft' a. Electric Heat Pump 21.8 HSPF•8.50 SHGC: b. Electric Heat Pump 21.8 HSPF.8.50 Area Weighted Average Overhang Depth: 3.027 ft. Area Weighted Average SHGC: 0.312 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (3000.0 sgft.) Insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation R=0.0 1467.00 ft' b Conservation features b Floor Over Other Space R=0.0 1382.00 ft' None c other (see details) R= 151.00 ft' 15. Credits Pstat Glass/Floor Area: 0.136 Total Proposed Modified Loads: 79.67 PASSTotalBaselineLoads: 82.39 1 hereby certify that the plans and specifications covered by Review of the plans and tHE S74 , this calculation are in compliance with the Florida Energy specifications covered by this Code. calculation indicates compliance with the Florida Energy Code. n rr; :: `' : • `Y , O PREPARED BY: Before construction is completed DATE: _ 4/10/18 - this building will be inspected for compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code. OWNER/AGENT: -- - 3_ O - --- COD WE f4 BUILDING OFFICIAL: - 4DATE: DATE: JS',3/ , F - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). 4/10/2018 9.27 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2017 4/10/2018 9:27 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 5 PROJECT Title: Lo1221ThornbrookeAnastasia Bedrooms. 4 Address Type: Street Address Building Type: User Conditioned Area. 3000 Lot # Owner Name: Total Stones: 2 Block/Subdivision. of Units: 1 Worst Case: No PlatBook: Builder Name: Taylor Morrison Rotate Angle: 0 Street: Permit Office: Cross Ventilation: No County: Seminole Jurisdiction: 691500 Whole House Fan: No City, Stale, Zip: Family Type: Single-family FL, New/Existing. New (From Plans) Comment: CLIMATE Design Temp Int Design Temp Heating Design Daily Temp V/ Design Location TMY Site 97.5% 2.5% Winter Summer Degree Days Moisture Range FL, Orlando FL ORLANDO INTL AR 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1467 13643.1 2 Block2 1533 13797 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1st Floor 1467 136431 Yes 5 1 1 Yes Yes Yes 2 2nd Floor 1533 13797 No 0 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R -Value Area Joist R -Value Tile Wood Carpet 1 Floor over Garage 2nd Floor -_-_ ____ 13 ft' 19 0 0 1 2 Raised Floor 2nd Floor 138 ft' 19 0 0 1 3Slab-On-Grade Edge Insulalio 1st Floor 147.4 R 0 1467 N' 0.37 0 0.63 4 Floor Over Other Space 2nd Floor ____ -___ 1382 ft' 0 0 0 1 ROOF V Roof Gable Roof Solar SA Emitt Emitt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Gable or Shed Composition shingles 1810 ft' 406 ft' Medium 0.85 N 0.85 No 0 266 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1618 ft' N N 4/10/2018 9:27 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 5 FORM R405-2017 4/10/2018 9:27 AM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 5 CEILING Ceiling Type Space R -Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) 1st Floor 38 Blown 12 ft' 0.11 Wood 2 Under Attic (Vented) 2nd Floor 38 Blown 1607 R' 0.11 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Ornt__._ To-Wall-Type. Space R_Value-Ft-In-Ft- In_ _ Area. R-Value__Fraction. Absor. Grade% 1 E Exterior Frame - Wood 2nd Floor 13 30 0 9 0 270.0 ft' 0 023 0.6 0 2 E Exterior Concrete Block - Int Insul 1st Floor 4.1 5 6 9 4 51 3 ft' 0 0 0.6 0 3 S Exterior Frame - Wood 2nd Floor 13 54 6 9 0 490.5 ft' 0 0.23 0.6 0 4 S Exterior Concrete Block - Int Insul 1st Floor 4.1 54 6 9 4 508.7 R' 0 0 0.6 0 5 W Exterior Frame - Wood 2nd Floor 13 30 0 9 0 270.0 R' 0 0.23 0.6 0 6 W Exterior Concrete Block - Int Insul 1st Floor 4.1 30 0 9 4 280.0 ft' 0 0 06 0 7 N Exterior Frame - Wood 2nd Floor 13 54 6 9 0 490.5 ft= 0 0.23 06 0 8 N Exterior Concrete Block - Int Insul 1st Floor 4.1 52 6 9 4 490.0 R' 0 0 0.6 0 9 NE Exterior Concrete Block - Int Insul 1st Floor 4.1 4 11 9 4 45.9 ft' 0 0 06 0 10 - Garage Frame - Wood 1st Floor 13 25 9 9 4 240.3 ft' 0 0.23 0.01 0 DOORS Ornt Door Type Space Storms U -Value Width Height Area Ft In Fl In 1 Wood 1st Floor None 25 2 7 8 20.7 ft' WINDOWS Orientation shown is the entered, Proposed orientation. V Wall Overhang Ornt ID Frame Panes NFRC U -Factor SHGC Imp Area Depth Separation Int Shade Screening 1 E 1 Vinyl Low -E Double Yes 0.34 0.31 N 30.0 ft' 1 ft 0 in 1 ft 0 in Drapes/blinds None 2 S 3 Vinyl Low -E Double Yes 0.34 0.31 N 30.0 ft' 1 ft 0 in 1 ft 0 in Drapes/blinds None 3 S 3 Vinyl Low -E Double Yes 0.34 0.31 N 30.0 ft' 1 ft 0 in 1 ft 0 in Drapes/blinds None 4 S 4 Vinyl Low -E Double Yes 0.34 0.31 N 39.1 ft' 1 ft 0 m 11 ft 8 in Drapes/blinds None 5 W 5 Vinyl Low -E Double Yes 0.34 031 N 45.0 ft' 1 ft 0 in 1 ft 0 in Drapes/blinds None 6 W 6 Vinyl Low -E Double Yes 0.34 031 N 58.6 R' 1 ft 0 in 11 ft 8 in Drapes/blinds None 7 W 6 Metal Low -E Double Yes 0.58 0.32 N 64.0 R' 10 ft 8 in 0 ft 0 in None None 8 N 7 Vinyl Low -E Double Yes 0.34 0.31 N 30.0 R' 1 ft 0 in 1 ft 0 m Drapes/blinds None 9 N 8 Vinyl Low -E Double Yes 0.34 0.31 N 5.3 ft' 1 ft 0 in 11 ft 8 in Drapes/blinds None 10 N 8 Vinyl Low -E Double Yes 0.34 0.31 N 12.8 ft' 1 ft 0 in 11 ft 8 in Drapes/blinds None 11 N 8 Vinyl Low -E Double Yes 0.34 0.31 N 39.1 ft' 1 ft 0 in 11 ft 8 in Drapes/blinds None 12 NE 9 Vinyl Low -E Double Yes 034 0.31 N 24 0 ft' 9 R 8 in 0 ft 4 in Drapes/blinds None 4/10/2018 9:27 AM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2017 4/10/2018 9:27 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 5 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg Wall Height Exposed Wall Insulation 1 455 ft' 455 It' 64 It 8 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000407 3201.3 175.75 330.52 .3656 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:8.4999 21 8 kBlu/hr 1 sys#1 2 Electric Heat Pump/ Split HSPF:8 4999 21.8 kB1u/hr 2 sys#2 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow _SHR Block Ducts 1 Central Unit/ Split SEER: 16 25.2 kBtu/hr cfm 075 1 sys#1 2 Central Unit/ Split SEER: 16 25.2 kBtu/hr cfm 0.75 2 sys#2 HOT WATER SYSTEM System Type SubType Location EF Cap Use Se1Pnl _ _ Conservation 1 Electric None Garage 0.95 50 gal 62.3 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None fl' DUCTS Supply ---- Return ---- Air CFM 25 CFM25 HVAC # Location R -Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 293 4 ft Attic 73.35 H Default Leakage 2nd Floor (Default) (Default) 1 1 2 Attic 6 252.6 ft 2nd Floor 63 15 ft Default Leakage 2nd Floor (Default) (Default) 2 2 4/10/2018 9:27 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2017 4/10/2018 9:27 AM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 5 of 5 TEMPERATURES Programable Thermostat: Y Ceiling Fans: CoolingJan Heatin Jan Feb Feb Mar Mar Apr Apr MayMayOclXJun Jun X Jul Jul XAugu Aug Se Sep Oct Nov Nov Dec Dec Venting Jan Feb X Mar Apr May Jun Jul Aug Sep Oct X Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 4/10/2018 9:27 AM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 5 of 5 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 97 The lower the EnergyPerformance Index, the more efficient the home. FL, 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1521.00 H' b. Concrete Block - Int Insul, Exterior R=4.1 1375 90 ft' 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 240.33 ft' 4. Number of Bedrooms 4 d. N/A R= IF 10. Ceiling Types Insulation Area 5. Is This a worst case? No a. Under Attic (Vented) R=38.0 1619.0001 6. Conditioned floor area (112) 3000 b. N/A R= fl' 7. Windows" Description c. N/A R= Area ft' a. U -Factor Dbl, U=0.34 343,82 11. Ducts W a. Sup: Attic, Ret: Attic, AH: 2nd Floor R fl' 6 293.4 SHGC: SHGC=0.31 b. Sup: Attic, Ret: 2nd Floor, AH: 2nd Floor 6 252.6 b. U -Factor: Dbl, U=0.58 64.00 ft' SHGC: SHGC=0.32 12. Cooling systems kBtu/hr Efficiency c. U -Factor: N/A ft' a. Central Unit 25.2 SEER:16.00 SHGC. b. Central Unit 25.2 SEER:16.00 d. U -Factor: N/A 117 13. Heating systems kBlu/hr EfficiencySHGC: a. Electric Heal Pump 21.8 HSPF:8.50 Area Weighted Average Overhang Depth: 3.027 ft. b. Electric Heal Pump 21.8 HSPF:8.50 Area Weighted Average SHGC: 0.312 8. Floor Types Insulation Area 14. Hot water systems Cap. 50 gallons a. Slab -On -Grade Edge Insulation R=0.0 1467.00 ft a. Electric EF. 0.95 b. Floor Over Other Space R=0.0 1382.00 fl' c. other (see details) R= 151.00 ft' b. Conservation features None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code complia t features. Builder Signature: Date: Address of New Home: V 3 d '`<,V I` esA 44hA, City/FL Zip: S 4 h' w_? fl 3277 1 Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 4/10/2018 9.27 AM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 DEL-AIR Manual S Compliance Report WMG- 0M COMMMO ahu 1 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407.333.2665 Fax: 407.333.3853 Web* WWW DEL -AIR COM For: Taylor Morrison Job: Lot221ThornbrookeAna... Date: 6/4/2014 By: FJF Design Conditions Equipment type: Split ASHP Manufacturer: Outdoor design DB: 92.5°F Sensible gain: 17148 Btuh Entering coil DB: 75.3°F Outdoor design WB: 76.3°F Latent gain: 2884 Btuh Entering coil WB: 62.6°F Indoor design DB: 75.0°F Total gain: 20032 Btuh Indoor RH: 50% Estimated airflow: 840 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-024-230-19+CBA27UHE-024-230'++TDR Actual airflow: 840 cfm Sensible capacity: 19159 Btuh 112% of load Latent capacity: 3309 Btuh 115% of load Total capacity: 22468 Btuh 112% of load SHR: 85% Design Conditions Outdoor design DB: 41.7°F Heat loss: 17529 Btuh Entering coil DB: 69.9°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-024-230-19+CBA27UHE-024-230'++TDR Actual airflow: 840 cfm Output capacity: 22346 Btuh 127% of load Capacity balance: 36 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 840 cfm Output capacity: 5.0 kW 96% of load Temp. rise: 50 OF Meets all requirements of ACCA Manual S. wrightsoR^ 2018 -Apr -10 09:20,20 tLI.A •.•..,•• ...•........,., Righl•Suite® Universal 2018 18.0 10 RSU24011 Page 1 14CC . eAnastasiaGLBLol221ThornbrookeAnastasiaGLE.rup Calc = MJ8 House laces. E rJob: Lot221ThornbrookeAna... DEL -AIR Manual S Compliance Report Kuzma • 11m coxmm m a Date: 6/4/2014 a%%(/ 2 By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407.333.2665 Fax: 407.333.3853 Web: WWW.DEL-AIR.COM For: Taylor Morrison Design Conditions Equipment type: Split ASHP Manufacturer: Outdoor design DB: 92.5°F Sensible gain: 16366 Btuh Entering coil DB: 78.1°F Outdoor design WB: 76.3°F Latent gain: 3240 Btuh Entering coil WB: 64.0°F Indoor design DB: 75.0°F Total gain: 19606 Btuh Indoor RH: 50% Estimated airflow: 840 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-024-230-19+CBA27UHE-024-230'++TDR Actual airflow: 840 cfm Sensible capacity: 17450 Btuh 107% of load Latent capacity: 3453 Btuh 107% of load Total capacity: 20903 Btuh 107% of load SHR: 83% Design Conditions Outdoor design DB: 41.7°F Heat loss: 13632 Btuh Entering coil DB: 69.0°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-024-230-19+CBA27UHE-024-230'++TDR Actual airflow: 840 cfm Output capacity: 22420 Btuh 164% of load Capacity balance: 30 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type Manufacturer: Actual airflow: Output capacity: Elec strip Model: 840 cfm 3.5 kW 86% of load Temp. rise: 13 OF Meets all requirements of ACCA Manual S. ti wrightsoft- 2018 -Apr -10 09 20 20 Righl-Suile® Universal 2018 18.0. 10 RSU24011 Page 2 AC01..eAnastasiaGLE%Lol22lThornbrookeAnaslasiaGLE rup Calc = MJ8 House laces, E DEL -AIR Component Constructions K=G -AMCOMB Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone. 407-333.2665 Fax: 407.333-3853 Web WWW DEL-AIR.COM For: Taylor Morrison Job: Lot 221 Thorn brookeAna... Date: 6/4/2014 By: FJF Location: Orlando Intl AP, FL, US Elevation: 95 It Latitude: 280N Outdoor: Heating Cooling Dry bulb (°F) 42 93 Daily range (°F) - 17 ( M) Wet bulb (°F) - 76 Wind speed (mph) 15.0 7.5 Indoor: Indoor temperature (°F) Design TD (°F) Relative humidity (%) Moisture difference (gr/Ib) Infiltration: Method Construction quality Fireplaces Heating 70 28 30 1.5 Simplified Average 0 Cooling 75 18 50 46.4 Construction descriptions Or Area U -value Insul R Hig HTM Loss Clg HTM Gain h, Btuh/h+•F h'••F/Btuh Bluh/M BWh Bluh/ht Bluh Walls 12C-Osw: Firm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int n 461 0.091 13.0 2.58 1186 2.34 1079 Insh, 2"x4" wood Irm, 16" o.c. stud a 240 0.091 13.0 2.58 618 2.34 562 s 431 0.091 13.0 258 1109 2.34 1009 W 225 0.091 13.0 2.58 579 2.34 527 all 1356 0.091 13.0 2.58 3492 2.34 3177 13A-2ocs: Blk wall, stucco ext, r-2 ext bd ins, 8" thk, 1/2" gypsum n 433 0.201 0 5.69 2462 4.35 1883 board int Irish ne 24 0.201 0 5.69 134 4.35 102 e 51 0.201 0 5.69 292 4.35 223 s 470 0.201 0 5.69 2671 4.35 2044 W 158 0.201 0 5.69 897 4.35 686 all 1135 0.201 0 5.69 6455 4.35 4938 Partitions 12C-Osw: Firm wall, r-13 cav Ins, 1/2" gypsum board int Irish, 2"x4" 220 0.091 13.0 2.58 566 1.44 317 wood Irm, 16" o.c. stud Windows 2A-2ov: 2 glazing, clr low -e outr, air gas, vnl Irm mat, clr Innr, 1/4" gap, n 30 0.340 0 9.62 289 10.6 317 1/8" thk, NFRC rated (SHGC=0.31); 50% drapes, medium, 1 ft a 30 0.340 0 9.62 289 30.4 911 overhang (5 ft window ht, 1 H sep.); 6.67 It head hi s 30 0.340 0 9.62 289 10.8 323 s 30 0.340 0 9.62 289 10.8 323 w 45 0.340 0 9.62 433 30.4 1366 all 165 0.340 0 9.62 1588 19.6 3241 2A-2ov: 2 glazing, clr low -e ouir, air gas, vnl Irm mat, cir Innr, 1/4" gap, n 5 0 340 0 9.62 51 10.6 56 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft overhang (3.17 R window ht, 11.67 ft sep.); 6.67 it head ht 2A-2ov: 2 glazing, Or low -e ouir, air gas, vnl Irm mat, Or Innr, 1/4" gap, n 13 0.340 0 9.62 125 10.6 137 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 It overhang (4.2 R window ht, 11.67 It sep.); 6.67 it head ht 2A-2ov: 2 glazing, Or low -e ouir, air gas, vnl Irm mat, Or Innr, 1/4" gap, n 39 0.340 0 962 374 10.6 411 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft s 39 0.340 0 9.62 374 12.2 472 overhang (6.3 R window ht, 11.67 it sep.); 6 67 ft head ht W 58 0.340 0 9.62 561 30.4 1769 all 136 0.340 0 9.62 1308 19.5 2653 Flih- wrightsoft- 2018 Apr -1009:20:20 µ„"_ . ,,_ . , Right -Suite® Universal 2018 18.0 10 RSU24011 Page 1 eAnaslasiaGLE\Lol221ThornbrookeAnaslasiaGLE.rup Calc - MJ8 House laces 10C -v: 2 glazing, cir low -e ouir, air gas, vnl frm mat, clr innr, 1/4" gap, ne 23 0.340 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium, 9.67 ft 12.0 overhang (8 H window ht, 0.33 ft sep.); 6.67 ft head ht 38.0 2A-2omd: 2 glazing, cir low -e ouir, air gas, mil no brk frm mat, cir innr, w 64 0.580 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.32); 10.67 ft overhang (8 ft 2284 window ht, 0 ft sep.); 6.67 ft head ht 1.41 Doors 0.71 11 D0: Door, wd sc type n 21 0.390 Ceilings 195 16B-38ad- Attic ceiling, asphalt shingles root mat, r-38 cell ins, 1/2" 1619 0.026 gypsum board int fnsh 28.0 Floors 0 20P-191: Fir floor, irm fir, 12" thkns, r-19 cav ins, gar ovr 13 0.050 2OP-191: Fir floor, Irm fir, 6" thkns, r-19 cav ins, amb ovr 138 0.050 22A-tpl: Bg floor, light dry soil, on grade depth 147 0.989 wrightsoft- Right-Suile® Universal 2018 18.0.10 RSU24011 eAnastasiaGLE%Lol221ThornbrookeAnastasiaGLE rup Calc = MJ8 House laces E 0 9.62 218 16.0 363 0 16.4 1050 16.8 1078 0 11.0 228 12.0 248 38.0 0.74 1192 1.41 2284 19.0 1.41 18 0.71 9 19.0 1.41 195 0.71 98 0 28.0 4126 0 0 2018-Apr•10 09'20 20 Page 2 1 DEL -AIR Component Constructions 111=10."lull CONN11111 r. ahu 1 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407.333.2665 Fax: 407.333.3853 Web: WWW DEL-AIR.COM For: Taylor Morrison Job: Lot221ThornbrookeAna... Date: 6/4/2014 By: FJF Location: Area Indoor: Heating Orlando Intl AP, FL, US BWh/IV-"F Indoor temperature (°F) 70 Elevation: 95 It ne Design TD (°F) 28 Latitude: 280N 51 Relative humidity (%) 30 Outdoor: Heating Cooling Moisture, difference (gr/Ib) 1.5 Dry bulb (°F) 42 93 Infiltration: 0.201 Daily range (°F) - 17 ( M) Method Simplified Wet bulb (°F) - 76 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Walls 13A-2ocs: Blk wall, stucco ext, r-2 ext bd ins, 8" thk, 1/2" gypsum board int Insh Partitions 12C-Osw: Firm wall, r-13 cav ins, 1/2" gypsum board int Insh, 2"x4" wood Irm, 16" o.c. stud Or Area U -value n M BWh/IV-"F n 433 0.201 ne 24 0.201 e 51 0.201 s 470 0.201 w 158 0.201 all 1135 0.201 Windows Htg HTM 2A-2ov: 2 glazing, Or low -e ouir, air gas, vnl frm mat, Or innr, 1/4" gap, n 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft Bluh/V overhang (3.17 ft window ht, 11.67 R sep.): 6.67 ft head ht BWhml 2A-2ov: 2 glazing, Or low -e ouir, air gas, vnl frm mat, Or innr, 1/4" gap, n 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft 2462 overhang (4.2 ft window ht, 11.67 It sep.); 6.67 ft head ht 1883 2A-2ov: 2 glazing, Or low -e ouir, air gas, vnl Irm mat, Or innr, 1/4" gap, n 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 It s overhang (6.3 R window ht, 11.67 ft sep.); 6.67 ft head ht w 5.69 all 1OC-v: 2 glazing, Or low -e ouir, air gas, vnl frm mat, Or innr, 1/4" gap, ne 1/8" thk, NFRC rated (SHGC=0.31); 50% drapes, medium; 9.67 ft 5.69 overhang (8 ft window ht, 0.33 ft sep.); 6.67 ft head ht 4.35 2A-2omd: 2 glazing, Or low -e ouir, air gas, mtl no brk Irm mat, Or innr, w 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.32), 10.67 ft overhang (8 ft 897 window ht, 0 ft sep.); 6.67 ft head ht 686 Doors 5.69 11 DO: Door, wd sc type n 220 0.091 5 0.340 13 0.340 Cooling 75 18 50 46.4 Insul R Htg HTM Loss Clg HTM Gain hT-"F/BWh Bluh/V BWh BWhml BWh 0 5.69 2462 4.35 1883 0 5.69 134 4.35 102 0 5.69 292 4.35 223 0 5.69 2671 4.35 2044 0 5.69 897 4.35 686 0 5.69 6455 4.35 4938 13.0 2.58 566 1.44 317 0 9.62 51 10.6 56 0 9.62 125 10.6 137 39 0.340 0 9.62 374 10.6 411 39 0.340 0 9.62 374 12.2 472 58 0.340 0 9.62 561 30.4 1769 136 0.340 0 9.62 1308 19.5 2653 23 0.340 0 9.62 218 16.0 363 64 0.580 21 0.390 0 16.4 1050 16.8 1078 0 11.0 228 12.0 248 At _rk wrightsoft- 2018 -Apr -10 09 20 20 Right -Suite® Universal 2018 18 0 10 RSU24011 Page 3 eAnastasiaGLE\LO1221ThornbrookeAnaslasiaGLE.rup Calc . MJ8 House laces: E Ceilings 16B-38ad:Altic ceiling, asphalt shingles root mal, r-38 ceil ins, 1/2" 12 0.026 gypsum board inlfnsh Floors 22A•tpl: Bg floor, light dry soil, on grade depth 147 0.989 38.0 0.74 9 1.41 17 0 28.0 4126 0 0 Fk wrightsoft2018-Apr- 10 09:20'20 w_,, . -. Right-Suile® Universal 2018 18 0 10 RSU24011 Page 4 eAnaslas aGLE%Lol2217hornbrookeAnastasiaGLE.rup Calc . MJ8 House laces: E 1 DEL -AIR Component Constructions Job: Lo1221Thorn brookeAna... P Date: 6/4/2014 U11111O • AIB CONNT1"r. ahu 2 By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407.333-2665 Fax 407.333.3853 Web. WWW DEL -AIR COM For: Taylor Morrison Location: Or Indoor: Heating Cooling Orlando Intl AR FL, US Loss Clg HTM Indoor temperature (°F) 70 75 Elevation: 95 ft BWh/V--F Design TD (°F) 28 18 Latitude: 280N BWh Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 1.5 46.4 Dry bulb (°F) 42 93 Infiltration: 461 0.091 Daily range (°F) - 17 (M) Method Simplified 1079 Wet bulb (°F) - 76 Construction quality Average 13.0 Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain 0.340 0 ht BWh/V--F h "FBWh BWh/IN BWh SWh/hr BWh Walls 289 10.8 323 30 0.340 0 9.62 289 12C-Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board Int n 461 0.091 13.0 2.58 1186 2.34 1079 fnsh, 2"x4" wood Irm, 16" o.c. stud a 240 0.091 13.0 2.58 618 2.34 562 s 431 0.091 13.0 2.58 1109 2.34 1009 W 225 0.091 13.0 2.58 579 2.34 527 all 1356 0.091 13.0 2.58 3492 2.34 3177 Partitions none) Windows 2A-2ov: 2 glazing, clr low -e ouir, air gas, vnl Irm mat, clr innr, 1/4" gap, n 1/8" thk, NFRC rated (SHGC=0.31); 50% drapes, medium; 1 it e overhang (5 it window ht, 1 It sep.); 6.67 it head ht s S w all Doors none) Ceilings 16B-38ad:Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 1/2" gypsum board int Insh Floors 20P-191: Fir floor, Irm fir, 12" thkns, r-19 cav ins, gar ovr 20P-191- Fir floor, frm fir, 6" thkns, r-19 cav ins, amb ovr 30 0.340 0 9.62 289 10.6 317 30 0.340 0 9.62 289 30.4 911 30 0.340 0 9.62 289 10.8 323 30 0.340 0 9.62 289 10.8 323 45 0.340 0 9.62 433 30.4 1366 165 0.340 0 9.62 1588 19.6 3241 1607 0.026 38.0 0.74 1182 1.41 2267 13 0.050 19.0 1.41 18 0.71 9 138 0.050 19.0 1.41 195 0.71 98 wrightsoft- 2018 -Apr -10 09:20:20 Right -Suite® Universal 2018 18.0 10 RSU24011 Page 5 ACCIN . eAnaslasiaGLE\Lol221ThornbrookeAnaslasiaGLE.rup Calc - MJ8 House laces. E RDEL-AIR Project Summary Job: Lot221Thorn brookeAna... Project 1 Date: 6/4/2014 HUMS • OUI COMMMINOtc Entire House By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD. FL 32771 Phone 407-333-2665 Fax, 407.333-3853 Web- WWW DEL -AIR COM For: Taylor Morrison Notes: RVSD 2/1/16 JA Cooling Equipment Summary Make n/a LS 3/22/16 JA Trade n/a LS 4/4/16 JA Model n/a LS 6/10/16 JA AHRI ret n/a Information LS 4/5(1.8 l RA Efficiency n/a gadLsan r Orlando Intl AP, FL, US Heating input Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 28 OF Design TD 18 OF Air flow factor 0 cfm/Btuh Daily range M Static pressure 0 in H2O Relative humidity 50 % Space thermostat n1a Moisture difference 46 gr/Ib Heating Summary Structure 27256 Btuh Ducts 3904 Btuh Central vent (0 cfm) 0 Btuh Humidification Piping Equipment load Infiltration Method Construction quality Fireplaces 0 Btuh 0 Btuh 31161 Btuh Simplified Average 0 Heating cooling Area (ftz 3000 3000 Volume ()ft3) 13706 13706 Air changes/hour 0.41 0.21 Equiv. AVF (cfm) 94 48 Sensible Cooling Equipment Load Sizing Structure 26830 Btuh Ducts 6465 Btuh Central vent (0 cfm) 0 Btuh Blower 0 Btuh Use manufacturer's data Rate/swing multiplier 1.00 Equipment sensible load 33296 Btuh Latent Cooling Equipment Load Sizing Structure 4679 Btuh Ducts 1444 Btuh Central vent (0 cfm) 0 Btuh Equipment latent load 6124 Btuh Equipment Total Load (Sen+Lat) 39419 Btuh Req. total capacity at 0.70 SHR 4.0 ton Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ret n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency rVa Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n1a Load sensible heat ratio 0 Calculations approved by ACCA to meet all requirements of Manual J 81h Ed. pp- wrigFstsoft- 2018 -Apr -10 09 20 20 Righl•Suile® Universal 2018 18 0.10 RSU24011 CC Page I eAnostasiaGLE%Lol221ThornbrookeAnaslasiaGLE.rup Calc = MJ8 House laces, E DEL -AIR Project Summary Job: Lot221ThornbrookeAna... 1 7 Date: 6/4/2014 MATING • AIR COMMINIMS ahu 1 By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407-333.2665 Fax 407-333.3853 Web: WWW DEL -AIR COM For: Taylor Morrison Notes: RVSD 2/1/16 JA LS 3/22116 JA LS 4/4/16 JA LS 6/10/16 JA Desi-qn Information LS 4/5(1,8 JA LS 4/1 WbIAr: Orlando Intl AR FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 28 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 46 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 17042 Btuh Structure 16412 Btuh Ducts 486 Btuh Ducts 736 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh none) none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 17529 Btuh Use manufacturer's data y Rate/swing multiplier Equipment load 1.00 17148 BtuhInfiltrationsensible Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 2709 Btuh Ducts 175 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling none) Area (112 1467 1467 Equipment latent load 2884 Btuh Volume ()ft3) 13706 13706 Air changes/hour 0.41 0.21 Equipment Total Load (Sen+Lat) 20032 Btuh Equiv. AVF (cfm) 94 48 Req. total capacity at 0.75 SHR 1.9 ton Heating Equipment Summary Cooling Equipment Summary Make Lennox Make Lennox Trade MERIT Trade MERIT Model 14HPX-024-230-19 Cond 14HPX-024-230-19 AHRI ref 10258598 Coil CBA27UHE-024-230'++TDR AHRI ref 10258598 Efficiency 8.5 HSPF Efficiency 13.5 EER, 16 SEER Heating input Sensible cooling 18900 Btuh Heating output 21800 Btuh @ 47°F Latent cooling 6300 Btuh Temperature rise 24 OF Total cooling 25200 Btuh Actual air flow 840 cfm Actual air flow 840 cfm Air flow factor 0.048 cfm/Btuh Air flow factor 0.049 cfm/Btuh Static pressure 0.30 in H2O Static pressure 0.30 in H2O Space thermostat Load sensible heat ratio 0.86 Capacity balance point = 36 °F Backup: Input = 5 kW, Output = 16909 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft' 2018 -Apr -10 09:20:20 Righl-SuileO Universal 2018 18 0.10 RSU24011 Page 2 ACCk ..eAnaslasiaGLE%Lol221ThornbrookeAnaslasiaGLE.Yup Calc - MJ8 House laces E RDEL-AIR Project Summary Job: Lot221ThornbrookeAna... 1 7 Date: 6/4/2014 ttUMG • ate 001111 rw10110 ahu 2 By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone. 407.333.2665 Fax 407.333-3853 Web: WWW.DEL-AIR COM For: Taylor Morrison Notes: RVSD 2/1/16 JA LS 3/22/16 JA LS 4/4/16 JA LS 6/10/16 JA Pesign Information LS 4/5(18 tJito Lg r Orlando Intl AP, FL, USS4/1 Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 28 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 46 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 10214 Btuh Structure 10594 Btuh Ducts 3418 Btuh Ducts 5772 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh none) none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 13632 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 16366 Btuh Method Simplified Latent Cooling Equipment Load SizingConstructionqualityAverage Fireplaces 0 Structure 1971 Btuh Ducts 1269 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling none) Area (ft2) 1533 1533 Equipment latent load 3240 Btuh Volume (W) 14463 14463 Air changes/hour 0.50 0.26 Equipment Total Load (Sen+Lat) 19606 Btuh Equiv. AVF (cfm) 121 63 Req. total capacity at 0.75 SHR 1.8 ton Heating Equipment Summary Cooling Equipment Summary Make Lennox Make Lennox Trade MERIT Trade MERIT Model 14HPX-024-230-19 Cond 14HPX-024-230-19 AHRI ref 10258598 Coil CBA27UHE-024-230'++TDR AHRI ref 10258598 Efficiency 8.5 HSPF Efficiency 13.5 EER, 16 SEER Heating input Sensible cooling 18900 Btuh Heating output 21800 Btuh @ 47°F Latent cooling 6300 Btuh Temperature rise 24 OF Total cooling 25200 Btuh Actual air flow 840 cfm Actual air flow 840 cfm Air flow factor 0.062 cfm/Btuh Air flow factor 0.051 cfm/Btuh Static pressure 0.30 in H2O Static pressure 0.30 in H2O Space thermostat Load sensible heat ratio 0.83 Capacity balance point = 30 OF Backup: Input = 3 kW, Output = 11784 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- 2018 -Apr -10 09:20:20 Right -Suite® Universal 2018 18 0 10 RSU24011 Page 3ACCP.- eAnaslasiaGLE%Lol221ThornbrookeAnastasiaGLE.rup Calc = MJ8 House laces E 1 DEL -AIR Right -J® WorksheetDEL-AIR Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407.333.2665 Fax 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot221Thorn brookeAnastas... Date: 6/4/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area Entire House 316.4 It 9.2 II 3076.0 II= ahu 1 147.4 It 93 It 1469.0 hZ Ty Conslruclion number U -value Bluh/111-oF) Or HTM Bluh/lt Area (IIS or perimeter (11) Load BI h) Area (II2) or perimeter (II) Load Bluh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heal Cool 6 t12C-Osw t --(i 2A•2oy 0.091 0_340 w 258 9_62 2.34 10.58 491 30 461 0 1186 289 1079 317 0 0 0 0 0 0 0 0 11 13A-2ocs 2A-2ov 2A-2ov 2A-2ov 0.201 0.340 0.340 0 340 n n n n n 5.69 9.62 9.62 9.62 4.35 10.58 10.58 10.58 490 5 13 39 433 0 0 0 2462 51 125 374 1883 56 137 411 490 5 13 39 433 0 0 0 2462 51 125 374 1883 56 137 411 yf G I/- G 13A•2ocs l OC -v 12C -0sw - 2A•2ov 0.201 0.340 0.091 0.340 ne ne _ a a e_ s s s 5.69 9.62 2.58 9.62 5.69 2.58 9 62 962 4.35 16.02 2.34 30.36 4.33 2.34 10.77 10.77 46 23 24 134 218 618 289 102 363 562 911 46 2_3 0 0 24 0 0 0 134 218 102 363 270 30 51 0 240 0 0 0 0 0 W Vj/ CC t3A_2pcs_---- 12C -Os 2A-2ov 2B -21v 0_201 0 091 0 340 0 340 51 292 223 51 51 292 223 0 0 0 491 30 30 431 53 53 1109 289 289 1009 323 323 0 0 0 0 0 0 0 0 0 I G y1 Y -C 13A-20cs 2A:2ov_. _ _ . _ 12C-0sw 2A-2ov 0201 0.340 0.091 0 340 s s w w 5.69 9.62 2.58 9.62 435 1215_39_0-37-4 2.34 30.36 508 270 45 470 225 0 2671 579 433 2044 472 527 1366 508 39 0 0 470 0 0 0 2671 37.4 0 0 2044 472 0 0 Fj - 1-D 13A-2ocs 2A-2omd 2A-2ov 12C-0sw -- 11DO 0.201 0.580 0.340 0.091 0.390 0.026 w w w n 5.69 16.41 9.62 2.58 11.04 4.35 16.85 30.36 280 64 58 240 21 158 128 0 220 21 897 1050 561 566 228 686 1078 1769 317 248 280 64 58 158 128 0 897 1050 561 686 1078 1769 317 248 1.44 1199 240 21 220 21 566 C 16B-38ad 0.74 141 1619 1619 1192 2284 12 12 228 9 17 F 2OP-191 0.050 1.41 1.11 27.99 0.71 13 13 18 9 0 0 0 0 F 2OP•191 050 0_989 q 71 138 13<B 195 93 U 0 0 0 F 22A•tpl 000 1469 147 4126 0 1468 147 4126 0 6 c) AED excursion 1713 1889 E rwelope loss/gain 20612 20313 14137 11697 12 a) Infiltration b) Room ventilation 6645 0 2123 0 2906 0 920 0 13 Internal gains: Occupants @ 230 Appliances/other 6 1380 3015 6 1380 2415 Subtotal (lines 6 to 13) 27256 26830 17042 16412 14 15 Less external load Less transfer Redistribution Subtotal Duct bads 1 14% 1 24%1 0 0 0 27256 3904 0 0 0 26 6465 39% 1 4% 0 0 0 17042 486 0 0 164120830 736 Total room load Air required (c1m) 31161 1680 33296 16801 1 17529 840 17148 840 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrGgF tsoPt- AC:A -- Right -Style® 2018 -Apr -10 09.20.20 Universal 2018 18.0.10 RSU24011 eAnaslasiaGLE\Lol22t7hornbrookeAnaslasiaGLE.rup Calc = MJ8 House laces: E Page 1 1 QEL--AIR Right -JO Worksheet N°'"0 -AM Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD. FL 32771 Phone: 407.333.2665 Fax: 407-333.3853 Web: WWW.DEL-AIR.COM Room name 2 Exposed wall 3 Room height 4 Room dimensions 5 Room area Ty IConstruction number s Y- G t2c-Os 2A -2w tt ahu 2 169.0 11 9.0 It 1607.0 112 U -value Or HTM Area (ll,) Load Area Load 11uh/I12-°F) (B1uh/It2) or penmeter (11) (Bi h) or perimeter Heal Cool Gross N/P/S Heal Co.' Gross N/P/S Heat Cod 0.091 n 2.58 2.34 491 461 1186 1079 A own o M 1n =gn n 700 X117 13A- 2A-20v I 0. 340 n I 5.69 & N8 0 0I 0I 0I 1-1-12A-2ov 0.340 n 9.62 10.58 0 0 0 0 2A -20v Job: Lot221ThornbrookeAnastaS... Date: 6/4/2014 By: FJF uttmru 12C-Osw 0.091 5 2.56 2.34 491 431 1109 1009 2A -20v 0.340 s 9.62 10.77 30 53 289 323 0.340 n 9.62 10.58 0 0 0 0 2A-2ov 0.340 n 9.62 10.58 0 0 0 0 uttmru 6 c) AED excursion Envelope losstgain 12 a) Inlillralion b) Room ventilation 13 Internal gains: Occupants @ 230 Appliances/olher Subtotal (lines 6 to 13) Less external load Less Iransler Redstnbution 14 Subtotal 151 Duct bads Total room load Air required (clm) 10214 10214 54% 3416 1 Calculations approved by ACCA to meet all requirements of Manual J 81h Ed. wrigF+ttsoPtt- ZcA --' ^ - Right -Suite® Universal 2018 18 0.10 RSU24011 2018 -Apr -10 09:20:20 Page 2 eAnastasiaGLE1Lol221ThornbrookeAnastasiaGLE.rup Cale. MJ8 House laces E 12C-Osw 0.091 5 2.56 2.34 491 431 1109 1009 2A -20v 0.340 s 9.62 10.77 30 53 289 323 2B -21v 0.340 s 9.62 10.77 30 53 289 323 13A-20cs 0.201 s 5.69 4.35 0 O 0 0 G 2A -20v _ _ 0.340 s- 9.62 12.35 0 0 0 0 225y! 12C -Os w 0.091 w 2.58 2.34 270 579 527 C 2A-2ov 0.340 w 9.62 30.36 45 0 433 1366 Vjl 13A-20cs 0.201 w 5 69 4.35 0 0 0 0 2A-ZDmd 0.580 w 16.41 16.8510 0 0 01------- I G 2A-Zw 0.340 w 9.62 30.36 0 0 0 0 c-, - 120.057v - - - - 0.091 2.58 1.44 0 0 0 0 6 c) AED excursion Envelope losstgain 12 a) Inlillralion b) Room ventilation 13 Internal gains: Occupants @ 230 Appliances/olher Subtotal (lines 6 to 13) Less external load Less Iransler Redstnbution 14 Subtotal 151 Duct bads Total room load Air required (clm) 10214 10214 54% 3416 1 Calculations approved by ACCA to meet all requirements of Manual J 81h Ed. wrigF+ttsoPtt- ZcA --' ^ - Right -Suite® Universal 2018 18 0.10 RSU24011 2018 -Apr -10 09:20:20 Page 2 eAnastasiaGLE1Lol221ThornbrookeAnastasiaGLE.rup Cale. MJ8 House laces E iDEL--AIR Right -JO Worksheet H[MM-omcmmllmma ahu 1 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax. 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot 221 Thorn brookeAnastas... Date: 6/4/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area ahu 1 147.4 It 9.3 It 1469.0 112 mslr rm 42.0 It 9.3 It heat/cool 17.0 x 15.5 It 263.5 fl= Ty Construction number U -value BluNfl2-•F) Or HTM BI 112) Area (10 or perimeter (fl) Load 81 h) Area (fl2) or perimeter (ft) Load Bluh) Heal Cod Gross N/P/S Heal Cod Gross N/P/S Heat Cod 6 11 1N - L -G 0.00 0.00 5.69 9.62 9.62 9.62 5.89 9.62 0.00 0.00 5_69 0.00 0.00 0.00 0.00 0 00 4.35 10.58 10.58 10.58 4.35 16.02 0.00 0.00 0 0 1210.0sw 2A-2ov 0.091 0.340 n n n n n n ne ne a a s s s 0 0 0 0 0 0 0 0 0 0 0 0 0 0 690 0 0 0 Vy C L -Ch 13A-2ocs 2A-2ov 2A-2ov 2A-2ov 0.201 0.340 0.340 0.340 0.201 0.340 0.091 0.340 0,201 0.091 0.340 0.340 490 5 13 39 433 0 0 0 2462 51 125 374 1883 56 137 411 159 0 0 0 159 0 0 0 902 0 0 0 y/ - LG t -G 13A-2ocs 1013-v 1213.0.sw 2A-ZDv 46 23 0 0 24 0 0 0 134 218 0 0 102 363 6 0 223 0 0 0 0 0 0 0 Q 0 0 U 0 0 0 0 0 0 0 0 0 0 0 0W Vj/ EL --CG 13A_2gS - 1 ZC Osw 2A-2ov 21v 4.35 0.00 0.00 0.00 51 0 0 0 51 0 0 0 292- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 VLM-2ocs G 2B 2A-2ov ---- -- - 12C-Osw 2A-2ov 0.201 0.340 0.091 0.340 s s- w w 5.69 9.62 0.00 0.00 4.35 12.15 0.00 0.00 508 39 0 0 470 0 0 0 2671 37-4 0 0 2044 472_____0___0_0_0 0 0 89 0 0 89 0 0 504 386 0 0 0 0 y/ q L -O 13A-2ocs 2A-2omd 2A-2ov 12C-Osw 11DO 0.201 0.580 0.340 0.091- 0.390 0.026 6.0.5.0 0. w w w n 5.69 16.41 9.62 2.58 11 .04 0.74 0.00 000 27.99 4.35 16.85 30.36 1.44 11 99 1.41 0.000 900_,____0 0.00 280 64 58 240 21 158 128 0 220 21 897 1050 561 566 228 686 1078 1769 317 248 145 0 58 0 0 86 0 0 0 0 491 0 561 0 0 376 0 1769 0 0 C 1613.38ad 12 1469 12 0 9 17 0 0 0 0 F F _ F 2OP-191 2QP-12t 0 0 0 0 0 0 0 0 0 0 0 0 Q 42 0 117622A-tpl 0.989 147 4126 0 264 6 c) AED excursion 1889 836 Envelope loss/gain 14137 116971 3634 4057 12 a) Infiltration b) Room ventilation 2906 0 920 0 828 0 262 0 13 Internal gains Occupants @ 230 Appliances/other 6 1380 2415 1 230 600 Subtotal (lines 6 to 13) 17042 16412 4461 5149 14 15 Less external load Less transfer Redistribution Subtotal Duclloads 1 3% 4% 0 0 0 17042 486 0 0 0 16412 736 0% 0% 1 0 0 0 4461 0 0 0 0 5149 0 Total room load Air required (clm) 17529 840 17148 8401 1 4461 214 5149 252 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 20t8•Apr-100920:20wrigFtsoft- ZcA - pp-- ' Right-Suilet) Universal 2018 18 0.10 RSU24011 Page 3 eAnaslasiaGLE\Lol221ThornbrookeAnaslasiaGLE.rup Calc - MJ8 House laces. E RDEL-AIR mmwo • m1 camrrrormw Right -JO Worksheet ahu 1 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY. SANFORD, FL 32771 hone: 407-333.2665 Fax. 407.333-3853 Web. WWW DEL -AIR COM Job: Lot 221 Thorn brookeAnastas... Date: 6/4/2014 By: FJF t 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area mslr bth 12.0 It 9.3 11 heat/cool 120 x so 11 96.0 Ile mslr wic 0 11 93 It heat/cool 6.5 x 7.5 11 488 112 Ty Construction number U -value Bluh/flx-'F) Or HTM Bl 112) Area (fl2) or perimeter (fl) Load BI h) Area (111) or perimeter (11) Load Bluh) Heat Cool Gross N/P/S Heat Cod Gross N/P/S Heat Cool 6 1 1 VL_GC C Vy - L_ C W 1_ GG 12C-Osw 0.091 0_340 n n 0.00 0.00 5.69 9.62 962 962 5.69 9.62 0.00 0.00 5.69 0.00 0.00 0.00 0.00 0.00 4.35 10.58 10.58 10.58 495 16.02 0.00 0.00 4,35 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A-2ov 13A-20cs 2A -20v 2A-2ov 2A-2ov 13A-20cs 10C -v0.340 12C-Osw- --- - 2A-2ov 13A-2ocs' --- 12C-Osw 2A-2ov 2B -21v 0.201 0 340 0 340 0 340 n n n n 112 0 0 0 112 0 0 0 637 0 0 0 487 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0201 0.091 0.340 ne ne a e g_ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4201 0 0 U 0 U 0 0.091 0.340 0.340 s s s 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vy I -G- 13A-20cs 2A-2ov------ t 2C-Osw 2A-2ov 0.201 0.340 0.091 0.340 s s w w 5.69 9.62 0.00 0.00 4.35 12.15 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 q - D C 13A-2ocs 2A-2omd 2A -20v i2c 05w - 2.58 11 DO _ _ _ 16B-38ad 0.201 0.580 0.340 0.091 0 390 0 026 w w w_ n 5.69 1641 9.62 11 04 0.74 4.35 16.85 30.36 1.44 11.99 1.41 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 F _ F _ F 200-191 20P-19(- --- 22A -to 0.050 0.00 0_00 2799 0.- 0.00 U_00 0 0 0 0 0 0 0 0 0Q0Q04O000 0_989 96 12 336 0 49 6 c) AED excursion 22 0 Envelope loss/gain 973 466 0 0 12 a) Infillralion b) Room ventilation 236 0 75 0 0 0 0 0 13 Internal gains. Occupants @ 230 Appliances/other 0 0 0 0 0 5 Subtotal (lines 6 to 13) 1209 541 0 5 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 1 0% 0% 0 0 0 1209 0 0 0 0 541 0 0% 0% 0 0 0 0 0 0 0 0 5 0 Total room bad Air required (cfm) 1209 58 541 26 1 0 0 5 0 Calculations aDDroved by ACCA to meet all reauirements of Manual J 8th Ed. rk- wrigFst mo rt- 2018 -Apr -10 09 20 20 ACCrA Righl-Suite® Universal 2018 18.0.10 RSU24011 page 4 eAnaslasiaGLE1Lo122tThornbrookeAnaslasiaGLE.rup Calc - MJ8 House laces E DEL --AIR Right -J® Worksheet ruamn-1101 retro ahu 1 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407.333-2665 Fax. 407-333-3853 Web WWW DEL -AIR COM Job: Lot 221 ThornbrookeAnastas... Date: 6/4/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area mslr we 0 It 93 11 heat/cool 55 x 3.5 It 19.3 It? study 10.5 It 93 11 heat/cool 10.5 x 11 5 It 120.8 02 Ty Construction number U -valueBtuWft2-•F) Or HTM BI 112) Area (112) or perimeter (11) Load at h) Area (112) or perimeter (11) Load Bluh) Heat Cool Gross N/P/S Heal Cod Gross N/P/S Heal Cod 6 Vj/S0sw C 2A-2ov 0.091 0.340 n n 0.00 0.00 0.00 0.00 0 0 0 0 0 0_ 0 0 0 0 0 0 0 0 0 0 11 Ve 13A-2ocs 2A.2ov 2A-2ov 2A-2ov 0.201 0.340 0.340 0.340 n n n n 5.69 9.62 9.62 9.62 4.35 10.58 10.58 10.58 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 98 0 0 39 59 0 0 0 336 0 0 374 257 0 0 411 Y13A-2ocs C t OC -v 0.201 0.340 ne ne 5.69 9.62 4.35 16.02 0.00 0.00 0 0 0 0 0 0 0 0___0_0_0_ 0 0 0 0 0. 0 0 0 0 0 0 0 0 0 V11 G 12C-Os,, 2A -2w 0.091 0.340 a a 0.00 000 0 0 0 0 0 0 0 W 13A-2ocs 0_ZQl e 4.35 0 0 0_ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vj/ t 12C-Osw 2A-2ov, 28-21v 0.091 0.340 0.340 s s s 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 Vj/ 1-(2A:2av Vj! L 13A-2ocs 0.201 0.3.40 0.091 0.340 s s_ w w 5.69 9.62 0.00 0.00 4.35 12.15 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12C-Osw 2A-2ov 0 0 q D 13A-2ocs 2A-2omd 2A-2ov 12C-Osw 11 DO 0.201 0.580w 0.340 w w 5.69 16.41 9.62 4.35 16.85 30.36 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O_ 0 0 0 0- 0 0 0 0 0 0- 0 0 0 0 0 0 0 0 0 0 0.091 0.390 n 2.58 11.04 1.44 11 99 0 0 0 0 0 0 C 16B-38ad 0.026 0.74 1.41 0 0 0 6 0 0 F F 2OP_191 0.05_0 0.00 0.00 0 0 0 0 0 Q_ 0 0 2OP_191 9Q$Q 0OQ 0_0Q 0 0 0 0 0- 0 121 0 11 Q 294 0 0F22A -Id 0 989 27.99 0_00 19 0 0 6 c) AED excursion 0 28 Envelope loss/gain 0 0 1004 640 12 a) Infiltration b) Room ventilation 0 0 0 0 207 0 66 0 13 Internal gains. Occupants @ 230 Appliances/other 0 0 5 0 0 0 Subtotal (lines 6 to 13) 0 5 1211 706 14 15 Less external load Less transler Redistribution Subtotal Duct loads 1 0% 0 0 0 0 0 0 0 0 5 0 0-i 0% 0 0 0 1211 0 0 0 0 706 0 Total room load Air required (clm) 10% 0 0 5 01 1 1211 58 706 35 Calculations aDDroved by ACCA to meet all reauirements of Manual J 81h Ed. wrGg1 rtsoTt- 2018 -Apr -10 09 20:20 4GC: A Righl-SuileO Universal 2018 180.10 RSU24011 Page 5 eAnaslasiaGLE\Lol221ThornbrookeAnastasiaGLE.rup Calc - MJ8 House laces E DEL -AIR Right -J® Worksheet NUM -M ahu 1 DEL -AIR HEATING & AIR 531 CODISCO WAY, SANFORD, FL 327C ND407ION6NGax 407-333.3853 Web WWW DEL -AIR COM 1 Room name 2 Exposed wall 3 Room height 4 Room dimensions 5 Room area 12.0 It Ty Construction 9.3 It number 9.3 11 heaUcool 6VN 6.5 12C•Os__ GC 6.5 x 6 5 11 2A• 2ovw 42.3 02 42.3 tt2 U -value 11 HTM Area 00 Job: Lot 221 Thorn brookeAnastas... Date: 6/4/2014 By: FJF yJ 13A-2ocs I 0. 2011 n I 5. 691 4. 351 6i 81-2710 1208161 SI3 1 241{- 1(; 2A•2ov0.340n 9.62 10.58 0 0 0 5 0 51 56 2A•2ov 0.340 n 9.62 10.58 13 0 125 137 0 0 0 0 2A -20v 0340 n 9.62 10.58 0 0 0 0 0 0 0 0 Tisr-rocs v.evr no a.oa v..10 v v v v v v v v C 10C -v _ _ _ 0.3_40 _ne 9.62 _ __16.02 0 _ 0 0 _ _ 0 _ 0 0 0 0 12C -Os w 0.091 a 0.00 0.00 0 0 0 0 0 0 0 0Y -G 2A-2ov 0.340 a 0.00 0.00 0 _ 0_ 0 0 0 0 0 0 W 13A-2ocs 0_201 _e 5.Q19 4.35__ 0 _ _0 0 0 5-1 51 292 12C-0sw 0.091 s 0.00 000 0 0 0 0 0 0 0 0 11----( f 2A-2ov 0.340 s 0 00 0.00 0 0 0 0 0 0 0 0 2B -21v 0.340 s 0.00 0.00 0 0 0 0 0 0 0 0 13A•2ocs 0.201 s 569 4.35 0 0 0 0 0 0 0 0L-G.2A-2ov 0.3.40 _s_ _9.62 _ 12.15 _ 0 0 _0 ____.__ 0 0 0 0 0 V/ 12C-0sw 0.091 w 0.00 0.00 0 0 0 0 0 0 0 0 G 2A-2ov 0.340 w 000 0.00 0 0 0 0 0 0 0 0 13A-2ocs 0.201 w 5.69 4.35 0 0 0 0 0 0 0 0 2A•2omd 0.580 w 16.41 16.85 0 0 0 0 0 0 0 0 2A-2ov _ 0.340 w 9.62 30.36 0 0 0 0_____0__ 0 0 0 I 12C-0sw 0.091 2.58 1.44 0 0 0 0 -- --0 - 0 0 -- - 0 D 11 DO 0.390 n 11. 04 11.99 ____ 0 0 0 0 0 0 0 0 C 166.38ad 0.026 _ 0.74_1_41_ 0 0 0 0 0 0 0 0 F 20P-191 0.050 0.00 000_ _ _ Q 0 0 0 0 0 0 0 0 F 2OP-191 0_QkQ _ 00 0_00 __ 0 _ 0 0 Q 0 0 0 F 22A-tpl 0.989 _ 27.98 0_00 42 _ 7 182 0 42 12 336 0 6 c) AED excursion -38 .23 Envelope loss/gam 578 3071 993 497 12 a) Inlillralion 128 41236 75 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants 0 230 0 0 0 0 Appliances/other 600 0 Sublotal (lines 6 to 13) 706 947 1230 572 Less external load 0 0 0 0 Less transler 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 706 947 1230 572 15 Duct bads -0% 0% 0 0 0% 0% 0 0 Total room load 706 947 1 1 1230572 Air required (clm) 34 46 59 28 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrGghtsoPt- 2018 -Apr -10 09 20.20 ACt\ Righl-Suite® Universal 2018 18 0.10 RSU24011 Page 6 eAnaslasiaGLE\Lol221ThornbrookeAnastasiaGLE.rup Calc a MJ8 House laces E uIll pwdr 6.5 It 12.0 It 9.3 It heat/cool 9.3 11 heaUcool 6.5 x 6.5 It 6.5 x 6 5 11 42.3 02 42.3 tt2 U -value Or HTM Area 00 Load Area (112) Load Iluh/112-•F) Elluh/It2) or perimeter (11) EI h) or perimeter (11) Btuh) Heat Cool Gross NIP/ S Heat Cod Gross N/P/S Heat Cool 0.091 n '1dn n 000 n nn 5A0 n M 0 n 0 n 0 n 0 n 0 n 0 n 0 n O n yJ 13A-2ocs I 0. 2011 n I 5. 691 4. 351 6i 81-2710 1208161 SI3 1 241{- 1(; 2A•2ov0.340n 9.62 10.58 0 0 0 5 0 51 56 2A•2ov 0.340 n 9.62 10.58 13 0 125 137 0 0 0 0 2A -20v 0340 n 9.62 10.58 0 0 0 0 0 0 0 0 Tisr-rocs v.evr no a.oa v..10 v v v v v v v v C 10C -v _ _ _ 0.3_40 _ne 9.62 _ __16.02 0 _ 0 0 _ _ 0 _ 0 0 0 0 12C -Os w 0.091 a 0.00 0.00 0 0 0 0 0 0 0 0Y -G 2A-2ov 0.340 a 0.00 0.00 0 _ 0_ 0 0 0 0 0 0 W 13A-2ocs 0_201 _e 5.Q19 4.35__ 0 _ _0 0 0 5-1 51 292 12C-0sw 0.091 s 0.00 000 0 0 0 0 0 0 0 0 11----( f 2A-2ov 0.340 s 0 00 0.00 0 0 0 0 0 0 0 0 2B -21v 0.340 s 0.00 0.00 0 0 0 0 0 0 0 0 13A•2ocs 0.201 s 569 4.35 0 0 0 0 0 0 0 0L-G.2A-2ov 0.3.40 _s_ _9.62 _ 12.15 _ 0 0 _0 ____.__ 0 0 0 0 0 V/ 12C-0sw 0.091 w 0.00 0.00 0 0 0 0 0 0 0 0 G 2A-2ov 0.340 w 000 0.00 0 0 0 0 0 0 0 0 13A-2ocs 0.201 w 5.69 4.35 0 0 0 0 0 0 0 0 2A•2omd 0.580 w 16.41 16.85 0 0 0 0 0 0 0 0 2A-2ov _ 0.340 w 9.62 30.36 0 0 0 0_____0__ 0 0 0 I 12C-0sw 0.091 2.58 1.44 0 0 0 0 -- --0 - 0 0 -- - 0 D 11 DO 0.390 n 11. 04 11.99 ____ 0 0 0 0 0 0 0 0 C 166.38ad 0.026 _ 0.74_1_41_ 0 0 0 0 0 0 0 0 F 20P-191 0.050 0.00 000_ _ _ Q 0 0 0 0 0 0 0 0 F 2OP-191 0_QkQ _ 00 0_00 __ 0 _ 0 0 Q 0 0 0 F 22A-tpl 0.989 _ 27.98 0_00 42 _ 7 182 0 42 12 336 0 6 c) AED excursion -38 .23 Envelope loss/gam 578 3071 993 497 12 a) Inlillralion 128 41236 75 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants 0 230 0 0 0 0 Appliances/other 600 0 Sublotal (lines 6 to 13) 706 947 1230 572 Less external load 0 0 0 0 Less transler 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 706 947 1230 572 15 Duct bads -0% 0% 0 0 0% 0% 0 0 Total room load 706 947 1 1 1230572 Air required (clm) 34 46 59 28 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrGghtsoPt- 2018 -Apr -10 09 20.20 ACt\ Righl-Suite® Universal 2018 18 0.10 RSU24011 Page 6 eAnaslasiaGLE\Lol221ThornbrookeAnastasiaGLE.rup Calc a MJ8 House laces E Tisr-rocs v.evr no a.oa v..10 v v v v v v v v C 10C -v _ _ _ 0.3_40 _ne 9.62 _ __16.02 0 _ 0 0 _ _ 0 _ 0 0 0 0 12C -Os w 0.091 a 0.00 0.00 0 0 0 0 0 0 0 0Y -G 2A-2ov 0.340 a 0.00 0.00 0 _ 0_ 0 0 0 0 0 0 W 13A-2ocs 0_201 _e 5.Q19 4.35__ 0 _ _0 0 0 5-1 51 292 12C-0sw 0.091 s 0.00 000 0 0 0 0 0 0 0 0 11----( f 2A-2ov 0.340 s 0 00 0.00 0 0 0 0 0 0 0 0 2B -21v 0.340 s 0.00 0.00 0 0 0 0 0 0 0 0 13A•2ocs 0.201 s 569 4.35 0 0 0 0 0 0 0 0L-G.2A-2ov 0.3.40 _s_ _9.62 _ 12.15 _ 0 0 _0 ____.__ 0 0 0 0 0 V/ 12C-0sw 0.091 w 0.00 0.00 0 0 0 0 0 0 0 0 G 2A-2ov 0.340 w 000 0.00 0 0 0 0 0 0 0 0 13A-2ocs 0.201 w 5.69 4.35 0 0 0 0 0 0 0 0 2A•2omd 0.580 w 16.41 16.85 0 0 0 0 0 0 0 0 2A-2ov _ 0.340 w 9.62 30.36 0 0 0 0_____0__ 0 0 0 I 12C-0sw 0.091 2.58 1.44 0 0 0 0 -- --0 - 0 0 -- - 0 D 11 DO 0.390 n 11. 04 11.99 ____ 0 0 0 0 0 0 0 0 C 166.38ad 0.026 _ 0.74_1_41_ 0 0 0 0 0 0 0 0 F 20P-191 0.050 0.00 000_ _ _ Q 0 0 0 0 0 0 0 0 F 2OP-191 0_QkQ _ 00 0_00 __ 0 _ 0 0 Q 0 0 0 F 22A-tpl 0.989 _ 27.98 0_00 42 _ 7 182 0 42 12 336 0 6 c) AED excursion -38 .23 Envelope loss/gam 578 3071 993 497 12 a) Inlillralion 128 41236 75 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants 0 230 0 0 0 0 Appliances/other 600 0 Sublotal (lines 6 to 13) 706 947 1230 572 Less external load 0 0 0 0 Less transler 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 706 947 1230 572 15 Duct bads -0% 0% 0 0 0% 0% 0 0 Total room load 706 947 1 1 1230572 Air required (clm) 34 46 59 28 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrGghtsoPt- 2018 -Apr -10 09 20.20 ACt\ Righl-Suite® Universal 2018 18 0.10 RSU24011 Page 6 eAnaslasiaGLE\Lol221ThornbrookeAnastasiaGLE.rup Calc a MJ8 House laces E 6 c) AED excursion -38 .23 Envelope loss/gam 578 3071 993 497 12 a) Inlillralion 128 41236 75 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants 0 230 0 0 0 0 Appliances/other 600 0 Sublotal (lines 6 to 13) 706 947 1230 572 Less external load 0 0 0 0 Less transler 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 706 947 1230 572 15 Duct bads -0% 0% 0 0 0% 0% 0 0 Total room load 706 947 1 1 1230572 Air required (clm) 34 46 59 28 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrGghtsoPt- 2018 -Apr -10 09 20.20 ACt\ Righl-Suite® Universal 2018 18 0.10 RSU24011 Page 6 eAnaslasiaGLE\Lol221ThornbrookeAnastasiaGLE.rup Calc a MJ8 House laces E Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrGghtsoPt- 2018 -Apr -10 09 20.20 ACt\ Righl-Suite® Universal 2018 18 0.10 RSU24011 Page 6 eAnaslasiaGLE\Lol221ThornbrookeAnastasiaGLE.rup Calc a MJ8 House laces E RDEL--AIR Right -JO Worksheet WATM-w`°r"°'m'° ahu 1 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407.333-2665 Fax: 407-333.3853 Web. WWW.DEL-AIR.COM 1 Room name 2 Exposed wall 3 Room height 4 Room dimensions 5 Room area 0II0I0I2A•2av0.340 Ty IConstruction v number 6 1t;jCly r1 2 C-Oso 11 Job: Lot221ThornbrookeAnastas... Date: 6/4/2014 By: FJF family rm dining rm 35 0 If 10.0 If 9.3 It heat/cool 9.3 It heat/cool 205 x 14.5 If 1.0 x 210.0 If 297.3 IV 210 0 f12 U -value Or HTM Area (II2) Load Area pl1 Load lluh/Ilz•F) (BI fly or perimeter (II) (BI h) or perimeter (11) (Bluh) Heal Cool Gross N/P/S Heal Cod Gross N/P/S Heal Cod 0.091 n 0.00 0.00 0 0 0 0 0 0 0 0 A 7AM AM AM A A A A A A A A v 13A -tors 0. 340 n 691_ 4. 3510 u v 0II0I0I2A•2av0.340 u v u n 9.62 1058 0 0 0 0 0 0 0 0 0 2A -20v 0.340I n 1- 5 9.62 10.58 0 00 0 0 0 0 0 0 V11 2A-2ov 0 340 n 9.62 10.58 0 0 0 0 0 0 0 0 v I,v+•cocs u.cui Flu a.oa R..>, u v u v u u v v toc, _ _ 0.340 ne 9.62 16.02 0 0 0 0 0 0 00 V11 122C-Osw 0.091 a 0.00 0.00 0 0 0 0 0 0 0 0 G 2A•2av 0.340 a 0.00 0.00 0 0 0 0 0 0 0 0 W 13A-2ocs 0 201 a 5_69 a_05 0 0 0 0 0 0 0 0 y/ 12C-0sw 0.091 s 0.00 0.00 0 0 0 0 0 0 0 0 2A•20v 0.340 s 0.00 0.00 0 0 0 0 0 3524 0 0 0 L- G 2B -21v 0 340 s 0.00 0.00 218 0 0 0 62 0 0 Internal gains. Occupants @ 230 Appliances/other 0 0 920 0 0 0 0 yy/1 13A•2ocs 0.201 s 5.69 435 191 1160 191 14 15 1088 0% 832 0 0 0 4213 0 93 0% 54 0 0 0 1160 0 310 237 G 2A_2ov __ .- 0.3.40 s_ ____9.62 4554 223 12.15 0 1085 53 0 0 0 39 0 374. __ 472 y/ 1210-0sw 0 091 w 0.00 000 0 0 0 0 0 0 0 0 G1 2A•2ov 0.340 w 0.00 0.00 0 0 0 0 0 0 0 0 V1/ 13A•2ocs 0.201 w 5.69 4.35 135 71 405 310 0 0 0 0 2A-2omd 0.580 w 16.41 1685 64 64 1050 1078 0 0 0 0 l- fC 2A•20v 0.340 w 9.62 30.36 0 0 0 0 0 0 0 0 R 12C-Osw 0.091 258 1 44 0 0 0 0 0 0 0 0 Calculations aDDroved by ACCA to meet all reauirements of Manual J 8th Ed wrigi lso1P!- 2018•Apr-10 09 20 20 ACCO- ^-^ - Righl•Suile® Universal 2018 18.0 10 RSU24011 Page 7 eAnaslasiaGLENLol221ThornbrookeAnaslasiaGLE rup Calc = MJ8 House faces: E 6 c) AED excursion 1195 83 Envelope loss/gain 3524 3415 963 792 12 a) Infiltration b) Room vernitalion 690 0 218 0 197 0 62 0 13 Internal gains. Occupants @ 230 Appliances/other 4 920 0 1 230 0 Subtotal (lines 6 to 13) 4213 4554 1160 1085 14 15 Less external load Less Iransler Redistribul 'on Subtotal Duct loads 0% 09/6 1 0 0 0 4213 0 0 0 0 4554 0 0% 0% 0 0 0 1160 0 0 0 0 1065 0 Total room load Air requued (clm) 4213 202 4554 223 1 1160 56 1085 53 Calculations aDDroved by ACCA to meet all reauirements of Manual J 8th Ed wrigi lso1P!- 2018•Apr-10 09 20 20 ACCO- ^-^ - Righl•Suile® Universal 2018 18.0 10 RSU24011 Page 7 eAnaslasiaGLENLol221ThornbrookeAnaslasiaGLE rup Calc = MJ8 House faces: E DEL --AIR Right -J® Worksheet ahu 1 DEL -AIR HEATING & AIR CPNDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone: 407-333.2665 Fax: 407.333.3853 Web WWW DEL -AIR COM Job: Lot221Thorn brookeAnastas... Date: 6/4/2014 By: FJF t 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area pantry 0 It 9.3 It heal/cool 6.0 x 3.5 It 21.0 112 kitchen 19.4 It 9.3 It heal/cool 1.0 x 308.0 11 308.0 112 Ty Construction number U -value Btuh/IIL-F) Or HTM EI f12) Area (Its or perimeter (11) Load Btuh) Area (Its or perimeter (It) Load Bluh) Heal Cod Gross N/P/S Heat Cool Gross N/P/S Heal cod 6 It W G 12C-Osw 0.091 0.201 0.340 0.340 0.340 0 0 0 0 0 0 0 0 0 0 n n 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 02A•2ov ---0.340 13A-2ocs 2A-2ov 2A-2ov 2A-2ov n n n n 5.69 9.62 9.62 9 62 4.35 10.58 10.58 10.58 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vy G VIl t -G W- _ _ 13A-2ocs IOC•v _0.340 l2C-Osw - 2A•2ov 0.201 0.091 0.340 no ne e 5.69 9.62 0.00 0.00 4.35 1.602 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 46 23 0 0 24 0 0 0 134 218 0 0 102 363 0 13A_2oCs 0_201 0.091 0.340 0.340 0.201 0.340 0.091 0.340 e e _ s s s 5-6-9 0 0 0 0 0 U 0 0 0 12C•Osw 2A-2ov 2B -21v 0.00 0 00 000 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 t--( Y-[ 13A-2ocs 2Ac2ov - _ 12C -Os w 2A•2ov s s- w w 5.69 9.62 0.00 0.00 4.35 1215 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 135 0_ 0 0 135 0 0 0 770 0 0 0 589 0 0 0 q D C 13A-20cs 2A•2omd 2A-2ov 12C-0sw - 11DO _ _ 16B-38ad 0.201 0.580 0 340 0.091 0.390 0.026 w w w n 5.69 16.41 9.62 2.58 11.04 0.74 4.35 16.85 30.36 1.44 11_99 1.41 0 0 0 0 0 0_ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 240 21 12 0 0 0 220 21 12 0 0 0 566 228 9 0 0 0 317 248 1700 F 20P_191 0 050 0_00 0_00 0 0 0 0 0 0 F F 20P•191-- _ 22A -22A99 QQW 0.00 049 0 0 0 9 0 0 0 0 6 c) AED excursion 0 114 Envelope loss/gain 0 0 12468 1523 12 a) Inliltralion b) Room ventilation 0 0 0 0 383 0 121 0 13 Internal gains: Occupants 0 230 Appliances/other 0 0 5 0 0 1200 Subtotal (lines 6 to 13) 0 5 2851 2844 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 05/6 05/6 0 0 0 0 1 0 0 0 0 5 0 17"/, 26°/, 0 0 0 2851 1 486 0 0 0 2844 736 Total room bad Air required (clm) 0 0 5 0 3337 160 3580 175 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrGgFstsoft- 2018 -Apr -10 09.20 20 AGA"- Righl-Sumle® Universal 2018 18.0 10 RSU24011 Page 8 eAnaslasiaGLE\Lol221ThornbrookeAnastasiaGLE.rup Calc = MJ8 House laces: E JDEL-AIR Right -J® Worksheet muff= -emcor1nmmw ahu 2 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333.2665 Fax. 407-333.3853 Web WWW.DEL-AIR COM 1 Room name 2 Exposed wall 3 Room height 4 Room dimensions 5 Room area u Ty Construction 16070 112 224.8 112 number Or HTM Area (it2) 6 VI/ 12C -Or IIuIV112-°F) I- (; 2A -2o or perimeter (11) VLS or perimeter (11) Bluh) Heat Cool 11 N/P/S Heat Job: Lot221Thorn brookeAnastas... Date: 6/4/2014 By: FJF vy ahu 2 second suite ne 169 0 11 300 It u 90 11 9.0 It heat/cool u u 14.5 x 15.5 It u 16070 112 224.8 112 U -value Or HTM Area (it2) Load Area (112) Load IIuIV112-°F) 0 BI 112) or perimeter (11) 81 h) or perimeter (11) Bluh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cod 0 O I O I Y-6 2A-2ov 0.340 n 0.00 0.00 0 0 0 0 0 0.091 nwn n 2.58 uri 2.34 1n rn 491 on 461 n 1186 3no 1079 717 131 1!.n 116 297 t.0 271 fCA vy s uzvl ne u.uu u.w u u 00 u u u u u 1--G 10C -v 0.340 ne 0.00 0.00 0 0 0 0 0 00 0 0 V1! 2o I 0.340 n 0 0000 0 00001 OI OI O I OI 0 0 O I O I Y-6 2A-2ov 0.340 n 0.00 0.00 0 0 0 0 0 0 0 0 vy 1sr-rocs uzvl ne u.uu u.w u u u u u u u u 1--G 10C -v 0.340 ne 0.00 0.00 0 0 0 0 0 0 0 0 V1! 12C-Osw 0.091 a 2.58 2.34 270 240 618 562 0 0 0 0 Y-6 2A-2ov 0.340 a 962 30.36 30 0 289 911 0 0 0 0 W 13A-2ocs A2201 e 0.00 000 0 0 0 0 0 0 0 0 Vj/ 12C-0sw 0.091 s 2.58 2.34 491 431 1109 1009 0 0 0 0 2A -20v 0.340 s 9.62 1077 30 53 289 323 0 0 0 0 11 ----GG 2B -21v 0.340 s 962 1077 30 53 289 323 0 0 0 0 13A-2ocs 0.201 n 0.00 000 0 0 0 0 0 0 0 0 2A_2ov 0.3.40 s_ 0.00 0.00 0 0 0 0 0 0 0 0 579 282y/ 12C-Osw 0.091 w 2.58 234 270 225 527 140 110 257 0 600 2A-2ov 0.340 w 9.62 3036 45 0 433 1366 30 0 289 911 2375 13A-2ocs 0.201 w0.00 54% 000 0 0 0 0 0 0 0 0 2A-2omd 0.580 w 0.00 0.00 0 0 0 0 0 0 0 0 2A -20v 0.340 w 0.00 000 0 0 0 0 0 0 0 0 F 12C-Osw 0.091 0.00 0.00 0 0 0 0 0 0 0 0 D 11 DO 0.390 n 0.00 0.00 0 0 0 0 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrGgFstsoTt' 2018 -Apr -10 09,20:20 cA - Righl-Sumle® Universal 2018 18 0 10 RSU24011 Page 9 eAnaslasiaGLE\Lol221ThornbrookeAnastasiaGLE rup Calc - MJ8 House laces E 6 c) AED excursion 0 248 Envelope loss/gain 6475 8792 1178 2161 12 a) Inhllrahon b) Room ventilation 3739 0 1202 01 664 0 213 0 13 Internal gains Occupants @ 230 Appliances/other 0 0 600 0 0 0 Subtotal (lines 6 to 13) 10214 10594 1842 2375 14 5 Less external load Less Iranster Redistribution Subtotal Duclloads 33% 54% 0 0 0 102,4 3418 0 0 0 10594 5772 33% 54% 0 0 0 1842 616 0 0 0 2375 1294 Total room load Air required (ctm) 13632 840 16366 840 2458 151 3669 188 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrGgFstsoTt' 2018 -Apr -10 09,20:20 cA - Righl-Sumle® Universal 2018 18 0 10 RSU24011 Page 9 eAnaslasiaGLE\Lol221ThornbrookeAnastasiaGLE rup Calc - MJ8 House laces E DEL -AIR Right -JO Worksheet rrrstN-mr,rr ahu 2 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407.333-2665 Fax 407-333.3853 Web: WWW.DEL-AIR.COM Job: Lot221ThornbrookeAnastas... Date: 6/4/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area o wic 3 9.0 It 9.0 It heal/cool 9 0 x 60 It 54.0 112 blh 3 11.5 11 9.0 It heal/cool 11.5 x 6.0 It 69.0 112 Ty Construction number U -value Bluh/112-•F) Or HTM BI 112) Area (112) or perimeter (11) Load BI h) Area (112) or perimeler (11) Load Bluh) Heal Cod Gross N/P/S Heat Cool Gross N/P/S Heal Cool 6 Vj/ G 12C-Osw 2A-2ov 0.091 0.340 n n 2.58 9.62 2.34 10.58 81 81 209 190 104-- 11Y1 267 243 11 13A-2ocs 2A•2ov 2A•Zov 2A•20v 0201 0.340 0.340 0.340 n n n n 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vy - C VIl Y_G A- 13A-2ocs 10C -v 12C -Os w 2A-2ov 13A-2ocs 0201 0.340 0 091 0 340 ne ne a e 0.00 0.00 2.58 0.00 0.00 2.34 30.36 0 0 0 0_ 0 0 0 0 0 0 0 0 0 0 0- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0_201 0.091 0.340 0.340 Q s s s 9.62 000 2.58 9.62 9.62 NO-0 2.34 10.77 1077 p 0 0 0 9 0 0 0 0 0 0 0 0 0 0 0 0 0 12C-Osw 2A-2ov 2B -21v 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 VL- tel' Y_[ 13A-2ocs 2A -2w- 12C -Os w 2A•2ov 0.201 0.340 0.091 0.340 s s- w w 0.00 0.00 2.58 9.62 0.00 0.00 234 30.36 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 o 0 0 0 0 0 0 0 0 0 0 q C 13A•20cs 2A-2omd 2A-2ov 12C-Osw 16B-38ad 0.201 0.580 0.340 0.091 0.028 w w w_ 0.00 0.00 000 0.00 0.00 000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0- 0 0 69 0 0 0 0 0 51 0 0 0 0 0 97 0.00 000 0.74 0.00 0.00 0 0 0 0 0 0 0 0 0 0 691.41 54 54 40 76 F 2OP-191 0.050 1.41 0.71 0 0 0 0 0 U 0 F 20P-191 0 j5Q 1.41 71 0 0 0 0 0 0 0 0 F 228•Ipl 0_989 0_00 0_00 0 0 0 0 0 0 6 c) AED excursion 31 39 Envelope loss/gain 248 235 317 301 12 a) Inlillralion b) Room ventilation 199 0 64 01 254 0 82 0 13 Internal gains Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 447 299 572 383 14 15 Less external load Less Iransler Redslribulion Subtotal Duct loads 33'/0 54% 0 0 0 447 150 0 0 0 299572 163 33% 54% 0 0 0 191 0 0 0 383 208 Total room load Air required (clm) 597 37 463 24 763 47 591 30 Calculations aDDroved by ACCA to meet all requirements of Manual J 8th Ed. r wrigFstsoTY- 2018-Apr•3009:20.20 AGS. Right -Suite® Universal 2018 18.0 10 RSU24011 Page 10 eAnaslasiaGLE\Lol221ThornbrookeAnaslasiaGLE rup Calc = MJ8 House laces E s DEL -AIR HUMID • M tbMnmmw Right -JO Worksheet ahu 2 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333.2665 Fax: 407.333-3853 Web: WWW DEL -AIR COM Job: Lot 221 Thorn brookeAnastas... Date: 6/4/2014 By: FJF 1 2 3 4 5 Room dame Exposed wall Room height Room dimensions Room area rm 4 28.0 It 9.0 1t heat/cool 14.0 x 14.0 It 196.0 IIz rm 3 wic 7.0 11 9.0 It heat/cool 9.5 x 5.0 11 47.5 IV Ty Construction number Ll -valueBluM12-11F) Or HTM BI 119 Area (119 or perimeter (It) Load BI h) Area (112) or perimeter (11) Load Bluh) Heal Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cool 6 260 159 V/ C 12C-Osw 28-2ov 0.091 0340 n n 2.58 162 2.34 1Q58 126 15 111 0 286 144 18 0 18 0 46 0 42 0 11 13A-2ocs 2A-2ov 2A-2ov 2A-2ov 0.201 0 340 0.340 0.340 n n n n 000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 y/ G T_GZA-20v 13A-2ocs 10C -v _ 12C-0sw 0.201 0.340 ne ne 0.00 0.00 0.00 0.00 0 0 126 15 0 0 111 0 0 286 144 0 0 260 455 0 0 45 0 0 0 45 0 0 0 116 0 0 0 105 0 0.091 0.340 a 2.58 9.62 234 3036 W 13A-2pcs 12C-0sw 2A-2ov 28-21v 0_201 0 091 0.340 0.340 a e Q Q.-CLO 0 O 0 0 0 0 00 s s s 258 9.62 9.62 2.34 10.77 10.77 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 IW - G Vjl Y -C 13A-2ocs 2A-2ov 12C -Os w 2A-2ov 0201 0.390 0.091 0.340 s s_ w w 0.00 0.00 2.58 9.62 0.00 0.00 2.34 30.36 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 D C 13A-2ocs 2A-2omd 2A-2ov 0.201 0.580 0.340 0.091 0.390 w w w n 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.000.00 000 0.00 0 0 0 0 0 0 0 0 0 0 0 144 0 0 0 0 0 276 0 0 0 0 0 48 0 0 0 U 0_ 48 0 0 0 0 0 35 0 0 0 0 0 67 12C-Osw - 11 DO 16 B -38W 0 0 186 0 0 1960.026 0.74 1.41 F--- 0_050_ 0.050 1.41 0.71 0 6_-__0-_-__0-_-__-_11-__ 0 0_ 0 0 0 0 11 0 0 l6- 0 0 8 0F F P-191 20P-1191-_-- 22 Ipl. 141.712 0 0 0_ 0_989 0_00 Q00 p 0 6 c) AED excursion 82 25 Envelope loss/gain 1005 1329 213 197 12 a) Infiltration b) Room ventilation 619 0 199 0 155 0 50 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 1624 1528 368 247 14 15 Less external load Less transfer Redistribution SUblolal Ducl loads 331/0 54% 0 0 0 1624 544 0 0 0 1528 833 33% 54% 0 0 0 368 123 0 0 0 247 135 Total room load Air required (clm) 2168 134 2361r121 1 1 491 30 382 20 Calculations aDDroved by ACCA to meet all reauirements of Manual J 8th Ed. rk- wrigFsFsof!- 2018 -Apr -10 09 20 20 4C= Righl-Supe® Universal 2018 18.0.10 RSU24011 Page tt eAnastasiaGLE\Lot22tThornbrookeAnaslasiaGLE rup Calc = MJ8 House laces E jDEL-AIR Right -JO Worksheet NUUM-AM ahu 2 DEL -AIR HEATING 8r AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407.333.2665 Fax. 407-333.3853 Web WWW DEL -AIR COM Job: LOt221ThornbrookeAnastaS... Date: 6/4/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area rm 3 24.0 It 9.0 11 heat/cool 13.0 x 11.0 11 143.0 112 1011 11.5 It 9.0 If heal/cool 11.5 x 11.0 If 126.5 112 Ty Construction number U -valueBluhrl12-•F) Or HTM BI 112) Area (112) or penmeter (II) Load Bluh) Area (112) or perimeter (11) Load Bluh) Heal Cool Gross N/P/S Heal Cod Gross N/P/S Heat Cod 6 T12 C Os 2A W 0.091 0340 n n 258 2.34 0_62 10_58 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 if 13A-2ocs 2A-2ov 2A-2ov 2A-2ov 0201. 0 340 0.340 0.340 n n n n 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L13A•2ocs C Vjl G 1_OC-v 0.201 0.340 ne ne 0.00 0.00 0.00 0.0_0 2.58 2.34 9.62 30.36 000 __ 0_ 00 2.58 2.34 9.62 10.77 962 10.77 0 0 0 0 84 0 0 0 2115 0 0 0 0 6 0 0 0 0 0 0 0 12C -Os w 2A-2ov 0.091 0.340 e- a 99 15 197 455 0 0 0 0 0 0 W 13A -2;&s 0_201 e 0 117 0 0 0 117 0 0 144 0 301 0 0 0 0 0 0 0 12C-Osw 2A-2ov 2B -21v 0.091 0.340 0.340 s s s 274 0 0 104 30 0 74 26 0 189 289 0 172 323 0 VLG13A-2ocs Y12C-Osw Y_C 2Ac2ov 0.201 0.340 0.091 0.340 s s- w w 0.00 0.00 0.00 -- -0.00 2.58 2.34 9.62 30.36 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02A•2ov 0 0 t3A-2ocs 2A-2omd 2A-2ov 0.201 0.580 0 340 0.091 0.390 w w w 0.00 0.00 0.00 0.00 0.00--0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0- 0 0 q D 12C-Osw 11 DO n 0 0 0 0 0 0 0 0 0 0 0 0 C 16B-38ad0.026 0.74 1.41 143 143 105 202 127 127 93 178 F 2OP-191 0.0.50 1.41 0.71 1 1 2 1 0 0 0 0 F 2oP-1 I 5D 1.41 0.71 0 0 0 0 0 0 0 0 F 22A -Id 0989 0.00 090- 0 0 0 0 0 0 0 0 6 c) AED excursion 40 37 Envelope loss/gain 769 1169 5711 637 12 a) Infiltration b) Room ventilation 531 0 171 0 254 0 82 0 13 Intemal gams: Occupants @ 230 Appliances/olher 0 0 0 0 0 0 Subtotal (lines 6 to 13) 1300 1339 825 719 14 15 Less external load Less transfer Rer6slnbuuon Subtotal Duct loads 33% 1 54%1 0 0 0 130 0 435 0 0 0 1339 730 339/6 54% 0 0 0 825 276 0 0 0 719 392 Tolal room load Air required (cfm) 1735 107 2069 106 1102 68 1110 57 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrGghtsott- 2018 -Apr -1009:20.20 A55K Right -Suite® Universal 2018 18.0 IO RSU24011 Page 12 eAnaslasiaGLE\Lol22tThornbrookeAnastasiaGLE rup Calc = MJ8 House laces E DEL -AIR Right -J® Worksheet WAM-= ahu 2 DEL -AIR HEATING & AIR CPNDITIONING 531 CODISCO WAY, SANFORD. FL 32771 hone, 407.333.2665 Fax 407.333-3853 Web WWW.DEL-AIR.COM Job: Lot221ThornbrookeAnastas... Date: 6/4/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area game room 20.5 It 9.0 It heal/cool 20.5 x 14.5 It 297.3 II2 stairs 3.5 It 90 It heal/cad 1.0 x 311.3 It 311.3 W Ty Construction number U -valueBluNlll•F) Or HTM BI 112) Area (112) or perimeter (It) Load Bluh) Area (II2) or perimeter (II) Load Bluh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heal cod 6 112A Vjl G 12C-Osw - - - 2A•2ov 0.081 0-.3-4-0 0201 0 340 0.340 0.340 n n n n n n 2.58 9.62 0.00 0.00 0.00 0.00 2.34 10.58 0.00 0.00 0.00 000 0 0 0 0_ 81 0 74 0 0 0 0 0 32 0 32 0 LLhhh 13A-2ocs 2A-2ov 20v 2A -20v 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 t -G C W __ V 13A-2ocs 1oc-v 12C-Osw 2A -2o% 13A-2ocs -__ 12C-Osw 2A•2ov 2B -21v 0.201 0.340 0.091 0.340 0.091 0.340 0.340 ne ne a a 0.00 0.00 2.58 9.62 0.00 000 234 30.36 0 0 0 0 0 0 0 0 0 0 0 362 0 323 0 0 0 0 0 0 0 0 0 0 0 0 - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0_00 0_QO 0 0 0 s s 5 2.58 9.62 962 2.34 10.77 10.77 185 0 30 155 0 26 398 0 289 Vll L- 13A-2ocs 2A-2ov _-- _ -- _ 12C -Os w 2A•20v 0.201 0.340 0.091 0.340 s s___ w w 0.00 0.00 258 9.62 0.00 0.00____.__ 2.34 30.36 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vj/ G L --G q-- - D C F F 13A-2ocs 2A-2omd 2A-2ov 12C-Osw 11 DO 16B-38ad - 20P-1910 22A•td_-_-- - - 0.201 0.580 0340 0.091 0.390 0260 0.050 0.050 0.989- w w w n 0.00 0.00 0.00 0.00 0_00 0.74 1.41 1,41 Q00 0.00 0.00 0.00 0.00 Q-_00 1.41 0.71 0 71 0400 0 0 0_ 0 0 0 0 0 0 0 297 0 0 0 0 0 0 0 0____ 4.19 0 0 0 0 0 0----. 311 0 0 0 0 0 3_11 0 0 0 0 0 0 229 0 0 0 0 0 0 439 0 0 0 297 219 0 0 0 0 0 Q 0 0 Q 0 0 0 0 00--- 0_--_-0 6 c) AED excursion 138 50 Envelope loss/gain 905 966 310 463 12 a) Infiltration b) Room ventilation 454 0 146 0 77 0 25 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 600 0 0 0 Subtotal (lines 6 to 13) 1359 1712 388 488 14 Less external load Less transfer Redistribution Subtotal Duct loads 339/6 1 54% 0 0 0 1359 455 0 0 0 1712 933 33"/0 54% 0 0 0 388 130 0 0 0 488 266 r Total room load Air required (clm) 1814 112 2645 136 517 32 754 39 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrGgF tsoft- 2018-Apr•1009.20:20 A --- Right -Suite® Universal 2018 18 0 10 RSU24011 Page 13 eAnastasiaGLE\Lol221ThornbrookeAnastasiaGLE.rup Calc = MJ8 House laces- E 1 DEL -AIR Right -J® Worksheet mn.w•ewoormrrmmro ahu 2 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407-333-2665 Fax 407-333-3853 Web WWW DEL-AIR.COM 1 Room name 2 Exposed wall 3 Room height 4 Room dimensions 5 Room area heat/cool Ty IConstruction s 5.5 x 14.5 It number 6 y/ - 12C•Osw G 2A-2ov Vj/ 13A-2ocs 0. 201 O.00 I UI OI O I OIL((;; 2A•2ov 0.340 n 0.00 0.00 0 0 0 0 0 0 0 0 11 2A-2ov 0.340 n 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov 0 340 n 0.00 0.00 0 0 0 0 0 0 0 0 ocs G 10C-v I-G Job: Lot 221 Thorn brookeAnastas... Date: 6/4/2014 By: FJF 2A -ZDV 2B -21v 13A-2ocs 2A.-2ov L_ G12C- 0sw 2A-2ov 13A -2o GG 2A-2omd 2A -ZDV LUrVU MKl:-1 tIAM 0 091 o bath 2 o wic 2 2.34 5.5 11 7.5 It 0 340 90 it heat/cool 90 It heat/cool s 5.5 x 14.5 It 4.0 x 75 It 0.340 79.8 02 0.00 30.0 02 0091 Or HTM Area (II2) Load Area (IIS Load 3036 BI 112) or perimeter (II) BI h) or perimeter (11) Bluh) w Heat I Cool Gross N/P/S Heal I Cool Gross I N/P/S Heal Cod n 2.58 o r.3n 2.34 rc 0 n 0 n 01n 01n 01n 0 n 0 n 0 n 2A -ZDV 2B -21v 13A-2ocs 2A.-2ov L_ G12C- 0sw 2A-2ov 13A -2o GG 2A-2omd 2A -ZDV LUrVU MKl:-1 tIAM 0 091 S 2.58 2.34 0.340 s 9.62 10.77 0 340 s 9.62 10.77 0201 s 0.00 0.00 0.340 s_ 0.00 0.00 0091 w 2.58 234 0.340 w 962 3036 0.201 w 0.00 0.00 0.580 w 0001 0.00 0 V V D 0 0 0 0 0 Q 0 0 0 0 0 0 0 0 0 0 0 174 158 0 0 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 81h Ed. wrGgFstso>Ft- 2018 -Apr -10 09 20 20 Righl-SuileO Universal 2018 18 0 10 RSU24011 Page 14 eAnaslasiaGLE\Lol22IThornbrookeAnaslasiaGLE rup Calc - MJ8 House laces E 6 c) AED excursion 30 26 Envelope loss/gain 299 255 238 196 12 a) Inlillration b) Room ventilation 122 0 39 01 166 01 53 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 421 294 404 250 14 1151 Less external load Less Iransler Redistribution Subtotal Duct loads 1 33% 1 54% 0 0 0 421 141 0 0 0 294 160 339/6 54% 0 0 0 404 135 0 0 0 250 t36 Total room load Air required (clm) 561 35 455 23 540 33 386 20 Calculations approved by ACCA to meet all requirements of Manual J 81h Ed. wrGgFstso>Ft- 2018 -Apr -10 09 20 20 Righl-SuileO Universal 2018 18 0 10 RSU24011 Page 14 eAnaslasiaGLE\Lol22IThornbrookeAnaslasiaGLE rup Calc - MJ8 House laces E DEL-AIR IfNOe • s1 mlonmmla Right -JO Worksheet ahu 2 DEL -AIR HEATING & AIR CPNDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone: 407.333.2665 ax: 407.333.3853 Web: WWW.DEL•AIR.COM Job: Lot 221 Thorn brookeAnastas... Date: 6/4/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area 0 we 2 11.0 It 9.0 It heal/cool 4.0 x 7.0 It 28.0 112 Ty Construction number U -value Bluh/II2-•F) Or HTM BI 112) Area (II1) or perimeter (It) Load 81 h) Area or perimeter Load Heat Cool Gross N/P/S Heal Cod Gross N/P/S Heal Cod 6 11 0.091 0.340 n n 2.58 9.62 0.00 0.00 0.00 000 2.34 10.58 0.00 0.00 0.00 0 00 0 0 0 0 VII G 12C-0sw 2A•2ov 0 0 0 0 13A-2ocs 2A•2ov 2A•2ov 2A•2ov 0.201 0.340 0.340 0.340 n n n n 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 y/ L -G Vj/ G Vj/ 13A•2ocs l OC -v 12C -Os w 2A -2,v _ _ 12C-Osw 2A-2ov 2B -21v 0.201 0.340 0.091 0 340 0 091 0 340 0 340 ne ne a e s s s 0.00 0.00 2.58 9.62 0_00 2 58 962 962 0.00 000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2.34 30.36 0 QO 2.34 1077 10.77 0---- 36 0 0 36 0 0 93 0 0- 84 0 0 L-G.2A:2Dv fY ---G 13A-2ocs 0201 0.3.40_s--0.00---.0.00 0.091 0.340 s w w 0.00 2.58 9.62 0.00 2.34 30.36 0 0-.--- 63 15 0 0 48 0 00 0 124 144 0 112 455 12C -Os w 2A•2ov q - 0 13A-2ocs 2A-2omd 2A-2ov 12C-Osw 11 DO 0.201 0.580 0.340 0.091 0.390 w w w n 0.00 0.00 0.00 0.00 0.00 0.00 000 0.00 0.00 000 0 0 0 0 0 0 0 0 0 0 28 0 0 0 0 0 0 0 0 o 0 C 16B•38ad 0.026 0.050 0.W 1.41 28 0 ------ 28 0 21 39- F F 2OP-191 0.74 1.4t 1.41 0. 71 0 71 Q_00 0 28 0 0 0 P-1 40 0 20 0F228-Ipl 0_989 0_00 6 c) AED excursion 170 Envelope loss/gain 421 882 12 a) Infiltration b) Room ventilation 243 0 78 0 13 Internal gains: Occupants 0 230 Appliances/other 0 0 0 Subtotal (lines 6 to 13) 664 960 14 Less external load Less transfer Redistribution Subtotal Duct loads 339/6 1 54% 0 0 0 664 222 0 0 0 960 523 r Total room load Air required (clm) 887 55 1483 76 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigFstsoTt- 2018-Apr•10 09'20 20 AC•Z kRighl•Suile® Universal 2018 18 0 10 RSU24011 Page 15 eAnaslasiaGLEkLol221ThornbrookeAnaslasiaGLE.rup Calc = MJ8 House laces. E 1 DEL -AIR Duct System Summary MIMIC • AM C011M o mto ahu 1 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407.333.2665 Fax: 407.333.3853 Web: WWW.DEL-AIR.COM For: Taylor Morrison Job: Lot221Thorn brookeAna... Date: 6/4/2014 By: FJF Heating Cooling External static pressure 0.30 in H2O 0.30 in H2O Pressure losses 0.06 in H2O 0.06 in H2O Available static pressure 0.24 in H2O 0.24 in H2O Supply / return available pressure 0.120 / 0.120 in H2O 0.120 / 0.120 in H2O Lowest friction rate 0.151 in/100ft 0.151 in/100ft Actual air flow 840 cfm 840 cfm Total effective length (TEL) 159 ft Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Matl Actual Ln (fl) Ftg.Egv Ln (ft) Trunk dining rm h 1160 56 53 0.201 6.0 Ox 0 VIFx 27.1 92.0 SO family rm C 4554 202 223 0.187 9.0 Ox 0 VIFx 36.2 92.0 SO kitchen C 3580 160 175 0.218 8.0 Ox 0 VIFx 18.0 92.0 stl mstr bth h 1209 58 26 0.163 5.0 Ox 0 VIFx 40.3 107.0 St4 msir rm c 5149 214 252 0.151 8.0 Ox 0 VIFx 52.0 107.0 SO mstr we C 5 0 0 0.166 4.0 Ox 0 VIFx 37.5 107.0 SO mstr wic C 5 0 0 0.162 4.0 Ox 0 VIFx 41.1 107.0 SO pantry C 5 0 0 0.215 4.0 Ox 0 VIFx 19.6 92.0 SO pwdr h 1230 59 28 0.204 5.0 Ox 0 VIFx 25.5 92.0 stl study h 1211 58 35 0.168 6.0 Ox 0 VIFx 36.2 107.0 s14 util c 947 34 46 0.204 5.0 Ox 0 VIFx 25.5 92.0 stl wrightsoR- 2018 -Apr -10 09 20,22 I+ Right -Suite® Universal 2018 18 0.10 RSU24011 Page 1 AC0% eAnastasiaGLE\Lol221ThornbrookeAnaslasiaGLE rup Calc - MJ8 House laces E Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk s14 Peak AVF 330 314 0.151 605 10.0 0 x 0 VinlFlx SO stl Peak AVF 840 840 0.151 602 16.0 0 x 0 VinlFlx wrightsoR- 2018 -Apr -10 09 20,22 I+ Right -Suite® Universal 2018 18 0.10 RSU24011 Page 1 AC0% eAnastasiaGLE\Lol221ThornbrookeAnaslasiaGLE rup Calc - MJ8 House laces E Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Mail Trunk rb3 Ox 0 840 840 0 0 0 0 Ox 0 VIFx wrightsoft- 2018 -Apr -10 09,20,22 Right -Suite® Universal 2018 18.0. 10 RSU24011 Page 2 AM% ...eAnastasinGLE\Lol221ThornbrookeAnastasiaGLE rup Calc = MJ8 House faces E 1' DEL -AIR Duct System Summary t UM0 - Al CONN11181mt6 a h u 2 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407.333.2665 Fax 407.333.3853 Web WWW.DEL-AIR COM For: Taylor Morrison External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.200 in/100ft 840 cfm Job: Lot 221 Thorn brookeAna... Date: 6/4/2014 By: FJF Cooling 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.200 in/100ft 840 cfm 120 f t Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk blh 3 h 763 47 30 0.311 4.0 Ox 0 VIFx 7.1 70.0 Peak AVF game room c 1322 56 68 0.274 6.0 Ox 0 VIFx 17.5 70.0 205 game room -A c 1322 56 68 0.286 6.0 Ox 0 VIFx 14.0 70.0 loll h 1102 68 57 0.203 6.0 Ox 0 VIFx 33.0 85.0 s13 o bash 2 h 561 35 23 0.209 4.0 Ox 0 VIFx 29.7 85.0 st2 o we 2 c 1483 55 76 0.200 4.0 Ox 0 VIFx 35.0 85.0 s12 o wic 2 h 540 33 20 0.206 4.0 Ox 0 VIFx 31.5 85.0 s12 o wic 3 h 597 37 24 0.318 4.0 Ox 0 VIFx 5.5 70.0 rm 3 h 1735 107 106 0.206 6.0 Ox 0 VIFx 31.5 85.0 st3 rm 3 wic h 491 30 20 0.202 4.0 Ox 0 VIFx 33.7 85.0 st3 rm 4 h 2168 134 121 0.281 6.0 Ox 0 VIFx 15.5 70.0 second suile c 3669 151 188 0.223 7.0 Ox 0 VIFx 22.7 85.0 st2 slairs c 754 32 39 0.306 6.0 Ox 0 VIFx 8.6 70.0 wrighttsoft- 2018 -Apr -10 09.20.22 Right -Suite® Universal 2018 18.0.10 RSU24011 Page 3 AC0% . eAnaslasiaGLE%Lol221ThornbrookeAnastasiaGLE rup Calc - MJ8 House laces E Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk st2 Peak AVF 274 308 0.200 564 10.0 0 x 0 VinlFlx st3 Peak AVF 205 183 0.202 587 8.0 0 x 0 VinlFlx wrighttsoft- 2018 -Apr -10 09.20.22 Right -Suite® Universal 2018 18.0.10 RSU24011 Page 3 AC0% . eAnaslasiaGLE%Lol221ThornbrookeAnastasiaGLE rup Calc - MJ8 House laces E Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Mail Trunk rb2 Ox 0 840 840 0 0 0 0 Ox 0 VIFx C Wrightson" 2018 -Apr -1009:20:22 w.• , . Right -Suite® Universal 2018 18 0.10 RSU24011 Page 4 144CCA . eAnaslasiaGLE\Lol221ThornbrookeAnaslasiaGLE.rup Calc = MJ8 House laces: E 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot221ThornbrookeAnastasiaGLE Builder Name: Taylor Morrison Street: Permit Office: City, Stale, Zip: FL, Permit Number: Owner: Jurisdiction: 691500 Design Location. FL, Orlando COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit the insulation and 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 inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/door jambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spac as. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air light and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to rill voids between fire sprinkler cover plates and walls or ceilin q a. In addition, inspection of log walls shall be in accordance with the provisions of ICC -400. 4/10/2018 9.12 AM EnergyGauge® USA - FlaRes2017 FBC 61h Edition (2017) Compliant Software Page 1 of 1 FORM R405-2017 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2017 Florida Building Code, Energy Conservation via the residential Simulated Performance Method shall include: O This checklist O A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, a -ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst-case orientation, name and version of the compliance software tool, name of individual completing the compliance report (one page) and an input summary checklist that can be used for field verification (usually four pages/may be greater). O Energy Performance Level (EPL) Display Card (one page) O HVAC system sizing and selection based on RCCA Manual S or per exceptions provided in Section R403.7 O Mandatory Requirements (five pages) Required prior to CO for the Performance Method: O Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) O A completed Envelope Leakage Test Report (usually one page) D If Form R405 duct leakage type indicates anything other than default leakage", then a completed Form R405 Duct Leakage Test Report (usually one page) EnergyGauge®- USRCSB v6.0 4/10/2018 9:11:22 AM Page 1 of 1 FORM R405-2017 Envelope Leakage Test Report Performance FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Performance Method Project Name: Lo1221ThornbrookeAnastasiaGLE Builder Name: Taylor Morrison Street: Permit Office: City, State, Zip: FL, Permit Number: Design Location: FL, Orlando Jurisdiction: 691500 Cond. Floor Area.: 3000 sq.ft. Cond. Volume: 27440 cu K. Envelope Leakage Test Results Leakage Characteristics Regression Data: C: n: R: Single or Multi Point Test Data — Required ACH(50) from HOUSE PRESSURE FLOW: FORM R405-2017: 1 Pa cfm 2 Pa cfm Tested ACH(50)' 3 Pa cfm Tested leakage must be less than or equal to the 4 Pa cfm required ACH(50) shown on Form R405-2017 for 5 Pa cfm this building. If the tested ACH(50) is less than 3 the building must have a mechanical ventilation 6 Pa cfm system. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2 ... Testing shall be conducted with a blower door at a pressure of 0.2 inches 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. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures, 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. SIGNATURE: PRINTED NAME: DATE: 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 third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: 4/10/2018 9:12 AM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS Permit Number: FL, MANDATORY REQUIREMENTS See individual code sections for full details. SECTION R401 GENERAL R401.3 Energy Performance Level (EPL) display card (Mandatory)The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 InstallationThe components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table R402 4 1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0 2 inch w g. (50 pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3 Interior doors, if installed at the time of the test, shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems, if installed at the time of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the test, shall be fully open. R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. R402.4.3 Fenestration air IeakagdNindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square fool (1 5 Us/m2), and swinging doors no more than 0 5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMA/ WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. 4/10/2018 9:11 AM EnergyGaugeO USA - FlaRes2017 - FBC 61h Edition (2017) Complia Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R -value requirement The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8 Exceptions: 1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. 2. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential. R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. R403.1 Controls. SECTION R403 SYSTEMS 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, filler boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct lightness criteria below Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or 7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes, to be "substantially leak free" in accordance with Section R403 3 3. R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: Rough -in test. Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the manufacturer's air handler enclosure it 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 4/10/2018 9 11 AM EnergyGauge® USA - FlaRes2017 - FBC 61h Edition (2017) Complian Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heal traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 'Y2 inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank R403.5.6 Water heater efficiencies (Mandatory). R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100'F to 140'F (38"C to 60'C). R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water -heating systems to be turned off. R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water -heating category. Solar water heaters shall meet the criteria of Section R403 5.6.2.1. R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM -1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar water -heating systems should meet the following criteria: 1. Be installed with atilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole -house mechanical ventilation system fan efficacy. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6 1. Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor R403.6.2 Ventilation air. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403 6 1. 1. The design air change per hour minimums for residential buildings in ASHRAE 62 2, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be insulated 10 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 healing and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This Code does not allow designer safety factors, provisions for future expansion or other factors that affect equipment sizing System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM CFM) MINIMUM EFFICACY a CFM/WATT) AIRFLOW RATE MAXIMU CFM) Range hoods Any 2.8 cfm/wall Any In-line fan Any 2.8 cfm/watl Any Bathroom, utility room 10 1.4 cfm/wall 90 Bathroom, utility room 90 2.8 cfm/watt Any For SI. 1 cfm = 28 3 Umin. a When tested in accordance with HVI Standard 916 4/10/2018 9:11 AM EnergyGauge® USA - FlaRes2017 - FBC 61h Edition (2017) Complia Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturers expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1. R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7.1. R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50"F (10'C), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40"F (4.8"C). R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10 1 through R403.10.5 R403.10.1 Heaters. The electric power to healers 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 selling 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. Healers 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 a1 the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for healing, computed over an operation season, is from site -recovered energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required. R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa healers shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 4/10/2018 9 11 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 4 of 5 R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature A test report from an independent laboratory is required to verity procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. R403.11 Portable spas (Mandatory^e energy consumption of electric -powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps. Exception: Low -voltage lighting. R404.1.1 Lighting equipment (Mandatory)Fuel gas lighting systems shall not have continuously burning pilot lights. 4/10/2018 9.11 AM EnergyGauge® USA - FlaRes2017 - FBC 61h Edition (2017) Complia Page 5 of 5 i s.a.cYut.om dti wT se. ra• ar ANP. ARCHWAY as r... 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P.td.W P.0 \i i IM..Tatgpp..m W L,J Y O Q O V) v QN= o p H (U Z ()J J N Q \ r QUO a Za= Q J - "0 L7_ Rating zO } Zj m W > z zcao ui 37J07Q1Y mQ—-10a0 UT 3" WASTE LINE FROM 2ND FLOOR I TERMINATING TO THEM FLOOR . i: AAV r*'1Mh KITCHEN MASTER BATH iv- vw LAUNDRY POWDER I TUB BATH CSD D, O Z 0 0 TAYLOR MORRISON THORNBROOKE S.F. HOUSE TYPE: ANASTASIA W/ OPTIONS: G RALAUNDRYTUBIN GEA LOT 221 1ST FLOOR J 1 TAYLOR MORRISON THORNBROOKE S.F. HOUSE TYPE: ANASTASIA 1. W/ OPTIONS: LAUNDRY TUB IN GARAGE LOT 221 2ND FLOG f • BATH 2 4. BATH 3 3' WASTE STAOK FROM 2ND FLOOR TERMINAYINA TO THE LST FLOOR kLl-Uj.L) COPY DESCRIPTION AS FURNISHED: Lot 221, THORNBROOKE 'PHASE 4, as recorded in Plat Book 81, Pages 70 thru 71, Public Records of Seminole County, Florida. PLOT PLAN FOR/CERTIFIED TO: Taylor Morrison of Florida, Inc. 30' UNNAMED PLATTED ROAD FLORIDA LAND & COLONIZATION COMPANY LIMITED W. BEARDALL'S MAP OF JOSEPHS (PLAT BOOK 1, PAGE 114) ry ryry. 5.00' -• 5.00' -• LOT 220 5.00' — PROPOSED - FINISHED SPOT GRADE ELEVATION PER DRAINAGE PLANS J*"-- PROPOSED DRAINAGE FLOW LOT GRADING TYPE A PROPOSED F.F. PER PLANS - 23.0' PROPOSED GRADE PER CONSTRUCTION PLAN S 00012'21 " E 40.00' 9.8.)N 00°1455" W 40.00' m i 5.00' i Ok to construct single family home with setbacks and impervious area shown on plan. Amsl,s 4 a - 'L ISR 5.00' LOT 222 106.75_ P.C. RED R 0 SE LANE 50' R/W TRACT I CR UISETNMET YETI - SCOTT 10' LANDSCAPE, LEGEND WALL & FENCE ESMT. P PLAT IDL LOT 221 r 3.0'x3.0' TYP. AC (2-TYP.) IP. 14.3' 15.7' PAX. i COVERED IR. CA Oi PATIO of CLRAR 14.3' SET I R. h NR. N h RCC..RECOVERED PROPOSED RESIDENCE VP. MODEL. ANASTASW PAP 2 CAR GARAGE LEFT CALL h Pat.. POINT OT COIDICHCEMENT FAA 5.0' CENTCRLI/E rr. Y obir NLD 8.7' BSL 0 R/V of BA 21.3' ESMT. 15' DRIVEWALK 25.20 25.18' DRAIN. 10' UTIL. ESMT. WALK UTILCLri. UTILITYCHIN LINK FENCE CUR9 9.8.)N 00°1455" W 40.00' m i 5.00' i Ok to construct single family home with setbacks and impervious area shown on plan. Amsl,s 4 a - 'L ISR 5.00' LOT 222 106.75_ P.C. RED R 0 SE LANE 50' R/W TRACT I CR UISETNMET YETI - SCOTT LEGEND - LEGEND P PLAT IDL POINT ON LINE r FIELD TYP. TYPICAL IP. WON PIPE PAX. POINT OF REVERSE CLRRVATURE IR. CA IRON ROD CONCRETE MRRDIENT CLRAR POINT Or COMPOUND CURVATURE RADIAL SET I R. IR' IR. •/BLB 43% NR. NON -RADIAL RCC..RECOVERED SOFT. VP. VITNCSS POINT PAP POINT OF BEGIN TNG CALL CALCULATED Pat.. POINT OT COIDICHCEMENT FAA PC RMAICMT REFERENCE MONUMENT CENTCRLI/E rr. FINISHED FLOOR CLCVATIOH NLD NAIL L DISK BSL BUILDING SCTBACK LILAC R/V RIGHT-Dr-VAY BA BENCHIUM ESMT. CASEMENT IA BASE BEARING DRAIN. DRAINAGE UTILCLri. UTILITYCHIN LINK FENCE WDFr- VOOD FCMCE C/D CONCRETE DIUM P.C. POINT OF CURVATURE P.T. POINT OF TANGENCY @DESC. DESCRIPTION R RADIUS L ARC LENGTH D DELTA LL CHORD BEARING NORTH THIS BIRLDINC/PROPERTY DOES.NOT UE WITHIN THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER 'FIRM* ZONE W MAP / 12117C 0055 F. BUILDING SETBACKS: FRONT = 25' REAR - 15' SIDE - 5.0' SIDE CORNER - 10' CJI. ASSOC., INC. LOT 4,775 5Q.FT. LIVING 1,467 SO. FT. GARAGE 455 SOFT. ENTRY 71 SO FT. LANAI 139 SO.FT. BREEZEWAY- N/A SO.FT. DRIVEWAY 403 SOFT. A/C PAD 18 SOFT. WALKWAY 72 SOFT. IMPERVIOUS- 55.0 x 272 2.625 SOFT. SOD 2.150 SOFT. 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 NO"S: 1. THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA ODARO Or PROFESSIONAL SURVEYORS AND MAPPERS W CHAPTER W-17 FLORDA ADMINISTRATIVE CODE PURSWNT M SECFION 472.027. RORIDA STATUES 2 UOI ESS EUDOSSED WITH SURVrM S SONAIVRE AND ORFOPM RAISED SEAL THIS SURVEY LHP OR COPIES ARE NOT VAUD. 3. THIS SUIW WAS PREPARED FROM TITLE LVFVRMATON FURNISHED TO ME SURVEYOR. THERE MAY BE OTHER RFS RICIIONS OR CASEMENTS TINT AFFECT THIS PROPERTY. 4, NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. 3. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RIVED UPON BY ANY OTHER ENTRY. 0. DIMENSIONS SHOWN FOR ME LOCATION Or PUPROVEML?NS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY UNM 7. BEATINGS, ARE BASED ASSUMED DATUM AND ON INC UNE SHOWN AS 849E BEi1RM (B.M) S. ELEVATION$. Ir SHOWN, ARE DLSED ON NATIONAL DEODERC DATUM Or 192, UNLESS OTMERWISE NOTED. 0. CDUWICATE Or AUFNI RAYON NO. 4390. CERT nED BY.• R.L.S. 1 471 1 4801 I SCALE M 1 • - 20'— 1 DRAWN BY.' ••' I / D. 1 POT PLAN 04-05-18 DER NO_ 2095-16 6*3 G R.e d /[ese L- A R/W 480 SO.177. APRON 128 SO.Fr. PLOT PLAN ONLY` SIDEWALK 200 So.FT. NOT A SURVEY) r 152 so.Fr. tOPOSED INFORMATION SHOWN AREA 5,255 SO.FT. BASED ON SUPPLIED PLAN DRIVEWAY 531 SO.FT. AND/OR INSTRUCTIONS PER SIDEWALK 272 SO FT. CLIENT NOT FIELD VERIFIED SOD SOFT. LAME SURVEYORS 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 NO"S: 1. THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA ODARO Or PROFESSIONAL SURVEYORS AND MAPPERS W CHAPTER W-17 FLORDA ADMINISTRATIVE CODE PURSWNT M SECFION 472.027. RORIDA STATUES 2 UOI ESS EUDOSSED WITH SURVrM S SONAIVRE AND ORFOPM RAISED SEAL THIS SURVEY LHP OR COPIES ARE NOT VAUD. 3. THIS SUIW WAS PREPARED FROM TITLE LVFVRMATON FURNISHED TO ME SURVEYOR. THERE MAY BE OTHER RFS RICIIONS OR CASEMENTS TINT AFFECT THIS PROPERTY. 4, NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. 3. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RIVED UPON BY ANY OTHER ENTRY. 0. DIMENSIONS SHOWN FOR ME LOCATION Or PUPROVEML?NS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY UNM 7. BEATINGS, ARE BASED ASSUMED DATUM AND ON INC UNE SHOWN AS 849E BEi1RM (B.M) S. ELEVATION$. Ir SHOWN, ARE DLSED ON NATIONAL DEODERC DATUM Or 192, UNLESS OTMERWISE NOTED. 0. CDUWICATE Or AUFNI RAYON NO. 4390. CERT nED BY.• R.L.S. 1 471 1 4801 I SCALE M 1 • - 20'— 1 DRAWN BY.' ••' I / D. 1 POT PLAN 04-05-18 DER NO_ 2095-16 6*3 G R.e d /[ese L- A 61 6tr (41 L04 ) STATE CERT .LIC EC13003715 ELECTRICAL SERVICES, INC. HOLDER: JOSEPH STRADA 3400 St Johns Pkwy STRADAN NEC 2011IFBC 107 SANFORO.FL 877.906-1113 ELECTRIC • SECURITY ELECTRICAL LOAD CALCULATIONS UPDATED 5-8-2012 MODEL' ANASTASIA BUILDER TAYLOR MORRISON SUBDIVISON misc mist TOTAL OTHER LOAD 34355 FIRST 10KVA@100% 10.000 REMAINDER (8140% 9742 LARGESTLOAO 15572 TOTAL LOAD I 35 314 V.A./ 240VOLTS= 1 147 SIZE RECOMMENDED 1 200 MINIMUM PER 150 SERVICE SIZE: I NEC 2'4032 2.5 31 3.5 41 51 1.5 VOLTIAMPS LARGEST LOAD HEAT PUMPS W/SUPPLEMENTAL HEAT 15572 2 1 Includes Heat Pump and Heat Stnps on together 0100%. 5000 Square feet Irving areal 25851 3 volt/amps 7755 Small Appliance Circuits 3 4500 Laundry Circuit 1 1500 Dishwasher 1 1500 Water Heater 1 4500 Range 1 8000 Oven 5000 0 Cooklop 5 5 KW SETUP 0 Microwave 1 1100 Dryer 1 5000 Disposal 1 500 Pool 0 misc mist TOTAL OTHER LOAD 34355 FIRST 10KVA@100% 10.000 REMAINDER (8140% 9742 LARGESTLOAO 15572 TOTAL LOAD I 35 314 V.A./ 240VOLTS= 1 147 SIZE RECOMMENDED 1 200 MINIMUM PER 150 SERVICE SIZE: I NEC 2'4032 2.5 31 3.5 41 51 1.5 10000 6500 5040 10000 6500 5280 10000 6500 6168 8000 5200 1 6888 8000 5200 1 8160 10000 6500 5000 3250 0 10 KW SETUP TON OTY KW 1.5 2990 5000 3250 0 2 1 4032 5000 3250 7282 2.5 1 5040 5000 3250 8290 3 5280 5000 3250 0 3.5 6168 5000 3250 0 4 6888 5000 3250 0 5 5 KW SETUP 8160 5000 3250 0 15572 a o [::n(G i Note, This Load Calc is base on the information provided by the budder. The recommended service size will be installed leaving sufficient usage for future homeowner. J O V> S co Z 00 14'-4' NOTE: DO NOT CUT OR ALTER TRUSSES WITHOUT CONSENT OF THIS OFFICE. BACK CHARGES WILL NOT BE ACCEPTED WITHOUT PRIOR WRITTEN APPROVAL BY OUR SERVICE DEPARTMENT AT CARPENTER CONTRACTORS OF AMERICA, INC. 877-293-9487 AND TILE ROOF 6 rl- WORD COPY MEEL4-3/1 T' 1710 PLUMB Culoo 12 ' PING 0 Ov-O OEPAP 18_ 181 HANGER CHAR 11 = THAC 426 (SIMPS(D 11r- 3/4- SUBFLOOR WALL MT. BASED ON 9'-4' A.F.F. REFER TO a PACK FOR CONNECTION. 1'-0&' 2'-0' 1 TYPICAL 7' SETBACK CORNERSET LABELING AND SPACING 1+.4 w tAnb ATTENTION! General Notes 1) M rt.+4 cbwd btttttta W Vr tU ad b b. &ok"b V7 ttW tp2) M bnt. Y M 9th N i ttF.IN OVAC 2) M btu +ciq 6 24' OL i 10rtti. u.1.L 4) Av a.1bi. bttdW tin .6mmodgao rtta i iiadq dam b. d d • t McYq IY OG 0r VT b M "pow r . mttimn r b bte mN I-btta ftwo 1 0r *Nam RY t0w b 8m -M 4 aq 06SUmd bttl.b 4bk ROOF LOADING SCHEDULE TCCCLL 20 PSF Bdl ' 0 BCDL 10 PSF DURATION = l25 x VIND SPO/TYPE- 150 MPH ENCLOSED BLDG EXPOSURE - C USAGE m RESIDENTIAL CAT B WIND IMPORTANCE FACTOR = I UPLIFTS BASED ON= 9.2 PSF DESIGN CRITERIA M 2017 TPI 2014 T--k-C tc.>metu ptr domed fu ASCE 7-10 and —i— faouf "eo pa andcbdAugs and tttma mid raa tetbq q.tm. The tmt,>e bo. b ---d w -n m ddtti.W 104 pd tt.ttmttaotm -atom cbmd b,< 1..d FLOOR LOADING SCHEDUL TCU. 40 PSF TCDL 10 PSF ame 5 PSF TOTAL 55 PSF ALL REACTIONS OVER 5000/ AND UPLIM OVER 1000 ARE SHOWN ON ENGI ONG. WALL KEY 9.-4- 20'-3/40 OESOOPnON MT. DATE NK w . Law 0E9CRIPIION OUT. DATE CARPENTER CONTRACTORS OF AMERICA 2900 AVENL 4 K V. VINTER HAVEN rLONIDA 33(180 PIOE.(800i 959-8806 r" (8671 291-2488 BUILDER TAYLOR MORRISON PROJECT THORNBROOK MODEL 2562/A CCA PROJ/NODEL/ALT YA6/9A7/W=/25tD14/258TA/91. ALT OESCGAW WOY,Yt9M SURi 2 OTC : LOT : 22l BLOC(: DATE m 1i/1Mn !0t MI 0Ca444q DESIGNER PACE 04 02 18 1 uN/ 3830988 1 THIS IS A TRUSS PLACEMENT PLAN. ITS INTENDED TO AID IN THE INSTALLATION OF TRUSSES, ENGINEERED TRUSS DRAWINGS A4 '=1' ENGINEERING PACKAGE Builder: TAYLOR MORRISON Project: 9A6/9A7 THORNBROOK Model/Building: 258SE/258MA/258TA Lot Alt: 01A,02A Lot: 221 Block: Unit: Address: JobNumber: N363098B Revision Date: New Load #: RA01 CARPENTER CONTRACTORS OF AMERICA, INC 3900 AVENUE G. N.W. WINTER HAVEN, FLORIDA 33880 PH (800) 959-8806 FAX (941) 294-7934 1NIS OVG FREPM40 FUN COINUR IRFIIT (WAN G OIM(RSIONS) SUSSITTEO IT TRUSS nFR. tAK.IO) STRONGBACK BRIDGING GUIDELINES FOR ROOF TRUSSES Strongback Bridging Guidelines for Roof Trusses Stronggback DrldgIng for roof trusses is not a requirement of ANSi TPl 1.2002 but it Is a strongly recommended guideline Dy Carpenter Contractors of America. It serves the following two functions. 1) Bridging aligns the bottom chords otter they are set s0 they are uniform along the ceiling line. This, In turn helps minimize wavy ceilings' after the installation of drywall. 2) Bridging helps 'pianing•out, the transitions) or relative deflection of adjacent trusses due to an offset in spans. In either case. Strongbackbridging should not be attached to adjacent trusses that need to be hacked into place more than W inch. Strongback bridging in roof trusses does not serve as temporary or permanent bracing and is not intended to help distribute or share design loads between trusses. Consequently, no design loads here been accounted for with this 011,11 and continuous strong beck bridging should not De attache0 between common and girder trusses that have more than W inch differential deflection. STRONG9ACKS SHOULD BE ATTACHED TO WALLS AT THEIR OUTER ENDS OR RESTRAINED BY OTHER MEANS. STRONGBACKS SHALL 6E A MINiMMUM OF 216. AND SHALL BE ATTACHED WITH A MiNiMUM OF THREE 16d COMMON OR (3) 0.131 1 3' GUN NAiLS TO A 214 VERTICAL WEB MEMBER The graphic shown on this detail Is for generic Illustrative purposes 2X6 STRONGBACK only. The exact location of strongback bridging will be specified by Carpenter Contractors of America. The use of strongback bridging shall in no way Interfere with any other design considerations specified by the Engineer of Record or Building Designer. The nailing requirements shown are consistent with ANSI/TPi 1.2002 for strongback bridging. H.T.S -Not To Scale) 6o,4ogeac6p9et4l1sDet556l8••6S698REF1l E [R Design Crit: TPI.2002(STO)/FBC PLT TYP. Wave C RT -i.00 1.25 10 0 7.31.11 p-TY:l FL ] E unu•• nvu[t u1ns.[ Lana[ e.n ,. r.on.r,,.. -mala. sv:nla. nuuua ......e,.,. TC LL PSF REF R081- 48357 nn. n a., [a'INTa <Mmner •Ven n.a•.na•). ruu,.o a rr, tTaacaa .ua nu,Tvra a, ` ran 11 u.ar. IS uaua,•, r., ono .r +Tc• nor Tawa c cu a .eanc., as ntawla ,Yw. Ytlta, ,1 ,111'1 ae. u.m n.a11Oa «Ia n Ral,ala MI, InR10.V. ,t, TC OL PSF GATE 07/28/09 tRMa Ia1[.Tn i,/ OKs, ,a1LL WR /'POLI n.ca, nmveraa Nmaa .M Nna O.1a) tMa 1 T D MUT ,naem MIG man:. v BC OL PSF ORW Neusaoel 09209396 IwFRIITINT••IW In . fI. a nI1 MI. n M F.TMWI. aao[n, M ,C,. 1me. tr.a AI V a owns[ as .+. a.aana nw nn auw, .n rows n ,va, M now ,. <waaw.M nTr / Ne.i7352 9 8C LL PSF HC -ENG DR/OR ALPINE n,, a -- V!T. eMICAK aura w, ,uraumr , ,a.uw M Tmwea. Unm cW,tw vlT, aMllaa[ /mall {int ,/ aB Iarn.LL sans tr[c. ,T VV., us M. Iry Ic, + rw[nca wro .0 K.w o anuuu rv.vun> uiv .ua amo[ o/w N. va.to mar. rnu. w,T TOT. LO . PSF AR36 nu na1,. is h:na iwaaii ,iaivau ..+Y i otl iiq iiaai as aa•a•i i+riiu SATE OF trwo ava t eempon aOrevPSne. nani ium u,n o uii a i.n .....ai iia u...... rIt TY 1111PUl,llln M iK A`Co• pl0* \ DUR . FAC . FROM Et.h.*y.R33eaa „,l,u,a,,,,,,,,a.'„)Tr1aIn.I. Jul fOmd0.t SPACING JREF• 1TTOO81_Z18 I ODA m0 Ae it HU/HUC/HSUR/L Hangers HUAHUC liangois may be, irutallud on a inasenry;curx;ietu wall as described telow. Additronalfy, HU hangers wrih one flange concealed may na irstalleai similarly. HU and HUG products are heavy -duly lace-mounl joist hangers made from 14 -gauge galvanized steel The HUC is a concealed Mange (face flanges turned in) version of the HU. HU is available with both flanges concealed, provided the W dimension is 2&/W or greater, at 1009'0 of the table bad. Specify HUG. HU is available with one flange concealed when the W dimension is less than 2346'at 100% of the table bad. Specify as v1 'X' vers,on and specify flange to conceal. For ary HU ci HUG shown in this catalog, the user may sutx tilule all face. nails will)',:' x 1 x.' Titent 3 screws Model FfN2-25134H). Follow all installation instructions and use the Inds Item this rHalog. Material: 14 gauge Finish: Galvanized, IMAX' and stainless steel available Installation: Altach the hpngws to corxxele or GFCMU %nips using hex -head filen 2 screws. I iten screws for 0FCMU VW x 21Y — Model TTN2-25234H arxi for corcrato ('A' x 134' — Model TTN! '251344 are not provided vAlh ilia hangers. Drip the 'Ki -diameter hole to the specified embedment depth plus W. Aflernatively, drip the 3/ too- diameter hole to the specified embedment depth and Now it clean using compressed air. Cwhow Overseed-dianwler holes in the base material will reduce or eliminate the mechanical interlock of the threads with the base material and will reduce the anchor's toad capauty. I)Ien Inslalatiun fool Ills uue available. l tiny include a 3,1V drip bit and hex -head drmr bit (Model TTNT01-RC); a 36' x 4 drip bit is also oumlable, (Model MI)518412). A minimum end and edge distance of 1'h' is required. Options: For skewed nanger6 use 75% of tack uplift fond. If hanger width o grrmlei than 3wb , that use 80Q6 of table eovmload; olhevvtse use 100% of table cion +dead. Codes: See p.14 for Code Reference Key Char MUC410 Ph. N. LSIMPSON gTie N O HUC410 Installed on Masonry Block End Wall HUC410Installed on Masonry Block End Wall 279 HU/HUC/HSUR/L Hangers (cont.) a These products are &,viable with additional corrosion prolecton. For rnpre mbnnalion, see p.18. a SIMPSON Strfing Tie Model No. Fasteners Allowable Loads (DF/SP) CodeOFCIJUConcrete Standard Concealed GFCMU 7+len• 2 Concrete 7ilen' 2 Joist Uplift 160) Down 100/125) Uplift 160) Down 100/125) net. HU26 HU26X 4) '•i' x 13: 4) /"v I 2)10d x l h' 335 1,000 335 1.545 HU28 11U28X 6) !.' x 13'4' 6) :%•' x 1?'." 4)10d x 1'h' 545 1,500 760 2,400 HU210 HU210X 8) !•i" x 1?.' 8) 1?." 4)100 x t h' 545 2,000 760 2.415 HU46 (Min,) HUG46 8) N.' 4)10d common 760 1,135 2,000 3,000 760 1,135 3,200 3.950HU46 (Max.) 11UG46 1121 i" x 1 11 (12) ;' r ' ': (6)10d common HU26.2 (Min.) HUC26.2 8) 41% I?.' 8) !'%N 1?." 4)10d common 760 2,000 760 3,2.00 HU26-2(Max.) HUC26-2 12) 7,14, x Ins 121'.:"x 1V. 6) 10d common 1,135 3,000 1,135 3,950 HU48 (IAi&.) HU48 Wax.) HUC48 _ HUC48 10)-,.* x.1 !s_ 14) V, ' 1, 101 '+` r 1 14) r 4)10d common 6)10d common 160 1,135 2,500 3.500 760 1.135 3./2S 4,920 HU28-2 (Mm.) HUC28-2 10) x las 10)'.:` 1 tAs 4) lod common 7610 2,500 760 3,725 HU28.2 (Max.) HUC28.2 14) L: x VW 14) Li" 1 1 v'." 6) 10d common 1,135 3,500 135 4,920 HU410 (Min.) HU410 (Max.) - - HU_C410 HUC410 - - - 14) ' • ' i 18) ': r -I ' :-- 14) 18) r + 6) 10d common 10) 1 O common 1,135 1,810 3,500 4,500 1.135 1.800 4,920 4.920 HU210.2 (Min.) HUG210.2 14)'A x 1.1; 14),.'x VW 6)10d common 1,135 3,500 1,135 4,920 HU210-2 (Max.) HUC210-2 18)'•V •' i -,Vi 18)'•14, x I -W 10)10d common 11800 4,500 1,800 5,085 HU_28X Skew 45' HSUL/p26.2 - Not ava /able) HSUL/pG26 2 6) ' % x 1 '1 12) `•'r 1V, 6) '•' ; 1-': 12) - 4)10d x 1'h`_ 4)166x 21h' 670 900 1,500 I 3,000 670 900 2.400 3,135 _ HU24-2 HUC24-2 4) :%.' x 21'1 4) /" x Ili: 2)10d common 380 1,000 380 1,545 HU212 Hli?' 2:: 10) 1" z :". V 10) : e r • . 6) 10d x l 1h' 1,135 2.500 1,135 2,665 HU2.14 14IJ?i4i 12)1: x."•vs 12)':: x 11W 6)10dx l h' 1,135 2,665 1,135 2,665 HU26-2 (Min.) HUG26.2 RAin•) 8) ' a) " 11 . 4) lOd common 60 2,OCO 60 3200 HU26.2 (Max.) HUC26-2 (Max.) 12) --r . ' 4 12) ; Y' . 6)10d common 1,135 3.000 135 3.950 170 HU26-3 (Min.) HUG26-3 (Min.) 8) :.' x 2 a 14,.* 4) l Od common 760 2.000 760 3,200 lIU26.3 (Max.) IIUC26.3 (Max.) 12)'.s r:-1; 12)'•." r 1 vs 6) 10d common 1135 3,000 1,135 3,950 HU28-2 (Min.) HU28-2 (Max.) HIJC28-2 (Min.) HUC28-2 (Max.) 10) 'i r. 1. 1 4) ` • - ". 10) '%'r 1 14) 4` r ' • , 4)10d common 6)10d common 760 1,135 2,500 3,500 760 1,135 3,725 4,920 1JU210-2 (Min.) HUC210.2 (Ain.) 114)..'x 241" 14)'.:" x 13:" 6)10d common 1.135 3,500 1,135 4,920 HU210-2 (Max.) HUC210-2 (Max.) 18) % x 21s 18). ' x 131" 10)10d common 1,800 4.500 1.800 5,085 HU210.3 (Min.) HU210.3 (1Aax.) HUC210.3 (Min.) HIIC210.3 (M,ix.) 14) 18) :: 14 r ' +' 18) = r 6) fort common 10)10d common 1,135 1,800 31500 4,500 1.135 1,800 4,920 5.085 HU212-2 (Min.) HUC212-2 (Ain.) 16) x 23+ 16)'4, x 13:" 6)10d common 1,135 4,000 1,135 4,920 HU212-2 (Max.) NUC212.2 (Max.) 22) W e 2W 22),5', 1?•:" 10)10d common 1,350 5.085 1,350 5,085 HU212-3 (Min.) HUC212-3 (Min.) 16) A' x: y% 16) A, x 1"., 6) 10d common 1,135 4.000 1,135 4,920 HU212-3 (Max.) HUC212-3 (Max.) 22) "= x ['• 22) '% x 1 v," 10)10d common 1,800 5,085 1,800 5,085 HU214.2 (Min.) NUC214.2 (Min.) 18)'.s x 241 le) '•` z', is 8) lOd common 1,515 4,500 1,515 5.085 HU214-2 (Max.) HUC214-2 (Max.) 24)'.1" x P -W 24) V x 1i:" 12)10d common 2,015 5,085 2,015 5,085 1'11214-3 (Mm.) IIUG214-3 (Min.) 18) %"Y---- 18) '; r ' : 6)10d common 1,515 4,500 1,515 5.085 HU214.3 (Max.) HUC214-3 (Maw.) 24) , r . ,s 24) a x + • ' 12)10d common 2,015 5,085 2.015 5.085 HU216 11112,61: J18) M." x Zvi" 18), -VOW 8)10d x 1 W 1,515 2.920 1,515 2,920 1111216.2 (Min.) IIUG216.2 (Min.) 20) + r i': 20) % x 1-," 8) /Od common 1,515 4,920 1,515 4 920 IIU216-2 (Max.) IIUC216.2 (Max.) 26) ' :' + % `: 26) ', -1"" " 12)10d common 2,015 5,085 2015 5.085 HU216-3 (Ain.) HUC216-3 (Min,) 20)''+" • 2}:` 20)',5" ;1 V 8) IOd common 1,515 4,920 1,515 4,920 IIU216-3 (Max.) IIUC216-3 (Max.) 26) %5" x 2}:" 26)14" x 1?•:' 12)10d common 2,015 5,085 2,015 5,085 1. UDldt bads have been increased for earthquake or w,nd duration von no further increase is slowed; iedi r..,, when nit-er bads govern. 2. Mnimum Cc = 2.500 psi and mh;mum I'm = 1,500 psi. 3.IMer1 oriy ore dariga is cuneea6d spw ily right to left w i :sebd pariyei. 4. Models wilh'X' are riot stock itenu. 5. PichAtz's h:•9 be x1,1.4 zi su:h 111,. 1 dV ° rcrcv<, arc ml k.>I , 'o w:ather. Fasteners: 1@d w mr on - 0.162' ck), r. 32' brg, 16d " 2W - 0.163' dol. x 3'-2' long; JW ecnarian - 0.148' d a. x 3' I, -N: lt)d x I 1* - 0.148' ca x i W k np. TTN2.25134H = l.' r 1=r' Titen 2: TW -252341-1 - V x 211 Tien 2. TTN25' 34H = Tls-1:' e 1W rvvJ T7t,125234H =Titan /' x :7.' may ol:m be tires :411„8 tabes b u s. See pp. 26-27 'd other rn l sizes grid tr11c mminn. 280 UPDATED 04117117 Simpson Strong -Tie Wood Const action Connectors SIMPSON StrongTie Hangers (cont.) a These products are available with adoilional corrosion protection. For more information, see P. 18. Model No. Fasteners Allowable Loads WWI CodeGFCMUConcrete Standard Concealed GFCMU Titan, 2 Concrete Titan' 2 Joist Uplift 160) Down 100/125) Uplift 160) Down 100/125) Ref. HU44 HUC44 4) !." : 21:- 4) !•, : 1 :' 2)10d common 380 1,000 380 1,545 HU46 (Mn) HUC46 (Min.) 8) x 74: 8)'r: r 1+:' 4)10d common 760 2,000 760 3,200 HU46(Max.) HUC46(Max.) 12) 6)10dcommon 1.135 3.000 1.135 3.950 HU48 (Min.) HUC48 (Min.) 10) 1Y' , :-W 10) :% • 1 V, 4)10d common 760 2,500 760 3.725 HU48 (Max.) HUC48 (Max.) 14) Vi • 2:W 14)1%: , 1?: 6)10d common 1,135 3.500 1,135 1 4,920 HU410 (Min.) HUC410 (Mn) 14):.' x 7+% 14) x V, 6) 10d common 1,135 3.500 1,135 4,920 HU410 (Max.) HUC410 (Max.) 18) 7.' • J': 18)'': • I %- 10) 10d common 1,800 4.500 1.800 4,920 HU412 (Min.) HUC412 (Min.) 16) 14" • 21: 16) 1.4 ; 1?4" 6) 10d common 1,135 4,000 1.135 4,920 lIU412 (Max.) IIUC412 (Max.) 22)'%:' x 2Y," 22)1.5" x 1 W 10)10d common 1.800 5,085 1.800 5.085 HU414 (Min.) HUC414 (Min.) 181 i+' • 7': 18) • 1 :': 8) 10d common 1.515 4.500 1.515 5.085 HU414 (Max.) HUC414 (Max.) 24)' x ?, 24)' x 1 . 12)10d common 2,015 5.085 2.015 5.085 HU416 (Min.) HUC416 (Min.) 201'•% x 21W 20)1•:" x I W 8)10d common 1.515 4,920 1,515 4,920 HU416 (Max.) HUC4161Max.) 26) :4" x 2?14" 2 6) :;" .1?S` 12)10d common 2.015 5.085 2.015 5.085 HU66 (Min.) HUC66 (Mon.) 8) i .:' :: 8) i;" • 1 <': 4)16d common 9D0 2.000 900 3,200 HU66 (Max.) HUC66 (Max.) 12)-.'. • . 12) !:' r 1 : 6) 16d common 1,345 3,000 1,345 3,950 HU68 (Min.) HUC68 (Min.) 10) !4",-, 2:K 10)'.; :1 .' 4) l6d common 900 2.500 900 3.725 HU68 (Max.) HUCG8 (Max.) 14) %,' x 24'.' 14) 1%x 1 k" 6)16d common 1,345 3,500 1,345 4,920 HU610 (Mia) HUC610 (Min.) 14) :: • 14) !:. I l: 6)16d common 1,345 3.500 1,345 4,970 HU610 (Max.) HUC610 (Max.) 181 .: 2; i" 16) + ; 1:: 8) 16d common 1.795 4.500 1,795 5.085 HU612 (Min.) HUC612 (Min.) 16)1':' x 24% 16)1'5 x 1 a'.' 6)16d common 1,345 4,000 1,345 4.920 HU612 (Mas.) HUC612 (Max.) 22) ::" x 2'14" 22) !': x 1?% 8)16d common 1,795 4,920 1,795 4,920 170 HU614[Mm,) HUC614(Min.) 181'x'. 7'i 1: 1:4, 8)l6dwromwi 1,795 4,500 1,795 5.085 HU614 (Max.) HUC614 (Max.) 24)1 Y. •+; 24)':. 11; 12)16d common 2,olb b,011b 2,015 5,08b HU616 (Min.) HUC616 (Alin.) 20) : x 2>'." 20) !4" + 1?.` 6)16d common 1,795 4,920 1,795 4,920 HU616 (Max.) HUC616 (Mdx.) 26)'•'+" x 7i':" 26)'4" x I?:" I (12) l6d wnxnon 2,015 5.085 2.015 5.085 HU7 (Min.) Not available) 12) '• 1 % 12) V.' 4)10d x 1 W 1 .11 2.980 760 21980 HU7 (Max.) Not available) 161 16) Px 1) lod x I 1,085 3,485 1,085 3.485 HU9 (Mon.) Not available) 18) %% x 1 xY 18)'.% x 1 a." 6) Iod x 1'h" 1.135 3.230 1.135 3.230 HUD (Max.) Not available) 24) !." • 1?." 24) • 1 lx" 10) 10d x I W 1,445 3,735 1.445 3.735 HUI1 (an) Not available) 22) ; x 1 .4 22)1'5 x t ." 6) IOd x I'h" 1.135 3.230 1.135 3.230 HUII (Max.) Not available) 301 x Iz4 30)':' Y 1;% 10)10d x 1'h' 1,445 3,735 1.445 3.735 HUI4 (Min.) Not available) 28) ::` . 13.." 2 8) !4" < 1?:" 8)10d x 1'h' 1.515 3,485 1,515 3.485 HU14 (Max.) Not available) 36)'4" x 1:K" 36)'•:" x 1?:" 14)10d Y I W 2,015 4,245 2,015 4,245 HU3.25/10 Mot availablel 221: Y 1 . ' 22) '." x 1 r: 10)10d common 1,895 5,085 1,895 5,085 HU3.25/12 Not available) 24) " s ! 24) - r 1 c: 12)10d common 2,015 5,085 2.015 5.085 HU410-21Min.) HUC41D-2 (Min.) 14) 14' x 134' 14) 1%x 145' 6) 16d common 1,345 3.500 1,345 4,920 HU410-2 (Max.) HUC4/0-2 (Max.) 18).4 • 11% 18)?`.' • i ." 8)16dcommon 1,795 4,500 1,795 5.085 HU412-2 (Min.) HUC412.2 (Min.) 161 :" x' - i 16) 4' x 1 r 1 (6)16d common 1.345 4,000 1,345 4.920 HU412.2 (Max.) HUC412.2 (Max.) 22) • x 1+:' 22)': x 1 W 10)16d common 1,800 4,920 1.800 Min.) HUC414-2 (Min.) 20) " x 1?4" 20) IN" + 1?'i 8)1Gdcommon 1,795 4,920 1,795 4,920lIU414.2 920HU414-2 Max.) HUC414.2 (Max.) 76)'%:' x 1 y:" 76) !,V x I b:' 12) t6d common 7,015 5.085 2.015 085 1. Uplift bads have bean increaseo for earthquake or wind duration w1h no further increase is allowed; I'MO)w When other bads 9mlern. 2. Minimum 1'c = 2.500 psi and minxnuin I'm = 1,530 Psi. 3. When only one flange is concealee specify right or left concealed flange. 4. Models with *X* aro not stock dens. S. Product; s'ia0 be I.1s1aU d ;u:11 tnul T Ion+,Lci(..w, :)on rx)t wpe,uc to weather. Fasteners: IGa wnme)n - 0.101 dia. • 31Y lxg, ICA x 2'3' = 0.1C2' cki. v 2'.i brxJ; 11'51 con,m i = 0.146 dlo. < 3' Long. 1Q1 a I iV = 0.148' du, x 110 Long. T1142-25134' I = W a 1 W Tr.en 2. ITI12-252341 I _ '4• x 20' Iden 2, T1 N2513411= Lan v;' x 1&' end TT1,125234H =Tiicn !•.' > 2-1s -.ay also W used at rua laLk/ leads. Sco pp. 26-27 tot odler re 16tez and nlo,,m5.n. 281 UPDATED 04117/17 LUS/MUS/HUS/HHUS/HGUS/HGUQ Face -Mount Joist Hangers This product is preferable to similar connectors because W of a) easier installation, b) higher loads, c) lower installed coat, or a combination of these features. AD hangers in this series have double shear nailing — an innovation that distributes the bad through two points on each joist nail for greater strength. This allows for fewer nails. faster installation, and the use of all common nails for the same connection. Double -shear hangers range born the light capacity LUS hangers to the highest capacity HGUS hangers. For medium bad truss applications, the MUS offers a lower cost alternative and easier installation than the HUS or THA hangers, while providing greater load capacity and bearing than the LUS. HGI 16) hangers provide similar capadlies as HGUS doiihla-shear hangers, but they use Simpson Strong Tiee Strong -Drive° SDS Heavy -Duty Connector screws instead of nails for faster and easier installation. In addition, the Strong -Drive SDS Heavy -Duty Connector screws help transfer the bad between the piles of the supporting girder when they penetrate all piles. Material: See tables on pp. 236-237 Finish: Galvanized. Some products available in stainless steel or 7_MAX° coating; HGUQ available it HDG; see Corrosion Information, pp. 15-18. Installation: Use allspecified fasteners; see General Notes. Nails must be driven at an angle though the joist or truss into the header to achieve the table bads. Or Lta f i Ia 1Ys 0 M G. W B LUS28 OrMUS28 SIMPSON strD z a 0 i HUS210 HUS26, HUS28, aixJ HHUS sin ikv) UTIHHUS210-2 Typical HUS26Installation with Reduced Heel Height Truss Designer to provide fastener quantity for connecting multiple mernbws fogalher) 235 LUS/MUS/HUS/HHUS/HGUS/HGUQ Face -Mount Joist Hangers (cont.) These p-oduets are available with additional corrosion , These products are approved for installation with the SUong-DrW Protection. For more infomnaton, see P. 18, SD Connector screw. See pp. 3940 for more information. 236 Model No. Myr HeW Height Ga. ns (in.) FastenersftWH8Carrying Member Carrled Member Model Na Single 2x Sizes Floor 100) Snow 115) LUS24 LUS26 2% 41A 18 1146 1146 3114 4511. 15: 1V. 4)10d 4)10d 2)10d 4)10d MUS26 4'146 18 1146 514 2 6)1Od 6)1Oil HUS26 454 16 1% 5% 3 14)16d 6)16d I GUS26 4116 12 1 % 5% 5 20)16d 8)16d LUS28 454s 18 1146 6% 114 6) lOd 4) .Od MUS28 614 18 11Se 6';4 2 8) IOd 8)10d HUS28 61h 16 1% 7 3 22)16d 8)16d HGUS28 614 12 tib 7'b 5 36)16d 12)16d Lt15210 4'/. 18 114 7116 11'. 8) 10d 4) 10d HUS210 8% 16 1% 9 3 30)16d 10)16d 1. Sea table below for allowable bads. SIMPSON Stsottg Tie Note: For dlrnensbns and fastener idomnation, sea tablo above. See table footnotes an p. 237. HHUS/HGUS See Hanger Options information on pp. 121-123. HHUS - Sloped and/or Skewed Seat HHUS hangers can be skewed to a maximum of 45• and/or sloped to n maximum of 45' For skew only, maximum allowable download is 0.85 of the lade bad For sloped only or sloped and skewed hangers, the maximum alowatlle download is 0.65 of the table bad Uplift bads for sloped/skewed conditions are 0.72 of the table bad, not to exceed 2,475 Ib. The joist must be bevel -cut to allow for double shear nailing HGUS - Skewed Seat HGUS Clangers can be skewed only to a maximum of 45•. Allowable basis are: HGUS Seat Width Joist Down Load Uplitt W < 2' Square cut 0.62 of table load 0.46 of table load W < 2' Bevel cut 0.72 of table bad 0.46 of table load 2" < W < 6' Bevel cut 0.85 of table load 0.41 of table load 2" < W < 6' Square cut 0.46 of table load 0.41 of table load W > 6' Bevel cut 0.85 of table load 0.41 of table load Acute side apecfry angle Top View HHUS Hanger Skewed Right Joist must be bevel cur) All joist nails installed on the outside angle (non-acute side). OF Allowable Loads SP Allowable Loads SPF/HF Allowable Loads Model Na UDlihl 160) Floor 100) Snow 115) Root 125) Wind 160) Uplrllt 160) Floor 100) Snow 115) Rool 125) Wind 160) UDlU11 160) Floor 100) Snow 115) Rool 125) Wind 160) Code Rel, Single 2x Sizes UI.S24 490 670 765 825 1,045 490 725 830 895 1,135 420 575 655 705 895 1.11596 1,165 865 990 1,070 1,355 1,165 940 1,075 1,165 1,475 1,005 740 845 915 1.160 17, FL, MUS26 1,090 1,295 1,480 1,605 1,825 1,090 1,410 1,610 1,745 1,825 940 1,110 1,265 1,370 1,570 LI7 HUS26 1,S50 2,120 3A95 3,335 3,335 1,550 2,950 3,335 3,335 3,335 1,335 2,330 2.650 2,820 2,865 HGIK26 1 n,n 4,360 4,885 5,23n 5,390 1 n'+n 1,165 4,72.5 1 1,900 5,29n 1,365 5,390 1,480 5,390 1,835 an•, _ 1,005 3_75n 940 4,2nn 1,075 4,500 1,165 4,11,35 1,475 11 I US78 1,165 1,100 1,255 1,360 1 1.725 MUS28 1,555 1,730 1,975 2,140 2,645 1,555 1,880 2150 2,330 2,645 1,335 1,475 1.690 1,830 2,275 17, FL, L17 1111$28 2.000 3,965 4,120 4,220 4,335 2,000 3,790 3,960 4,070 4,335 1,720 2,905 3,035 3.125 3,435 1IGIIS28 1,790 6,745 6,970 7,125 7,275 1 /90 6,460 6,705 6,670 7,275 1,540 4,960 5,160 5,290 5,745 11. I US210 1,165 1,340 1,525 1,650 2,090 1,165 1,445 1,660 1,795 7,270 1,005 1,145 1305 1,415 1,745 17, FL, 217 HI_JS 210 3,000 4,255 4,445 4 5/5 5,020 3,000 4,105 4,310 4,450 4,930 2,580 3,11W 3,315 1 3,425 1 3,815 Note: For dlrnensbns and fastener idomnation, sea tablo above. See table footnotes an p. 237. HHUS/HGUS See Hanger Options information on pp. 121-123. HHUS - Sloped and/or Skewed Seat HHUS hangers can be skewed to a maximum of 45• and/or sloped to n maximum of 45' For skew only, maximum allowable download is 0.85 of the lade bad For sloped only or sloped and skewed hangers, the maximum alowatlle download is 0.65 of the table bad Uplift bads for sloped/skewed conditions are 0.72 of the table bad, not to exceed 2,475 Ib. The joist must be bevel -cut to allow for double shear nailing HGUS - Skewed Seat HGUS Clangers can be skewed only to a maximum of 45•. Allowable basis are: HGUS Seat Width Joist Down Load Uplitt W < 2' Square cut 0.62 of table load 0.46 of table load W < 2' Bevel cut 0.72 of table bad 0.46 of table load 2" < W < 6' Bevel cut 0.85 of table load 0.41 of table load 2" < W < 6' Square cut 0.46 of table load 0.41 of table load W > 6' Bevel cut 0.85 of table load 0.41 of table load Acute side apecfry angle Top View HHUS Hanger Skewed Right Joist must be bevel cur) All joist nails installed on the outside angle (non-acute side). Face -Mount Hangers These products are available with add tional cenosion , These products are approved for installation with the Strong•DrW protection. For more information, see p. 18. SD Connector screw. See pp, 3940 for more information. a a SIMPSON StroiT.gTie Model No. Min, Hcipbl i Dimensions (In. Fasteners DF/SP Allowable Loads SPF/HF Allowable Loads Code RelW Hrried 8 Mermber Member 41 60) (00) (115) (125) 160) oor nd 160) j1not (115) ( R, 25) 1Snow001 ( 160) Double 2x Sizes LUS24.2 2% 18 31A 355 1.2 1 4)16d 2) l6d 80 780 845 1,0704408009109851,250 380[ 2.390 WS26-2 4%4 18 414 2 4)16d 4) l6d 1,165 1,030 1,180 1,280 1,625 ).ODD8_0 1,010 1,090 1.385 17. L17, FL HHUS26-2 491. 3'1A 4 335. 531 3 14)16d 16d 1,550 2,785 3,155 3.405 4265 1,335 2,710 2.9253bHGUS26.2 496 12 3A6 5'/6 4 M 16d 8)164 2155 4,355 4,675 5.230 5575 1,855750 4.200 4500 4795 HGU026-2-SDS3 Sl4 12 3356 5'/i6 4 12) .' x 3' SDS 4)'/: x 3' SDS 1.635 5,040 5.565 5565 5565 1.175630 4,OD5 4,00.5 4.005 FL LUS28-2 4%e 18 3h 7 2 Q16d 4)16d 1,165 1,315 1,500 1,625 2.060 1,00025 1,285 1,390 1,765 HHIJS28-2 604. 14 334. 7% 3 164 16d 2.000 4,210 4,770 5,140 6,440 1,720615 4,095 4415 5,375 17, L17, FL HGUS28.2 6% 12 336 736 4 d6) l6d 021 led 3,235 7,460 7,460 7,460 7,460 2,765415 6,415 6.415 6.415 HGU028-2-SDS3 7h 12 1 3356 7Yw 4 201%: x3'SDS 6)Wx3"SDS 2.565 7,330 7,330 7,330 7330 1,845 5,280 5,280 5,280 5.280 FL LUS210.2 67A6 18 3A 9 2 @1 16d 6)16d 1,745 1,830 2,090 2,265 2,8/0 1,b00 1,565 1,785 1,935 2,455 HHUS210-2 8% 14 3346 Bh 3 Pq 164 0)164 i »5 5,635 6,580 6.880 7,165 3,525 4,835 5,270 5380 5,765 17, L/7, FL HGUS210.2 8% 12 336 9Yw 4 46)16d 4,095 9,100 9,100 9,100 9,100 3,525 7,465 17.730 7,825 7,825 3.440 7,415 7,415 7,415 7,415 2.475 5.340 5.340 5340 5340 FL 16)16d HGU0210-2-SDS3 9'/. 12 N. 9Yw 4 (281 y: x 3- SDS (lin y: x 3" SDS Triple 2x Siies HGLIS26.3 4IV% 12 4'95. I 51h 4 M 16d 8) I6d 4,500 4,7957,155 4,355 4,875 5,930 5,575 11,855 3, 75008,25518.2S5 17, Ll% FL HGU026-3-SDS4.5 54 12 4'31. 5 h 4 (12)'/V x 4 h' SDS (4)'/: x 4'h' SDS 1,635 5.040 5,165 5,165 5.165 1,175 3,6303,720 3.720 FL HGUS28-3 6'46 12 4'35. 7'/. 4 A 16d 12)16d 3,235 7,460 7,460 7,460 7,460 2,785 6,4156,415 6415 17, U% FL HGU028.3-MS4.5 715 12 4'36 71A 4 V x 4'h' SOS (6) I/ x 4'h' SDS 2,565 8,400 9.175 9.175 9175 1,845 6.0506,605 6.605 FL H"210-3 8caw 12 4';46 9% 4 46)16d 16) l6d 4,095 9,100 9,100 9,100 9,100 3 S2S /,825/825 1825 I% LV, FL HGUO210.3-SUS45 915 12 4'96 9'/. 4 (2M'/'x4'h SUS 09'/•'x4'i SDS 3.440 9.745 9,/45 9,145 9,745 2.415 %0157,015 /AIS FL HGUS212-3 10% 12 4'96 104'. 4 164 l6d 5,045 9,600 9,600 9,600 9,600 4,335 8,255 6.255 I% L17, FL HGUS214.3 1245 12 4'91. t'?:: 4 l6d 1164 5,515 10.100 10.10010.100 10.100 4.745 8.685 8.685 8.685 6.685 Ouadruple 2x Sizes HGUS26.4 5'i. 12 695. 5%. 4 16d 8) l6d 2,155 4-65 4,875 5,230 5575 1,855 3.750 4.200 4,500 4,795 17, L17, FL HGU026-4-SDS6 514 12 696 5% 1 4 12)'/.'x6'SDS 4)1/: x6' SDS 2.375 5.040 5.165 5.165 5.165 1,710 3.630 3.72D 3.720 3.720 FL HGUS28.4 7'/. 12 G95. VW 4 d6)16d 121 )Ed 3.235 7,460 7,460 7,460 7.460 2.765 6,415 6,415 6,415 6.415 17, L17, FL HGUO28-4-SDS6 714 12 696 736 4 20)'/V x 6' SDS 6)'/.' x 6" SOS 4,020 8,400 8,860 8AW 8.860 2,890 6,050 6.380 6,380 E.380 FL HGUS210-4 9 h 12 695. 93111 4 4 16d 16)16d 4,005 9,100 9,100 9.100 9,100 3,525 7.825 7,825 17,825 7,825 17. L17, FL HGUO210-4•SDS6 915 12 6% 936 4 28)'/.'x6'SDS 8)'/.'x6"SOS 4,170 10,26010.26010.26010.260 3.000 7,385 7.385 7,385 7.385 FL HGUS212.4 HGUS214-4 10% 1295 12 696 10% 12 696 1295 4 4 56)16d _ 86)16d M 16d 22)16d 5A45 9,600 9.600 9.600 9,600 4,435 8,255 8,255 81255 8,255 5,515 10,100 10,100 10,100 10.100 4,745 8,6&5 -i.68518.6& 8b85 17. L17, FL 4x Sizes WS46 4% 18 395. 4% 2 4)16d 4)16d 1,165 1,030 11,180 11,280 1,625 1,000 1 BW L00 I 1,090 1,385 HGUS46 47/. 12 3% 4% 4 l6d 8)16d 2,155 4,355 4,875 1 5,730 5.575 1,855 3,750 4,200 4,500 4,795 17. L17, FI. HHUS46 431. 14 3% 535. 3 14)16d t6d 1.550 2.790 3.160 3,410 4.265 1.335 2.390 2.710 12,925 3.665 IJGIJ046-SDS3 5S 12 3% 4'A 4 12) % x 3' SDS 4) h' x'i' SDS 1,635 5,040 5,165 5,165 5,1G5 1,175 3,630 3,720 3,720 3,720 It. LUS48 4* 18 3956 61/. 2 6)16d 4) l6d 1,165 1,315 1,500 1,625 2.060 1,000 1,125 1,285 1,390 1,765 HUS48 HHUS48 614 6 h 14 395. 7 4 3% 7 h 2 3 6)164 _ 2) l6d fi 1Gd _ 8) 164 1,550 1,595 1,815 1.96012,470 1,550 1 SGS 1,555 1,680 2.115 2.000 4.215 4,770 5.150 6.440 1,720 3.615 4.095 4.415 SS35 I% LI 7. FL HGUS48 _ _ HGU048-SDS3 0 7Y. 12 3X 7)46 12 3% 6'h 4 4 d6116d_ t0'/.'x3'SUSl6'1:x3"SDS 1'1116d 3,235 %460 7,460 7460 7,460 2,785 6.415 6,415 6,415 _6,415 2565 7,330 7,330 7,330 7.330 1,845 5.280 5.280 5,280 5,280 FI. LUS410 6% 18 395. 835 9 8)164 16d 1,745 1,830 2,090 2,265 2,870 1,500 1,565 1,785 1,935 2.455 8% 14 3% 9 3 A l6d 10)16d 3.745 5.640 6.385 6,890 7,165 3.440 4.835 5.480 5.910 6.165 17, L17, FL HGUS410 87n6 12 3% 9N 4 46)16d 16)16(1 4,095 9,100 9,100 9,100 9,100 3,525 7,825 7,825 7,825 7,825 IHHUS410 IIGUO410-SDS3 9% 12 3% 81A 4 28)'Wx3'SDS 8)h'x3'SDS 3.440 7,415 7,415 7,415 7,415 2,475 5.340 5.340 5,340 5.340 FL HGUS412 107/it 12 3% 10'% 4 164 _ 016d 5.045 9,600 9.600 9AW 9,600 4,335 1 8.255 8,255 8,_2.55 8.755 17, L11. FL HGUS414 11 6 12 391 1255.4 66) l6d 22)164 5,515 10.100 10.100 10,00 10.100 4,745 8.685 8.685 8,685 8.685 1, UpIA bads have been increased for wind or earthquake badlrng with no further increase allowed. Reouce, where other bads govern. 2. Wind (160 is a downbed rating, 3. Minimum heel helghl shown is required to achieve full table bads. For less than minimum heel height, see technical bulstin T-C-REDHEEL at slrorgue corn. 4. Truss chord ciossyran lensbn may I mil allowable bads n accordance with ANSV6PI 1-2007. Simpson Saong-Tie Connector Selector" Software Includes the evaliation of cross-grair lesson In its hanger allowable bads. For additional nfomation. contact Si-,psw Strang T,e. S. Simpson Strong Ties S,rong-Dr ve' SDS I'eavyDlrry Connector screws are permintd to be nstalco through metal truss Platers as approved by ifs anus Designer, prwded the requirements of ANSVIPI 1-20' a SBGt cru 7,5.3.4 and 8.9.2 are mel (pia dr ng reel± red itnrough die PInI9 usig a max mum of 35r' toil). 6. Strong -Drive SDS Heavy -Duty Connector screws that Penetrate a1 plies of the supporting girder (screws must pens;rate a mrvmtnn of 1' into the last huss ply) may also be used to transfer the bac through all the dots of We supporting girder. When Skong-0rive SDS Hea yDut Connector sc ews do not perekate al flies of the supporting gxder truss. supplemental Strong -Drive SDS Heavy -Duty Connector-OreIkS 01 We hanger locations may be Mqu rod to transfer the brad to the truss pies rot penetrated by the face fasts ers. as determined by the Cesignw. 7. The suppo-ting girder thus must hove adequate dxclness to ascomnodate the screw length, so that the strew does net protrude out the back of the girder. 3'- or 4 `h'aong Strong -Drive SDS Heavy -Duty Connector screws may be substituted for the longer Sirorg-Drive SDS Heavy -Duty Connector screens wilh no bail reduction. S. Loads shown are based on min mum of 2 -ply 2x earryeg member for nailed hangers. With 3x carrying members. use 16d x 2 W naffs into the heather and 16d commons into the foist with ria bad reduction. With single 2x cerryng members, use 10d x I h' nails Into the header and 10d comurons into the joist, and reduce the bad to 0.64 of the table value. 9. Naris: 16d = 0.162' dia. 4 3 h' brig. See pp. 26-27 for other no I sizes and information. 237 CL HTU Face -Mount Truss Hanger The HTU face -mount truss hanger has nail patterns designed specifically for shallow heel heights, so that lug allowable bads (with minimum nailing) apply to heel heights as low as 374'. Minimum and maximum nailing options provide solulions too varying heel heights and end conditions. Alternate allowable bads are provided for gaps between lite end of the truss and the carrying mernber up to'h' max. to allow for greater construction tolerances (maximum gap for standard allowable bads is 14' per ASTM Di 761 and D7147). See technical bulletin T-rHANGERGAPS at strongtie.com for more information. Material: 16 gauge Finish: Galvanized Installation: Use all specified fasteners; see General Notes Can be installed filing round holes only, or filfing round and tnangle holes for maximum values See alternale installation for applications using the HTU26 on a 2x4 carrying member or HTU28 or HTU210 on a 7.x6 carrying member for additional uplift capacity Options: HTU may be skewed up to 67'h•. See Hanger Options on p. 239 for allowable bads. SP4c enguvx-rirvl letter L-C-HI'USD at strongtie.com for Installation with Suony-Dm•e° SD fasteners. Codes: See p.14 for Code Retelence Key Chart 177: Min, heel height per table HTU26 SIMPSON StrongLTie Typical HTU26 Minimum Nailing Installation ear• V..-,, - truss and carrying member HTU Instigation for Alternate Installation - Standard Allowable Loads HTUInstalled on 2x6 Caarr rying Member For rh' maximum gap, (HTU210 similar) use Alternate AllowatYa Loads.) Pr These products are approved for inslalatlon with the Slrony-DrNe* SD Connector screw. See pp. 39-40 for store Inlornutbn. Standard Allowable Loads (1/8" Maximum Hanger Gap) Model No. Min. Heel Heght In.) Fasteners DF/SP Allowable Loads SPF/HF Allowable Loads eJ, Dlmensroris N/ B Memberr I Carried Member ing I Floi60 (00) Snow 115) Root 125) lift UpliftI160) (160) Floor 00) Snow 115) R I 125) ind I 160) ind Ret Single 2x Sizes HTU26 3'h 114 5W 3'h 20) 16d 11)10d x 1'h' 730 2.940 3.045 3,045 3.045 630 1,920 1,920 1,920 1,920 HTU26 (Min,) 31/5 1% 51A 3h 20)16d 14)10d x 1'h' 1,250 2,940 3,200 3,200 3,200 1,075 2,015 2,015 2,015 2,015 111U26 (Max.) 51h 1% 57A 3'h 20 16d 20)10d x 1'h' 1,555 2,940 3.340 3,600 4,010 1.335 2,530 2,870 3.095 3,450 17, II IU28 (M-0 31A I% 71Q 3'h 26) 16d 14)10d x 1 h' 1,235 3.620 3,895 3,895 3.895 1,060 2,92.0 2,920 2,920 2,920 1.17, HTU28 (Ma+.) 71/4 1% 7%. 3% 26)16d 26) 10d x 1 h' 2,140 3,620 4,340 4,680 5,435 1,840 3,285 3.730 4,025 4,675 FL HT11210 (Min.) 31A I% 9)k 31h 32) 16d 14)104 r 1'h' 1.330 4,355 4.355 4,355 4,355 1,145 3,265 3,265 3,265 3,265 HTU210 (Mex.) 0i. 1% 0)Ss 3h 32)164 32) tOd x 1'h' 3.315 4,705 5,345 5.760 5,995 2,850 4,045 4,595 4,955 5,155 Double 2x Sizes NTU26.2 (Min.) 31A 391s SW 31h 20)16d 14)10 1.515 2,940 1 3,340 3,600 3,910 1,305 2.465 2,465 2,465 2,465 HTU26-2 (Max,) 51h 39Ss S1hs 3'h 2016d 20)10d 2,175 2,9t33.340 3,600 4,485 1.870 2,530 2,870 3.095 3,855HTI128-2 Min.) 314 3h 7Hs 3h 26)16d 14)10d 1,530 3,5 4,310 4,310 1315 3,235 3,235 3,235 3.235 1HTU28.2(Max.) 7% 3446 7116 3'h 26116d 26) iOd 3,485 3.6 4,680 5.850 2,995 3.285 3,730 4,025 5,030 FL IllU210.2 (Min.) 3h 3;'s 91k 3'h 32)16d 14) 10 1,755 4,7 4,815 4,815 1,510 3,610 3,610 3,610 3,610 HTU210-2 (Max.) 9y. 3'As 9yis 3h 32116d 32)10d 4,110 4.7 5.760 7200, 3.535 4,045 4,595 4.955 6,190 1, The maximum {anger gao Is measured between the joist (or inns) enc and the carrying memper. 2. Minimum heel heights required for fug table bads are based on a mini um 2/12 pitch. 3. Uplift has been increased for wind or earthquake leading with no further increase allowed; reduce where other bads govern. 4. Wird (163) is a download rating. 5. For hanger gaps between h' and W. use the Alternate Allowable Loads. 6. Truss chnrd craws -gra n Ie1.5Ion may tori nkwmble balls h acrordance With ANSI/TPI 1-2014. Simpson SlrongTie Connector Selector - Software Vokides the evaluation of cross -grain tension it its hanger alowdole bads. For adoitlonal information, contact Simpson Strong•Tio. 7. Loads shown are based on a mxrmum 2 -ply 2x carrying member. For single 2x carrying members. use N10 (I Ib x I h-) nails into the header and reduce the allowable download to 0.70 of the table value. The allowable uplift is 10095 of the hale bad. 8. Nails: 16d a 0.162' die. x 31h' king. 1C,/1= 0.148' dna x 3' long. 10d x 1 h' = 0.148' dna x 1 h' long. See pp. 26-27 for other nail N7es and intorrralin n. 238 UPDATED 04/17117 8 HTU Face -Mount Truss Hanger (cont.) PF These products are approved for installation with the Slr0FVDrrve' SD Connector screw. See pp. 39-40 for more infonnabon. Alternate Installation Table for 2x4 and 2x6 Carrying Member SIMPSON Stroi Tie 1, See table above for drmensons and add tonal footnotes. 4. Nails: 16d = 0.162' da. x 31h' long, I0dx1 h = 0.1 z8' dia. x 1 h' long. 2. Mammnum hargor gap for the alternate il,ialatbn is 'h'. See pp. 26-27 for other nad sizes and infortratron. 3. Wr d (160) is a download rating. Alternate Allowable Loads (1/2" Maximum Hanger Gap) Model Min. Minimum Fasteners HF/SPF Allowable Loads.' DF/SP Allowable Loads Skew Angle SPF/HF Allowable Loads CodeModelHeel ferryingCarrying N B Carrying Member Carried Member Uplift 160) Floor 100) Snow 115) Root 125) Wind 160) UplitI 160) Floor 100) Snow 115) RelUpliftFloor5' Rool (160) indN0. "eight Member Carried Uplift Floor Snow Roof 160) Rel. in.) 57 Member Member 160) 00) 115) 125) 51.671,5 60) 1 0) 11ind 125) 835 HTU268 NT1.126 (Min.) 314 2) 2x4 10)16d 14)10d x 1'h" 925 1,470 1,670 1.800 2.040 795 1.265 1,435 1,550 1,755 HTU26 (Min.) NTU26 (Max.) 5'h 2)2.4 10)16d 20)10d x 1 h' 1,310 1,470 1,670 1,800 2,250 1.125 1,265 1,435 1,550 1,935 ll HTU28 (kfax.) 7% 2) 2x6 20) 16d 26)10d x i'h' 1,970 2.940 3,340 3.60 3.905 1,695 2,530 2.870 3.05 3,360 FL HTU210 (Max.) 9'1A 212x6 20)16d 32)10d x 1 h' 2.760 2,940 3,340 3.60 3.905 2.375 2.530 2.870 3.095 3.360 HTU28 (Max.) 1, See table above for drmensons and add tonal footnotes. 4. Nails: 16d = 0.162' da. x 31h' long, I0dx1 h = 0.1 z8' dia. x 1 h' long. 2. Mammnum hargor gap for the alternate il,ialatbn is 'h'. See pp. 26-27 for other nad sizes and infortratron. 3. Wr d (160) is a download rating. Alternate Allowable Loads (1/2" Maximum Hanger Gap) Model Min. I Dimensions (m.) Fasteners HF/SPF Allowable Loads.' DF/SP Allowable Loads Skew Angle SPF/HF Allowable Loads code NO HergAt W N B Carrying Member Carried Member Uplift 160) Floor 100) Snow 115) Root 125) Wind 160) UplitI 160) Floor 100) Snow 115) Root 125) Wind 4160) Rel. HTU26 57 20) 16d 14)10d x I'h' 1,315 Single 2x Sites 1,130 2.530 51.671,5 164 12110d x I'h' 970 2,595 835 HTU268 3'h 1% 5'%. 31/j 20)16d 11)10dx Ih` 610 2,/35 I 2,/35 2,/35 2,/35 I 5/5 1,/25 1,/25 1,/2S I'm 1,280 HTU26 (Min.) 31A 14i S tr 3 h 20)16d 114)10d w 1 h' 1,175 2,940 3,100 3,10 3.10 1,010 1,955 1,955 1.955 1,955 3.040 HTU26 (Max.) Sh 1% 554 3'h i20) /6d 20) tOd x t'h' 1,215 2,940 3,340 3.60 3.760 1.045 2.370 2,370 2,370 2,370 p HTU28 (Min.) 3'h 145 754 3'h 26)164 14) 10d x I'h' 1,125 3.770 3,770 3,770 3,770 970 2,825 2,825 2,825 2,825 L17, HTU28 (Max.) 7'/. 145 714 3 h 26)16d 26)10d x 1 h' 1.920 3,820 4,340 4,680 5,015 1,695 3.285 3,730 3,765 3,765 FL HTU210 (Min.) 3'h 1% 9'/6 3'h 32)16d 14)10d x 1 h' 1,250 3.60 3.600 3.60 3,600 1,075 2,700 2,700 2,700 2,70 HTU210 (Max.) 9'/. 11i19%613,h 321 16d 32) 10d x 1 h' 3,255 4,705 5,020 5,020 5,020 2,80 3,765 3,7r,. 3,765 3.765 Double 2x Sizes HTU26.2 (Min.) 3'h 341' 5%.1 3'h 1 (20)16d 14) 10d 1,515 2,940 3,340 3,500 3,50 1 1,305 2,205 2,205 1 2,205 2.205 HTU26-2 (Max.) 5'h 341' 5'/6 3% 1 (20)16d 20)10o 1,910 2,940 13,340 3,500 3,50 1.645 2,205 2,205 2,205 2,205 7TU28.2(Min.) 3h 344 7'/6 3h 26) 16d 14) 10d 1,490 3,820 L3,980 3.980 3,980 1,780 2,985 2,985 2.,985 2,985 17, HTU28-2(Max.) 7'/. 341' 7146 31h 26) 16d 26) IOd 3, 03.5 3,820 1 4,340 4.680 5,555 2.610 3,285 3,730 4,025 4,165 FLFt. HTU210.2 (Min.) 31A 344 9H6 3'h 32)16d 14)10d 1,755 4,255 4.255 4,255 4,255 1,510 3,190 3,190 3,190 3,190 HTU210-2 (Max.) 9h 3416 955. 3h 32)16d J2) 10d 3.855 4,705 15.345 1 5.761, 6.470 3,315 4.045 4,595 4,855 4,855 See table footnotes on p. 238. Options: See Hanger Oplions mfornlabon ( 1 pp. 121-123. Skewed Seat Shewable up to 67 W. Available in single aril 2 -ply size. No bevel cut required. Allowable Loads for Skewed HTU Hangers Ml flan111eRrge flange !fi;';A side 0' Specify angle Top View HTU Hanger Skewed Right < 51. Specify angle 51• to 67'h' 1. Uplift keds love been inere is for wild w 3. Maxirrur:n hange gap boween cvd of joist (buss) aril face of Top View HTU Hangerearthquakeloadingwithnofurtherincreasecarryingmember's h'. Skewed Right 2 51' abcweld. Reckm where other loads govern. 4. Nails: 16d = 0.162' dia. x 3h' ", I Odx 1 fi = 0.148' dia. x 1 h' long. 2. Allowable downbads may not be increased. IOd = 0.148' da. x 3' long. See pp. 26-27 for other nal saes and mformacion. IL 239 Fasteners DFL/SP Allowable Loads" HF/SPF Allowable Loads.' Model Skew Angle No. Degree) Carrying Cw6ed Uplift Download Uplift Download Member Member 133/160) 100/115/125) 133/160) 100/115/125) HTU26 57 20) 16d 14)10d x I'h' 1,315 2,945 1,130 2.530 51.671,5 164 12110d x I'h' 970 2,595 835 2,230 HTU28 51 26)16d 20) )Oil x 1 h' 2,015 3,00 1,730 2.630 51.671h 6)16d 1 n 1Oil x 1'h' 1,455 2,815 1,280 2.420 I 51 32) 164 2 1 Od x I h' 2,715 3.175 2,335 2,730 H U210 51.67'1h 32)16d 22) *Oil xl'h' 2,005 3.040 1,725 2.615 HTU26-2 51 20)16d 14)10d 1,335 2,555 1,145 2,20 51-67 h(20) 164(12) 10d 1.110 2.70 955 2.320 51 26)16d 20) 10d 2,470 3,890 2.120 3,345 HTU28-2 51-6755 6164 710d 1,710 3.775 1,470 3.245 51 32)164 610d 3,600 4,935 3,100 4,245 HT1,2102 51.67'h 32) t6d 22)104 2,255 4,790 1,9401 4,120 Ml flan111eRrge flange !fi;';A side 0' Specify angle Top View HTU Hanger Skewed Right < 51. Specify angle 51• to 67'h' 1. Uplift keds love been inere is for wild w 3. Maxirrur:n hange gap boween cvd of joist (buss) aril face of Top View HTU Hangerearthquakeloadingwithnofurtherincreasecarryingmember's h'. Skewed Right 2 51' abcweld. Reckm where other loads govern. 4. Nails: 16d = 0.162' dia. x 3h' ", I Odx 1 fi = 0.148' dia. x 1 h' long. 2. Allowable downbads may not be increased. IOd = 0.148' da. x 3' long. See pp. 26-27 for other nal saes and mformacion. IL 239 THA/THAC Adjustable Truss Hangers pE0 This product is preferable to similar connectors because of a) easier Installation, b) higher bads, c) lower installed o, cost, ora combination or these features. The THA series have extra ling straps thal can be field -formed to give height adjustabilty and top flange hanger convenience. THA hangers can be installed as top flange or face -mount hangers. THA4x and THA2x-2 models feature a dense nail pattern in the straps, which provides more installation options and allows for easy top flange installation. Material: See table Finish: Galvanized. Some products available in IMAX" coating; see Corrosion Information, pp. 15-18. Installation: Use all specified fasteners, see General Notes. The following installation methods may be used: Top Flange Installation — The straps must be field formed over the header - see table for minimum top flange requirements. Install lop and face rads according to the labb. Top reds shall not be within %' from the edge of the top flange members. For the TFIA29, nails used for joist attachment must be driven at an angle sU that they Peretrale through Ila confer of file joist and into the header. For all other top flange installations, siraighlen the double shear nailing tabs and install the nags straight into Ilya joist. Face Mount Installation — Instal all face nails according to the table. Not all nail holes will be hoed on al models. On rmodels where there are more nail holes than required, the lowest four face holes must be heed. Nails used for the joist attachment must be driven at an angle so that they penetrate through Ilya corner of the joist into the header. Alternate Installation — The THA 4x hangers may be installed in a top flange configuration using the tabulated fasteners for face -mount installation and achieve Ilia face -mount nistalalion loads. Instal the tabulated face nails into the face and top of the carrying member. Nails used for the joist attachment must be driven at an angle so that they penetrate through the goner of the joist into the header, Uplift — Lowest face nags must be filed to achieve uddl loads. Options: THA hangers available with the header flanges turned in for 3W (except THA413) and larger, with no bad reduction - order THAC hanger, Codes: See p.14 for Code Reference Key Chart o IDouble Shear Double— Na&V Na lag i e Side View: Top View Do nor bend tab I' 'fes m%' hroral 11 •• Iali fill"Y 2Y' for 110422-2 ar07NM26.2INAC422 AvariaNe on some models) 2 I for s 7NA422-2 j 7NA426-2 6THA418 OrTHAC422 Faw nails Top nails per tabk per table Double 02 — Use lull table value Single 4Y!— SeeFootnote 3 14 SIMPSON St1b1ig Tie 2 WA mit Total) 4 too nab Typical THA Top Flange Installation on a Nailer except THA29) Aflemate Installation e TNAa77 Straighten the double shear nailing tabs and instal nails sharght Typical THA422 Top Flange Installation on a 4x2 Floor Truss Typical THA29 Face Mount Installation Top Flange in Min. headerdepth 229 Dome Double -Shear Nall ng Side Vices AvariaNe on some models) s'+ U.S. Parent 5,603.580 Straighten the double shear nailing tabs and instal nails sharght Typical THA422 Top Flange Installation on a 4x2 Floor Truss Typical THA29 Face Mount Installation Top Flange in Min. headerdepth 229 THA/THAC Adjustable Truss Hangers (cont.) a These prcouets are available v4:h additional corrosion protecan. For more information, see p. 18. a 230 SIMPSON Strong=Tie Model No' o Ga Dimensions (In.) Min.' Top Flange Min. Header Depth Fasteners DF/SP ADowable Loads SPF/HF Allowable Loads Code Rel. W H C Carrying Member Corned Member Uplift 160) Floor 100) Snow 115) Roof 1251 Wind 160) Uplilt 160) Floor 100) Snow 115) Root 1251 Wind 160) Top Facs Straight Slant Top -Flange Installation' THA29 18 1% 9% 554 2% 4)10d (4) 100 - 4)10d 560 2,260 2,310 2,350 2,350 480 1,740 1,785 1,815 1,815 THA213 18 1% 13%6 555 1'h 4)10d (2)10d (4)10d x 1'h' 1.615 1.615 1,615 1,615 1,280 1,280 1,280 1,280 THA218 18 1% 1746 5'h 2 4)10d (2)10d (4)10d r I'h' 1,615 1,615 1,615 1,615 1,280 1,280 1.280 1,280 THA218-2 16 3% 17'Ke 8 2 4)16d (2) 16d (6)10d 2.245 2,245 2.245 2.245 1,935 1.935 1,935 1.935I8. THA222-2 1G 3'h 2246 8 2 4)16d (2)16o (G)10d 2,245 2,245 2,245 2,245 1,935 1,935 1,935 1,935 L15, FL THA413 18 3% 1336 01. 11,4 4)10d (2)10d (4) 10d 1,615 1,615 1,615 1,615 1,280 1,280 1,280 1,280 THA418 16 3% 17% 754 2 4)16J (2)16d (6)10J 2,245 2,245 2.245 2.245 1,935 1.935 1,935 1.935 THA422 IG 3% 22 7i4 2 4)16d (2) 16d (6)10d 2,245 2.245 2,245 2,245 1,935 1,935 1,935 1,935 THA426 14 3% 26 714 2 4)16d (4)16d (6)16d 2,435 2,435 2,435 2,435 2,095 2,095 2,095 2.095 FL THA422.2 14 7'/. 221916 934 2 4)16d (4)16d (6)16d 4)16d (4)16d (6)16J 3.330 3,330 3.330 3,330 3,330 3,330 3,330 3,330 2.865 2,865 2,865 2,8G5 2.865 2.865 2.865 2,865 Ff..170 THA426-2 14 7/ 26%. 94'. 2 FL,170 Face -Mount Installation' THA29 18 1% 91946 554 - 9'Y,6 16)10d - (4)10d 560 2,125 2,310 2,350 2,350 480 1,740 1,785 1,815 1.815 THA213 18 1% 13%6 5'„ - 13346 14)10d - (4)10d 1,170 1.955 2,020 2.965 n,OGS 780 1,680 1,735 1.775 1 775 THA218 18 1% 1746 5'h 17456 18) 10d - (4 IDd 1.170 1,955 2020 2,065 2,065 780 1,680 1,735 1.775 1 775 THA218-2 16 3% 17156 8 - 14344 22) 16J - (6) IN 1.855 3,695 3,695 3,69513,695 1.595 3.185 3.185 3,185 3,185 18. THA222-2 16 354 2246 8 - 14546 22) 1&1 - (f) Iliid 1,855 3,695 3,695 3,695 3,695 1,595 3,185 .1,185 3,181 3,185 1.15, FL TIIA413 18 3% 13yK 4 f6 - 13% 14)10d - (4) 106 1,170 1,940 2,735 2,400 2,400 780 1,660 1,910 2,075 2,210 THA418 16 3% 171h 754 - 1496 22)16d - (6) 16d 1,855 3,695 3,695 3,695 3.695 1.595 3,185 3.185 3,185 3.185 7HA422 16 3% 22 %A - 14546 72)16d - (6) l6d 1,855 3,695 3,695 3,695 3,695 1.595 3.185 3,185 3.185 3,185 THA426 14 3% 26 714 - 1616 30)16d - 16)16d 1,855 4,480 4,480 4,480 4:180 1.595 3.855 3,855 3,855 3 E55 FL THA422-2 14 7/ 22'56 94'. - 1646 30)1Gd - 16)l6d 1.&"515.16015,52015.52015.52011,59514,44O 4,745 4,745 4,745 1-1,170 THA426-2 14 7/ 26%6 94'. - t8 J38) 16d I - (6)164 1,855 5,520 5,520 5.520 5,520 1,595 4,745 4.745 4,745 4,745 F1,170 1. Upl ft has been ncreased 60% for w nd or earthquake loading Hn:h no further increase allowed; redbce where other bads govern. 2. Wind (160) is a download rating. 3. For Single 412 top Chord Carrying mernoers Cr sYglo 2x nader5, the following THA hangers can be installed using 10d x I h' top nails and (2) 16d face nails with reduced allowable bads as noted: TFI 418/11-IA422: 1,415 to. for DF/SP, 1,215 D. for SPF; THA426: 2,245 lot, for DF/SP, 1,930 to. for SPF, THA422-2/THA426-2: 2,34511. for DF/SP, 2,015 lb. for SPF. Loads are bnsec on hanger instaltatlons at panel points. 4. Face -mount installation bads are based on minimum of 2 -ply 2x carrying member. For single 2x carrying members, use 1 O d x 1 h' nails into the ca-rying member and tabulated Iasterers into the Lamed member, ane use 0.80 of the table value for 18 gauge, and 0.68 of the table value for 16 gauge and 14 gauge. 5. Min, Top Flange refers to the nunimum length of strap that must be field formed over the header. 6. For the THA 2x models, one strap may be installed vsrticu* according 10 the face mount nailing requirements anc the other strap wrapped over the toss chord according to the top flange nailing requirements (see drawing on p, 229) one achieve full tabulated top flange installation bads. 7. Naris: 16d = 0.162' dia. x 31h' big, 10d = 0.148' die. x 3 long, I Od x 1'4' = 0.148' dia. x 154' long. See pp. 26-27 for ocher nail sizes and information. R M THAR/L422 Skewed Truss Hangers Designed for 4x2 floor trusses and 4x beams, the THAR/L422 has a standard skew of 45•. Straps must be bent fa lop flange inslalalion. PAN nailing helps eliminate splitting of 4x2 truss bottom chords. Material: 16 gauge Finish: Galvanized Installation: Use all specified fasteners; see General Notes Straps must be field -formed over the header a minimum of 2'A' Minimum and maximum nailing configurations available — sea table for nailing requirements Codes: See p.14 for Code Reference Key Chart THAL422 SIMPSON Strongi;Tie Typical THAL422 Installation with Minimum Nailing on a Floor Truss with Double 4x2 Top Chord I 3a rs;w , '-F. asteners `• ,•rfi D /SP Allowable Loads SRS/FI rAlowaDle'.fil'•oaA3O! 22V. Mln. To"L Ellece Chord on HeijjM Hn tarrying.Mcmbcr "o ' Car fed Member p1ot ;tier Snow Rool UDUIt Fbor Snow jRootrr+g Rey}77 TDD;••••'Faco. Sliaiphl. SWnh + single9min. 00 115 1 5 160(f,ember`'` wµ. 4x2 4) (2) (1) (2) 10dx1h' lOdx1h lOd x 1 h' 10d x Ph' 16 880 890 990 — 755 755 755 THARA 422 3'h(Min,)Double IB. 9 10 12 2) 1,525 1,525 1.525 — 1.315 1.315 1.315 4x2 > 12 4) lOd (2) IOd I) lOd 10d 116' IFL1,090 1,090 1,090 — 935 1 935 935 J / .. 36.3 83 Nt 9"}i b..•.. i4: ( jOd.> I)'10. Ass -Rj; ; 3 0 1 67 1 6 6'&_.4%0L'1440.' 1• 1,4Mi•. k, r . q) lOd •', 1, Upl'h has been increased for wind or eanhquake baying with no y-nher increase allowed. reduce where other bads govern. 2. Roof bxls are 125% of flocr toads unless hmileo by other criteria. FL -or bads may be adjusted for bad durations a ;cording to the node Provided diet' do not exceed those in the roof column. 3.1Nhe'e the top of the Carried member is hush with the top of the carrying member, flee is equal to the depth of the carriec membri Otherwise. Hea sttag be measured from the top of the bearing seal to the top of the carrying mrrnber. 4. Nails: 10d = 0.148' da. x v long, 10d x 1'h' = 0.148' dia. x 1'h' ting, Seo pp. 26-27 for other nail vzos and information. 241 THJA26 Truss Hip/Jack Hanger The versatile THJA26 can accommodate right- or left-hand hips (at 45 -degree skews), and can be installed before or after the hip and jack. Can also be used for double (terminal) hips. Material: 14 gaugo Finish: Galvanized Installation: Use all specified fasteners; see General Notes. NI multiple members must be fastened together to act as a single unit. Shall be attached to a double girder truss to allow for required minimum nail penetration. See footnote 3. Options: These hangers cannot be modified Codes: See p.14 for Code Reference Key Chart r pent Top View Left -Hand Hip Installation THJA26 ryfx workrppourt Top View Right -Hand Hip Installation SIMPSON StrouggTie Typical THJA26 Installation Top View Terminal Hip without Center Common Jack Model Fasteners+ =W s'Carrietl D P ADowa le ads SPFJHF, AHit ble_Wads I.- - z No; h.• MemberCaynq; +NiD UDlift F o Snow Rool Wmd rill ;Fbo r- Snow; i Roof, W nil Code Ret;+ emBeT • d60) 100) Jlu1 1'[5) h U)(1GU QIOU) 1t5) t(25) ji60)' 16p 720 2.010 2,310 2,A50 2,450 590 1,740 2,000 2,100 2,100 THJA26 20)16d (6) 10d x 1 h' (4) l0d x l h' d0 IO 81 1 7 IFILFL Total 960 2.680 3.080 3,2G5 3,2G5 785 2,320 2.670 2.800 2,800 1. Uplift bads have been increased for w4df or earthquake loading vitt, no further increase allowed; recuse where other loads govern. 2. Wind (160) is a dovmbad ia[rg. 3. Loads shown are based on a minimum (2) 2x6 carrying ^ember. For single 2x carrprg members (min. 2xG). use 10d x t h' nads and use 0.67 of the table value. For (2) 2x4 carrying members, mufti* the download b/ 0.50. 4.1 Gd sinkers (0.148' ilia. x 3%' long) nay be substituted for :he specified 16d commons at 0.95 of the table bad. S. Tabulated hip and jack allowable bads assume that 75% of the total bad is dGlrbuted to the hip and 25% to the jack. h is penrntied to distribute 65% to 85% of the tabulaied iota) bad to the hip, and ine rernainig percentage of total baI to the jack. The combined hip and lack bad may not exceed the published Total Load. 6. For icrminal hips, divide the total allowable bad by 2 to determine the alowaolo bad for mch hip, 7. Taus chord cross -grain tension may lima allowable bads in accordance with ANSVFPI 1-2013. Simpson Strong -r& Connoctor Selector" software bckxW the ovatuation of cross -grain tonsion in its hanger allowable bads. For additional information, contact Simpson Strong -Te. 8 Nails: 16d = 0.162' ora. x 3'h' long, 1 O x 1'h' = 0.148• da. x 1 h' long. See pp. 26-27 for other nal sizes and information, 247 VALLEY FRAMING & BRACING DETAIL Lumber Size and Grade Minumum Reauirements 1 TRUSS TRUSS UNDER VALLEY FRAMING VALLEY RAFTER OR RIDGE CRIPPLE Apples 4'-0" for 30 pat (TL) ind 20 par (TO) max u the crippes for sack row starting train the valleys or sNepons woridrhg Inward to the ridge board so thin cripplo locations am gored between rows. mm Innection Requirement Notes W'mfters to ridge 416d toetaib. Crippleto ridge 4 16d toeyaib Cripple to rafter 41601 tae•naib Effects of not providing shealhing below a valley set 316d facie -naps Raftertosleeperorblocling S16dtoe•rtalls Rafter to eve 2x6 sleepers. 41fid toe -nails Sleeper teems 416d toe -nags Two 2a6skepers to truss 316d toe -_rails each sleeper & truss Ridge board to rod block 416d too -nags Rage board to truss 416d ta"alb Purlin to (Typ) 316d toe-nsib Tess to bWJMg 416d toe-nsib Truss is cripple 4 Mill toe-nalls Truss to cripple 4164 toe -raps Cripple to purfin 316d too-nalb GENERAL NOTES CRIPPLE, BRACING, & BLOCKING NOTES _ NOij. Ce0ar. 162- beam S') Crafteaudtu` nags NOTE. 16d (0.162'x0.5') COMMON thrills PuriW rpvirad Y4" O.C. in absence d plywood shssthloa .2x4 continuous lateral restraint (CLR) IIIiM1 is noulrad for eripplos S41' t0 10'-0' ion Tenses without sheathing applied must be evaluated accordingly. nailed w12 4001 (0.146'4-1 nalls. Or Iaa'T' or sub nlnforument na0ed to Mt e w Purlins should ovedep sheathing ons tons spacing minimum. of cripple with IWO.11 26'.0') nails at 6" o.c. 'r at sub must be $0% of crippN kngtR Cr100PP1les owr lir long reauro two CLWs both taus vd -r UsInrnssthatthisisknpracdeWaverlapsheathingaminimum of 6'. and nag upwards through sheathing Into puAin with a or er w0. stress graded lumber i box or common naps. minimum of $.ad0.1WxL6-) common win ralls1 tsm0w edge d cripple can face ridge or railer, Effects of not providing shealhing below a valley set as long as the proper number of nags are must be e'valuatsd by the building designer, installed Into ridge.boaro This drawling applies to valleys with the following con0ltlons: 4nsta0 blocking under rafter H sleepers ora not used. 4nata blocWng under cripples K eripplos tall WtweenSpans (distance between heels) 40'4' or leas Alaximurn valley height: 14'-0' lower truss top chords and lateral bracing is net used. 4Aa*nvrn moan root Might: 10 fast Applyland CaIling Tmon coin Nilsaccordance to currentnoted OS requirements; Nails re sa menti: CSCE 7.05,140 mph, Enclosed. Cat II, Esp 6,1=1.0. W-1.0 0r A Maaimum of ASCE 7-10, 1110 mph, Enclosed. Eap 0. KW -1.0 huh, t e+.ew lw-2 her nudre Wt. P.Mb— o ` .w w ^• r'a •• A. O R IOQ: 't aw e.wp, •nr hsve mY` 10 a. •,Os I,em Fi .rv,.ne .eq Navnt 1, .. r v..*%— . v..a.e ......... • Oi\ TOT. LD.30 00 47 61 v (A) j(3) (••) NM00• WAR NO MAW rtL rola a That MVM • QC1c ruaaar nes WAVING to ru C0C" Kl6S OCL=ro TK 061NLRi= : No. f ItJ6V. borr« Trvsw ftb Y UY TC LL 20 30 40 54 REF VALLEY FRAMING DATE 10/01/14 Me.Y•V". M. h I.41,10, r!}p.e,s,rr.1p elees. a. 44as noes, K aid OYp GYtawet f.I.sy tM..w. ly rat waiieN •ecv •h• • evr txvs.w'..wx • * TC DL 10 20 7 7 wee.. s..r a erx.ns cow. t. ewrr woo o.g • oe.rwoou,rw ro... •w..r, r row .,sa tiw rv..rlr .. .trve.w r,..s+,..n. e.ga. a.e{e SC DL 0 0 0 0 ORWG VACNV1801015IA&ON tosearun. reetr e..e.a .s.s l.ou•,. r.e.,, n.-- aer..rwn. 1'...,.1 ......,ry. STATE OFnNrti +dv.er:pea vQ aCC reeve as, 37 w aro .. awVaM.. noels Mere a -5, or .— N,...aw, ...b.., naw..,,. o, a., a.,. 11"aa. wti....t...a..a. t . ac LL 0 0 0 0 AN ILYvmhuWlY huh, t e+.ew lw-2 her nudre Wt. P.Mb— o ` .w w ^• r'a •• A. O R IOQ: 't aw e.wp, •nr hsve mY` 10 a. •,Os I,em Fi .rv,.ne .eq Navnt 1, .. r v..*%— . v..a.e ......... • Oi\ TOT. LD.30 00 47 61 vft tic a cow 0. Hare asy .,lots ..nv M esrMv . reatlaelA ...1 a .Cap ssMe: DUR. FAC. I .ZS/1 15t.r wt. aJOi u «inenn f %* ~0 w• ` •'t •... ryN L E V aA81Wmd.O+e eq.,xcaus r— oar. Mr.' o., ... suer }V. ane•% Mt.. ,W V.— ..a Ir. roc,—WO..N.n m ....raa.va au....s .• r• v a:o ...r..9 SPACING SEE ABOVE Cracked or Broken Member Repair Detail Load Duration = 0% 1-------a r. 1n. r +lnn of Load This drawing specifies repairs for a truss with broken chord or web member. This design Is valid only for single ply trusses with 2x4 or 2x6 broken members. No more than one break per chord panel and no more than two breaks per truss are allowed. Contact the truss manufacturer For any repairs that do not comply with this detall. B) = Damaged area, 12' max length of damaged section U = MWmum naUing distance on each side of damaged area (B) S) = Two 2x4 or two 2x6 side members, sane size, grade, and sppecies as damaged member. Apply one scab per Face. MWmum side member, length(s) _ (2)(L) + <B) Scab member length (S) must be within the broken panel. Nall Into 2x4 members using two (2) rows at 4' o.c., rows staggered. Nall Into 2x6 members using three (3) rows at 4' o.c., rows staggered. Nall using 10d box or gun naps (0.12810', min) Into each side member. The maximum permitted lumber grade for use with this detall Is limited to Visual grade 41 and MSR grade 1650£. This repair detall nay be used for broken connector plate at mid -pont splices. This repair deta0 may not be used for damaged chord or web sections occurring within the connector plate area. Broken chord may not support any tie -In loads. 3 L 4' o c Typlcal O + O+ O + O O + 0 + 0 + O + 12' F— Stagger Back Face 10d Box (0.128' x 3', min) Nails, Front Face 2x6 Member - Trl be Roww Stn g ere Nail S AN IlW WMIMNY 13344L.3.4waod" Iran ..w 0A. Ch. 61043313 ng Detail WVNaWm•. 4L6 NO nXJAV ALL NM w3 MVMTMT- IW4m1 IM 4wvo4: Te ALL WMACTaM e4ITALM 4.0 i3..r4 .IrU Nv. 0..0•.11' .c•.w..w.ca.. s,.•o.v w ••••••• ••• Nddw, rr. N1cw7 awL. dMN .I..w. IlweM, 61 . I.tml ,V• to . I •A p.e ir. Ww1' i.. on w iM o•Ns i. vLs'i'es./ •w.rrn a wd kc s I yS. aav4 p.3. 0ywda wW PV t wii warei. esden+ni..eu wOirtnMii~innaaMr Of muwa y u.• * A0 .dot.. P%0 N ow1•rw• 1..4 Ir~U.r O.W.. 0— To. .A.W V " wu .I e4 A•.** tlr n a Ub .r w %M*v woo— P•' AWR 1 sect. w. w•. t.. am. w 4r.• . n", _ 17=71.1e.w NO REF MEMBER REPAIR DATE 10/01/14 DRWG REPCHRD1014 24.0' MA c yc Maximum Member Axial Force Member Size L SPF -C HF DF -L I SYP Web Only 2x4 12' 620# 635# 730# 800# Web Only 2x4 I8' 975# 1055# 1295# 1415# Web or Chord 2x4 24' 975# 1055# 1495# 1745# Web or Chord 2x6 1465# 1585# 2245# 2620# Web or Chord 2x4 30' 1910# 1960# 2315# 2555# Web or Chord 2x6 2230# 2365# 3125# 3575# Web or Chord 2x4 36' 2470# 2530# 2930# 3210# Web or Chord 2x6 3535# 3635# 4295# 4745# Web or Chord 2x4 42' 2975# 3045# 3505# 3835# Web or Chord 2x6 4395# 4500# 5225# 5725# Web or Chord 2x4 48' 3460# 3540# 4070# 4445# web or Chord 2x6 5165# 5280# 6095# 1 6660# e4ITALM 4.0 i3..r4 .IrU Nv. 0..0•.11' .c•.w..w.ca.. s,.•o.v w ••••••• ••• Nddw, rr. N1cw7 awL. dMN .I..w. IlweM, 61 . I.tml ,V• to . I •A p.e ir. Ww1' i.. on w iM o•Ns i. vLs'i'es./ •w.rrn a wd kc s I yS. aav4 p.3. 0ywda wW PV t wii warei. esden+ni..eu wOirtnMii~innaaMr Of muwa y u.• * A0 .dot.. P%0 N ow1•rw• 1..4 Ir~U.r O.W.. 0— To. .A.W V " wu .I e4 A•.** tlr n a Ub .r w %M*v woo— P•' AWR 1 sect. w. w•. t.. am. w 4r.• . n", _ 17=71.1e.w NO REF MEMBER REPAIR DATE 10/01/14 DRWG REPCHRD1014 24.0' MA v o: s"oNtP uo 1461L RECOMMENDED SHORING DETAIL In 2d )'# 150U8 CAPACITY ri POSTS & •4'0" C. SUBFLOOR=UNOERLAYMENT t 2) -2X6 HEADER POSTS @ 4'0" O.C. NOTE: IF PALLETS OF CONSTRUCTION MATERIAL WEIGHING MORE THAN 5001 ARE TO BE PLACED ON FLOOR TRUSSES, SHORING IS REOUIREO. K CONCENTRATEO LOAD DUE TO UPPER -FLOOR CONSTRUCTION MATERIAL. PROVIOE 2'0' CLEARANCE'ON'ALL SIDES OF A PALLET. MAXIMUM WEIGHT PEN PALLET TS 20001. LOAD MUST BE SPREAD OVER AT LEAST 2-TRUSSES.- NOTE: TRUSSES. NOTE: SEE APPROPRIATE ALPINE DRAWING:FDR LUMBER. PLATES AND OTHER DATA NOT SHOWN HERE. lllllldine Matdinl WIS. NOTE: SHORING MATERIAL ANO LABOR TO. INSTALL ANO TO RL•MOVE THIS1/i" gypsum bd. 2.2 psf / 1R" leper MATERIAL 'IS . TO BE SUPPLIEO 5/8" gypsum bd. - 2.8 psf / 5/8'1 In#r BY THE CONTRACTOR. n t 8" cone. block a 60 psf,,/• 6" layer masonry briek A 38 psf/ 4" layer' 2- 0- 0 MINIMUM 2000#., 4X4 OR (2)--2X4X4 ' 0" UNDER TRUSSES WHEN..SHORING IS REQUIRED._ R3 nP acv. T'i7 47 CLEAR SPAN - --- - - - - PT P— ALPINE. SCALENN c= o 0 0 0 o REF DETAIL 10 o - o 'o GATE 05/02/96 C= o Recom a entuffe-d aShr0- Hng Detail ° R" E .e.' C ALPINi= QEp O C7 o TRUSS o ' IR Alpine, an ITW Company 2400 Lake Orange Dr., Suite 150 Orlando, FL 32837 ALPINE Phone: (800)755-6001 r.,;.,,,u.. alpineitw com Site Information: ustomer.• Carpenter Contractors of America Job Number. N363098B IbDescription: FLORIDA TEEN BUILDERS ,9A6/9A7 ,258SE/258MA/258TA ,01A,02A ,RAO1 ddress: I City, State, Zip: Name, Address and License # of Structural EOR if one exists for the building: Name: License #: Address: City, State, Zip: Job Engineering Criteria: Design Code: FBC 6th Edition (2017) State: View Version: 17.02.02.1213.21 JRef #. 1 W 9T89750063 Wind Standard: ASCE7_10 Wind Speed (mph): 150I Roof load (psi): 20.00-10.00- 0.00- Floor Load (psi): 40.00-10 00- 0.00- 5.00 5.00 This package contains a job notes page, 52 truss drawings and 9 details. Item Seal # Truss 1 093.18.1052.06409 All 3 093.18.1052.06987 A3 5 093.18.1052.07939 A5G 7 093.18.1052.07985 G1 9 093.18.1052.06878 G3 11 093.18.1052.08157 CIG 13 093.18.1052.07579 V3 15 093.18.1052.07283 V1 17 093.18.1052.07611 MV1 19 093.18.1052.07643 HRA 21 093.18.1052.06160 HJ2 23 093.18.1052.06535 ERA 25 093.18.1052.06880 EJ2 27 093.18.1052.08500 CJ5A 29 093.18.1052.06410 CJ3 31 093.18.1052.06331 CJ3A 33 093.18.1052.06940 CJ1A 35 093.18.1052.06317 FG1 Item Seal # Trus 2 093.18.1052.06222 A2 4 093.18.1052.06879 A4 6 093.18.1052.08547 A5G, 8 093.18.1052.05910 G2 10 093.18.1052.06534 G4G 12 093.18.1052.07268 H 1 G 14 093.18.1052.06083 V2 16 093.18.1052.07876 MV2 18 093.18.1052.05879 HR 20 093.18.1052.05958 HJ7; 22 093.18.1052.07768 ER 24 093.18.1052.05973 EJ7; 26 093.18.1052.06675 CJ5 28 093.18.1052.07720 CJ5: 30 093.18.1052.07657 CJ3: 32 093.18.1052.07345 CJ1 34 093.18.1052.08079 CJ1; 36 093.18.1052.08033 FT2 Q ATE Q s ry.cF••:ct ORVID 1- ss/QNAI This document has been electronically signed and sealed using a Digital Signature. Printed copies without an original signature must be 04/03/2018 verified using the original electronic version. Florida Certificate of Product Approval #FL1999 Printed 4/3/2018 11 31 12 AM A ALPINE NI iH:1.lr.V.V Cr•., 1—f #;__. VI{rr 1111 VI I/Ili{IVI/• Customer, Carpenter Contractors of America Job Number N363098B JobDescnphon, FLORIDA TEEN BUILDERS ,9A6/9A7 ,258SE/258MA/258TA ,01A,02A ,RA01 Address. I City, State, Zip Item Seal # Truss 37 093 18 1052 07986 FTGE2 39 093.18.1052.05817 MA 41 093 18 1052 05896 FT1GE 43 093.18.1052.06285 FT3G 45 093.18.1052.08469 FT4A 47 093 18 1052 07267 FT5 49 093 18 1052.06629 FT7 51 093 18.1052 07829 FT8G Florida Certificate of Product Approval #FL1999 Alpine, an ITW Company 2400 Lake Orange Dr., Suite 150 Orlando, FL 32837 Phone- (800)755-6001 alpineitw com Item Seal # Truss 38 093.18.1052 07923 FT1 40 093.18.1052.06176 MG 42 093 18 1052 06831 FT3 44 093.18.1052.06630 FT4 46 093 18 1052.08328 FT4B 48 093 18.1052 06631 FT6 50 093 18.1052.06052 FT7GE 52 093 18 1052 07158 FT10G o VTE OF• 4y ic s .o S ONAI.:.Vo This document has been electronically signed and sealed using a Digital Signature. Printed copies without an original signature must be 04/03/2018 verified using the original electronic version. Printed 4/3/2018 11:31:12 AM Job Number: N363098B Pty1 SEON. 42710/ T37 COMN Cust: R8975 JRO. 1 W9T89750063 FLORIDA TEEN BUILDERS 01y: 13 FROM. PFH DrwNo. 093 18 1052.06409 Truss Label: Al I I I KD / BAF 04/03/2018 T10"14 15' 22'1"2 30' r 7'10"14 7'1"2 7'1"2 T70"14 5x5D Loading Criteria (psq TCLL: 20.00 TCDL 1700 BCLL: 0.00 BCDL: 1000 Des Ld: 47.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1 25 Spacing: 24.0 " 30' 1' 10' i 10' 10' 1' IV 20' 30' Wind Criteria Wind Std ASCE 7-10 Speed: 150 mph Enclosure Closed Risk Category: II EXP C Mean Height: 24.19 It TCDL: 4.2 list BCDL 5.0 psi MWFRS Parallel Dist. 0 to h/2 C&C Dist a 3.00 It Loc. from endwall: not in 4.50 ft GCpi 0 18 Wind Duration' 1.60 Lumber Value Set: 138 (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #1 .132 2x6 SP #2 N' Webs 2x4 SP #3.W2, W3 2x4 SP #2 N Lt Wedge 2x4 SP #3::Rt Wedge 2x4 SP #3: Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Loading Truss passed check for 20 psf additional bottom Chord live load in areas with 42" -high x 24" -wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. Snow Criteria (Pg,Pt in PSF) Pg NA Ct NA CAT W Pf: NA Ce- NA Lu: NA Cs. NA Snow Duration. NA Code / Misc Criteria Bldg Code FBC 6th ed TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s). WAVE DefI1CSI Criteria PP Deflection in loc Udefl U# VERT(LL) 0126 H 999 360 VERT(Q 0.438 H 999 240 HORZ(LL). 0.046 H - - HORZ(TL). 0.103 H Creep Factor: 2.0 Max TC CSI: 0.936 Max BC CSI. 0.798 Max Web CSI: 0.668 VIEW Ver: 17.02.01A.1115.21 oJ' pS O• J i* i J • L o 1 ATE ; Q r D, cF • ,C ORS .•• 0 278 krrwtMutwt+p tf 04/03!2018 M0 1 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1643 / 704 / 1025/ - /287 /40 F 1643 /704 /1025/- /- /40 Wind reactions based on MWFRS B Min Big Width Req = 1.9 F Min Big Width Req = 1.9 Bearings B & F are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens. Comp B - C 1115 -Z701 D - E 1140 -2425 C - D 1140 -2423 E - F 1115 -2702 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. Chords Tens Comp. B - I 2289 -852 H - F 2291 -852 I - H 1564 -439 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens Comp. C-1 398 -513 D - H 902 -422 I - D 900 -422 H - E 398 -513 IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, h ndlin shippin installing and bracing. Refer to and follow the latest edition of BCSI (Building d Safety Information, byy TPI an a S CA) I i safety practices prior to performing these functions Installers shall provide temporary r BCSI.. Unless noted olherwise,top chord shall have property attached structural sheathing and bottom chord shall have a pro2erly We ceipp y p o bons shown for permanent lateral restraint Of webs shall hav bracing installed pfr BCSI s:ctions 93, B7 or 810, e._ A _ lat s to each face. or truss and position as shown above and on the JoinrDetails, un ass note otherwise. Refer to shall not be responsible for any TPI: his drawing an failure to build the on thr drawiXq or cover pa e , ie design shown. The suigbllity ALPINENE ffwO)MMH/ 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N363098B I Py. 1 IFROM:RDG SEON. 42711 / T36 / HIPS Cust R R8975 JRef: 1W9T89750063 FLORIDA TEEN BUILDERS Oty 2 DnvNo: 093.18 1052 06222 Truss Label: A2 KM / WHK 04/03/2018 6'T' 7" 13' 17' 23'5" 30' 6 6'S' 4' 6'5" 6'7" So0 se 4X10 as5X8 D E 30 1' 10' 10' 10' 1' 10' 20' 30' Loading Criteria (psr) TCLL' 20.00 TCDL 1700 BCLL: 000 BCDL: 1000 Des Ld: 47.00 NCBCLL: 10 00 Soffit. 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed 150 mph Enclosure: Closed Risk Category. II EXP. C Mean Height: 23.69 ft TCDL. 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist h to 2h C&C Dist a: 3.00 It Loc from endwall. not in 9.00 It GCpi• 0.18 Wind Duration 1 60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 20 SP #1 :132 2x6 SP #2 N: Webs 2x4 SP #3:W3 2x4 SP #2 N: Lt Wedge 2x4 SP #3::Rt Wedge 20 SP #3 Lumber value set "l 3B" uses design values approved 1/30/2013 by ALSC Bracing a) 1X4 #3SRB or better continuous lateral restraint to be equally spaced. Attach with (2) 8d Box or Gun nails(0 113"x2.5",min.). Restraint material to be supplied and attached at both ends to a suitable support by erection contractor. a) or scab reinforcement may be used in lieu of CLR restraint. substitute (1) scab for (1) CLR and (2) scabs for (2) CLR'S where shown. Scab reinforcement to be same size, species, grade, and 80% length of web member. Attach with 0.128x3" gun nails @ 6" oc. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42" -high x 24" -wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. Snow Criteria (Pg,Pf in PSF) Pg. NA Cl: NA CAT: W Pf: NA Ce NA Lu: NA Cs NA Snow Duration: NA Code I Misc Criteria Bldg Code: FBC 6th ed TPI Std 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE IMPORTANT" FURNISH THIS DRAWING TO ALL Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0.127 1 999 360 VERT(rL): 0.449 1 999 240 HORZ(LL): 0.053 1 - - HORZ(TL): 0 120 1 Creep Factor: 2 0 Max TC CSI 0.841 Max BC CSI: 0 831 Max Web CSI 0 258 VIEW Ver, 17.02.01A.1115.21 J • i* i • i • pc;•. n,. L OROP•.•`k. 0 278 NAL 04/03/2018 1( 04/03/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1618 /308 /1030/- / 254 140 G 1631 /308 /1030/. / - /40 Wind reactions based on MWFRS B Min Big Width Req = 1.9 G Min Brg Width Req = 1.9 Bearings B & G are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Pty (Ibs) Chords Tens Comp. Chords Tens Comp B - C 1040 -2703 E - F 971 -2359 C - D 970 -2330 F - G 1039 -2732 D -E 874 -1713 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp Chords Tens. Comp. B - J 2309 -796 I - G 2334 -824 J-1 1727 -518 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. Webs Tens. Comp C - J 302 -465 E-1 678 -714 J - D 648 -254 I - F 301 -464 THEINSTALLERS the latest egiti n of SCSI (Building Installers s at provide temporary bott2m hord phall have a ropefl per BC I secbons B3, B7 or 910. unless notes otherwise. Refer to of failure to build the orcov'rerpa n. The sui ility ALPINEINE Erlll A•rrr 2400 Lake Orange Dr Suite 150 Orlando FL. 32837 t Job Number: N363098B Ply 1 I SEON 42712 / T35 /HIPS Cusi, R R8975 JRef. 1 W9T89750063 FLORIDA TEEN BUILDERS Oiy 2 FROM• RDG DrwNo. 093.18.1052.06987 Truss Label: A3 I KM / WHK 04/03/2018 5'7" 5-7.. 11' 5'5" 19' 8' oSS00514T2=SS0514 24'5" 30' 57' 30' 10' 10' 10' r 10, - 20' - 30' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R /U / Rw / Rh / RL /W TCDL: 17.00 Speed 150 mph Fill. NA Ce: NA VERT(LL): 0.124 1 999 360 B 1599 /437 /1029/- / 220 / 4 0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.446 1 999 240 G 1621 / 437 /1029/. / - /40 BCDL. 10.00 Risk Category: 11 Snow Duration. NA HORZ(LL): 0.056 1 Wind reactions based on MWFRS EXP. C HORZ L : 0 129 1 B Min Bi Width Re 1.9 Mean Height: Des Ld 47 00 23.19 tt ) g q NCBCLL: 10.00 Code / Misc Criteria Creep Factor: 2.0 G Min Brg Width Req = 1.9 TCDL: 4.2 psf Bearings B 8 G are a rigid surface. Soffit: 0 00 BCDL' 5 0 psi Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.865 Load Duration: 1 25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI- 0839 Members not listed have forces less than 375# Spacing 24.0 " C&C Dist a- 3.00 R Rep Factors Used: Yes Max Web CSI 0.199 Maximum Top Chord Forces Per Py (Ibs) Loc. from endwall: not in 9 00 R FT/RT:20(0)/10(0) Chords Tens.Comp Chords Tens Comp. GCpi 0 18 Plate Type(s) Wind Duration 1.60 WAVE, HS, 18SS VIEW Ver: 17.02 01A 1115.21 B - C 1069 -2660 E - F 972 -2355 Lumber C - D 972 -2301 F - G 1068 •2711 D -E 933 -1913 Value Set: 138 (Effective 6/1/2013) Top chord 2x4 SP #2 N :T2 2x4 SP #1: Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP #1 Chords Tens.Comp. Chords Tens Comp Webs 2x4 SP #3 *W3 2x4 SP #2 N: Lt Wedge 2x4 SP #3 Rt Wedge 20 SP #3 B - J 2273 -829 I - G 2318 -856 Lumber value set "13B" uses design values J-1 1952 -635 approved 1/30/2013 by ALSC Maximum Web Forces Per Ply (Ibs) Bracing Webs Tens.Comp. Webs Tens Comp. a) 1X4 #3SRB or better continuous lateral restraint to be equally spaced. Attach with (2) 8d Box or Gun J - D 502 -134 E - I 503 -123 nails(0.113"x2.5",min.) Restraint material to be supplied and attached at both ends to a suitable support by erection contractor. a) or scab reinforcement may be used in lieu of CLR restraint. substitute (1) scab for (1) CLR and (2) 11+7 FILtwA- scabs for (2) CLR'S where shown. Scab ,"'. L•ry.••' 7 w. reinforcement be same size, species, grade, and w ' Q •.• ; 3 / S•• 'ice 80% length of web member. Attach with 0.128x3" gun 4 • v • • nails @ 6" oc Loading 3 \/]gyp- tS4ty Truss passed check for 20 psf additional bottom chord live load in areas with 42" -high x 24" -wide clearance. ' • ATE •' Wind .9• ;• /C •: 4 Wind loads based on MWFRS with additional C&C a member design oy •'••COR`.••'[\` 0 278' S/OVAL 0 ) G v w wtlwtunW 04/03/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in la ricatin h ndling shiDpin in;talling,and bracing. ,Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an SCA) f8F salary ractices prior to performing these functions. Installers shall Drovide terhporarY bracin er BCSI._ Unless noted olherwise,top chord shall have pro rN attached s rudural sheathing and bottom hord shall have a pro erly attach ngid ceiUn yocabons shown for ermanent lat8ral restr int bf webs shall hav bracing msWlled per BGI sections Q3, B7 or 10, as app ica a ADD v D ales to each face o truss and position as shown above and on tie oin Details. unless noted otherwise. Refer to any from this drpwing an failure to build the t seal on this dr wl qor cover pagge NSthe des shown. The suiCability ALPINENE MMC 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N3630988 FLORIDA TEEN BUILDERS Truss Label. A4 511 9 5'11" 3'1" 6' Ply: 1I SEON. 427131 T34 / HIPS I Cust: R R8975 JRef. 1 W9T8975W63 Oty. 2 FROM: RDG DiwNo. 093.18.1052.06879 KM / WHK 04/03/2018 06 04 1s4X6 D E F 30' 1' 10' 10' 10' 1' 10' 20' 30' Loading Criteria (psf) Wind Criteria TCLL• 20.00 Wind Std. ASCE 7.10 TCDL: 17.00 Speed: 150 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II B 1548 /440 /1022/- / 187 EXP C Des Ld: 47.00 Mean Height: 22.69 It NCBCLL: 10.00 TCDL: 0.2 psf Soffit: 000 BCDL: 5.0 psf Load Duration. 1.25 MWFRS Parallel Dist h/2 to h Spacing: 24.0 " C&C Dist a: 3 00 it B Min Brg Width Req = 1.8 Loc. from endwall: not in 9.00 it Code / Misc Criteria GCpi: 0.18 H Min Brg Width Req = 1.8 Wind Duration: 1.60 Lumber Value Set. 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #1 Webs 20 SP #3 Lt Wedge 2x4 SP #3::R1 Wedge 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. IMPORTANT" FURNISH THIS any Snow Criteria (Pg,Pf.n PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg. NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Loc R /U / Rw / Rh / RL W Pf. NA Ce NA VERT(LL) 0.124 E 999 360 B 1548 /440 /1022/- / 187 40 Lu NA Cs: NA VERT(TL): 0.475 E 999 240 H 1548 / 440 /1022/- / - 40 Snow Duration NA HORZ(LL): 0.048 J - Wind reactions based on MWFRS HORZ(fL): 0.117 J B Min Brg Width Req = 1.8 Code / Misc Criteria Creep Factor 2 0 H Min Brg Width Req = 1.8 Bldg Code FBC 6th ed 201 Max TC CSI. 0.782 Bearings B i3 H are a rigid surface TPI Std. 2014 Max BC CSI. 0.806 Rep Factors Used: Yes Max Web CSI. 0.340 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT:20(0)/10(0) Chords Tens.Comp Chords Tens Comp Plate Type(s): WAVE VIEW Ver. 17.02.01A.1115.21 113-C 1080 -2524 E - F 989 -2053 C - D 997 -2199 F - G 997 -2199 D - E 990 - 2053 G - H 1079 - 2524 ALL VTE • 9p•.,•"t ORYpP•.k. G 0 2 8, ONAL V'11f0 enlrilanu 04/03/2018 to THE INSTALLERS Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens Comp. B - K 2147 -832 J - H 2147 -860 K -J 2322 -872 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens Comp D - K 626 -251 J - F 626 -251 of failure to build the or cover pa e n. The sui bility 1411161111., ALPINE mfr.cewrwr 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N363098B Ply1 SEON' 42714 / T39 /SPEC Cust RR8975 JRef, 1W9T89750063 FLORIDA TEEN BUILDERS Oly' 1 FROM' PFH DnvNo. 093 18 1052.07939 Truss Label: A513 KM / DF 04/03/2018 30' 1' 6'10"4 81"12 8'1"126'10"4 1' 6'10"4 15' 23'1"12 30' Loading Criteria (psf) 7'15' 23' -+ 30 Speed: 150 mph BCLL. 0.00 7' 8' 8' 7' EXP. C Des Ld' 47.00 s; 111088111D88XE10 Soffit' 0.00 BCDL 5 0 psf Load Durabon' 1.25 MWFRS Parallel Dist: 0 to h/2 TZ C&C Dist a 3.00 it Loc. from endwall: NA 12 Wind Duration 160 16 p 1 a) 4 4X6(C 1) C C W2 T3 v I 3X6 F 1I y6 p` C' 20'1"14 K 1114X6 s 10X10 1114X6 s 4X4(C 1) 30' 1' 6'10"4 81"12 8'1"126'10"4 1' 6'10"4 15' 23'1"12 30' Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 17.00 Speed: 150 mph BCLL. 0.00 Endosure: Closed BCDL 10.00 Risk Category II EXP. C Des Ld' 47.00 Mean Height: 22.19 It NCBCLL: 0.00 TCDL: 4.2 psf Soffit' 0.00 BCDL 5 0 psf Load Durabon' 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing 24 0 " C&C Dist a 3.00 it Loc. from endwall: NA GCpi: 0.18 Wind Duration 160 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP 2400f-2.OE .T2 2x8 SP 2400f -2.0E' T3 2x4 SP #1: Bot chord 2x8 SP 2400f-2 OE Webs 2x4 SP #3:W2 2x4 SP #2 N: W4 2x4 SP 2400f -2.0E: Lumber value set "138" uses design values approved 1/30/2013 by ALSC Bracing a) 1 X4 #3SRB or better continuous lateral restraint to be equally spaced. Attach with (2) 8d Box or Gun nails(0.113"x2 F%min.). Restraint material to be supplied and attached at both ends to a suitable support by erection contractor. a) or scab reinforcement may be used in lieu of CLR restraint substitute (1) scab for (1) CLR and (2) scabs for (2) CLR'S where shown Scab reinforcement to be same size, species, grade, and 80% length of web member. Attach with 0.128x3" gun nails @ 6" oc Loading 1 hip supports 7.0-0 jacks with no webs. Wind Wind loads and reactions based on MWFRS. IMPORTANT" FURNISH THIS Snow Criteria (P9,PI in PSF) Pg NA Ct NA CAT. W Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration' NA Code / Misc Criteria Bldg Code: FBC 61h ed TPI Std 2014 Rep Factors Used: No FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL) 0.183 D 999 360 VERT(TL) 0.711 D 797 240 HORZ(LL) 0.033 H - HORZ(TL). 0.081 H Creep Factor 2 0 Max TC CSI: 0.977 Max BC CSI: 0.331 Max Web CSI 0 693 VIEW Ver 17 02 02A.1213 21 0 : a 0 278 ry'%ONAi. 04/03/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W K 3046 / 1253 / - / - / - 14.0 F 3046 /1253 / - / - / - /4.0 Wind reactions based on MWFRS K Min Brg Width Req = 2.5 F Min Brg Width Req = 2.5 Bearings K & F are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Pty (lbs) Chords Tens.Comp Chords Tens. Comp B - C 2377 -5878 D - E 3007 -7425 C - D 3007 - 7425 E - F 2364 -5846 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - J 5186 - 2077 I - H 5126 -2061 J-1 5154 - 2073 H - F 5156 -2064 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. Webs Tens. Comp. J - C 755 -93 I - E 2502 -1028 C - 1 2471 -1014 E - H 733 -84 D - 1 1006 -1589 ALL CONTRACTORS INCLUDING THE INSTALLERS 1, installing and bracingRefer to and follow the latest edition of BCSI (Building Wactices pnor to perfo ming these functions. Installers shall provide temporary properly attached structural sheathing and bottw hord shall hav a progerl 7estriint Of webs shall have bracinq nst .fled per BC Is B3, 7 or B10Y as shown above and on the JoinfDetails, unless noted otherwise. Refer to II not be re;ponsible for any deviation from this dr wing a failure to build the TiQ, inst Ilati0n and bracing gf,truss?sA peal on th s dr3w r g or cover page eng neerin,g responsiblhty so ey oLthe design shown. The suiCabiliry ALPINENE a+mvaowrN+r 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N3630988 Ply 1 SEON• 89325 / T20 / HIPS Cust RR8975 JRef. 1W9T89750063 FLORIDA TEEN BUILDERS Oly 1 1FROM:RDG DnvNo: 093.18.1052.08547 Truss Label: A5GA KO / DF 04/03/2018 7'_23' 23' 30' t 7' 8' 8' 7' Ce 111406 T2 s8E 30' 1' 6'10"4 8'1"12 8" 12 6'10"4 1 6'10"4 15' 23' 1"12 30' Loading Criteria (psr) Wind Criteria Snow Criteria (Pg,PI in PSF) TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT' W TCDL: 1700 Speed' 150 mph Pf. NA Ce NA BCLL 000 Enclosure- Closed Lu NA Cs. NA BCDL' 1000 Risk Category' II Snow Duration. NA EXP C Des Ld 47 00 Mean Height: 22 18 It NCBCLL' 0 00 TCDL 4 2 list Code / Misc Criteria Soffit: 0.00 BCDL: 5.0 psf Bldg Code: FBC 6th.ed 201 Load Duration. 1 25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used: No Loc. from endwall NA FT/RT:20(0)/10(0) GCpi: 0 18 Plate Type(s)' Wind Duration: 1.60 WAVE, HS Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP 2400f-2.OE T2 2x6 SP SS Bot chord 2x6 SP SS Webs 2x4 SP #3.W2. W4 2x6 SP #2 N: Lt Wedge 2x4 SP #3::Rt Wedge 2x4 SP #3: Lumber value set "'I 3B" uses design values approved 1/30/2013 by ALSC Loading 1 hip supports 7.0-0 jacks with no webs. Left side jacks have 7.0.0 setback with 0.0.0 cant and 1-0-0 overhang. End jacks have 7-0.0 setback with 0-0-0 cant and 1-0-0 overhang Right side )asks have 7-0-0 setback with 0-0-0 cant and 1-0-0 overhang Wind Wind loads and reactions based on MWFRS. IMPORTANT'* FURNISH THIS DRAWING TO ALL not notes page and these web sites. Defl/CSI Criteria PP Deflection to loc Udell U# VERT(LL): 0 211 D 999 360 VERT(fL): 0.817 D 693 240 HORZ(LL): 0.054 H - HORZ(TL). 0.131 H Creep Factor. 2 0 Max TC CSP 0.746 Max BC CSI: 0 693 Max Web CSI: 0.904 VIEW Ver. 17.02.020.0211.16 i J • 00 ATE 0 278 NAL 04/03/201804/032018 II v 1 -420'1"14 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 3046 /1253 /• /• /- /40 F 3046 /1253 / - / - / - /40 Wind reactions based on MWFRS B Min Brg Width Req = 3.6 F Min Brg Width Req = 3.6 Bearings B & F are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Py (Ibs) Chords Tens.Comp. Chords Tens Comp B - C 2319 -5724 D - E 2935 -7247 C - D 2935 -7247 E - F 2319 -5724 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens. Comp. B - J 5021 -2013 1 - H 4993 -2011 J-1 4993 -2011 H - F 5021 -2013 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp Webs Tens Comp. J - C 687 -59 I - E 2469 -1011 C - I 2469 -1011 E - H 687 -59 D- I 995 -1578 11NG THE INSTALLERS to and follow the latest edition of BCSI (Building se functions Installers shall provide lerflporary hgathin9 and bolt% hord shall have a pro[erly un installed p r Bc l sections B3, B7 or 810, ini9Detalls, unless noted otherwise Refer to viation from this drawin an failure to build the issesA seal on this dr wiX or cover page solely for the desgn shorn. The suitability ALPINENE w+nwtnwrun 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: N363098B Ply. 1 SEON. 42716 / T18 / COMN Cusl• RR8975 JRef- 1W9T89750063 FLORIDA TEEN BUILDERS Oly 4 FROM. RDG DnvNo' 093.18.1052 07985 Truss Label: GI I I KM / OF 04/03/2018 5.7"4 i 1018- 15.812 214" 5.7"4 ' 5'0"12 5'0'12 5'74 r 08D Loading Criteria (psq TCLL. 20.00 TCDL: 17.00 BCLL: 000 BCDL: 1000 Des Ld: 47.00 NCBCLL: 10.00 Soffit: 000 Load Duration: 1 25 Spacing: 24.0 " 21'4" 1, + 74"4 + 67~8 i 74"4 ; 7'4"4 13'11"12 21'4" Wind Criteria Wind Std: ASCE 7-10 Speed 150 mph Enclosure- Closed Risk Category: II EXP: C Mean Height 15.00 it TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 it Loc. from endwall not in 9 00 it GCpi: 0 18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 20 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. WARNING" READ AND IMPORTANT- FURNISH THIS DRAV1 a division of any Snow Criteria (Pg,P1 In PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg. NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL) 0 049 H 999 360 B 1126 /323 /775 / • /201 /8.0 Lu NA Cs NA VERT(fL): 0.188 H 999 240 F 1043 /291 /691 / - /. /8.0 Snow Duration NA HORZ(LL). 0.020 G - - Wind reactions based on MWFRS HORZ(TL): 0.048 G B Min Brg Width Req = 1.6 Code / Misc Criteria Creep Factor: 2.0 F Min Brg Width Req = 1.5 Bldg Code. FBC 6th ed 2017 Max TC CSI: 0.387 Bearings B & F are a rigid surface. TPI Std: 2014 Max BC CSI: 0.680 Bearings B & F require a seat plate. Rep Factors Used Yes Max Web CSI: 0.210 Members not listed have forces less than 375# FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s)' WAVE VIEW Ver 17.02 02A 1213.21 Chords Tens.Comp. Chords Tens Comp B • C 612 -1770 D - E 637 -1562 C • D 609 -1552 E - F 639 -1781 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens Comp B - H 1510 -483 G - F 1522 .485 H - G 1025 -257 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - H 218 -377 D - G 550 -213 H - D 535 -205 G - E 220 -384 p S t..0% VATE OF 0 278 wiV4b...._ 0NAL ...,O 04/03/2018 TO ALL CONTRACTORS INCLUDING THE INSTALLERS pin , installing and bracing.. Refer to and follow the latest edition of BCSI (Buildingty ractices prior to perfo ming these functions. Installers shall provide temporarryyhavepropertyattachedstructuralsheathingandbott2mhordshallhavaproerlyralrestraintbfwebsshallhavebrjcninstalledpfrBCIsecbonsB3, 7 or 910, lion as shown above and on the om etalls, un ess not otherwise. Refer to shall not be res pponsiple for any deviation from this drawin a failure to build the ppmgg, lnst IlatiOn and bracing of trussesA SSeal on this dr w i 9 or cover pagge , onaf gngmegnng Mgponslb,lity solely RLItL( design shown. The suicabihty A IPLNE MnWCDMMNI 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 Job Number: N363098BI Ply 1 I SEON 42717 / T16 / COMM Cust: R R8975 JRet: 1 W9T89750063 FLORIDA TEEN BUILDERS Oly: 1 FROM: RDG DrwNo. 093.18.1052.05910 Truss Label: G2 KM / WHK 04/03/2018 5'8", 2 21.4" 5'7"4 5'0"12 5'0 12 5.7'4 08D 21'4" 7'4"4 i 6'7"e 7'4"4 F 1 7'4"4 13'11"12 21'4" 1• Loading Criteria (psq Wind Criteria TCLL. 20.00 Wind Sid, ASCE 7-10 TCDL 17.00 Speed: 150 mph BCLL: 0.00 Enclosure- Closed BCDL: 1000 Risk Category: II EXP CDes1-67 47.00 Mean Height: 15.00 R NCBCLL:10.00 TCDL:4.2list Soffit: 0.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing 24 0 " C&C Dist a: 3.00 It Loc. from endwall: not in 9.00 It GCpi: 0.18 Wind Duration, 1 60 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 20 SP #2 N Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Snow Criteria (Pg,Pt in PSF) Fig, NA Ct: NA CAT: W Pf NA Ce NA Lu: NA Cs NA Snow Duration: NA Code I Misc Criteria Bldg Code: FBC 6th.ed TPI Std 2014 Rep Factors Used: Yes FT/RT 20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc Udell U# VERT(I-Q: 0 049 H 999 360 VERT(TL): 0188 H 999 240 HORZ(LL): 0.020 H - HORZ(TL). 0.048 H Creep Factor: 2.0 Max TC CSI: 0.370 Max BC CSI: 0.670 Max Web CSI. 0 205 VIEW Ver: 17.02.01A.1115.21 ATE s •.• Yy0sa 0 278, y,, SuDNgWt 04/032018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1123 /322 /774 /- /214 /80 F 1123 /322 /774 /- /- /80 Wind reactions based on MWFRS B Min Erg Width Req = 1.6 F Min Brg Width Req = 1.6 Bearings B & F are a rigid surface. Bearings B & F require a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - C 602 -1765 D - E 603 -1548 C - D 603 -1547 E - F 602 -1766 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - 1 1506 -426 H - F 1506 -452 1-H 1020 -225 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp Webs Tens. Comp C - 1 217 -376 D - H 537 - 207 I - D 536 -207 H - E 217 -376 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating h ndlln9 shi pin Installing,and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, br TPI an S; r8r safety Practices prior to performing these functions. Installers shall provide temporal _ bracin Der BCS). Unless noted o herwise,top chord shall have property attached structural sheathing and bottom chord shall have a proper attach d riggida ilin Locations shown for rmanent latgral rests nt 6f w bs shall have braacing nst.11ed Der BCSI sections B3, B7 or B10y as applicatite Appy Dsates to each face, ofptruss and position as shown above and on the Joinf Iietails, unless not otherwise. Refer to A IPLNEdrawings160A -Z for standard plate positions. Alpine, a division of ITW 13uild'n ompon nts GrOu InC. shall not be regpponsible for any deviation from this dr8winq any failure to build the , „,wo truss In cgnformance with AN I/ 11, or or hanGdl) q shipping, inst llatlon and braang of trussesA eal on this dr8winq or cover page , , 2400 Lake Orange Dr. listing this drawing indicates acceptance of proTesslonar en Ineering responsibility solely or the desi n shown. The suifablllty Suite 150and ise o this thawing for any structure rs the responsibflit of the uitding Desig er pe ANSIlfPI 1 S$c.2. For more inlormabon see dns' b's neral rwtes a e and these web sues ALPINE. www al meinv.com; TPI• www.t mst or ; SBCA www sbdnd st vim, ICC www iccsal0 org Orlando FL, 32837 Job Number. N363098B Ply. 1 SEON* 42763 / T15 / HIPS Cust R R8975 JRef: 1 W9T89750063 FLORIDA TEEN BUILDERS Oty 1 FROWRDG DrwNo 093 18 1052 06878 Truss Label. G3 KM / WHK 04/03/2018 9' 9' 12'4" 3'4" e Ce T2 SSXDS 21'4" 9' Loading Criteria (psf) TCLL. 20.00 TCDL 1700 BCLL. 0.00 BCDL. 10.00 Des Ld. 47.00 NCBCLL: 10.00 Soft: 0.00 Load Duration 1 25 Spacing. 24.0 " 21'4' 9'1'12 2'10" 9'4"4 1 91'12 11'11'12 21'4" 1' Wind Criteria Wind Std: ASCE 7-10 Speed 150 mph Enclosure: Closed Risk Category: II EXP. C Mean Height: 15.00 ft TCDL 4 2 psf BCDL: 5.0 psf MWFRS Parallel Dist, h/2 to h C&C Dist a: 3.00 it Loc from endwall not in 9.00 It GCpi: 0.18 Wind Duration, 1.60 Lumber Value Set. 13B (Effective 6/1/2013) Top chord 2x4 SP 2400f-2.OE 72 20 SP #2 N Bot chord 20 SP #2 N Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design IMPORTANT" FURNISH THIS any Snow Criteria (Pg,Pf in PSF) Pg NA Cf. NA CAT. W PL NA Ce NA Lu: NA Cs NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 61h.ed 201 TPI Std: 2014 Rep Factors Used Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria Maximum Reactions (Ibs) PP Deflection in loc Udell U# Loc R /U / Rw / Rh / RL /W VERT(LL): 0 029 G 999 360 B 1123 /323 /773 / - /186 /8.0 VERT( L): 0.110 G 999 240 E 1123 / 323 /773 / - /. /8.0 HORZ(LL): 0 018 H - Wind reactions based on MWFRS HORZ(TL): 0.042 H B Min Brg Width Req = 1.6 Creep Factor, 2.0 E Min Brg Width Req = 1.6 Max TC CSI 0 776 Bearings B & E are a rigid surface. Max BC CSI. 0 886 Bearings B & E require a seat plate. Max Web CSI: 0.105 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp Chords Tens. Comp. VIEW Ver: 17 02 01A.1115.21 B - C 569 -1547 D - E 568 -1542 C - D 603 -1263 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens. Comp. B - H 1257 -351 G - E 1253 -376 H - G 1261 -352 ATE QRVD 0 7die NAL 04/03/2018 V ALL NOTES ON THIS DRAWING! ALL CONTRACTORS INCLUDING THE INSTALLERS installing and bracing Refer to and follow the latest edition of BCSI (Building terhporary e pro el attached structural sheathing and bottom chord shall have a pro2erlyestraintbfwebsshallhavebr8anginstalledprSCSIsectionsB3, B7 or 810, as shown above and on the Jorn`Details, unless noted otherwise. Refer to dl not be responsiple for any deviation from this dr winan failure to build the I installation anrJ brawnq of trussesA eat on th dr wiXg or cover pagelengineeringresponsibilitysolely_ or the des n sho qn. The sui page ALPINE mmve 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N363098B Ply t I SEON 42719 / T28 /HIPS Cush R R8975 JRel: 1 W9TB9750063 FLORIDA TEEN BUILDERS Oly, t FROM. PFH OrwNo 093 18 1052 06534 Truss Label: G4G KM / WHK 04/03/2018 7 I 14'4" + 21'4" 7' 7'4" 7' io C6 TZ = 6XD6 21'4" 6'10"4 3'9"12 _ 3'9"12 6'10"4 1' 6'10"4 + 10'8" 14'5"12 21'4" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,PI in PSF) Defi/CSI Criteria TCLL: 20.00 Wind Std: ASCE 7.10 Pg: NA Cl: NA CAT NA PP Deflection in loc Udefl L/# TCDL: 17.00 Speed: 150 mph Pf: NA Ce: NA VERT(LL): 0.094 H 999 360 BCLL: 0.00 Enclosure- Closed Lu NA Cs: NA VERT(TL)- 0.365 H 999 240 BCDL, 10.00 Risk Category: II Snow Duration: NA HORZ(LL)- 0.042 G - - Des Ld. 47.00 EXP. C HORZ(TL)- 0.101 G NCBCLL 0.00 Mean Height 15.00 R TCDL 4 2 psi Code / Misc Criteria CreepFactor, 2.0 Soffit. 0.00 TCDL: 5.0 psf Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.643 Load Duration: 1 25 MWFRS Parallel Dist: 0 to h/2 TPI Std. 2014 Max BC CSI 0 685 Spacing 24 0 " C&C Dist a 3.00 R Rep Factors Used: No Max Web CSI 0 265 Loc. from endwall: NA FT/RT 20(0)/10(0) GCpi 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver. 17.02.01A.1115.21 Lumber Value Set 138 (Effective 6/1/2013) Top chord 2x4 SP #1 :T2 2x6 SP SS: Bot chord 20 SP #1 Webs 20 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Loading 1 hip supports 7-0-0 jacks with no webs. Wind Wind loads and reactions based on MWFRS go ATE Q ic`'••:c OR OP'e 0 27h*."`Z'S/0NA `*%- 04/03/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 2134 /617 /- /- I- /80 E 2134 /617 /- /- I- /80 Wind reactions based on MWFRS B Min Brg Width Req = 2 5 E Min Brg Width Req = 2 5 Bearings B 8 E are a rigid surface. Bearings B 8 E require a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp Chords Tens. Comp B - C 1127 -3930 D - E 1127 -3930 C - D 935 -3524 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp Chords Tens. Comp. B-1 3427 - 964 H - G 3398 -961 H 3398 -961 G - E 3427 -964 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp Webs Tens. Comp. I - C 696 -74 D - G 696 -74 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in faMcatin h ndlin shipping, installing and bracing Refer to and follow the latest edition of BCSI (BuildingSafetyInformation, by PI an )BCA) f sa ety practices prior to perfo ming these functions. Installers shall orovlde terhporary BCSI Unless noted oihenvise,top chord shall have property attached structural shpathin9 and bottom chord shall have a proper CId Catlinp Lowtlons shown for permanent labral restraint bf webs shall hav braun9 installed p r BCSI sections ¢3, B7 or 810IDDTVDlatestoeachfaceoftrussandDositionasshownaboveandonthe oini9Details. unless not otherwise. Refer to any from this drowlnp an failure to build the 1 seal on thisg dr3wiXqq or cover pagge or the design shovWn. The suitability ora: SBCA: www sbcindusuy com, ICC wwwkesatSBCA: wwws sbcindus wm, ICC wwwkesar ALPINENE oin woo wxr 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N363098B FLORIDA TEEN BUILDERS Truss Label- CIG Py. 1 Oly I SEON: 42720 / T23 / HIPSI Cusr RR8975 JReI: IW9TB9750063 FROM. PFH DnvNo: 093.18.1052.08157 KD / WHK 04/03/2018 1110"8 1 6'4" 9'10"4 1 14'5"8 1 16'4" 1'10"8 1 4'5"8 3'6"4 47'4 11110"8 12 6 =8X12 1112X4 4X4 T2 E 8X12 F IIIZA4=CR1U=r'i1V14 IIICJl4 16'4" r 2'0"4 + 4'3"12 + 3'8" + 4'3"12 + 2"0"4 2'0"4 6'4" 10' 141" 12 16'4" 3) T c Z±N L-17 14 Loading Criteria (psr) Wind Criteria Snow Criteria (Pg,Pf in PSF) Def!/CSI Criteria Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg. NA Ct NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL /W B 2095 /986 / - / - / - /4.0TCDL17.00 Speed 150 mph Pf: NA Ce NA VERT(LL). 0.230 D 837 360 BCLL 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.863 D 352 240 G 2106 /862 / - / - / • /4.0 BCDL 10.00 Risk Category II Snow Duration NA HORZ(LL). 0.032 C Wind reactions based on MWFRS Des Ld. 47.00 EXP. C HORZ(TL)- 0.076 C B Min Brg Width Req = 2.5 Code / Misc CriteriaNCBCLL10.00 Mean Height: 20.91 ft Creep Factor. 2.0 G Min Big Width Req = 2.5 Soffit: 0.00 TCDL: 4.2 psi BCDL- 5 0 psi BldgCode, FBC 6th ed 201 Max TC CSI: 0.797 Bearings B 8 G are a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI 0.919 Members not listed have forces less than 375# Spacing, 24 0 " C&C Dist a. 3.00 ft Rep Factors Used: Yes Max Web CSI 0.365 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 144.00 FT/RT 20(0)/10(0) Chords Tens.Comp Chords Tens. Comp. GCpi: 0 18 Plate Type(s). VIEW Ver 17.02 02A.1213.21 B - C 1506 .3622 E • F 3224 -7916WindDuration, 1.60 WAVE, HS Lumber Value Set: 13B (Effective 6/1/2013) Top chord 20 SP #2 N T2 20 SP 24001-2.OE: Bot chord 2x6 SP SS Webs 20 SP #3.W2, W6 20 SP 2400f -2.0E: Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Dur Fac.=1.25 / Plate Dur Fac.=1.25) TC: From 78 plf at -1 00 to 78 plf at 16.33 BC From 20 plf at 0 00 to 20 plf at 16.33 TC: 66 Ib Cone Load at 1 91,14.44 TC 47 Ib Cone. Load at 3.94, 5.94, 7.94, 8.40 10.40,12.40 BC 51 Ib Cone. Load at 1.09 BC. 37 Ib Cone. Load at 1.91,14.44 BC: 148 Ib Cone. Load at 3.09 BC 33 Ib Cone. Load at 3.94, 5.94, 7.94, 8.40 10.40,12.40 BC: 246 Ib Cone Load at 5.09 BC: 347 Ib Cone. Load at 7.06, 9.06,11.06,13.06 Wind Wind loads and reactions based on MWFRS. Additional Notes WIND LOAD CASE MODIFIED! ATE 0 RCI? 004 00 NAIL 04/03/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling, shipping, installing and bracing _ Refer to and follow the latest E C - D 3135 -7698 F - G 1593 - 3893 D - E 3135 -7698 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B -K 3182 -1311 I -H 3467 -1411 K - J 3213 -1302 H - G 3423 -1399 J - 1 8001 -3272 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. Webs Tens Comp C - J 4616 -1895 I - F 4588 -1870 D - J 349 -380 from this drffwing any failure to buildthe t seal on this dr8wirtg or (The SuaTabilityorthedesignshoen. ANSI/TPI 1 SEc.2. ALPINE NJmoLMMNi 2400 Lake Orange Dr Suite 150 Orlando FL. 32837 Job Number: N3630988 Ply. 1 SEON: 42721 / T21 / HIPM Cusl- R R8975 JRef• 1 W9T89750063 FLORIDA TEEN BUILDERS —_ Oly. 1 I FROM. RDG DrwNo 093 18 1052.07268 — — Truss Label: H1G KM / WHK 04/03/2018 7' 10'10"7 7' 310„7 e4 6 TZ 1112X44 12 6 c v B 3 A F I r E E Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std. ASCE 7.10 TCDL: 1700 Speed: 150 mph BCLL 0.00 Enclosure: Closed BCDL 10.00 Risk Category: II EXP: C Des Ld' 47.00 Mean Height. 15.00 R NCBCLL. 0.00 TCDL: 4.2 psf Soffit: 0.00 BCDL: 5.0 psi Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24 0 " CK Dist a' 3 00 It Bearings B, F, & E are a rigid surface. Loc. from endwall NA GCpr: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 32 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Loading 01 hip supports 7-0-0 lacks with no webs. Left side jacks have 7-0-0 setback with 0-0.0 cant and 1.0-0 overhang. End lacks have 7-0.0 setback with 0.0.0 cant and 1.0.0 overhang. Right side jacks have 0-0-0 setback with 0-0-0 cant and 0.0-0 overhang Wind Wind loads and reactions based on MWFRS Right end vertical not exposed to wind pressure. 75"11 i3'4"13 — 7'1"12 7'1"12 3'8"11 10'10"7 Snow Criteria (Pg,Pf in PSF) Pg' NA Ct: NA CAT: NA Pf NA Ce: NA Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0.020 F 999 360 Maximum Reactions (lbs) Loc R / U / Rw / Rh / RL /W B 572 /198 / - / - / - /8.0 Lu: NA Cs. NA VERT( L): 0.076 F 999 240 F 995 / 224 ! - / - / - /11.3 Snow Duration. NA HORZ(LL). 0.012 F E 611 / 207 / - / • / • /5.7 HORZ(TL)- 0.030 F Creep Factor: 2.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.5Code / Misc Criteria Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.805 F Min Brg Width Req = 1.5 TPI Std: 2014 Max BC CSI: 0.681 E Min Brg Width Req = 1.5 Rep Factors Used: No Max Web CSI 0.181 Bearings B, F, & E are a rigid surface. Bearings B & F require a seat plate. FT/RT:20(0)/10(0) Plate Type(s)' WAVE VIEW Ver 17.02.01A 1115.21 ATE cc, s._ NAIL _ 04/03/2018 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply fibs) Chords Tens.Comp B - C 179 •449 IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Safetyextreme care in fabricating, handlin shippi g installing bracing. , Refer to and follow the latest edition of BCSI (Building 4 Safe Information, byY TPI an BCA f sae Practices prior to performing these functions. Installers shall provide terhporarryy r SCSI., Unless noted oTherwise,top chord shall have properly attached structural sheathing and bottom 4hord shall hav a pro erl ggid cerbng Locations shown for ermanent lateral restraint bf webs shall have braecinq installed p r BC51 sections Q3, 7 or 10Y 8e. A g y Cates to each face, o truss and position as shown above and on the JoinrDetails, un ess noteu otherwise. Refer to60A -Z for standard plate positrons. a division of ince Wltn ANSu I YI 1, or vor nanalln snl p in indicates acceptance of pro ess orgrawingforanystructureistherespon see this job's general notes page and these web sites: TPI: failure to buildthe n r The si Q bility ALPINE NJ TY ml1MtJY 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N363098B Ply 1 SEON. 42722 / T53 / VAL Cust: R R8975 JRef. 1 W9T89750063 FLORIDA TEEN BUILDERS Oly 1 FROM PFH OrwNo. 093.18 1052 07579 Truss Label: V3 I I I KM / WHK 04/03/2018 T 11 " 14 1110,18 6' 1 1011,18 12' 1'108 4'1"8 4'1"8 1110"8 12 6 4X4 B 1112X4 C 4X44X4(D1) D 1112X4 1112X4 1112X4 Loading Criteria (psq Wind Criteria TCLL. 2000 Wind Std: ASCE 7-10 TCDL. 17.00 Speed: 150 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II VERT(TL) 0 003 H 999 240 EXP: C Des Ld: 4700 Mean Height: 22.39 R NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 0.00 BCDL: 5.0 psi Load Duration. 1 25 MWFRS Parallel Dist: h to 2h Spacing: 24.0 " C&C Dista 3 00 It Bldg Code FBC 6th ed 201 Loc from endwall not in 9.00 ft Members not listed have forces less than 375# GCpi: 0.18 Max BC CSI' 0.117 Max Web CSI 0.074 Wind Duration. 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Valley truss connection to truss below shall be designed and furnished by others 12' _ I 6' 6' 6' 12' Snow Criteria (Pg.PI in PSF) Dell/CSI Criteria Maximum Reactions (Ibs), or'=PLF Pg: NA Ct: NA CAT, NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL /W 1' 98 /31 /54 /- /2 /144PfNACe: NA VERT(LL): 0 001 H 999 360 Lu. NA Cs: NA VERT(TL) 0 003 H 999 240 Wind reactions based on MWFRS Snow Duration- NA HORZ(LL): -0.000 F - I Min Brg Width Req = - HORZ(TL): 0 001 F Bearing A is a rigid surface. Code / Misc Criteria Creep Factor: 2.0 Bldg Code FBC 6th ed 201 Max TC CSI: 0.337 Members not listed have forces less than 375# TPI Std: 2014 Rep Factors Used: Yes Max BC CSI' 0.117 Max Web CSI 0.074 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. FT/RT 20(0)/10(0) C - G 248 -400 Plate Type(s): VIEW Ver: 17.02.01A.1115 21WAVE o : VATE OF kir o,,FSS •......•• a0 278 , w0 N AL , 04/03/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shinpin installing and bracin Refer to and follow the latest editi n of BCSI fBuildin9 Component Safety Information, by TPI an SBCA)1or safety ractices prior to perfoTgming these functions Installers shal4provide terhporarY bracin Der BCSI Unless noted o erwise,top chord shall have property attache structural shgathing and bottom ord shall have a progerlyattachtlriggidcelllnLocationsshownforermanentlateralrestraintifwebssathavebrawnInstalledprBCIsecoons13, 87 or 8810, as app icable Appy Dlat s to each face opiUuss and position as shown above and on the Joint9Details, un ess not otherwise. Refer to ALPINEdrawings160A -Z for stan ard plate positions. Alpine,a division of ITW BUt1ildrg CCom n nts Grpug 1%.shall not be responslple for an deviation from this t wing anY failure to build thetrusiconirmantawithANI/TP1 1 Poor or handIII C shlDpinq, Installatldn and bracing of,trussesA seal on this drawi a or cover page 2400 Lake Orange Dr. listing this Frawin indicates acceptance of proTessionar en ineering responsibility sole for the de si n shown. The suitability Suite 150andstingothiscawingforanystructureisaresponsibflit of the Building Desig er pe ANSIITPI 1 S c.2. For more information see this ob's general notes page and these web sites ALPINE, www al medw.com TPI: www t 'nsi org, SBCA. www.sbdndus .com: ICC: www eccsafe.org Orlando FL, 32837 Job Number: N3630988 Ply 1 SEON: 42723 / T44 / VAl Cust R R8975 JRef 1 W9T89750063 FLORIDA TEEN BUILDERS Oty 1 FROM PFH DrwNo 093 18 1052 06083 Truss Label: V2 KM / WHK 04/03/2018 1110,18 61 81 1.10"8 + 843' 1'10"8 12 6 04X6 =4X6 A4X4( D1) B C=4X4(D1) M R Dv IG F E 1112X4 1112X4 8' I- 8' _t r 8' Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std ASCE 7-10 TCDL: 17.00 Speed. 150 mph BCLL: 0.00 Enclosure Closed BCDL, 10.00 Risk Category: II EXP' C Des L47 47.00 Mean Height: 23.39 h NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 0.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h to 2h Spacing. 24.0 " C&C Dist a. 3.00 It Loc. from endwall: not in 9 00 it GCpr 0.18 WAVEWindDuration160 Lumber Value Set, 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "'I 3B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Valley truss connection to truss below shall be designed and furnished by others a Snow Criteria (Pg,PI in PSF) DeflICSI Criteria Pg. NA Ct. NA CAT: NA PP Deflection in loc Udell U# Pf• NA Ce NA VERT(LL) 0.001 F 999 360 Lu- NA Cs NA VERT(TL) 0.003 F 999 240 Snow Duration: NA HORZ(LL). -0.000 E - HORZ(TL). 0.001 E Code I Misc Criteria Creep Factor, 2 0 Bldg Code: FBC 61h.ed 201 Max TC CSI: 0 463 TPI Std 2014 Max BC CSI. 0.117 Rep Factors Used: Yes Max Web CSI: 0.058 FT/RT.20(0)/10(0) Plate Type(s) VIEW Ver. 17.02.01A.1115.21WAVE Maximum Reactions (lbs), or •=PLF Loc R /U /Rw /Rh /RL /W G' 97 /26 /53 /- /2 /960 Wind reactions based on MWFRS G Min Brg Width Req = - Bearing A is a ngid surface Members not listed have forces less than 375# o NATE OF Q ac.'••: OR10.••*`-i 'o Icy [f•`•a•''_\ 0 278 i„wrranwt n"°t 04/03/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fagfricating h ndlin99 shi g installing and bracing Refer to and follow the latest edition of BCSI (BuildingSafetyInformation, by IPI an S) far sae P acticpeslvprior to perfo ming these functions Installers shall provide temporpar id ceili Unlesscaons slhhown for permanent lateral reshatnt bf webs shall haver braung mslailed pfrtOBrG i °sect%ns 3 B7 or Bir01y e. ADD v plates to each face of truss and Dosition as shown above and on the, oini Details, un ess noted otherwise Refer to any not his drawin an failure to build the on thl; dr3wiXq or cover pagge , Le design shown. The suifablllty MMCOI~ 2400 Lake Orange Or Suite 150 Orlando FL. 32837 Job Number: N3630988 I Ply 1 I SEON. 42724 / T56 / VALI Cusl• R R8975 JRel, 1 W9T89750063 FLORIDA TEEN BUILDERS Oly: 1 FROM: PFH DrwNo 093.18.1052.07283 Truss Label: Vi KM / WHK 04/03/2018 1'10"8 I 4' 1'10"8 i 2,1"8 12 12 5.62 6 Q 4X4 =4X4(D1) T A 4X4(D1) B Cv 1 D 4- 4- 4- Loading 4' 4' Loading Criteria (pst) Wind Criteria Snow Criteria (Pg,Pt in PSF) Defl/CSI Criteria TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT. NA PP Deflection in loc Udell U# TCDL: 17.00 Speed: 150 mph Pf NA Ce NA VERT(I-Q. 0.005 999 360 BCLL: 0.00 Enclosure Closed Lu: NA Cs NA VERT(TL): 0.017 999 240 BCDL: 10.00 Risk Category: II Snow Duration NA HORZ(LL). -0.002 EXP, C HORZ L 0.004Des47.00 Mean Height: 24.39 ) NCBCLL: 10.00 fl Code I Misc Criteria Creep Factor: 2.0TCDL42psf Soffit. 0.00 BCDL: 5.0 psf Bldg Code: FBC 6th ed 201 Max TC CSI: 0 097 Load Duration: 1.25 MWFRS Parallel Dist: h to 2h TPI Std 2014 Max BC CSI: 0.141 Spacing. 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0 000 Loc. from endwall: not in 9.00 tt FT/RT 20(0)/10(0) GCpi. 0 18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver 17.02 01A 1115 21 Lumber Value Set: 138 (Effective 6/1/2013) Top chord 2x4 SP #2 N Bol chord 2x4 SP #2 N Lumber value set "i 3B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Valley truss connection to truss below shall be designed and furnished by others. t++nuuur i 1 7 FL e o NATE OF .' Q ao 278 '' SIONAL wr rurwuuuvt° 04/03/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! VT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING' care in fati-ricatinq.-handlinq, shipping, installing and bracing. _ Refer to ani any Maximum Reactions (lbs), or •=PLF Loc R /U /Rw /Rh /RL /W D' 97 /11 /50 /- /5 /480 Wind reactions based on MWFRS D Min Brg Width Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# INSTALLERS ow the latest edition of BCSI (Building 1s Installers shall provide temporary nd bottomhord mall have a progerly led p r BC I secbons ¢3, B7 or 810, unless notes otherwise Refer to failure to build the I orover pa e n. he sui bility ALPINENE IMIIW COMMWt 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N363098B I Ply 1 I $ EON 42725 / T12 / VAL I Cust: RR8975 JRef: 1W9T89750063 FLORIDA TEEN BUILDERS Oly 2 FROM PFH OrwNo' 093.18 1052 078 Truss Label: MV2 KM / WHK 04/03/2018 Loading Criteria (psn Wind Criteria TCLL 2000 Wind Std' ASCE 7.10 TCDL 17.00 Speed. 150 mph BCLL 000 Enclosure- Closed BCDL 1000 Risk Category. II EXP' C Des LcF 47 00 Mean Height. 22.56 R NCBCLL: 10.00 TCDL 4 2 pst Soffit: 0.00 BCDL: 5.0 psi Load Duration. 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 it Loc. from endwall: not In 9.00 it GCpi: 0.18 WAVEWindDuration: 1 60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design Additional Notes Valley truss connection to truss below shall be designed and furnished by others. more 3'6"12 4' 3'6"12 5 12 1112X4n C fV 1 E 1113X6 4' 3'6"12 5" 4 3'6"12 4' DF Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg' NA Ct: NA CAT NA PP Deflection in loc Udefl U# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration' NA HORZ(LL): 0.004 E HORZ(fL): 0 009 E Code I Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 6th.ed 201 Max TC CSI. 0.198 TPI Std 2014 Max BC CSI: 0.164 Rep Factors Used: Yes Max Web CSI: 0.083 FT/RT 20(0)/10(0) Plate Type(s): VIEW Ver' 17.02.01A.1115.21WAVE 6 p S FLFal4 O 648 c ' •. ORS ,.. t10 278 ONA1 rYu1WW tNtt 04/03/2018 Maximum Reactions (Ibs), or'=PLF Loc R /U /Rw /Rh /RL /W F' 97 /33 /67 /- /21 /480 Wind reactions based on MWFRS F Min Brg Width Req = - Bear•ng A Is a rigid surface. Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care In fabricating, handling, shippin installing_and bracing. Refer to and follow the latest edition of BCSI (BuildingtSfetyInformation, by TPI and SBCA) fb'r safety ract•ces prior to performing these functions Installers shall provide temporary r BSI in noted olherwise,top chord shall have properlyy attached structural sheathingg and bottomrt gghord shall have a proper y aid ceilinq Locations shown forpermanent lateral restraint Of webs shall hav brecln installed p r BGSI sections 133, 137 or 810, ste _ AppTy plates to each face of truss and position as shown above and on tI a aoin Details. unless noted otherwise. Refer to a division of n rl 1, or tor n acceptance any sructure shall not TPI his drBwinq an failure to build the on this dr wiXq or cover page , ie design sho gn. The suigb•lity NAL PImnEwwrxwc 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 Job Number: N3630988 FLORIDA TEEN BUILDERS Truss Label: MVI Loading Criteria (psf) Wind Criteria TCLL 20.00 Wind Std: ASCE 7-10 TCDL, 17.00 Speed: 150 mph BCLL: 0.00 Enclosure Closed BCDL: 1000 Risk Category II VERT(TL): 0 027 B 999 240 EXP: C Des Ld. 47.00 Mean Height: 23.06 it NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 0.00 BCDL 5 0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3 00 it Max TC CSI 0 057 Loc. from endwall: not in 9.00 It TPI Std* 2014 GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set. 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design Additional Notes Valley truss connection to truss below shall be designed and furnished by others IMPORTANT•• FURNISH rotes page and Nese web sites: Ply. 1I SEON. 42726 / T11 / VAL Oty: 2 FROM: PFH 12 6 F --- B 2' " 2' 2' T 1 Cust. R R8975 JRef. 1 W9T89750063 DrwNo: 093.18.1052.07611 KM / WHK 04/03/2018 Snow Criteria (Pg,PI in PSF) Defi/CSI Criteria Maximum Reactions (lbs), or •=PLF Pg NA Ct: NA CAT NA PP Deflection in loc Udell L/# Loc R /U / Rw / Rh / RL 1W Pf: NA Ce: NA VERT(LL): 0.007 B 999 360 D' 97 /16 /60 /- /12 /24.0 Lu: NA Cs: NA VERT(TL): 0 027 B 999 240 Wind reactions based on MWFRS Snow Duration. NA HORZ(LL): 0.003 B - - D Min Big Width Req = - HORZ(TL): 0 007 B Bearing A is a rigid surface Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 6th ed 201 Max TC CSI 0 057 Members not listed have forces less than 375# TPI Std* 2014 Max BC CSI: 0.132 Rep Factors Used: Yes Max Web CSI: 0 000 FT/RT 20(0)/10(0) Plate Type(s): WAVE VIEW Ver 17.02.01A.1115.21 zo ,o 1. VATE OF ,`Q F gyp,•.• 0 2 8 *% S/ONAI `' ta"w wntluw uv`° 04/032018 ALL CONTRACTORS INCLUDING THE INSTALLERS installing and bracing Refer to and follow the latest edition of BCSI (Buildingradicespriortoperfoingthesefunctions. Installers shall provide terhporary a prope attached structural sheathing and bottom shot shall hav a properl estraint Of webs shall hav bracing ins gilled p r BC51 secoons E33, 7 or B10YasshownaboveandontIaJoinfDetails, unless noteu otherwise. Refer to not be reguonsl le for any deviation from this drawing an failure to buildthemstpllaUdn9nbracingf usse;N real on thidrawir q or ffhe suitabilien (need responsibglid soler` or the des n sho n. ty ilit of the wilding Designer pe ANSI/TPI 1 c.2. PINE: www.atpinauw.com, TPI: www tpmst.org, SBCA. www.sbondustry.com; ICC: www.rccsafe ALPINENE mnwc our 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 Job Number: N363098B Ply: 1 SEON: 42727 / T24 / HIP_ Cust: R R8975 JRef: 1 W9T89750063 FLORIDA TEEN BUILDERS Oty 3 FROM HMT DrwNo 093.18.1052 05879 Truss Label: HJ7 I I I KM / WHK 04/03/2018 5'2"5 9'10"1 i- 5'2"5 ' 47"11 Los 1,5,. 9,5„7 4„ 0 9'5"7 911 "1 Loading Criteria (psf) Wind Criteria TCLL 20.00 Wind Std ASCE 7-10 TCDL. 1700 Speed: 150 mph BCLL 0.00 Enclosure: Closed BCDL 10.00 Risk Category: II EXP: C Des Ld. 47.00 NCBCLL 0.00 Mean Height 15.00 ft TCDL: 4.2 psi Soffit 0.00 BCDL 5 0 psi Load Duration: 1.25 MWFRS Parallel Dist 0 to h/2 Spacing. 24.0 " C8C Dist a' 3.00 it Loc. from endwall: NA GCpi 0.18 Wind Duration. 160 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Loading Hipjack supports 6-11-8 setback jacks with no webs Wind Wind loads and reactions based on MWFRS Additional Notes Provide (3) 0.131"x3.0", min toe -nails at top chord Provide (3) 0.131"x3.0", min toe -nails at bottom chord. Snow Criteria (Pg,Pf in PSF) Pg NA CC NA CAT- Ni Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code I Misc Criteria Bldg Code. FBC 6th.ed 201 TPI Std: 2014 Rep Factors Used No FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria Maximum Reactions (lbs) PP Deflection in loc Udell U# Loc R /U / Rw / Rh / RL VERT(LL): 0.017 C 999 360 B 425 /125 / - /. /. VERT( L): 0.067 C 999 240VERT( E 443 /56 / - /1 /0 HORZ(LL)- 0.006 F - D 305 /156 / - /. /_ HORZ(TL)' 0.014 FHORZ(TL)- Wind reactions based on MWFRS Creep Factor: 2.0 B Min Brg Width Req = 1 5 Max TC CSI. 0.901 E Min Brg Width Req = - Max BC CSI: 0.623 D Min Brg Width Req = - Max Web CSI 0.420 Bearing B is a rigid surface. Bearing B requires a seat plate. 10.6 1.5 15 Members not listed have forces less than 375# VIEW Ver: 17 02.01A 1115 21 Maximum Top Chord Forces Per Ply jibs) Chords Tens Comp B -C 341 -817 O w'JY` VAT E OF 4 ORO 0 278 04/03/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B - F 769 - 308 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp C - F 333 -831 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS q%ire extreme care in fabncatin h ndlin shiupin installing.and bracing Refer to and follow the latest edditi n of BCSI (BuildingtSafetyInformation, by TPI an S CA) f) safety ractices prior to performing these functions. Installers Val provide terhporary BCSI. Unless noted otherwise,top chord shall have prou_erly attached structural sheathing and bott2m chord ghall have a pro erty ceilin Locations shown for Dermanent lateral restraint bi webs shall hav braacing9 nst and pgr BCSI sections B3, B7 or 10, e Appy fates to each face, of truss and position as shown above and on tthe Join details, un ess noted otherwise. Refer to 60A -Z for standard plate positions a division of ITW Builddl1'n ompon nlg Grpup Inc. shall not be resuonsiple for any deviation from this drawin ,an failure to build theconformancewithAM11, or (nor hand I shipping, instpllati n and bracing gf,trussgsA real on this dr wiXg or cover page this drawing indicates acceptance of proTessionar en ineenng responsibilitNy so e or the desi n shovTn. The sufiability e of this 0jawing for any structure is the responsibilit) of the Building DesigrSer pe ANSIlfPI 1 S c.2. more informabon see this job's general notes page and these web soles: ALPINE www alpmemv com, TPI: www Ipinst org, SBCA www ALPINENE mmvcnwN+v 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number. N363098B Py. 1 SEON 42728 / T29 /HIP_ Cust• RR8975 JRef: 1W9T89750063 FLORIDA TEEN BUILDERS Oly. 4 FROKHMT DrwNo' 093 18.1052 07643 Truss Label- HJ7A KM / WHK 04/03/2018 5'2"3 5'23 9'10"1 47'14 0 12 424 p 3X6 C N Pg: NA Ct: NA CAT: NA O Loc R / U / Rw / Rh / RL /W Q ! VERT(LL): •0.023 C 999 360 B 423 /181 / • / - / - /49 O B T E 439 /101 / • / - / - /1 5 Snow Duration, NA ss A D 312 /209 / - / - / - /1.5 HORZ(fL)- 0 012 E Wind reactions based on MWFRS FF Loading Criteria (psf) Wind Criteria TCLL' 2000 Wind Std ASCE 7-10 TCDL 1700 Speed: 150 mph BCLL: 000 Enclosure Closed BCDL: 1000 Risk Category II DDes Ld: 47.00 EXP- C Des d:: 0 . 0 Mean Height: 22.18 it TCDL: 4.2 psi Soffit: 0.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 it Loc. from endwall NA GCpi 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "I 3B" uses design values approved 1/30/2013 by ALSC Loading Hip)ack supports 6-11-8 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Additional Notes Provide (3) 0.131"x3 0", min toe -nails at top chord. Provide (3) 0 131"x3.0", min toe -nails at bottom chord 915.,10 4" 9151,10 1 "1 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL /W PI: NA Ce. NA VERT(LL): •0.023 C 999 360 B 423 /181 / • / - / - /49 Lu. NA Cs. NA VERT(TL): 0.061 C 999 240 E 439 /101 / • / - / - /1 5 Snow Duration, NA HORZ(LL): •0.010 E - D 312 /209 / - / - / - /1.5 HORZ(fL)- 0 012 E Wind reactions based on MWFRS Code / Misc Criteria Creep Factor 2 0 B Min Brg Width Req = 1.5 Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.809 E Min Brg Width Req = - TPI Std, 2014 Max BC CSI. 0.621 D Min Brg Width Req = - Rep Factors Used: No Max Web CSI. 0.392 Bearing B is a rigid surface FT/RT.20(0)/10(0) Members not listed have forces less than 375# Plate Type(s): Maximum Top Chord Forces Per Py (Ibs) WAVE VIEW Ver: 17.02.01A.1115 21 Chords Tens.Comp. B - C 441 •743 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B - F 688 -398 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp C - F 437 -755 1.0% VATE OF ,`,Qr 7/0NAL E 0 278vpN ttteww»W 04/03/2018 IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricalin , hhandlin shi pin , rngtalling and bracing. , Refer to and follow the latest editi n of BCSI ffBuildingggggtSfeyInformation, by TPI an SBCA) f$ saiPety radices prior to performing these functions. Installers shal?provide Upl orarY r 38SI., Unless noted olherwise,top chord shall have proDerN attached structural shgathin9 and bottom hord shall hav pro etlr gid ceilpp y pLocations shown for Dermanent lateral restraint bf webs shall have braung installed pfr BCI Is B3, or t lr, e - A _ to plates to each face of truss and position as shown above and on the om Details, un ess noted otherwise. Refer to shall not and these his drawing,art failure to build theonthisdrwioroverpage Le desjyn shown. he suibility ALPINEA w nwopww+r 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N363098B Py 1 SEON• 42729 / T30 / HIP_ Cush R R8975 JRef• 1 W9T89750063 FLORIDA TEEN BUILDERS Oly. 1 FROM'HMT DnvNo: 093.18.1052 05958 Truss Label: HJ7S I KM / WHK 04/03/2018 5'2"3 9110"1 5'2"3 47"14 C 3X4(81) Loading Criteria (pst) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL. 1700 Speed: 150 mph BCLL: 000 Enclosure Closed BCDL: 1000 Risk Category: II EXP C Des Ld: 47.00 Mean Height: 22.43 R NCBCLL: 0 00 TCDL: 4.2 psi Soffit: 0.00 BCDL. 5 0 psi Load Duration. 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing* 24.0 " C&C Dist a. 3.00 it Plate Type(s): Loc. from endwall: NA WAVE GCpi: 0.18 Wind Duration, 160 Value Set. 138 (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Loading Hiplack supports 6-11-8 setback jacks with no webs Wind Wind loads and reactions based on MWFRS. Additional Notes Provide (3) 0.131"x3.0", min toe -nails at top chord Provide (3) 0 131"x3.0", min toe -nails at bottom chord IMPORTANT" FURNISH THIS any 9'5"10 4" 9'5"10 '1 "1 Snow Criteria (Pg,Pt in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT* NA PP Deflection in loc Udell L/# PI: NA Ce: NA VERT(LL)- -0.023 B 999 360 Lu NA Cs' NA VERT( Q: 0.059 B 999 240 Snow Duration NA HORZ(LL): -0.010 D - HORZ(TL). 0.012 D Code / Misc Criteria Creep Factor 2 0 Bldg Code FBC 6th ed 201 Max TC CSI: 0 803 TPI Std: 2014 Max BC CSI: 0.627 Rep Factors Used: No Max Web CSI. 0 397 FT/RT:20(0)/10(0) Plate Type(s): WAVE VIEW Ver: 17.02.01A.1115.21 fi ATE 4 OR OP-•• t, a a0 278 yss ONA1. E neurwwu 1es 04/03/2018 Maximum Reactions (lbs) Loc R /U /Rw /Rh /RL /W A 382 /160 /• /- /- /4.9 D 443 /105 /- /- /- /1.5 C 311 /211 /• /• /- /15 Wind reactions based on MWFRS A Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-8 449 -749 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A - E 696 -406 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. B - E 446 -763 ALL CONTRACTORS INCLUDING THE INSTALLERS 1, installing,and bracing.. Refer to and follow the latest editi n of SCSI (Buildin indices poor to performing these functions. Installers shahprovide tempora e proDerlY attached structural sheathing and boltQr ord;hall hav a pro2eryrest'lint yf webs shall have br8cinq installed p r BG Ise cbons a3, 7 or g10, as shown above and on the aoingDetails, unless noted otherwise. Refer to II not be re;ponsi le for any deviation from this drawm an failure to build the IT, installatidn an bracing of trussesA teal on thi; dr wiX9 or over pagetlengneerin fespo sibtllty solelyo the desmon shown. The suitability ALPINE MIIW m11MNY 24W Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N363098B Ply: 1 SEON' 42730 / T48 /HIP_ Cush R R8975 JRe1. 1 W9T89750063 FLORIDA TEEN BUILDERS Oly 2 FROM RDG DrwNo, 093 18 1052.06160 Truss Label: HJ2 KM / WHK 04/03/2018 4X4(81) 12 4.24 C 2'7'1 Loading Criteria (psq Wind Criteria Snow Criteria (Pg,Pt in PSF) TCLL 2000 Wind Std, ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# TCDL: 1700 co Pf: NA Ce NA VERT(LL): NA BCLL 000 Enclosure: Closed Lu: NA Cs NA VERT(TL): NA BCDL' 1000 B Snow Duration: NA in Des Ld: 47.00 EXP. C Mean Height: 20.90 It HORZ(fL): 0 001 D 00 A Code I Misc Criteria Creep Factor: 2.0 Soffit 0 00 BCDL: 5.0 psf Bldg Code: FBC 6th ed 201 Max TC CSI: 0.136 Load Duration: 1.25 MWFRS Parallel Dish 0 to h/2 TPI Std 2014 Max BC CSI: 0.031 Spacing 24.0" C&C Dist a: 3.00 R Rep Factors Used: No Max Web CSI: 0.000 D 4X4(81) El o =• FATE OF Q 0 klf ss/OVAL0278 pntitattun vim 04/03/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 102 /51 /- /- /- /49 D 4 /- /7 /- /- /15 C 18 /12 /- /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1 5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, h ndlin99 shipping installing and bracing. Refer to and follow the latest edition of BCSI (BuildingtSafeyInformation, by TPI anS CA) fbr safety practices prior to performing these functions. Installers shall provide temporary r BGS,. Unless noted o erwise,top chord shall have prope attached structural sheathing and boltQm hord shall have a erly 4id ceilin .Locations shown for rmanent lateral resira nt bf webs shall hav braacingg installed p r BCI sections B3, B7 or 810, fle. ADDIgv Dtfates to each face oftruss and position as shown above and on tI a JoinfDetails, un less noted otherwise Refer to his drawing an failure to build the on this drawrr g or cover page Le design shown. The sui9e ility any ALPINE MIrwo vt ur 2400 Lake Orange Dr Suite 150 Orlando FL. 32837 2'7"1 1'5" 2'7'1 Loading Criteria (psq Wind Criteria Snow Criteria (Pg,Pt in PSF) Defl/CSI Criteria TCLL 2000 Wind Std, ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# TCDL: 1700 Speed* 150 mph Pf: NA Ce NA VERT(LL): NA BCLL 000 Enclosure: Closed Lu: NA Cs NA VERT(TL): NA BCDL' 1000 Risk Category. II Snow Duration: NA HORZ(LL): -0.000 D Des Ld: 47.00 EXP. C Mean Height: 20.90 It HORZ(fL): 0 001 D NCBCLL' 0 00 TCDL: 4 2 psf Code I Misc Criteria Creep Factor: 2.0 Soffit 0 00 BCDL: 5.0 psf Bldg Code: FBC 6th ed 201 Max TC CSI: 0.136 Load Duration: 1.25 MWFRS Parallel Dish 0 to h/2 TPI Std 2014 Max BC CSI: 0.031 Spacing 24.0" C&C Dist a: 3.00 R Rep Factors Used: No Max Web CSI: 0.000 Loc. from endwall: NA FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): VIEW Ver. 17.02.01A.1115.21WindDuration160WAVE Lumber Value Set. 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "138" uses design values approved 1/30/2013 by ALSC Loading Hipjack supports 1.10.0 setback lacks with no webs Wind Wind loads and reactions based on MWFRS. Additional Notes Provide (2) 0.131'x3.0", min. toe -nails at top chord AS / Provide (2) 0 131'x3 0", min. toe -nails at bottom chord. C% O• El o =• FATE OF Q 0 klf ss/OVAL0278 pntitattun vim 04/03/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 102 /51 /- /- /- /49 D 4 /- /7 /- /- /15 C 18 /12 /- /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1 5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, h ndlin99 shipping installing and bracing. Refer to and follow the latest edition of BCSI (BuildingtSafeyInformation, by TPI anS CA) fbr safety practices prior to performing these functions. Installers shall provide temporary r BGS,. Unless noted o erwise,top chord shall have prope attached structural sheathing and boltQm hord shall have a erly 4id ceilin .Locations shown for rmanent lateral resira nt bf webs shall hav braacingg installed p r BCI sections B3, B7 or 810, fle. ADDIgv Dtfates to each face oftruss and position as shown above and on tI a JoinfDetails, un less noted otherwise Refer to his drawing an failure to build the on this drawrr g or cover page Le design shown. The sui9e ility any ALPINE MIrwo vt ur 2400 Lake Orange Dr Suite 150 Orlando FL. 32837 Job Number. N3630988 Ply: 1 1 SEON• 42731 / T22 / EJAC Cusl: R R8975 JRel. 1 W9T89750063 FLORIDA TEEN BUILDERS Oly, 7 I FROM: RDG i DrwNo. 093.18 1052.07768 Truss Label: E.17 I KM / WHK 04/03/2018 C wl 7' 7' Loading Criteria (pst) TCLL 2000 TCDL: 17.00 BCLL: 0.00 BCDL: 1000 Des Ld: 47 00 NCBCLL: 10.00 Wind Criteria Wind Std: ASCE 7-10 Speed 150 mph Enclosure- Closed Risk Category: II EXP, C Mean Height: 15.00 R TCDL: 4.2 psf Snow Criteria (Pg,Pf in PSF) Pg- NA Ct NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL): NA VERT(TL): NA HORZ(LL): 0.017 D HORZ L : 0 040 D Creep Factor: 2.0Code / Misc Criteria Soffit: 000 BCDL: 5.0 psf Bldg Code. FBC 61h.ed 201 Max TC CSI: 0.956 Load Duration: 1.25 MWFRS Parallel Dist h/2 to h TPI Std: 2014 Max BC CSI: 0.602 Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.000 Loc. from endwall. not in 4.50 it FT/RT:20(0)/10(0) GCpi: 0 18 Plate Type(s): Wind Duration 1.60 WAVE VIEW Ver: 17 02.01A.1115.21 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design Additional Notes Provide (3) 0 131"x3.0", min. toe -nails at top chord. Provide (2) 0 131"x3 0", min toe -nails at bottom chord 0 p,S On• J i 0 J -• i p -- `<c 0 278%yss/ONAL ,, . 04/03/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 436 / 94 / 349 / - /152 / 8 0 D 136 /13 /106 /- /- /15 C 237 /113 /153 /- /- /1.5 Wind reactions based on MWFRS B Min Big Width Req = 1.5 D Min Brg Width Req = - C Min Big Width Req = - Bearing B is a ngid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricatin h ndlin9, shiupin installing,and bracing. , Refer to and follow the latest edition of BCSI (Building t Safety Information, byY TPI an SCA) rbr safety iactices prior to performing these functions. Installers shall provide temporary BGSI. Unless noted otherwise,top chord shall have pro . l attached structural sheathing and bottom cord shall hav a propeidceilingLocationsshownforpermanentlateralrestintbfwebsshallhavbraecinnslalledperSCSIs6coonsB3, 7 or B1 , e. Ap ly plates to each face, of truss and position as shown above and on t 1e Joinf9l3etails, unless noted otherwise. Refer to 60A -Z I r standard plate positions a division of any failure to build the 1 or cover pa e n. The suitability ALPINE MIM(bMW1Y 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: N3630988 Py: 1 SEON• 42761 / T40 / EJAC Cust R R8975 JRef 1 W9T89750063 FLORIDA TEEN BUILDERS Oty. 10 I FROM: RDG DrwNo 093 18.1052 06535 Truss Label: EJ7A KM / WHK 04/03/2018 T s -s 1 C 7' 1 7' Loading Criteria (psf) Wind Criteria TCLL. 2000 Wind Std: ASCE 7.10 TCDL: 17.00 Speed. 150 mph BCLL 0.00 Enclosure: Closed BCDL' 10.00 Risk Category II EXP. C Des L67 47.00 Mean Height 22.19 ft NCBCLL. 10.00 TCDL: 4 2 psf Soffit: 0.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing, 24 0 " C&C Dist a: 3.00 It Plate Type(s): Loc from endwall: not In 4 50 ft WAVE GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 138 (Effective 6/1/2013) Top chord 20 SP #1 Bot chord 2x4 SP #2 N Lumber value set "I 3B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design Additional Notes Provide (3) 0 131"x3.0", min toe -nails at top chord. Provide (2) 0.131"x3.0", min toe -nails at bottom chord Snow Criteria (Pg,PI m PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT. NA PP Deflection in loc Uden U# Pf: NA Ce NA VERT(LL): NA Lu NA Cs: NA VERT(TL)' NA Snow Duration NA HORZ(LL). -0.014 C HORZ(TL)' 0.028 D Code / Misc Criteria Creep Factor. 2.0 Bldg Code: FBC 6th ed 201 Max TC CSI: 0.750 TPI Std. 2014 Max BC CSI: 0.596 Rep Factors Used Yes Max Web CSI 0.000 FT/RT:20(0)/10(0) Plate Type(s): WAVE VIEW Ver: 17.02.01A.1115.21 ATE w... G0278ry,,ysS ONAL lo. Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 432 / 138 / 344 / - /200 /4.0 D 136 /14 /104 /- /- /1.5 C 250 / 170 /150 / - / - /15 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# 04/03/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricatin , handling shippin installing,and bracing. _ Refer to and follow the latest edition of BCSI (Buildingggg l S fety Information, by TPI an SBCA) ib) safety radices prior to performing these functions. Installers shall provide temporary r BE Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall hav a propper11yalitceilingLocationsshownforermanentlateralrestraintyfwebsshallhavbreunoinstalledprBSIsectionsB3,7 or B10, He Apply urates to each face of°truss and position as shown above and on tthe JoinfDetails, un ess noted otherwise Refer to 60A -Z for standard plate positions. a division of see INS not his drwing an failure to build the on thri; dr3wiXg or cover page L desIgn shown. The suitability www el ineaw can, TPI www.tpmst ate, SBCA: www sbandus com, ICC wwwcan, TPI www.tDmst ate, SBCA: www sbcmdus wm, ICC www ALPINENE w Ca11 JJJr 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N363098B Ply: 1 SEQN• 42733 / T68 / EJAC Cust: R R8975 JRer. 1 W9T89750063 FLORIDA TEEN BUILDERS Qly 5 FROM. RDG DrwNo. 093.18.1052.05973 Truss Label: EJ75 I I I KM / WHK 04/03/2018 F We L B 4X4(B1) Loading Criteria (psf) TCLL 2000 TCDL: 17.00 BCLL- 000 BCDL' 10.00 Des Ld 47.00 NCBCLL: 10.00 Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure Closed Risk Category: II EXP C Mean Height: 22.44 fl TCDL: 4.2 psf Snow Criteria (Pg.PI in PSF) Pg' NA Ct: NA CAT NF Pf. NA Ce. NA Lu: NA Cs: NA Snow Duration: NA Code I Misc Criteria Soffit: 0.00 BCDL: 5.0 psf Bldg Code: FBC 6th.ed 201 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Spacing 24 0 " C&C Dist a: 3.00 it Rep Factors Used: Yes A Min Brg Width Req = - Loc. from endwall: not in 4.50 it FT/RT 20(0)/10(0) Max BC CSI 0.606 GCpi: 0.18 Plate Type(s): Members not listed have forces less than 375# Wind Duration: 1.60 WAVE Lumber Value Set. 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #2 N Lumber value set "136" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (3) 0.131"x3 0", min. toe -nails at top chord. Provide (2) 0.131"x3 0", min toe -nails at bottom chord C 7' 7' Def /CSI Criteria Maximum Reactions (lbs) PP Deflection In loc Udell U# Loc R / U / Rw / Rh / RL /W VERT(LL)- NA A 347 / 93 /255 / - /176 / - VERT(fL): NA C 137 /16 /107 / - / • /1.5 HORZ(LL): -0.015 B B 254 /174 /154 / - / • /1.5 HORZ(rL): 0.030 C Wind reactions based on MWFRS Creep Factor 2 0 A Min Brg Width Req = - Max TC CSI: 0 777 C Min Brg Width Req = - Max BC CSI 0.606 B Min Big Width Req = - Max Web CSI. 0.000 Members not listed have forces less than 375# VIEW Ver 17.02.01A 1115 21 5( a, ,p t ATE 0 Oic •. O RSO,. e1 0 278 r''U wnu,utnta' 04/03/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatin , ha d1' shi pin , installing,and bracin Refer to and follow the latest edition of BCSI (Building Component Safe Information, by TPI an SBCA) Tot safety radices prior to perfolgming these functions. Installers shall provide temporary _ bracing uer SCSI._ Unless noted 0 herwise,top chord shall have proper attached structural sheathing and bolt2m Nord 5ha11 hav a pro e attach d rigqid cellln Locations shown forpermanent lateral restraint bf webs shall have br ion installed per BC I secbons $3, 7 or 10y as appeflcalfle Appy Plates to each face, o truss and position as shown above and on the Joini9Details, unless not otherwise. Refer to ALPINEdrawings160A -Z for standard plate positions. Alpine, a division of ITW Bt IId ncq omponQnis Gr In . shall not be responsi le for any deviation from this drawing an failure to build the A"nwctrussincgnfrmancewithAN11lf11, or for han dins s iiCpinq, Installation an bracing of trussesA Seel on this drBwiXq or over pa 2400 Lake Orange DrlistingthisrawinqindicatesacceptanceofproTessionarenineerinqrespons7biliNsolelyforthedesignshown.he sui[ability Suite 150 I ise o this drawing for any structure Is a esponsibi iq of the Building Designer per ANSUTPI 1 c.2. For more information see this ob•s general notes page and these web sites ALPINE www al medw com, TPI www Ilienst org. SBCA. www.sbandus .com: ICC: www.iccsafe org Orlando FL. 32837 Job Number: N363098B Py 1 SEON• 42734 / T54 / EJAC Cust: RR8975 JRel: 1W9T89750063 FLORIDA TEEN BUILDERS Oty: 5 FROM RDGI DrwNo' 093 18 1052 06880 Truss Label: E.12SN / DF 04/03/2018 T i 12 C Loading Criteria (psq Wind Criteria TCLL: 20.00 Wind Std ASCE 7-10 TCDL 1700 Speed: 150 mph BCLL 000 Enclosure: Closed BCDL, 1000 Risk Category. II Des Ld. 47 00 EXP. C Mean Height: 20.91 fl NCBCLL: 10.00 TCDL. 4.2 psf Soffit: 0.00 BCDL: 5.0 psf Load Duration, 1 25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 H FT/RT:20(0)/10(0) Loc. from endwall: Any Plate Type(s) GCpi: 0.18 WAVEWindDuration: 1.60 Lumber Value Set, 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0.131"x3.0", min toe -nails at top chord Provide (2) 0.131"x3.0", min. toe -nails at bottom chord 4X4(61) 1 t 1110,18r10rt8 1110,18 0 in r e Snow Criteria (Pg.PI in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT. NA PP Deflection in toe Udefl U# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL). -0.000 C HORZ(fL). 0.000 C Code / Misc Criteria Creep Factor 2 0 Bldg Code FBC 6th.ed 201 Max TC CSI: 0.183 TPI Std. 2014 Max BC CSI. 0.031 Rep Factors Used, Yes Max Web CSI 0.000 FT/RT:20(0)/10(0) Plate Type(s) WAVE VIEW Ver 17.02.OtA.1115.21 ATE cC oR`9em` 0 278y•4y NAL V,I` 04/03/2018 Maximum Reactions (lbs) Loc R /U /Rw /Rh /RL /W B 200 /71 /178 /- /68 /4.0 D 33 /3 /27 /- /• /1.5 C 47 /36 /20 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Big Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fa eating, h ndling shippin installing,and bracin/q Refer to and follow the latest edit) n of SCSI (BuildingComponentSafetyInformation, by I PI an 'S CA) fbi saffety radices prior to perfo mmg these functions. Instal ers shalrprovide temporary brad Der BGSI .Unless noted olherwise,top chord shall have pro attached structural sheathing and bo t2m hord shall hav a pro2erl attach o rlt9gid ceilin .Locations shown for ermanent lateral restraint bf webs shall hav bracin installed per BC I secbons B3, 7 or B10y as app icabte. Appy plates to each face, ofPtruss and position as shown above and on It a Joint9Details, unless noted otherwise. Refer to A LPI N Edrawings160A -Z for standard plate positions. Alpine, a division of ITW B itdlncQ CComponentS Group InC. shall not be responsible for any deviation from this dr wing any failure to build the mnwc truss in nformance with %N51lTF1 1, or or handling shipping, installati n and bracing gf,trussesA teal on th s drawing or over pa 2400 Lake Orange Dr. listing this drawing, indicates acceptance of prooiessionaf en ineering regponsibillty sole/ or the des/ n shown. The suiTability Suite 150andarseofthisrawingoranystructureistheresponsit: Wof the Building Desigtler pe ANSI/TPI 1 S$c.2. For more information see this joWs general notes page and these web sties ALPINE www alipineitw.coni; TPI, www.ipmst org. SBCA: www.sbdndustry com: ICC'_www iccsefe o © Orlando FL, 32837 Job Number: N3630988 I Ply: 1 I SEON 42735 / T6 / JACK I Cust: R R8975 JRel: 1 W9T89750063 FLORIDA TEEN BUILDERS Oly. 6 FROM. HMT DrwNo. 093.18.1052.06675 Truss Label: CJS KM / WHK 04/03/2018 Loading Criteria (psf) TCLL. 2000 TCDL: 17.00 BCLL: 0.00 BCDL. 10.00 Des Ld: 47 00 NCBCLL: 10.00 Soffit: 000 Load Duration 1 25 Spacing: 24.0 " T C 2X4(A1) 1, 411 4 4'11"4 Wind Criteria Wind Std: ASCE 7.10 Speed. 150 mph Enclosure Closed Risk Category: 11 EXP. C Mean Height: 15.00 it TCDL: 4.2 psi BCDL 5 0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a 3 00 it Loc. from endwall: not in 4 50 it GCpi 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 20 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "138" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0.131"x3.0", min. toe -nails at top chord. Provide (2) 0.131"x3.0", min. toe -nails at bottom chord Snow Criteria (Pg,PI in PSF) Pg: NA Ct NA CAT: W Pf NA Ce: NA Lu NA Cs NA Snow Duration, NA Code / Misc Criteria Bldg Code, FBC 6th ed 201 TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s). WAVE Defl/CSI Criteria PP Deflection in toe Udell U# VERT(LL) NA VERT(TL) NA HORZ(LL)- 0 005 D HORZ(TL). 0 013 D Creep Factor, 2 0 Max TC CSI: 0 422 Max BC CSI 0287 Max Web CSI: 0.000 VIEW Ver, 17.02 01A.1115 21 ATE qtr 1 0 RM 0278 FSs/4NAl 04/03/2018 T ih M Maximum Reactions jibs) Loc R / U / Rw / Rh / RL /W B 338 /76 /277 /- /112 /80 D 94 /8 /71 I- /- /15 C 163 /78 /103 /- /- /15 Wind reactions based on MWFRS B Min Big Width Req = 1.5 D Min Big Width Req = - C Min Big Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlin , shiippi g, installing.and bracing. Refer to and follow the latest editioof BCSI (BuildingtSafeInformation, b, Plana 3BCA)f r sae Dractices prior to performing these functions Installers shall provide temporaryrlrSCSI. Unless noted o erwise,top chord shall have property attached structural sheathing and bottom chord shall have a pro pe aid ceilin ocations shown for Dermanent lateral restraint 81 webs shall hav brac np m4.1Ied p r BCSI s ctions B3, B7 or B10Ysle. Appy Dlates to each face. of truss and position as shown above and on tie Joinfdetails, ungess note otherwise. Refer to 60A -Z for standard plate positions a division of any failure to build the 1 or cover pa e n. The suitability ALPINEA NI TYODAINJIT 2400 Lake Orange Dr. Suite ISO Orlando FL, 32837 Job Number: N3630988 Ply: 1 SEON: 89323 / T32 /JACK Cusl• RR8975 JRef: 1W9T89750063 FLORIDA TEEN BUILDERS Oly. 7 FROM RDG DrwNo 093.18.1052.08500 Truss Label: CJ5A I KD / DF 04/03/2018 Loading Criteria (psf) TCLL 20.00 TCDL: 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL' 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24 0 " T 6"6 C 1, 14114 4'11 "4 Wind Criteria Wind Std' ASCE 7-10 Speed: 150 mph Enclosure- Closed Risk Category' II EXP. C Mean Height 21 67 it TCDL: 4.2 psf BCDL: 5 0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 R Loc. from endwall: not in 4.50 it GCpi: 0 18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 20 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0 131"x3.0", min toe -nails at top chord Provide (2) 0.131"x3.0", min toe -nails at bottom chord. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: W Pf: NA Ce NA Lu NA Cs NA Snow Duration. NA Code / Misc Criteria Bldg Code: FBC 6th.ed 201 TPI Sid. 2014 Rep Factors Used. Yes FT/RT 20(0)/10(0) Plate Type(s). WAVE l Deff/CSI Criteria PP Deflection in loc Udell U# VERT(LL): NA VERT(TL): NA HORZ(LL): -0.006 C HORZ( L): 0 010 D Creep Factor: 2.0 Max TC CSI 0.475 Max BC CSI: 0.298 Max Web CSI: 0.000 VIEW Ver: 17 02.02C 0211 16 AT • Q OWA y F • • ejORV•.. - 0278 ' yry' y/2irs/OVAL- 04/03/2018 IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDI THE INSTALLERS the latest edition of BCSI (Building Installers shall provide temporary bolt2rt hord shall have a propefly per BG I sections $3, B7 or 910, mess noted otherwise. Refer to Alpine. a division of ITW BuildinQ-COmponenls Group Inc. shall not be responsible for any deviation_ from 11 more information see notes page and these web 22'10"15 rn in 20'1"14 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 334 / 107 / 272 / - /145 /4.0 D 96 /10 /73 /- /- /1.5 C 171 /116 /102 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# failure to build the I or cover pa e , n. The sui bllity ALPINENE rmro7 wrr 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number. N363098B I Py: 1 I SEON. 427371 T47 / JACKI Cusl* R R8975 JRef 1 W9T89750063 FLORIDA TEEN BUILDERS Oly 1 FROM. RDG DrwNo' 093.18.1052 07720 Truss Label CJ5S KM / WHK 04/03/2018 T 61"6 J._ B 4X4(B1) Loading Criteria (psq Wind Criteria TCLL: 2000 Wind Std. ASCE 7.10 TCDL: 1700 Speed' 150 mph BCLL: 000 Enclosure: Closed BCDL. 1000 Risk Category: II EXP. C Des Ld' 47 00 Mean Height 21 92 R NCBCLL 10 00 TCDL 4 2 psi Soffit: 0.00 BCDL: 5.0 psf Load Duration. 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing 24 0 " C&C Dist a: 3.00 it Plate Type(s): Loc from endwall: not in 4.50 0 WAVE GCpr 0.18 Wind Duration 1 60 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "136" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0 131"x3.0", min, toe -nails at top chord. Provide (2) 0 131"x3 0", min toe -nails at bottom chord. WARNING" REA IMPORTANT" FURNISH THIS any, 4'11 "4 4'11 "4 Snow Criteria (129.121 in PSF) Defl/CSI Criteria Pg: NA Cl, NA CAT NA PP Deflection in loc Udell U# Pf NA Ce NA VERT(LL): NA Lu NA Cs' NA VERT(fL): NA Snow Duration. NA HORZ(LL). -0.007 B HORZ(fL): 0.012 C Code I Misc Criteria Creep Factor: 2.0 Bldg Code, FBC 61h ed 201 Max TC CSI 0 509 TPI Std 2014 Max BC CSI: 0.308 Rep Factors Used* Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Plate Type(s): WAVE VIEW Ver 17 02.01A.1115 21 MOP.`k. 0 278 .,,s ONAI. 0N un,n,wlnuv 04/03/2018 C Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W A 246 162 /180 / - /121 /- C 97 /11 /76 /- /- /15 B 177 /120 /108 / - / - /15 Wind reactions based on MWFRS A Min Brg Width Req = - C Min Big Width Req = - B Min Erg Width Req = - Members not listed have forces less than 3759 ALL CONTRACTORS INCLUDING THE INSTALLERS installing and bracing.Refer to and follow the latest eddits n of BCSI (Building radices prior to performing these functions. Installers shaliprovide tempora e property attached structural sheathing and bottom g lord shall have a propper restraint f webs shall havq bracing ins I1ed per SCSI sections Q3, B7 or B1 t7, as shown above and on the JoinfDetails, unless noted otherwise Refer to dl not be re;vonsible for any deviation from this dr win9 an failure to build the 1q ,installation and bracing 0f trussesA seal on this drawiXq or cover page 1r engineering responslbilit sole for the des n shown. The suitability3bilitVofthe9uildingDesigrSeroPANSI/TPI 1 c.2. A IPLNE AM rrWO mwwr 2400 Lake Orange Or Suite 150 Orlando FL, 32837 Job Number: N3630988 FLORIDA TEEN BUILDERS Truss Label: CJ3 Py. 1( $EON. 42738 / T27 /JACK I Cust: R R8975 JReI. 1 W9T89750063 Oty- 6 FROM: HMT DrwNo 093 18.1052.06410 KM / WHK 04/03/2018 C 12 6 r M d7 d7 B ch N i A D 2X4(A1) Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std. ASCE 7-10 TCDL 1700 Speed: 150 mph BCLL: 000 Enclosure: Closed BCDL: 10.00 Risk Category, II EXP: C Des Ld: 4700 Mean Height 15.00 ft NCBCLL: 10 00 TCDL: 4.2 psf Soffit: 0.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a. 3.00 it Loc. from endwall: Any GCpi: 0.18 VIEW Ver 17 02 01A.1115.21WindDuration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design Additional Notes Provide (2) 0 131"x3 0", min. toe -nails at top chord. Provide (2) 0.131"x3 0", min toe -nails at bottom chord IMPORTANT" FURNISH THIS 2'11 'A 2'11"4 Snow Criteria (Pg,P1 in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT, NA PP Deflection in loc Udefl U# Pf: NA Ce NA VERT(LL) NA Lu NA Cs NA VERT(TL): NA Snow Duration: NA HORZ(LL): 0.001 D HORZ(TL)- 0.002 D Code / Misc Criteria Creep Factor 2 0 Bldg Code: FBC 6th.ed 201 Max TC CSI: 0 180 TPI Std: 2014 Max BC CSI: 0.091 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)/l0(0) Plate Type(s): WAVE VIEW Ver 17 02 01A.1115.21 i • z ATE •• i 0 278 wflwtutUv 1l 04/03/2018 ALL CONTRACTORS INCLUDING THE INSTALLERS Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 248 /61 /212 /- /74 /80 D 52 /4 /41 /- /- /15 C 87 /43 /52 /- /- /1.5 Wind reactions based on MWFRS B Min Erg Width Req = 1.5 D Min Big Width Req = - C Min Big Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# Alpine, a division of ITW B itd1n ComponsntS Graqy Inc. shall not be respponsible for any deviation from this dr0wing any failure to build thetrussincgnformancewith %N51lTPI 1, or for handlir a shipping, installatidn and bracing of,trussesA seal on this dr8wirl9 or cover page listing this drawin indicates acceptancelance 0f progessionag en Ineering responsiblllN soeel for the desi n shown. The suitability and tise of this rawing for any structure is [he responsibilit of the Building DesigrSer pe ANSUiPI 1 Sbc.2. c......., .— rw... .....rs ____— I---.ew .s. ...... ,............. w...... — ....... r..,...r1.. —1- ........n...,.w...w ...,.. vr• ,............er ALPINE mmvCOMMNr 2400 Lake Orange Dr. Suite 15D Orlando FL, 32837 Job Number: N363098B I Py. 1 I SEON. 42739 / T33 /JACK I Cush R R8975 JRef 1 W9T89750063 FLORIDA TEEN BUILDERS Oty. 1 FROM. RDG DrwNo. 093.18.1052.07657 Truss Label: CJ3S KM / WHK 04/03/2018 r 6"6 1 Loading Criteria (psq Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL- 1700 Speed: 150 mph BCLL 000 Enclosure Closed BCDL 1000 Risk Category: II Lu: NA Cs: NA EXP: C Des Ld 47 00 Mean Height: 21.42 H NCBCLL: 10.00 TCDL: 4.2 psf Soffit 000 BCDL 5 0 psf Load Duration 1 25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a' 3.00 4 Rep Factors Used: Yes Loc. from endwall. Any FT/RT:20(0)/10(0) GCpi 0 18 Plate Type(s) Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 20 SP #2 N Bot chord 2x4 SP 02 N Lumber value set "138" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design Additional Notes Provide (2) 0 131"x3 V% min. toe -nails at top chord. Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. FURNISH THIS any 12 B 4X4(61) C 2'11 "4 2'11 "4 Snow Criteria (Pg,Pr.n PSF) Defl/CSI Criteria Pg NA Ct NA CAT- NA PP Deflection in loc Udell U# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): -0.002 B HORZ(rL): 0.003 C Code I Misc Criteria Creep Factor 2.0 Bldg Code FBC 6th ed 201 Max TC CSI. 0.283 TPI Std: 2014 Max BC CSI: 0.111 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Plate Type(s) WAVE VIEW Ver: 17.02.01A.1115.21 7s • ATE O 0278 04/03/2018 T 1 Maximum Reactions (lbs) Loc R /U /Rw /Rh /RL /W A 148 / 34 /108 / - /70 /- C 57 /6 /44 /- /• /15 B 106 /72 /64 /- /• /1.5 Wind reactions based on MWFRS A Min Erg Width Req = - C Min Brg Width Req = - B Min Big Width Req = - Members not listed have forces less than 375# V ALL NOTES ON THIS DRAWINGI ALL CONTRACTORS INCLUDING THE INSTALLERS installing and bracing. , Refer to and follow the latest edition of BCSI (Building iractices prior to performing these functions Installers shall Drovide te9porary a pro el attached structural sheathing and bottom Chord mall hav a properlyestramtbfwpbsshallhavebraun9msialledperBG51sectionsB3, 7 or 810 as shown above and on the oint9Details, unless noted otherwise. Refer to 11 not be responsible for any, deviation from this ddrfiwin9 a0 failure to build theiq ,installation and bracing of trussesA teal on thi dr, wi I or cover page t[ engineering responsibility solely foLthe desgn shown. The suitability ALPINE M ITWOOMMNY 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: N363098B FLORIDA TEEN BUILDERS Truss Label: CJ3A T Ply. 1 SEON' 42740/ 714 /JACK Cust. RR8975 JRet. 1W9T89750063 Oty, 9 FROM HMT DrwNo. 093 18.1052.06331 KM / WHK 04/03/2018 C 4X4(61) i i t"7 V 2'11 4 1, 2'11'4 Loading Criteria (pst) Wind Criteria Snow Criteria (Pg,Pf In PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL 2000 Wind Std. ASCE 7-10 Pg: NA Ct: NA CAT, NA PP Deflection In loc Udell U# Loc R 1U / Rw / Rh / RL /W B 242 / 81 / 207 / • / 94 / 4.0TCDL17.00 Speed 150 mph Pf: NA Ce: NA VERT(LL). NA BCLL' 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL) NA D 55 13 /42 / • / - /1.5 BCDL' 1000 Risk Category: IIgry Snow Duration: NA HORZ(LL). -0.001 C C 94 /65 /52 / • / - /1.5 Des Ld. 4700 EXP. C HORZ(TL). 0.001 C Wind reactions based on MWFRS Code I Misc CriteriaNCBCLL- 10.00 Mean Height. 21.17 it TCDL: 4.2 psi Creep Factor 2 0 B Min Brg Width Req = 1.5 Soffit: 0.00 BCDL: 5.0 psi Bldg Code. FBC 6th.ed 201 Max 7C CSI: 0 253 D Min Br Width Re9 q = Load Duration: 125 MWFRS Parallel Dist: 0 to h/2 TPI Std, 2014 Max BC CSI 0 096 C Min Bs Width Req = Bearing B is a rigid surface. Spacing 24.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.000 Loc from endwall: Any FT/R7 20(0)/10(0) Members not listed have forces less than 375# GCpi: 0.18 Plate Type(s) VIEW Ver: 17.02.01A.1115.21WindDuration: 1.60 WAVE Value Set: 138 (Effective 6/1/2013) Top Chord 2x4 SP #2 N Bol chord 2x4 SP #2 N Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0.131"x3.0", min. toe -nails at top chord Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. a WARNING" READ AND IMPORTANT" FURNISH THIS DRAV of any ALL z .0% 7AT E OF , O 0 278 "', PONq tE 04/03/2018 to THEINSTALLERS of failure to buildthe In. The sui9 bility ALPINE M+InYrIIMM1Y 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N363098B FLORIDA TEEN BUILDERS Truss Label: CJI Ply: 1 Oty, 6 12 6 F7- C 4"3 1, — SEON. 42741 / T4 / JACKI Cust. RR8975 JRef IW9T89750063 FROM ROG OrwNo. 093 18.1052.07345 KM / WHK 04/03/2018 Loading Criteria (pst) Wind Criteria TCLL 2000 Wind Std. ASCE 7-10 TCDL. 17.00 Speed: 150 mph BCLL: 000 Enclosure: Closed BCDL. 1000 Risk Category. II Des L67 47.00 EXP. C Mean Height 15.00 It NCBCLL 10.00 TCDL' 4 2 psf Soft: 0.00 BCDL 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist. 0 to h/2 Spacing 24 0 " C&C Dist a: 3.00 It FT/RT:20(0)/10(0) Loc from endwall: Any Plate Type(s): GCpi: 0.18 WAVEWindDuration: 160 Lumber Value Set. 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "138" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design Additional Notes Provide (2) 0.131"x3.0", min toe -nails at top chord. Provide (2) 0 131"x3.0", min. toe -nails at bottom chord 11"4 11 "4 Snow Criteria (Pg,PI in PSF) Dell/CSI Criteria Pg' NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Pi: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL) NA Snow Duration. NA HORZ(LL) -0 000 D HORZ(TL) 0.000 D Code / Misc Criteria Creep Factor, 2 0 Bldg Code FBC 61h.ed 201 Max TC CSI: 0.171 TPI Std: 2014 Max BC CSI 0.022 Rep Factors Used: Yes Max Web CSI. 0.000 FT/RT:20(0)/10(0) Plate Type(s): WAVE VIEW Ver: 17.02.01A 1115.21 ie .• ATE k! g'C • • e`a 027s"'`r ONAL'e , oof 04/03/2018 A Maximum Reactions (Ibs) Loc R /U IRw /Rh /RL /W B 196 /66 /189 /- /36 /8.0 D 7 /11 114 /- I- /1.5 C -21 /35 /24 /- /- /1.5 Wind reactions based on MWFRS B Min Beg Width Req = 1 5 D Min Beg Width Req = - C Min Beg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fa¢ficating, handling shi pin Installing,and braung. ,Refer to and follow the latest edit/on of SCSI (Buildin Component S fety Information, by PI an0d BCA) f0i sa ery radlces prior to performing these functions Installers shall provide temporancrl bracin peQB SI.. Unless noted olhervvlse,top chord shall have properly attached structural sheathing and bottom hord shall hav a pro2er1y attach d rlbtld ceilln Locations shown for Dermanent latgral restraint 6f webs shall have bracinsa Installed p r Bcl secoons 3, 7 or 610, as appApplgy plates to each face of truss and position as shown above and on the JoinfDetalls, un(ess notetl othervvlse. Refer to ALPINEdrawings160A -Z for standard plate positrons. Alpine, a division of ITW B itd'n ompon nts GT In . shall not be responsible for any deviation from this drawin ,a failure to build the w„iwtrussInconformancewithXdSthA1, or or hantl1ir sfiippin , Installation and brawny of trussesA Seal on this der win or cover pa e , , 2400 Lake Orange Dr. Ind this drawing indicates acceptance f proTessronar en rneering res onsibilittyv sole lIyv for the des/ n shown. The suiCabrll Suite 150anduseofthisdrawingforanystructureistheresponsibilitofthe9ufldingDe71pefANSI/TPl 1 5$c.2, ability For more inlormabon see this ob's general notes page and these web sites ALPINE, www.al me4w.com; TPP www.tpinst.org, SBCA: www.sbondustry can, ICC www occiiale.org Orlando FL, 32837 Job Number: N3630988 FLORIDA TEEN BUILDERS Truss Label: CJ1A Ply. 1 Oly, 13 12 6 C SEON. 42742 / T19 / JACKI Cush R R8975 JRef 1 W9T89750063 FROM. HMT DrwNo: 093.18.1052 06940 KM / WHK 04/03/2018 T T T0) A co D Loading Criteria (psr) Wind Criteria TCLL: 20.00 Wind Std. ASCE 7.10 TCDL, 1700 Speed: 150 mph BCLL: 000 Enclosure: Closed BCDL: 10.00 Risk Category: 11 Pf: NA Ce: NA EXP: C Des Ld 47 00 Mean Height: 20.67 H NCBCLL: 10.00 TCDL: 4.2 psi Soffit: 0.00 BCDL 5 0 psi Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing 24.0 " C&C Dist a 3 00 R Bldg Code. FBC 61h.ed 20V Loc. from endwall: Any D Min Brg Width Req = - GCpi. 0.18 Max BC CSI. 0.020 Wind Duration: 1.60 Lumber Max Web CSI: 0.000 Value Set, 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Plate Type(s): Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design Additional Notes Provide (2) 0.131"0.0", min toe -nails at top chord Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. IMPORTANT" FURNISH of web 11,14 1 11"4 Snow Criteria (Pg.Pr in PSF) DeRICSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Uden U# Loc R /U / Rw / Rh / RL /W B 182 / 72 /173 / - 145 /4.0Pf: NA Ce: NA VERT(LL): NA Lu NA Cs NA VERT(TL): NA D 12 /6 /13 / - / - /1.5 Snow Duration NA HORZ(LL). -0.000 C C -12 /27 /20 / - / - /15 HORZ(TL). 0.001 C Creep Factor 2 0 Wind reactions based on MWFRS B Min Brg Width Req = 1 5Code / Misc Criteria Bldg Code. FBC 61h.ed 20V Max TC CSI: 0.183 D Min Brg Width Req = - TPI Std: 2014 Max BC CSI. 0.020 C Min Brg Width Req = - Rep Factors Used. Yes Max Web CSI: 0.000 Bearing B is a rigid surface. FT/RT.20(0)/10(0) Members not listed have forces less than 375# Plate Type(s): VIEW Ver: 17.02 01A.1115 21WAVE Z 7e i e o' • ATE 0•' 0 278'" `s'S'0NA VN1,g N4r'UrreuNtl lt00 04/03/2018 TO ALL CONTRACTORS INCLUDING THE INSTALLERS ping installing and bracin Refer to and follow the latest edition of BCSI (BuildingtypracticespriortoperformingthesefunctionsInstallersshallprovideUplorary lave pro D.e attached structural shpathin and bottom chord shall hav a pro[efl ral restraint bf webs shall have bracin inst811ed p r BCSI sections Q3, 7 or B10ylionasshownaboveandontheJoint9Details, unless not otherwise. Refer to shall not be re S onsible for any deviation from this drpwin airy failure to build the ppingg, instpllation and bracing oi,trusseesA seal on this dr wirfgg or cover page onaf gngrnegring Mgponsibihty_solely for the desj9n shoviTn. The suitability A IPLNE 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 Job Number: N363098B I Ply1 I SEON• 42743 / T41 /JACK I Cust. R R8975 JRef 1 W9T89750063 FLORIDA TEEN BUILDERS City' 1 FROM* PFH DrwNo 093 18 1052 08079 Truss Label: CJ1S KD / WHK 04/03/2018 Loading Criteria (psr) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7.10 TCDL: 1700 Speed 150 mph BCLL 000 Enclosure: Closed BCDL 10.00 Risk Category II EXP C Des Ld 4700DDesL Mean Height: 20.921t 10.00 TCDL. 4 2 psf Soffit. 0.00 BCDL: 5.0 psi Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing, 24 0 " C&C Dist a, 3.00 it Plate Type(s): Loc from endwall Any WAVE GCpi' 0.18 Wind Duration 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "I 3B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design Additional Notes Provide (2) 0 131"x3.0", min. toe -nails at top chord. Provide (2) 0 131"x3.0", min. toe -nails at bottom chord. 12 6 1 20'1"14 Snow Criteria (P9,P1 in PSF) DefIICSI Criteria Pg: NA Ct: NA CAT. NA PP Deflection in loc Udefl U# Pf: NA Ce: NA VERT(LL) NA Lu. NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): -0.000 B HORZ(TL): 0.000 B Code I Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 61h.ed 201 Max TC CSI 0 027 TPI Std' 2014 Max BC CSI: 0.007 Rep Factors Used Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Plate Type(s): WAVE VIEW Ver: 17.02.02A.1213.21 i ,o =; VATE OF yy, c Ss•C pR`0` 0 278 04/03/2018 Maximum Reactions fibs) Lot R /U /Rw /Rh /RL /W A 51 /6 /36 /- /21 /- C 17 /2 /13 /- /- /15 B 32 /24 /20 /• /- /15 Wind reactions based on MWFRS A Min Brg Width Req = - C Min Big Width Req = - B Min Big Width Req = - Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING1 IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling9 shinpin installing and brawn Refer to and follow the latest edition of BCSI (Building I Safety Information, by TPI and SECA) fb) safety racbces prior to performing these functions. Installers shall provide temporary r SCSI., Unless noted olherwise,top chord shall have property attached structural sheathin and bo t2m hord shall have a probe try qid ceilingg ocations shown for permanent lati;ral restraint bf webs shall have braacingg ins Ind per BC I sections 83, B7 or u 0 fle._ ApDTY D ateS to each face of truss and poSitidn as shown above and on the JOmt Details, unless noted otherwise Refer to Aluine, a division of ITW B itddlnQC omponents GroV Inc. shall not be resuonsible for any deviation from this dr0wing a failure to build theIrussincgnformancewith N 11lfPl 1, or for handnncL shiupinq, installation and bracinsl of trussesA seal on this draw X or cover page listing this drawin indicates acceptance of proTessionar en sneering responsibility sole) for the desi n shown. The suitability and use of this rawing for any structure Is [he responsibilit of the Building DesigiSer pe ANSIffPI 1 S c.2. A IPLNE mmvo7wwn' 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number. N363098B De01CSl Criteria PP Deflection in loc Uden U# VERT(I-Q. 0 178 O 844 360 Maximum Reactions fibs) Loc R / U / Rw / Rh / RL /W Py. 2 SEON. 42744 / T70 / FLAT Cusl. RR8975 JRef 1 W9T89750063 FLORIDA TEEN BUILDERS HORZ(LL): 0.013 G - L 4469 /- /- /- /. /3.0 Oly: 1I FROM RDGI V Min Brg Width Req = 1 5 R Min Brg Width Req = - DrwNo. 093 18.1052.06317ITrussLabel: FG1 Max TC CSI' 0 773 L Min Brg Width Req = 1 9 TPI Std: 2014 Max BC CSI: 0.904 Bearings V, R, & L are a rigid surface. KM / WHK 04/03/2018 Max Web CSI' 0 608 2 Complete Trusses Required 2'3"15 20'10"1 110154414+ H 66„5 + g612+ 10'4"5+ 12'1"14 14'5"14 16'61+ 18'6"1+ 20'51 5 5 20"15 21"7 2'07 1'9"9 1'9"9 2'4"l 2'0"2 2' 1'11" 4X10 5X10 -4X8 T1 = 6X12 =8X8 =4X10 =4X12 =6X6 = 6X6 = 5X10 A B C D E F G H I T3 J K VF11 U T S RM O P B2 0 N M 1114X6 =4X8 =8X10 =8X14(--) =4X6 1112X4 m8X8 III 31'15 7,11"9 Loading Criteria (psi) TCLL: 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 500 Des Ld: 55.00 NCBCLL: 0 00 Soffit: 200 Load Duration 1 00 Spacing 24.0 " 12'6"9 2'0"7 2'07 1'11"15 1'11"15 27"9 27-9 1'11"1 2'0"2 2'0"8 2'3"8 2'07 4'0"14 6'0"13 8712 10'4"5 12'6"14 14'5"14 1661 18'6"9 20'10"1 Wind Criteria Wind Sid: NA Speed: NA mph Enclosure. NA Category: NA EXP. NA Mean Height: NA tt TCDL NA psi BCDL NA psi MWFRS Parallel Dist NA C&C Dist a: NA it Loc. from endwall: NA I. NA GCpi NA Wind Duration: NA Lumber Value Set. 13B (Effective 6/1/2013) Top chord 2x6 SP SS :T1 2x6 SP 2400f-2.OE, 13 20 SP 2400f-2 OE Bol chord 2x6 SP SS 'B2 2x6 SP 2400f-2.OE Webs 2x4 SP #3.W6, W7, W8, W12, W20 2x4 SP #2 N: W9 2x6 SP #2 N' W10, W19 2x4 SP 2400(-2.0E: Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Nailnote Nail Schedule:0.128"x3" nails Top Chord: 1 Row (d3 2.75" o.c. Bot Chord' 1 Row (x312 00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Plating Notes All plates are 4X4 except as noted. 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Loading Girder supports. 30-0-0 span to TC one face and 2-0.0 span to TC/BC split opposite face. Purlins The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct NA CAT: NA Pi: NA Ce: NA De01CSl Criteria PP Deflection in loc Uden U# VERT(I-Q. 0 178 O 844 360 Maximum Reactions fibs) Loc R / U / Rw / Rh / RL /W V 2251 145 / - /0 / - /5.7 Lu' NA Cs. NA VERT(TL). 0 312 O 614 240 R 11451/- / - / 1 / - 14.0 Snow Duration NA HORZ(LL): 0.013 G - L 4469 /- /- /- /. /3.0 5495 HORZ(TL): 0.018 G Creep Factor: 2 0 V Min Brg Width Req = 1 5 R Min Brg Width Req = - Code I Misc Criteria Bldg Code: FBC 6th.ed 201 Max TC CSI' 0 773 L Min Brg Width Req = 1 9 TPI Std: 2014 Max BC CSI: 0.904 Bearings V, R, & L are a rigid surface. Re Factors Used Yes Max Web CSI' 0 608p FT/RT:20(0)/10(0) Plate Type(s): WAVE VIEW Ver. 17.02.01A.1115.21 Bearing Block(s) Brg blocks 0 128"x3" nails brg x-loc #blocks length/blk #nails/blk wall plate 2 8 124' 1 14" 18 Rigid Surface Brg block to be same size and species as chord. Refer to drawing CNNAILSP1014 for more information Additional Notes Truss must be installed as shown with top chord up Sg Om00 JY` 0 % PATE Of .•' Q Q. 0 278 NAI 04/03/2018 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens Comp A - B 67 -542 G - H 0 -3335 C - D 1883 92 H - 1 0 -4553 D- E 5495 0 1-1 0 -4542 E - F 520 22 J - K 0 -4550 F - G 520 22 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp U -T 760 -81 P-0 5186 0 S- R 66 -2221 O- N 5186 0 R-0 0- 8001 N- M 4542 0 O - P 3041 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-V 20 -716 F-0 0 -689 A- U 597 -74 O- G 0- 3980 U -B 49 -748 G -P 1010 0 B - T 47 -621 P - H 0 -2069 C -S, 0 -2282 H -N 72 -714 S -D 1161 0 I -N 0 -545 D -R 0-3780 J -M 0 -1163 R- E 0 -3463 M- K 48900 E-0 3925 0 K- L 0- 2346 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fa ncatinqg, handling shi pin , installing.and bracing. , Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an r7 SBCA) rot sa ety ractices prior to performing these functions. Installers shall provide temporary bracin Der BGSI. Unless noted otherwise,top chord shall have property attached structural sheathing and bott2m chord shall have a pro e attach d raid celllnaQ. Locations shown for Dermanent lat6ral restraint bf webs shall have bracing inst811ed pr BCS( sections $3, B7 or 10Y as app (cable. Ap Ty lath6s to each face of truss and position as shown above and on the JoinrDetalls, unless noted otherwise Refer to ALPINEdrawings16OA-Z fgr sQandard plate positions Alppine, a division of ITW B1ritdd11ngg CCompon nts Grpup InC shall not be responslple for any deviation from this dr win ally failure to build the , 0,, truss In of rmance with AtJ5lrrPl 1, or (Or handllrf shipping, Installation and bracin t oftrussesA eat on th dr wiil or cover page, , 2a0p lake Orange Drlngthisrawin indicates acceptance of pro essionar en ineerinq responsfbili(vy sotel r ti or the desl g n shovJn. The suifablllty Suite 150andirseothisjawingforanystructureistheresponsibilityoftheBuildingDesigrferpeANSIITPI158c.2. For more mlormatwn see iMs oD's eneral notes a e and (hese web sites ALPINE www at meiNv.com, TPI: www, msl.or :SBCA www sbundust wm; ICC: www.itual0 org Orlando FL. 32837 Job Number. N363098B Ply: 1 SEON 42745 / T26 / SY42 Cust R R8975 JRef 1 W9T89750063 FLORIDA TEEN BUILDERS Oly 5 FROM PFH DrwNo 093.18 1052 08033 Truss Label: FT2 KM / DF 04/03/2018 24'4"8 8 6'10"8 + 8'8"8+ 21'10" 24'3" 29'10"8 6'10"8 1'10" 13'1"8 25 5'6' 2,6" — i' 4_8, i i - 2,6„12 TYP) 2'6"12 1'4"8 2'6"12 --;-- 2'6"12 --}-- 2'6"12 2'6'12 -- 4X6 W=3X4 3X6 015X3 =3X3=3X411115X3 1111.5X3m3X6 -4X6 =3X4 11115X3 3X4 =3X3 all 5X3 A B C D E F G H IJ K L M N O T su1 FO ULAIAH AG AF AE AD AC AB AA Z I ly X W V U T S R O 15X3=3X31111.5X3=3X3 Es3X4 1113X4 1112X4-3X411I1.5X3=3X3 1112X4 123X3 =15X3 1112X4 1111 5X3 1112X4 W=3X4 15'3"4 14'7"4 29'10"8 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 40.00 Wind Std NA Pg. NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Loc R /U / Rw / Rh / RL / W At 799 /- /- I- /- /7.3TCDL: 10.00 Speed. NA mph Pf NA Ce NA VERT(LL): 0.129 D 999 360 BCLL. 0.00 Enclosure NA Lu NA Cs NA VERT(TL). 0.254 D 974 240 Y 1811 / - / - / - / - /8.0 BCDL. 5.00 Category NA Snow Duration NA HORZ(LL) 0.027 B - 0 735 / - / - / - / - /7.3 Des Ld: 55.00 EXP. NA HORZ L 0.041 BT) At Min Br Width R 1.59 Code / Misc CriteriaNCBCLL10.00 Mean Height. NA tt9 Creep Factor: 2 0P Y Min Brg Width Req = 1 5 Soffit: 2.00 TCDL. NA psf BCDL: NA psf Bldg Code: FBC 6th ed 201 Max TC CSI 0 735 0 Min Br Width R 1 5t, _ Load Duration: 1.00 MWFRS Parallel Dist NA TPI Std 2014 Max BC CSI: 0863 Bearings At, Y, & 0 are a rigid surface Bearings At, Y, & 0 require a seat plate Spacing 24 0 " C&C Dist a' NAR Rep Factors Used Yes Max Web CSI: 0.470 Loc from endwall NA FT/RT 12(0)/10(0) Members not listed have forces less than 375# 1 NA GCpi NA Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: NA WAVE VIEW Ver. 17 02.02A.1213.21 Chords Tens Comp. Chords Tens. Comp Lumber A- B 0- 538 H-1 574 0 Value Set: 13B (Effective 6/1/2013) B - C 0 -1353 I - J 21 -885 Top chord 4x2 SP #2 N C - D 0 •1719 J - K 21 -885 Bot chord 02 SP #1 '02 02 SP #2 N' D - E 0 -1724 K - L 0 -1430 Webs 4x2 SP#3 E -F 0 •1716 L-M 0 -1439 Lumber value set 130" uses design values F • G 113 -1143 M - N 0 -1201 approved 1/30/2013 by ALSC G - H 497 •188 N-0 0 -485 Plating Notes Maximum Bot Chord Forces Per Ply (Ibs) All plates are 04 except as noted. Chords Tens Comp. Chords Tens. Comp Additional Notes AH-AG 1064 0 Z - Y 0 -1122 2x6 #3 HEM-FIR or better continuous strongback. AG-AF 1639 0 Y - X 0 -1122 Attach to each truss where shown with 3-10d Box or AF-AE 1639 0 X - W 525 •164 Gun nails (0.128"x3',min.). Strongback material to AE-AD 1724 0 W • V 1233 0 be supplied by erection contractor t11M14R1144 AD-AC 1496 0 V - U 1233 0 Truss must be installed as shown with top chord up w l s F ` AC-AB 1496 0 U - T 1439 0 AB-AA 776 •275 T - S 1438 0v • • • OO •!•'• S / AA- Z 776 •275 S - R 957 0 Maximum Web Forces Per Ply (Ibs) vet • 0. 8 ; Webs Tens Comp. Webs Tens. Comp A -AI 0 •780 H- Y 0- 1693 A 857 0 H X 929 0 i ATE ;' Q AH - AH- B 0 •835 X- I 0 -960 B -AG 460 0 1- W 624 0 F P••• Q •.•• AG- C 0 •441 W• K 0 -582 AD- F 683 0 K - U 543 0OR`O••• e j•••.. ` F -AB 0 -635 S - N 388 0 t7 ` 0278 i ry s ONA1 AB- G 686 0 N- R 0 •750 Itr ry G-Z 0-1022 R-O 773 0 µttllU 04/03/2018 Z - H 987 0 0-0 0 -717 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating h ndlin99 shi fety Information, TPI pin installing and bracing. Refer to and follow the latest ed/tionradicesfunctionsInstallers of BCSI (Building tempora% Component S by an S CA) fbr sa!ety prior to performing these shall provide bracin Der O SI. Unless noted otherwise,top chord shall have proDerN attached structural sheathing and bottom Nord shall have a prole attach d n99id ceiling Locations shown for permanent lateral restraint bf webs shall hav, braGna mslalled p r BC 1 sections $3, B7 or B10y as app icarne. Apply Clates to each face. otruss and position as shown above and on tie JoinfDetalls, un ess noted otherwise. Refer to drawings 160A-Z for standard plate positions ALPINE anyAlpine,a division of ITW 0Uit 11n CCom on ntS Gr up In shall not be respponsible for an deviation from this dr wing any failure to build the mrrcorthisdrawnXgtrussinconformancewithAf51P11orhandlir>P s ippinq, lnstallatldn and bracing seal on or cover page . , 2400 Lake Orange Dr. listing this drawing,indicates acceptance of pro essionarr en ineed responsibilrtt sole )y for the des/ n shown. The sui bility Suite 150andfiseofthisawingforanystructureismeresponsibilit9loftheBuildingDesigrSerperANSlfrPI1Sc.T. For more information see thisjob's general notes page and these web sites ALPINE www al ineaw com, TPI www t insi org, SBCA: www.sbcindus eom ICC' www iccsafe oro Orlando FL, 32837 Job Number: N363098B Py. 1 SEON• 42746 / T25 / SY42 Cusr RR8975 JRef, 1W9T8975D063 FLORIDA TEEN BUILDERS Oly. 1 FROM PFH DnwNo: 093.18.1052.07986 Truss Label: FTGE2 KM / OF 04/03/2018 2'11 "S 1'2"8 1'9" 281"8 29110"8 25.2.. 26'6" 13" F— 2'10'12 TYP 3X4 3X4 a 5X3t W=3X4 1111 5X3 a 1 5X3 A B C D E F G H I J K L M N 0 PO R S T U V W X T srt 2atAWATASARAOAPAOANAMPKAJAHAGAFAEADACABAABA 5X3 a33 7AU 1111.5X3 1111.5X3 111 5X3 N1 5X3 111 5X3 1015X3 011.5X3 3X3 a1.5X3 Ill 5X3 1015X3 1015X3 11111 5X N1.SX 111.5X3 111.5X3 101.5 mW -3X4 101.5X3 29'70"8 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,PI in PSF) Defl/CSI Criteria Maximum Reactions (Ibs), or'=PLF TCLL: 40.00 Wind Std. ASCE 7-10 Pg: NA Ct: NA CAT NA PP Deflection in loc Udell U# Loc R /U / Rw / Rh / RL /W TCDL: 10.00 Speed: 150 mph Pf: NA Ce' NA VERT(LL): 0.003 B 999 360 AW448 / 32 /32 / - / - /187 BCLL 0.00 Enclosure: Closed Lu NA Cs NA VERT(TL): 0.011 B 999 240 Rik Category:II BA'442 / 31 /31 / - I - /171 BCDL Soo sSnow Duration' NA HORZ(LL): -0.000 Z - Wind reactions based on MWFRS Des Ld: 55.00 EXP' C HORZ(fL)' 0.001 Z - - AW Min Brg Width Req = - NCBCLL. 1000 Mean Height: 15.00 It Code / Misc Criteria Creep Factor: 2.0 BA Min Brg Width Req = - TCDL: 4.2 psi Bearings AW 8 AK are a rigid surface. Soffit: 2.00 BCDL. 3 0 psi Bldg Code' FBC 6th.ed 201 Max TC CSI: 0.570 g Bearings AW 8 AK require a seat plate Load Duration 1 00 MWFRS Parallel Dist 0 to h/2 TPI Std 2014 Max BC CSI: 0.026 Spacing: 24.0 " C&C Dist a. 3 00 ft Rep Factors Used: Yes Max Web CSI: 0.149 Loc. from endwall: Any FT/RT:20(0)/10(0) Members not listed have forces less than 375# Maximum Web Forces Per Ply (lbs) GCpi: 0.18 Plate Type(s): Webs Tens Comp. Webs Tens. Comp. Wind Duration. 1 00 WAVE VIEW Ver: 17.02.02A.1213.21 Lumber AV- B 67 -638 W -AA 63 -596 Value Set: 13B (Effective 6/1/2013) Maximum Gable Forces Per Ply (Ibs) Top chord 4x2 SP #2 N Gables Tens.Comp. Gables Tens. Comp. Bol Chord 4x2 SP #2 N Webs 4x2 SP #3 C -AU 62 -584 M -AJ 62 -585 Lumber value set "13131" uses design values D -AT 62 -583 N -AI 62 -585 approved 1/30/2013 by ALSC E -AS 62 -586 0 -AH 62 -585 F -AR 62 -585 Q -AG 62 -585 Special Loads G -AQ 62 -585 R -AF 62 -585 Lumber Dur.Fac.=1.00 / Plate Dur Fac =1.00) H -AP 62 -585 S -AE 62 -586 TC: From 439 plf at 0.00 to 439 plf at 29.63 1 -AN 62 •585 T -AD 62 •584 BC: From 10 plf at 0.00 to 10 plf at 29.63 J -AM 62 •585 U -AC 63 •592 K -AL 62 -585 V •AB 57 •540 Plating Notes L -AK 62 •585 All plates are 2X4 except as noted. Wind 4 4 Wind loads based on MWFRS with additional C&C ••• • .•• member design OO..! ,• Additional Notes J ' See ANSI/TPI 1 Sect 7 for additional bracing e requirements. Bracing material to be supplied by ; 0. 648 • erection contractor. _ Truss must be installed as shown with top chord up. * • g ATE o NAS 00 04/03/2(1 s WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatin hh ndlin shippin in%alling,and bracing. , Refer to and follow the latest editi n of SCSI (Building Component Safety Information, by TPI an S CA) f) safety ractices prior to performing these functions. Installers shal provide terhpora% bracin er BCSI.. Unless noted olherwise,top chord shall have pro eriv attached structural shgathing and bottom hord shall hav a properly attach rqid ceilin Locations shown for Dermanent lat6ral restr int bbf w bs shall have brapn9 insltalled per BCI sections B3, 7 or B70, as app ica e. Appy Opratees to each face, of truss and position as shown a ve and on the Join Details, unless noted otherwise. Refer to ALPINEdrawings160A -Z for stanuard plate positions Alpine, a division of ITW Buildi1ngg CComponpntg Group Inc. shall not be responsible for any deviation from this drawin an r failure to build the y„wpptrussincgnIrmancewithANVhFl1, or or andli sL shippinq, installation and bracing of trussesA peal on this dr wi g or over pa 2400 Lake Orange DrlistingthisdrawingindicatesacceptanceOfprofe1Cnafenineerinqrespons7biliNsoleorthedes/ n shown. We suitability and use o this drawing for any structure Is the responsibilit of the Building Desigrfer pe ANSI/TPI 1 S$c.2. Suite 150 For more information see this ob's general notes page and these web sites: ALPINE www al 'neitw com, TPI: www 1pnst org, SBCA: _www sbandustrrwmICC_ www ices ap Orlando FL. 32837 Job Number: N363098B Deft/CSI Criteria Ply. 1 R-0 SEON: 42747 / T17 / SY42 Cusl RR8975 JRef: 1W9T89750063 FLORIDA TEEN BUILDERS W Oty. 9 VERT(LL): 0.233 R 939 360 FROM. PFH DIwNo, 093.18 1052 07923 Truss Label, FTI VERT(TL): 0.506 F 602 240 J 1013 / - / - ! - / • 30 Snow Duration. NA KD ! OF 04/03/2018 X Min Brg Width Req = 1.5 2925 0 HORZ(fL): 0 062 B J Min Brg Width Req = 1.5 0 Code / Misc Criteria Creep Factor: 2.0 10'6"10 18'81,10 Bldg Code. FBC 6th.ed 20V 811„8 2'5"2 87' f-- 2'6" -j-- 2'6"12 --1 2'6"12--1 2'6"12 --1 2'6"12 --1 FS i NP) Max Web CSI: 0.605 Members not listed have forces less than 375# 4X6 = 3X3 1.5X3 =4X4 =W=3X4 =4X4 1114X6 A B C D E F G HI JK MEN Deft/CSI Criteria Maximum Reactions (Ibs) R-0 Pg: NA Cl: NA CAT, NA I jr W Pf: NA Ce NA VERT(LL): 0.233 R 939 360 i_t,.,... 7.3 Lu: NA Cs: NA VERT(TL): 0.506 F 602 240 J 1013 / - / - ! - / • 30 Snow Duration. NA HORZ(LL): 0.039 M - X Min Brg Width Req = 1.5 2925 1. 5X3IX = 06 1112X4 V U T S R OP O N M L 4X4 1111.5X3 1111.5X3 11115X3 11115X3 =4X4 =4X6 1111.5X3 W=3X6 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL 0.00 Enclosure NA BCDL' 5.00 Category: NA DesL47 55.00 EXP: Mean Height NA H NCBCLL 10.00 TCDL NA psf Soffit: 2.00 BCDL NA psf Load Duration: 1.00 MWFRS Parallel Dist. NA Spacing: 24.0 " C&C Dist a NA R Loc. from endwall. NA I NA GCpi NA Wind Duration NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 02 SP #2 N :T2 02 SP #1: Bot chord 4x2 SP #1 :B2 4x2 SP #2 N: Webs 4x2 SP #3 Lumber value set "I 3B" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 3X4 except as noted. Additional Notes 2x6 #3 HEM -FIR or better continuous strongback Attach to each truss where shown with 3-1Od Box or Gun nails (0 128"x3",min.). Strongback material to be supplied by erection contractor Truss must be installed as shown with top chord up. 18'8"10 T A Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria Maximum Reactions (Ibs) R-0 Pg: NA Cl: NA CAT, NA PP Deflection in loc Udeg U# Loc R /U / Rw / Rh / RL W Pf: NA Ce NA VERT(LL): 0.233 R 939 360 X 1030 / - / • ! - / • 7.3 Lu: NA Cs: NA VERT(TL): 0.506 F 602 240 J 1013 / - / - ! - / • 30 Snow Duration. NA HORZ(LL): 0.039 M - X Min Brg Width Req = 1.5 2925 0 HORZ(fL): 0 062 B J Min Brg Width Req = 1.5 0 Code / Misc Criteria Creep Factor: 2.0 Bearings X & J are a rigid surface N- M Bldg Code. FBC 6th.ed 20V Max TC CSI 0.874 Bearing X requires a seat plate. 0 -618 TPI Std: 2014 Max BC CSI: 0.997 Rep Factors Used: Yes Max Web CSI: 0.605 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) FT/RT:12(0)/10(0) Chords Tens Comp Chords Tens. Comp. Plate Type(s): WAVE VIEW Ver 17 02 02A.1213 21 A - B 0 -723 F - G 0 •2720 B -C 0-1916 G -H 0 -2037 C- D 0 •2669 H- 1 0 -786 D- E 0 •2669 I- J 0 -850 E - F 0 -2927 t*: J * * ATE y tic` •.,,•OR ,..•' 0 278'SS/ANAL 04/03/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp W- V 1435 0 R-0 2927 0 V- U 2398 0 Q- P 2474 0 U- T 2398 0 P-0 2474 0 T- S 2925 0 O- N 2474 0 S- R 2927 0 N- M 1600 0 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens Comp A -X 0-1008 F-0 11 564 A -W 1151 0 O -G 447 0 W -B 0 -1131 G -N 0 675 B• V 763 0 N- H 694 0 V -C 0 -744 H -M 0 1190 C -T 471 0 M -J 1270 0 T -E 0 -618 IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 7uire extreme care in fabricating, handling, shi ping installing.and bracing.. Refer to and follow the latest edition of SCSI (BuildingtSafetyInformation, byY TPI an SBCA) safPety practices prior to performing these functions. Installers shall provide temporary SCSI. Unless noted otherwise,top chord shall e ave property attached structural sheathing and bpott%%g or shall haveB7 oroger"IViidceilinLocationsshownforermanentlatWalrestraintfwebsshallhaybrcininstolledsrBBccIsBe. Appy pplatees to each face_ ofptruss and position as shown above and on the Joint9Details, unless notes otherwise kefer to 6OA-Z for standard plate positions. vision of ITW B itddln ompon nt Grou InS.. shall not be responsible for any deviation from this drowin9 an failure to build theiformancewithIeNsl 11, or for iandlir g shippmp, inslpllation and bracing 9 trussesA eal on thl rfrBwinp or cover pagedrawing, indicates acceptance_ 91 professional engineering responsibhity solely or the des gn shown. The suitability and these web sites: ALPINE. www aipmenw.com: TPI ALPINE 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 Job Number: N3630988 Ply: 1 SEON. 42748 / T9 / SY42 Cusl: R R8975 JRef: 1 W9T89750063 FLORIDA TEEN BUILDERS Oly. 1 FROM HMT DrwNo. 093.18.1052 05817 Truss Label: FT1A I I I KM / WHK 04/03/2018 T I 1 IT 6.1.18 9'8"8 1815"9 8'1"8 1'7" 8'9"1 f 1` 2.6. 2'6"12 —+— 2.6.12 1'4"8 — 2,6„12 _+_ 2,6^72 TYP) a4X6 1.5X3 =4X4 III 15X3 =3X6 a5X8 1112X4 A B C D E F G H I J I` IX W V U T S R 0 PO N MLjj K 1 _.5X3 —4X6 =4X4 11115X3 1111.5X3 11115X3 0-06 11106 1112X4 = W=3X6 1111.5X3 Loading Criteria (psr) Wind Criteria TCLL: 4000 Wind Std: NA TCDL 10.00 Speed: NA mph BCLL: 0.00 Enclosure NA BCDL. 5.00 Category: NA Des Ld: 55 00 EXP, Mean Height: NA ft NCBCLL 1000 TCDL: NA psi Soffit. 2.00 BCDL: NA psf Load Duration 1 00 MWFRS Parallel Dist NA Spacing. 24.0 " C&C Dist a: NA ft Loc. from endwall NA 1, NA GCpI: NA Wind Duration. NA Lumber Value Set 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Bot chord 4x2 SP #1 •B2 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set "I 3B” uses design values approved 1/30/2013 by ALSC Special Loads Lumber Dur.Fac.=0.90 / Plate Dur.Fac =0 90) TC: From 100 pll at 0.00 to 100 pit at 1834 BC, From 10 pit at 0 00 to 10 pit at 1834 TC: 1550 Ib Conc. Load at 16 15 TC- 328 Ib Conc. Load at 17.03 TC: 247 Ib Conc. Load at 18.34 Plating Notes All plates are 3X4 except as noted. Additional Notes 2x6 #3 HEM -FIR or better continuous strongback. Attach to each truss where shown with 3-10d Box or Gun nails (0.128" x3",min.) Strongback material to be supplied by erection contractor. Truss must be installed as shown with top chord up. 17'2"15 1'2"10i 18'5"9 -i Snow Criteria ft,Pr in PSF) Defl/CSI Criteria Maximum Reactions (lbs) 0- 676 Pg. NA Ct: NA CAT, NA PP Deflection in loc Udell U# Loc R /U / Rw / Rh / RL W Pf NA Ce: NA VERT(LL): 0 147 S 999 360 X 976 / - / - / - I - 7.3 Lu NA Cs: NA VERT(TL): 0 382 D 877 240 L 3174 / - / - / - / - 5.7 Snow Duration. NA HORZ(LL)- 0 027 B - - X Min Erg Width Req = 1.5 R - F HORZ(TL): 0 045 L L Min Erg Width Req = 1.5 Code / Misc Criteria Creep Factor: 2.0 Bearings X 8 L are a rigid surface. Bldg Code: FBC 6th.ed 201 Max TC CSI 0.744 Bearing X requires a seat plate. TPI Std: 2014 Max BC CSI: 0.963 Rep Factors Used Yes Max Web CSI: 0 627 Members not listed have forces less than 375# Maximum Top Chord Forces Per Pty (Ibs) FT/RT:12(0)/10(0) Chords Tens Comp Chords Tens. Comp. Plate Type(s). WAVE VIEW Ver. 17.02 01A.1115.21 A - B 0 -679 E - F 0 -2628 B -C 0-1787 F -G 0 -2199 C -D 0-2444 G -H 0 -1359 D - E 0 -2633 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. W- V 1347 0 O- P 2502 0 V- U 2225 0 P-0 2502 0 U- T 2225 0 O- N 1894 0 T -S 2633 0 N -M 751 0 S - IR 2633 0 M- L 751 0 R - O 2502 0 11111win" Utw Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. Webs Tens. Comp 4 A- X 0- 955 F-0 0 -477 OV •.e•• ' •S••• I/L A - W 1082 0 O - G 494 0 W -B 0 -1061 G -N 0 -857 r O• V • B- V 697 0 N- H 946 0 V- C 0- 676 H- L 0- 2428 e o. 648 0 C -T 398 0 L -I 0 781 T - D 54 -486 I - K 396 0 R - F 539 -156 o9 YrATE OF ,'Q c•'•.FC OR\p.•.+ 0 278 ,ONA 04/03/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT– FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shiupin installing,and bracin Refer to and follow the latest edition of BCSI (Building Componen[ Safety Information, by TPI an SBCA) ri5r safety radices prior to performing these functions. Installers shall provide tempora ry bracing erOBCSI in noted olherwlse,t p chord shall have property attached structural aheaOlhing6and po ttQrr or coons B3rB7 oroBinOY, attachPa nlgld ceilln . Locations shown for permanent lat#ral restraint bf webs shall hav, brJ tint insl Iled r BcasappIcae. Appy Glates to each face o truss and position as shown above and on lite om Details, un ess noteotherwlse. Refer to ALPINEdrawings160A -Z for standard plate positions. Alpine, a division of ITW BUtritddl1ng Compon nts Group InC., shall npt be responslple for any ddeviation from this dr0win anY failure to build the y,,,w, trTs's In conformance with AN 101 1, or or handllrscL shipping, Installation and bracing 9 1 russesA eal on this dr, wing or cover paggee 2400 Lake Orange Drlistingthisdrawinindicatesacceptanceofnrolessiona! en ineerin9 responsibilit y/ sole lyv llor the des/ n shown. The suiatility Suite 150and ise of thisdrawing, for any structure is the responsibilit? of the Building Desiglfer peNNSI/TPI 1 S$c.2. For more information see this bb's general notes page and these web sites ALPINE www al medw.com: TPI: www.t cost org. SBCA www sbeindustry.com. ICC: www iccsafe org Orlando FL, 32837 Job Number: N363098B Ply: 1 SEON 427491 T71 / SY42 Cusl: R R8975 JRef 1 W9T89750063 FLORIDA TEEN BUILDERS Oly' 1 FROM RDG DrwNo' 093 18 1052.06176 Truss Label: FTlG I I KM / WHK 04/03/2018 8'1"8 4"8 )-- 2'6" ---- 2,6.,12 --{ — 2.6,.12 --{ TYP) 6X6 1.5X3 =5X5 =5X5 1113XB A B C D IZY X W v 1.5X3 =6X6 =5X5 III W=3X4 10'7"8 14'9" 18'81,10 2'6" 4'1"B 3'11"10 18'8"10 f-- 2,6"12 --1 11"1 F- .2i 1113X4 =_W=3X4=4=W=3X4 =6X6 1116X8 E F G H I J KL W2 T n S RO1 W=3X6 P O N M 1113X4 = 6X8 =8X8 18'8"14 --1 Loading Criteria (ps0 Wind Criteria Snow Criteria (Pg,Pf to PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 4000 Wind Std, NA Pg. NA Cl, NA CAT: NA PP Deflection in loc Uden U# Loc R / U / Rw / Rh / RL /W Z 1176 / • I - / - / - /7.3TCDL1000Speed. NA mph Fit: NA Ce: NA VERT(LL): 0 267 E 818 360 BCLL: 0.00 Enclosure: NA Lu. NA Cs NA VERT(R): 0.512 E 578 240 K 1563 / • / - / - / - /3.0 BCDL: 5.00 Category NA Snow Duration: NA HORZ(LL): 0 028 N - - Z Min Brg Width Req = 1 5 Des 55.00 EXP: NA HORZ(TL): 0.039 N K Min Br Width Req = 1 5g Code I Misc CriteriaNCBCLL: 10.00CL Mean Height: NA hg CreepFactor: 2.0 Bearings Z 8 K are a rigid surface Soffit: 2.00 TCDL: NA psi BCDL: NA psf Bldg Code FBC 6th.ed 201 Max TC CSI 0.885 Bearing Z requires a seat plate Load Duration: 1 00 MWFRS Parallel Dist' NA TPI Std: 2014 Max BC CSI: 0.973 not listed have less than 5# Spacing. 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.687 MaximMembum Top Chord Forcess PerPIP y (lbs) Loc from endwall. NA FT/RT:12(0)/10(0) Chords Tens.Comp. Chords Tens Comp. I' NA GCpi NA Plate Type(s): VIEW Ver: 17.02.01A.1115.21 A • B 0 -915 F - G 0 •4138WindDuration. NA WAVE Lumber B- C 0- 2464 G- H 0- 3575 C- D 0- 3571 H-1 0- 3575 Value Set. 13B (Effective 6/1/2013) D - E 0 -4107 I • J 0 -3575 Top chord 4x2 SP #1 E - F 0 •4138 J - K 0 -1482 Bot chord 4x2 SP #2 N,132, B3 4x2 SP #1. Webs 4x2 SP #3:W21 4x2 SP #2 N• Maximum Bot Chord Forces Per Ply (Ibs) Lumber value set "1313" uses design values Chords Tens.Comp Chords Tens. Comp. approved 1/30/2013 by ALSC Y•X 1816 0 S -R 4115 0 Special Loads X- W 3116 0 R- O 4115 0 Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1 00) W - V 3116 0 O - P 4022 0 TC: From 100 plf at 0 00 to 100 plf at 18.61 V - U 3116 0 P-0 4022 0 BC: From 10 plf at 0.00 to 10 plf at 18.30 U - T 4097 0 O - N 2849 0 TC' 695 Ib Conc. Load at 14 63 T • S 4107 0 Plating Notes uWlgjf Maximum Web Forces Per Ply (Ibs) All plates are 3X6 except as noted • AS FI •'4 4 Webs Tens.Comp Webs Tens. Comp. Additional Notes •• 1•.r•`• • •••C•• i A - Z 0 -1132 E-0 387 -486 2x6 #3 HEM -FIR or better continuous strongback O e• \ SF •• A - Y 1352 0 O - G 413 -38 Attach to each truss where shown with 3-10d Box or , v • Y - B 0 -1361 G-0 0 -628 Gun nails (0.128" x3",min ) Strongback material to i • B - X 980 0 1.0 26 - 527 be supplied by erection contractor : 0, 648 X - C 0 -959 0-1 1217 0 Truss must be installed as shown with top chord up * ; C - U 728 0 J - N 0 -2066 U -D 0-1015 N -K 2163 0 ATE D - T 403 -107 FC 0R\'9#* 0 278rS 0 At ywpruiwt01110 04/03/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fa ricatin , hhandlin9 shippin installing,and bracin Refer to and follow the latest edition of BCSI ((Budding Component S fety Information, byY TPI anH SBCA) r$r safety iactices prior to performing these functions Installers shall provide terhporary bracin999 ppper BSI., Unless noted o8terwise,top chord shall have property attached structural sheathin and bottom chord shall have a pro erlly attach8a rigid cellln . l ocations shown for Dermanent lateral restraint 8f wgbs shall ham bracing insUled pfr BCSI sections $3, B7 or 10, as app ica e. App10y Dlates to each face, of truss and position as shown a ove and on tPf1e Joins Details, un ess noted otherwise. Reser to ALPINEdrawings160A -Z for standard plate positions Alpine, a division of ITW B itd1'nqC ompon nlg Grppupp In shall not be responsiple for any deviation from this dr win ally /allure to build the .„mtrussmconformancewithXMRr$Pl 1, or or handliriq shipping, installation and bracing of trussesA real on th s dr wrrf9 or Cover pagqe , , 2400 Lake Orange Dr listing this drawing, indicates acceptance 9f Pro4essponaq en ineerinq responsibility sole) ti or the des ig9n shown. The suitability Suite 150and ise of this rawing for any structure is the responsibility of the Building Designer pe ANSI/TPI 1 Sec.2. For more information see this IoVs general notes page and these web sites ALPINE www.at ineitw.com: TPI: www, cost org; SBCA www sbtmdus com; ICC' www iccsafe org Orlando FL, 32837 Job Number: N363098B Ply' 1 SEON. 42750 / T8 / SY42 Cusl' R R8975 JRef 1 W9T89750063 FLORIDA TEEN BUILDERS Oly' 1 FROM. PFH DrwNo' 093 18 1052 05896 Truss Label: FT1GE KM / WHK 04/03/2018 2tt 12 t• 6'0.10 + 16'5"2 j6;8'10 5'0.14 10'4'8 38 13"12 j.8 6'5'14 -} — 2'8 76•12 —'{'_ 2'7.4 —'F— 25-8 TVP) 1-2'11--i tv TVP) M. -3X4 a 3X4 03X4 0X6 =3X6 04X6 =6X8 A B C O E G H I J K LM T 7 o S R O P O N Z Y X W v T a4X6 04X6 03X4 =6X6 112X4 =3X4 r- 4 9' 91'8 Loading Criteria (psr) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs), or'=PLF TCLL: 40.00 Wind Std. NA Pg NA Ct NA CAT. NA PP Deflection in loc Udell U# Loc R /U / Rw / Rh / RL /W Z 62 / • / - / - / - /73TCDL1000SpeedNAmphFit: NA Ce: NA VERT(LL)' 0.048 P 999 360 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL) 0.191 P 920 240 Z• 510 / - l - I - I - /108 BCDL: 5.00 Category: NA Snow Duration NA HORZ(LL). 0.007 O L 1335 / - I - I - l - /3.0 Des Ld: 55.00 EXP. NA HORZ L 0.017 O Z Min B Width R 1.5 Code I Misc CriteriaNC13CLL: 10 00 Mean Height. NA ffg CreepFactor: 2.0 Z Min Brg Width Req = _ Soffit: 2.00 TCDL NA sfP BCDL: NA sfP Bldg Code. FBC 6th.ed 201 Max TC CSI: 0.836 L Min Brg Width Req = 1.5 Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI 0.724 Bearings Z, Z. ir L are a rigid surface. Bearing Z requires a seat plate. Spacing: 24.0 " C&C Dist a NA it Rep Factors Used: No Max Web CSI: 0.779 Loc. from endwall: NA FT/RT 20(0)/10(0) Members not listed have forces less than 375# I: NA GCpi NA Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: NA WAVE VIEW Ver 17.02.01A 1115.21 Chords Tens.Comp. Chords Tens Comp. Lumber G- H 745 0 J - K 0 -1997 Value Set: 13B (Effective 6/1/2013) H-1 745 0 K - L 0 -1097 Top Chord 4x2 SP 2400f•2.OE :Ti 4x2 SP #1: 1-1 0 -1241 Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Lumber value set "1313" uses design values Chords Tens.Comp. Chords Tens. Comp approved 1/30/2013 by ALSC S- R 570 0 O- P 1937 0 Special Loads R- O 1937 0 P-0 2034 0 Lumber Dur.Fac.=1 00 / Plate Dur.Fac.=1 00) TC: From 300 pit at 0 00 to 300 pit at 16.15 Maximum Web Forces Per Ply (Ibs) TC: From 100 pit at 16 15 to 100 pit at 1859 Webs Tens.Comp. Webs Tens. Comp. BC. From 10 pit at 0.00 to 10 pit at 1830 TC: 125 Ib Conc. Load at 0.04 A - Y 0 -412 I - R 1064 0 TC: 574 Ib Conc. Load at 16.15 tittlwlflrq y 4 Y - B 0 -434 R - J 0 -1074 Plating Notes C G- S 0 -763 K- O 0 -1521 A`•7 S- I 0- 2089 O- L 1636 0 All plates are 1.5X3 except as noted. `'•••• • ••..'r O•• Maximum Gable Forces Per Ply (Ibs) Additional Notes O S • Gables Tens.Comp. Gables Tens. Comp See ANSIfTPI 1 Sect 7 for additional bracing ; requirements Bracing material to be supplied by ; 648 : C • X 0 -409 E - V 0 -428 erection contractor. ; : D - W 0 •390 Truss must be installed as shown with top chord up. * * .• * ; o•; ATE 4 e .4 ORS •• `C' s 0 278 IONAlt,i" wtlnuw 04/03/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses reire extreme care in fabricating h ndlin9 shipping installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byY TPI and S CA) rbr salety practices prior to performing these functions. Installers shall provide terhporarryy bracin Der BGSI., Unless noted otherMse,top chord shall have pr el attached structural sheathing and bottom hord shall hav a pro erl attach o ngid ceilln 1 ovations shown for ermanent lateral restraint 6f webs shall hav bracinganslalled pfr BC I sections $3, 7 or 10y as app ica e. Appy, plates to each face, o truss and position as shown above and on tfie Joint etails, unless noted otherwise. Refer to' drawings 160A -Z for standard plate positions. ALPINE Alppin a division of ITW Buildl'n1CCom nentS GrpuD In .•shall not be re pponslble for an deviation from this dr win any failure to build thePotNssinnformancewithAN51lfPl1forhandllrsqshipping, InstallatOn and bracing of trussesA eal on th s dr wiil9 or over page , , 2400 Lake Orange Dr. listingg this drawing indicates acceptance of proTessiona! en Ineerinq responsibllily solely or the des/ n shown.he suiCabillty Suite 150andOseofthis /awing for any structure is the responsibilit of the wilding Oesig er pe ANSI/TPI 1 S$c.2. For more mlormahon see this' b's eneral notes a end wises weD lnles ALPINE• www.al inenw com; TPI www i 'net w , SBCA. www sbundus .wm• ICC www iccsal0 org Orlando FL, 32837 Job Number: N363098B Ply. 1 SEON. 42751 / T10 / SY42 Cust: RR8975 JRel: 1W9T89750063 FLORIDA TEEN BUILDERS Oly' 4 FROM. RDG DrwNo 093.18.1052.06831 Truss Label: FT3 I I KM / WHK 04/03/2018 6'10"8 + 8'5"121 15'2"12 1 6110"8 17"4 16'9" 4"8 -- 2'6" --{'— 2'6"12 —+ 1'4"8 1'4"8 -r-- 2'6"12 --{ n'P) 4X6 1.5X3 1111.5X3 III 1 5X3 =4X6 A B C D E F G H 1 5X3 =4XG4 P 1111. 5OK X3 N M 1111.5X3 =4X4 112X 1112X4 o•; ATE y.c ' • , ORS,.• 0 278 wnww 04/03/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatin h ndlingg shinpin installing and bracing.Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an S CA) & safety radices prior to perfoing these functions. Installers shall provide tempora bracin Der BGSI .Unless noted otherwise,top chord shall have property attached structural sheathing and bolt2m chord shall have a pro[e r y att;1 n9 id ceillna. Locations shown for Dermanent lateral resUatnt bf webs shall have braaun99 ins[Iled per BCSI section 83, 137 or 810, as applicable. Apply elates to each face of truss and position as shown above and on the Jom Details, unless noted otherwise. Refer to A LPI N Edrawings160A -Z for standard plate positions Alppin a division of ITW B rrII 11ng Com n ntS Grppupp In shall not be re nsiple for an deviation from this dr win% any failure to build themffwcINssnofprmancewithAVSUI'PI 1, (mor handlI shiDpin , installat%n and bracing of trussesA eat on this dr3wiltg or cover page, , 2a00 Lake Orange Dr y listing this tlrawin indicates acceptance f proTessiona en ineenng responsrbfliN solely or the desi n shovdn. The suitability Suite 150IndarseofithiscawingforanystructureseresponsibilityoftheBuildingDesignerpeANSI/TPI 1 Slc.2. Ovando FL, 32837Formoreinformationseethes "ob's neral notes page and these web sites: ALPINE: www at 'nemw corn: TPI www. enst.or : SBCA: www sbcindus .corn, ICC: www.iccsafe org 15'2"12 Loading Criteria (psn Wind Criteria Snow Criteria (Pg,Pr in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 40.00 Wind Std' NA Pg: NA Cl, NA CAT NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL W TCDL 1000 Speed. NA mph Pf: NA Ce: NA VERT(LL) 0 115 E 999 360 R 831 / - / • / • / - 7.2 BCLL- 000 Enclosure NA Lu NA Cs: NA VERT(TL) 0 221 E 999 240 1 831 /- / • / • I • 3.5 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0 023 J - R Min Brg Width Req = 1.5 EXP- NA Des Ld: 55.00 HORZ L 0.033 BT ) I Min Bi Width Re 1 5gq = NCBCLL: 1000 Mean Height: NAR Code I Misc Criteria Creep Factor: 2.0 Bearings R & I are a ngid surface. TCDL NA psi Soffit 2 00 Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.512 Bearing R requires a seat lategqp BCDL NA psi Load Duration: 1.00 MWFRS Parallel Dist NA TPI Std: 2014 Max BC CSI: 0.769 Members not listed have forces less than 375# Spacing,24.0 " C&C Dist a: NA tt Rep Factors Used: Yes Max Web CSI: 0.428 Maximum Top Chord Forces Per Ply (Ibs) Loc from endwall: NA FT/RT:12(0)/10(0) Chords Tens.Comp Chords Tens. Comp. I: NA GCpi: NA Plate Type(s): Wind Duration. NA WAVE I VIEW Ver: 17 02 01A 1115 21 A - B 0-%4 E - F 0 -1875 B- C 0 -1430 F- G 0 -1430 Lumber C -D 0-1875 G -H 0 -562 Value Set, 13B (Effective 6/1/2013) D - E 0 -1880 Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N Maximum Bot Chord Forces Per Ply (Ibs) Webs 4x2 SP #3 Chords Tens.Comp Chords Tens. Comp. Lumber value set "1313" uses design values approved 1/30/2013 by ALSC O - P 1116 0 M - L 1738 0 P-0 1738 0 L- K 1738 0 Plating Notes O- N 1738 0 K- J 1115 0 All plates are 3X4 except as noted. N - M 18W 0 Additional Notes Maximum Web Forces Per Ply (Ibs) 2x6 03 HEM -FIR or better continuous strongback. Webs Tens Comp. Webs Tens. Comp. Attach to each truss where shown with 3-10d Box or Gun nails (0.128"x3",min ) Strongback material to 111gIJlyirgr A - R 0 -812 M - F 425 -59 be supplied by erection contractor.-*% Truss must be installed as shown with top chord up 77 [+ A-0 B 899 6 F - K O - 13 0 -876 K - 0 475 500 0 OO•••• .•• •', B- P 499 - J P• C 0- 4766 J- H 878 8966 0 v` s • C - N 425 -59 H - I 0 -807 o•; ATE y.c ' • , ORS,.• 0 278 wnww 04/03/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatin h ndlingg shinpin installing and bracing.Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an S CA) & safety radices prior to perfoing these functions. Installers shall provide tempora bracin Der BGSI .Unless noted otherwise,top chord shall have property attached structural sheathing and bolt2m chord shall have a pro[e r y att;1 n9 id ceillna. Locations shown for Dermanent lateral resUatnt bf webs shall have braaun99 ins[Iled per BCSI section 83, 137 or 810, as applicable. Apply elates to each face of truss and position as shown above and on the Jom Details, unless noted otherwise. Refer to A LPI N Edrawings160A -Z for standard plate positions Alppin a division of ITW B rrII 11ng Com n ntS Grppupp In shall not be re nsiple for an deviation from this dr win% any failure to build themffwcINssnofprmancewithAVSUI'PI 1, (mor handlI shiDpin , installat%n and bracing of trussesA eat on this dr3wiltg or cover page, , 2a00 Lake Orange Dr y listing this tlrawin indicates acceptance f proTessiona en ineenng responsrbfliN solely or the desi n shovdn. The suitability Suite 150IndarseofithiscawingforanystructureseresponsibilityoftheBuildingDesignerpeANSI/TPI 1 Slc.2. Ovando FL, 32837Formoreinformationseethes "ob's neral notes page and these web sites: ALPINE: www at 'nemw corn: TPI www. enst.or : SBCA: www sbcindus .corn, ICC: www.iccsafe org Job Number: N3630988 Ply: 1 SEON' 42752 / T5 / SY42 Cusl. R R8975 JRef: 1 W9T89750063 FLORIDA TEEN BUILDERS Oly. 1 jFROM,RDG DrwNo. 093 18 1052 06285 Truss Label. FT3G KM / WHK 04/03/2018 6'10"8 1 8'512 11'1 "4 15212 6'10"8 117"4 27"8 14'1"8 F r— 1,2„4 2'6” --+— 2'6"12 + 1'4 „8 NP) 15X3 =4X4 =4X6 1111.5X3 1111.5X3 =3X4 1112X4 =4X6 A B C D E F G H I T2 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) SO Maximum Reactions (lbs) TCLL, 4000 Wind Std NA 1 5.72 R R 1442 / - / - / • / - /7.2TCDL. 10.00 1.5X3 Pf NA Ce: NA VERT(LL): 0.242 E 723 360 1112X4 Q O 4X4 1111.5X3 =4X4 = X4 =4X10 =5X8 112X4 15'2"12 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (lbs) TCLL, 4000 Wind Std NA Pg: NA Cl- NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL /W R 1442 / - / - / • / - /7.2TCDL. 10.00 Speed: NA mph Pf NA Ce: NA VERT(LL): 0.242 E 723 360 BCLL: 0.00 Enclosure NA Lu NA Cs: NA VERT(TL): 0.368 E 574 240 J 1670 / - / - / • / - /3.5 BCDL: 5.00 Category. NA Snow Duration: NA HORZ(LL): 0 030 B - - R Min Big Width Req = 1.5 Des Ld: 55.00 EXP' NA HORZ : 0.038 BTL ) J Min B Width Re 1.5r9q Code / Misc CriteriaNCBCLL: 10 00 Mean Height. NA it Creep Factor: 2.0 Bearings R & J are a rigid surface. Soffit: 2.00 TCDL: NA psf BCDL: NA psf BldgCode: FBC 61h.ed 201 Max TC CSI. 0.897 Bearing R requires a seat plate. Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std 2014 Max BC CSI: 0.693 Members not listed have forces less than 375# Spacing: 24.0 " C&C Dist a NA it Rep Factors Used: Yes Max Web CSI: 0 869 Maximum Top Chord Forces Per Ply (lbs) Loc. from endwall• NA FT/RT:12(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. 1: NA GCpi: NA Plate Type(s): VIEW Ver: 17.02.01A.1115.21 A - B 0 -973 E - F 0 -3286WindDuration: NA I WAVE Lumber B- C 0- 2484 F- G 0- 3123 C -D 0-3272 G -H 0 -3123 Value Set: 13B (Effective 6/1/2013) D - E 0 -3287 H-1 0 -1146 Top chord 4x2 SP #1 Bot chord 4x2 SP 2400f-2.OE Maximum Bot Chord Forces Per Ply (Ibs) Webs 4x2 SP #3 Chords Tens Comp. Chords Tens. Comp Lumber value set "1313" uses design values approved 1/30/2013 by ALSC O - P 1942 0 N - M 3287 0 P-0 3027 0 M- L 3353 0 Special Loads 0- N 3027 0 L- K 2302 0 Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 180 pit at 0 00 to 180 pit at 848 Maximum Web Forces Per Ply fibs) TC: From 100 pit at 8.48 to 100 pIf at 15.10 Webs Tens.Comp. Webs Tens. Comp BC From 10 pit at 0 00 to 10 pIf at 1510 TC: 4651b Conc. Load at 11.13 A - R 0 -1411 F - L 0 -478 Plating Notes ult/Ap7 y A-0 1552 0 G - L 0 -578 Q O -B 0-1538 L - H 1233 0 All plates are 6X6 except as noted., V`•+ j B - P 883 0 H - K 0 -1836 26 0 Additional Notes O .••• e•• • • 8• 1 0 I` J 11 410, C - N 859 0 -1624 2x6 #3 HEM -FIR or better continuous strongback •• • N - D 0 -427 Attach to each truss where shown with 3-1 Od Box or • Gun nails (0.128"xT%min.). Strongback material to ; . 648 be supplied by erection contractor. ; • Truss must be installed as shown with top chord up– ATE : Q a0 27a wS, UNAL Etl tnaanw 04/03nO f 8 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require exUeme care in faglricatin h ndlingg shieping installing,and brapng , Reter to and follow the latest edition of BCSI (Building Component Safety Information, by PI an SCA) tiSi safe. practices prior to performing these functions. Installers shall provide terhporarY bracin Der I. Unless noted o herwise,to chord shall have roperN attached structural sheathing and bori2m Nord shall have a roperattachdrigidceiling. Locations shown for Dermanent latgral restraint bf wpbs shall hav br8cino installed per BC I sections $3, B7 or B10y _ as app Ica qe. Apply plates to each face of truss and posltion as shown above and on toe JoinfDetaits, unless noted oI ew ise Refer to A drawings 160A -Z for standard plate positions. LPINE Alpine, ad ivision of ITW Build'ng CCompon nts Grpup InC shall not be responsible for any deviation from this dr wing atly failure to build the mme , ,ntrussinnformancewithANIITPI1, or or han oin shipping, inslallaUdn and bracing 0f trussesA eat on th; drawing or cover page, , 2400 Lake Orange Dr. Itstin this dr indicates acceptance q1 pro essionaf en ineeiinq responsibility soleliy or the desi n shown. The suiTabllity Suite 150and ise of this cawing for any structure is the esponsibilit of the Building Desigrter pe ANSI/TPI 1 S c.2. For more inlormaGon see this ob's eneral notes a e and these weD saes ALPINE www at mehv can. TPI www.t msl.w ; sBCA: www sbundus wm, ICC www iccsal0 org Orlando FL, 32837 Job Number: N3630988 Ply' SEON 42753/ T57 / SY42 Cusl. R R8975 JRef 1 W9T89750063 FLORIDA TEEN BUILDERS Oly. 2 FROM ROG DrwNo 093 18 1052 06630 Truss Label. FT4 KM / WHK 04/03/2018 6'10"8 9'3"12 14'10"12 6'10"8 2'5"4 57' T slz 50 1 12 F,.t- 2'6„ 2'6"12 —+. 1'4"8 NP) 06 1 5X3 = 3X4 III 1 5X3 A B C D I`•IRQ P O N 1.5X3 =4X4 1111.5X3 14'10"12 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL. 40.00 Wind Sid. NA Pg NA Ct: NA CAT NA PP Deflection in loc Udeft U# Loc R /U / Rw / Rh / RL W TCDL 1000 Speed NA mph Pf: NA Ce NA VERT(LL) 0 159 D 999 360 R 817 / • / - / - / - 7.3 BCLL: 000 Enclosure: NA Lu: NA Cs NA VERT(TL) 0 349 D 678 240 H 804 / • / - / - / - 3.5 BCDL: 500 Category' NA Snow Duration. NA HORZ(LL) 0 035 B - - R Min Brg Width Req = 1 5 Des Ld: 55 EXP. NA HORZ(TL). 0.055 B - - H Min Brg Width Req = 1 500 NCBCLL. 1000 Mean Height. NA ft Code / Misc Criteria Creep Factor 2.0 Bearings R & H are a rigid surface. Soffit: 2.00 TCDL NA psf BCDL: NA psf BldgCode. FBC 6th ed 201 Max TC CSI 0.849 Bearing R requires a seat plate. Load Duration: 1.00 MWFRS Parallel Dist NA TPI Std 2014 Max BC CSI 0.828 Members not listed have forces less than 375# Spacing24 0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.456 Maximum Top Chord Forces Per Ply (lbs) Loc from endwall. NA FT/RT 12(0)/10(0) Chords Tens Comp. Chords Tens. Comp. I NA GCpi NA Plate Type(s): Wind Duration. NA WAVE VIEW Ver 17 02.01A.1115.21 A - B 0 -552 E - F 0 -1482 B- C 0 -1396 F• G 0 -596 Lumber C -D 0 -1783 G -H 0 •641 Value Set 13B (Effective 6/1/2013) D - E 0 -1789 Top chord 4x2 SP #2 N Bot chord 4x2 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Webs 4x2 SP #3 Chords Tens.Comp. Chords Tens. Comp. Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Q - P 1093 0 N • M 1789 0 P-0 1700 0 M- L 1785 0 Plating Notes O- N 1700 0 L- K 1198 0 All plates are 3X3 except as noted Maximum Web Forces Per Ply (Ibs) Additional Notes Webs Tens.Comp. Webs Tens Comp 2x6 #3 HEM -FIR or better continuous strongback A - R 0 -798 C - N 410 110Attachtoeachtrusswhereshownwith3-10d Box or Gun nails (0.128"x3",min.). Strongback material to t A-0 881 0 E - L 0 - 575 be supplied by erection contractor Truss must be installed as shown with top chord up AA FIfIi/ Npy ra*1 IFac/* `Q 0-13 0 •858 L - F B - P 482 0 F - K 461 0 0 •884 OOJ•_••• NN P -C 0 •468 K -H 958 0 f ATE a: Q FS **owes C 0 278 `r/ONAL E 4,44"tnw101110 11 04/03/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re9vire extreme care in fabncatin9 h ndlin shi ping installing.and bracing _ Refer to and follow the latest edition of BCSI (BuildingComponentrevfetyInformation, by_TPI ane'; CA) f safety practices prior to performing these functions. Installers shall provide temporary bracin per B SI.. Unless noted olhenvise,top chord shall have properly attached structural sheathing and bottom hord shall have a proper y aI achjtl rigid ceilln Locations shown for Dermanent latgral restraint bf webs shall hav bracing installed per BC I sections 3, 137 or 810, asap ica a Appy Agates to each face. oftruss and position as shown above and on tt a oin Details, unless noted otherwise. Refer to ALPINEdrawings16OA-Z for standard plate positions. Alping, a divI n of ITW B itdlncQLCCompon nis Grppup In shall not be responsiple for any deviation from this drawin pt an failure to build the mmo miss in oance with N51lTPI 1, or or handlifSq s ilppin ,installation and bracing of trussesA SSeat on this drBwiX or cover pa e , , 2400 Lake Orange Drfistingthisinindicateseccepanceof pprog, essiona en ineering responsibilitty sole)YY for the desi n sho n. The sui bility Suite 150ndfiseois iawing for any structure is IIie responsibility of the Building Desigrfer perANSIlfPI 1 S c.2. For more mlwmaUon see Nis ob's eneral notes a e aM these web sales ALPINE www al inehv can. 7P1 www.i mst.a ; SBCA: www.abuntlus tom, ICC www iccsafe org Orlando FL, 32837 Job Number: N363098B Ply. 1 $EON' 89305 / T38 / SY42 Cust' RR8975 JReI: 1W9T89750063 FLORIDA TEEN BUILDERS Oty. 5 FROM' RAA DrwNo' 093 18 1052.08469 Truss Label, FT4A KD / OF 04/03/2018 57'8 8'0"4 , 14'10"12 57"8 ' 2'4"12 -- 6'10"8 F }-- 2'6" --}-- 2'6"12 --{ 1112 2'6"12 -- TYP) 6X6 = 5X5 1.5X3 =4X4 =3X6 =4X6 =4X4 =15X3 A B C D E F G T 12 90 i X . 1 \7/ 1`1 9-4" Q P O N M L K J I jq 1.5X3 =6X6 =04 =3X6 1111.5X3 =4X4 -6X6 14'10"12 Loading Criteria (psr) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 40.00 Wind Std NA Pg. NA Ct: NA CAT NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL /W TCDL 1000 Speed: NA mph Pf NA Ce: NA VERT(LL): 0 132 D 999 360 0 1047 / - / - / - / • /7.3 BCLL: 0.00 Enclosure: NA Lu NA Cs NA VERT(TL): 0 318 D 763 240 1 998 / - / - / - / • /3.5 BCDL: 5.00 Category. NA Snow Duration. NA HORZ(LL): -0 018 G - 0 Min Erg Width Req = 1.5 Des LCF_ 55 EXP: NA 00 HORZ(fL): 0.029 G - - I Min Brg Width Req = 1.5 Mean Height: NA itCode/ Misc Criteria Creep Factor' 2 0 Bearings 0 8 I are a rigid surface Nffit: 200 00 TCDL: NA psi Bldg Code. FBC 6th.ed 201 Max TC CSI 0.611 Bearing 0 requires a seat plate. Soffit: 2 BCDL: NA psi Load Duration. 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.487 Spacing: 24.0 " C&C Dist a: NA ft Rep Factors Used Yes Max Web CSI: 0.565 Members not listed have forces less than s) P 9 Maximum Top Chord Forces Per Pty (Ibs) Loc. from endwall: NA FT/RT:12(0)/10(0) Chords Tens Comp Chords Tens. Comp I. NA GCpi: NA Plate Type(s): Wind Duration: NA WAVE VIEW Ver: 17.02.020.0211.16 A - B 0-744 D - E 0 -2417 Lumber B -C 0 •1916 E -F 0 -1871 C- D 0- 2423 F• G 0 -706 Value Set 13B (Effective 6/1/2013) Top chord 4x2 SP 2400f•2.OE Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 02 SP 2400f-2 OE Chords Tens Comp. Chords Tens. Comp Webs 4x2 SP #3 Lumber value set "138" uses design values P-0 1473 0 M - L 2338 0 approved 1/30/2013 by ALSC O - N 2419 0 L - K 2338 0 N- M 2423 0 K• J 1405 0 Special Loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) Maximum Web Forces Per Ply (Ibs) TC: From 100 pIf at 0 00 to 100 plf at 14 65 Webs Tens.Comp. Webs Tens. Comp BC: From 10 pIf at 0.00 to 10 pIf at 1477 TC. 200 Ib Conc. Load at 5.34, 9.33 A-0 0 -1027 E - K 0 -721 A- P 1186 0 K- F 739 0 Plating Notes P- B 0- 1157 F- J 0 -1110 All plates are 2X4 except as noted. VV11 r Mldraf i B-0 773 0 J - G 1122 0 8 Additional Notes `009 • so.." 7' M - E 389 -25 G - I 0 832 2x6 #3 HEM -FIR or better continuous strongback. •••• ` S • Attach to each truss where shown with 3-1Od Box or 4 V • Gun nails (0.128"xT%min.). Strongback material to • be supplied by erection contractor. ee Truss must be installed as shown with top chord up. ; 1v i ATE •: Ss • eOR OO • 6• ` a a. 6 0 278 ,,,,, NA L NE11 O 04/03/2018 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fagincating, h ndtin9, shippin installing.and bracing. , Refer to and follow the latest editi n of BCSI (BuildingComponentSafetyInformation, by PI an S CA) lgr saf1ety iaclices prior to performing these functions. Installers Val provide temporary _ bracin oer BCSt. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom ord shall hav a proper attach o rigaid ceilin Locations shown forpermanent latgral restraint bf wpbs shall have bracing installed p r BC I secoons B3, 7 or B10y as app icaltte Appy tat s to ach face ofptiuss and position as shown above and on the JoinfDetalls, unless notetl otherwise. Refer to ALPINEdrawings160A -Z for sPandPard pate positions. AI in a division of ITW B itdlnQC om on ntsg GrppuD In shall not be re;ponslble for an deviation from this dr8win any failure to build theirussenconformancewith N51lTPI 1 or or handlifS shipping, InstallabOn and bracing of trussesA eat on thi; dr willg or cover page , , 2400 Lake Orange Dr. 0 listingg this drawing indicates acceptance of proTessionaf en Ineerinq respons7biliN solely or the desi n shovan. The suiCablllty Suite 150andOseothisdrawingforanystructuresaresponsibilityoftheBuildingDesigerpeANSIlfPI1S$c.2. For more mformabon see Nis oD's neral notes a e end these web saes ALPINE www al ineew.com; TPI: www insl or SBGA' www sbundus .tom; ICC' www ittsele or OAandO FL, 32837 Job Number- N363098B Ply: 1 SEON. 89317 / T42 / SY42 Cust R R8975 JRef 1 W9T89750063 FLORIDA TEEN BUILDERS Oty. 4 FROM: RAA DrwNo: 093.18.1052.08328 Truss Label. FT4B KO / DF 04/03/2018 57"8 8'0"4 1 14'1012 57'8 2'4"12 610"8 4"8 2'6" — 1 2'6"12 --{ 1'3"1- 2 -}-_ 2,6„12 --{ NP) 1.5X3 =4X4 =3X8 1112X4 =4X6 =4X4 A B C D E F G T i290 Tz9'4” I- Am k\ 1.5X3 1 P O = 4X4 1112X4 =3X6 1111 5x3 =4X4 I 1MH 2X4 1112X4 14'10"12 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL 40.00 Wind Std NA Pg. NA Ct: NA CAT: NA PP Deflection in loc Uden L/# Loc R /U / Rw / Rh / RL /W TCDL: 10.00 Speed: NA mph PI: NA Ce: NA VERT(LL) 0 132 D 999 360 p 1041 / - / - / - I - /73 BCLL: 0.00 Enclosure: NA Lu NA Cs NA VERT(TL)- 0 316 D 767 240 H 1011 / - / - / - / - /35 BCDL. 500 Category NA Snow Duration: NA HORZ(LL)- -0.018 G - - P Min Big Width Req = 1.5 Des Ld 55.00 EXP NA HORZ(TL): 0.029 G H Min Big Width Req = 1.5 NCBCLL: 10.00 Mean Height: NA it Code / Misc Criteria Creep Factor: 2.0 Bearings P 8 H are a rigid surface. TCDL: NA psf BldgCode: FBC 6th ed 201 Max TC CSI 0.575 Bearing P requires a seat plateSoffit: 2.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist. NA TPI Std 2014 Max BC CSI: 0.486 Spacing. 24.0 " C&C Dist a- NA It Rep Factors Used: Yes Max Web CSI: 0.560 Members not listed have forces less than 375# Loc. from endwall NA FT/RT.12(0)/10(0) Maximum Top Chord Forces Per Py (lbs) I: NA GCpr NA Plate Type(s) Chords Tens.Comp Chords Tens. Comp. Wind Duration: NA WAVE VIEW Ver 17 02.02C 0211.16 A - B 0 -739 D - E 0 •2415 Lumber B- C 0 -1906 E- F 0 -1868 C-D 0-2421 F-G 0 •704 Value Set: 138 (Effective 6/1/2013) Top chord 4x2 SP 2400f-2.OE Maximum Bot Chord Forces Per Ply (lbs) Bot chord 4x2 SP 24001-2 OE Chords Tens.Comp. Chords Tens Comp. Webs 4x2 SP #3 Lumber value set "1313" uses design values O - N 1461 0 L - K 2335 0 approved 1/30/2013 by ALSC N - M 2417 0 K - J 2335 0 M- L 2421 0 J-1 1403 0 Special Loads Lumber Dur Fac =1.00 / Plate Dur.Fac.=1 00) Maximum Web Forces Per Ply (lbs) TC: From 100 pit at 0.00 to 100 pit at 14.77 Webs Tens.Comp Webs Tens. Comp. BC: From 10 pit at 0.00 to 10 plf at 14.77 TC 200 Ib Conc. Load at 4.26, 8.49 A • P 0 •1021 E - J 0 -720 A-O 1176 0 J -F 739 0 Plating Notes 0-13 0 -1148 F- 1 0 •1109 All plates are 6X6 except as noted. /,4 B - N 771 0 I - G 1121 0 N-C 0 -821 G-H 0 •983 Additional Notes O ••••• • •••• L - E 389 -125 2x6 #3 HEM-FIR or better continuous strop back. •' ••• Attach to each truss where shown with 3.1 Od Box or •• J • Gun nails (0 128"xX%min.). Strongback material to • • be supplied by erection contractor. r O. spiv Truss must be installed as shown with top chord up. : + i o •: ATE • y 49p FcS .. OR p. 0 278 w S ONAI 04/03/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatin , handlin shiupin in.4talling and bracingRefer to and follow the latest edition of BCSI (Building Component Safety Information, byY TPI an SBCA) f i salety {ractices prior to perfoming these functions. Installers shall provide terhporary bracin per BCSI.. Unless noted oUlerwise,top chord shall have property attached structural sheathin and bottom chord shall hav a pro effltattachurigidceilingLocationsshownfor ermanent lateral restraint bf w bs shall hav braunp installed pfr BCSI sections ¢3, 7 or 910y as applica e. Apply plates to each face_ o truss and position as shown above and on tie Join Details, un ess noted otherwise. Refer to A 14464., LPI N Edrawings160A-Z for standard plate positions. Alpine, a division of ITW Buildd1 ng Cr:ompon pts Gr In .,shall npl be responsible for any deviation from this drawin an failure to build the a iwcpy r, truss in conformance with ANSI/Tt31 1, or or handle I s lippinq, installation and braung gf,lrussgsA eat on this drBwiXq or cover pagge 2400 Lake Orange Dr. Ifstin this drawing indicates acceptance of pro ess ona en sneeringg res onstbiliNN so el sealtthe desi n shown. The suiTabili Suite 150anduseofthisdrawingforanystructureistheresponsibilityofthe9uildingDesigrSerpe%AIRS I/TPI 1 S$c.2. b For more information see this ob's neral notes a and these web saes: ALPINE: www ai menw.com; TPI: www t onsi org. SBCA: www sbtindus .tom; ICC: www.kmafe or Orlando FL, 32837 II, I Job Number, N363098B Ply 1I SEON: 42754 / T7 / SY42 I Cust• RR8975 JRef. 1W9T89750063 FLORIDA TEEN BUILDERS Oty 5 FROM RDG OrwNo 093.18.1052 07267 Truss Label: FT5 KM / WHK 04/03/2018 T I CD I I 56" 7'3"4 11'4"12 5'6" 1'9"4 4'1"8 4.g 1,3"12 TYP) 3X6 = 3X4 a 1 5X3 = 3X4 3X4 1111.5X3 = 3X4 =1 5X3 A B C D E F fj 1 15X3 I N = 3X4 = 3X4 1111.5X3 = 3XH 4 = 3X4 1112X4 1112X4 Loading Criteria (psf) Wind Criteria TCLL 40.00 Wind Std NA TCDL 1000 Speed NA mph BCLL: 0.00 Enclosure: NA BCDL 5.00 Category NA VERT(TL) 0.173 C 999 240 EXP. Des Ld. 55.00 Mean Height: NA IIINCBCLL, 10.00 TCDL. NA psf Soffit 2.00 BCDL: NA psf Load Duration, 1 00 MWFRS Parallel Dist. NA Spacing 24 0 " CBC Dist a NA fl TPI Std: 2014 Loc. from endwall: NA I NA GCpi. NA Max Web CSI. 0.300 Wind Duration: NA Lumber Value Set 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N Plate Type(s) Webs 4x2 SP #3 A -B 0 •394 D -E 0 •994 B -C 0 -917 E -F 0 •381 Lumber value set "130" uses design values approved 1/30/2013 by ALSC Additional Notes See ANSI/TPI 1 Sect 7 for additional bracing requirements Bracing material to be supplied by erection contractor. Truss must be installed as shown with lop chord up. 11'4"12 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct NA CAT: NA PP Deflection in loc Udell L/# Loc R / U / Rw / Rh / RL 1W N 620 / - / - / - / - /7.3PfNACe: NA VERT(LL). 0 079 C 999 360 Lu NA Cs: NA VERT(TL) 0.173 C 999 240 H 607 / - / - / - / - /35 Snow Duration: NA HORZ(LL) 0 021 B - N Min Brg Width Req = 1.5 HORZ(TL) 0.033 B Creep Factor: 2.0 H Min Brg Width Req = 1 5 Bearings N 8 H are a rigid surface. Code / Misc Criteria Bldg Code FBC 6th ed 201 Max TC CSI: 0.612 Bearing N requires a seat plate TPI Std: 2014 Max BC CSI 0.758 Rep Factors Used: Yes Max Web CSI. 0.300 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT.12(0)/10(0) Chords Tens Comp Chords Tens. Comp Plate Type(s) VIEWVer 17.0201A.1115.21 A -B 0 •394 D -E 0 •994 B -C 0 -917 E -F 0 •381 WAVE C -D 0 •1001 ATE : Q 0 278 S/4NAl C 04/03/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp Chords Tens Comp. M -L 779 0 K -J 1001 0 L- K 1004 0 J- 1 770 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp Webs Tens Comp. A -N 0 -602 E-1 0 -618 A- M 629 0 I- F 606 0 M -B 0 -612 F -H 0 -557 J - E 445 0 IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require extreme care in fabricatin h ndlin9g shluping installing and bracing.. Refer to and follow the latest edition of BCSI (BuildingnentSafetyInformation, by TPI an'S9CA) 4i safety practices prior to performing these functions. Installers shall provide temporary Per BCSI Unless noted o erwise,top chord shall have property attached structural sheathing and bottom hord shall have a properly d Ad cellm Locations shown for ermanent lateral restraintel webs shall haw bracing Installed per BC I sections B3, B7 or B10, cal ie Appy ) tes to each face o russ and position as shown above and on tI a Joint Details, unless noted otherwise Refer to Is 160A -Z for standard plate positions. a division of ITW B rIIdd11'ng Componentss GrppuDp In .shall not be respponslple for any deviation from this drawin a failure to build the cgnformance with AN51lfPl 1, or for hanullrf s ilpping, Instffllatldn and bracing of irussesA Sgeat on this dr w r g or cover pagge , this drawing indicates acceptance pf proTessiona! en Ineerinq responsibility soleiY for the desi n shown. The suiTabtllty e of this drawing for any structure is [he responsibility of the Building DesigrSer perANSIIrPI 1 S c.2. information see this lob's general notes page and hese web sites ALPINE www alpmeitw.com. TPI: www tpinst org, SBCA www sbondustry.com: ICC www rasa( ALPINEINE 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: N363098B Py: 1 SEON: 42755 / T2 / SY42 Cusl: R R8975 JRef 1 W9T89750063 FLORIDA TEEN BUILDERS Qty t FROKRDG DrwNo 093.18.1052.06631 Truss Label, FT6 I I KM / WHK 04/03/2018 T 50 i T 5'6" 5'6" 4"8 TYP) 7'0"12 1 11'4"8 1'6"12 ' 4'3"12 P ' 3X6 = 3X3 1.5X3 = 3X4 = 3X4 1111.5X3 =3X3 1113X6 A B C D E F GH Loading Criteria (psr) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed NA mph BCLL: 0.00 Enclosure: NA BCDL- 5.00 Category. NA Loc R / U / Rw / Rh / RL EX P' Des Ld 55.00 Mean Height: NA itNCBCLL, 1000 TCDL: NA fist Soffit: 200 BCDL. NA fist Load Duration 1 00 MWFRS Parallel Dist. NA Spacing: 24.0 " C&C Dist a: NA it O Min Brg Width Req = 1.5 Loc. from endwall: NA 1: NA GCpi. NA G Min Brg Width Req = 1.5 Wind Duration: NA Lumber Creep Factor. 2.0 Value Set: 13B (Effective 6/1/2013) Top chord 02 SP #2 N Bldg Code FBC 6th ed 201 Bot chord 4x2 SP #2 N Bearing O requires a seat plate. Webs 4x2 SP #3 TPI Std: 2014 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Additional Notes Max Web CSI 0.319 See ANSI/TPI 1 Sect 7 for additional bracing requirements. Bracing material to be supplied by erection contractor Maximum Top Chord Forces Per Truss must be installed as shown with top chord up M L 3X4 1111.5X3 J I 3X4 1111.5X3 3 T in ATE .•Q yO. c` •'C OROP 0 278 1,yr, OIVAt `x_719 04/03/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fatiricating h ndlingg shiupin installing,and bracing. , Refer to and follow the latest edition of 6CSI (Building Component Safety Information, by PI ana0'S CA) fbr safety ractices prior to performing these functions Installers shall provide terhporarY bracin Der BGSI., Unless noted o herwise,top chord shall have prrierly attached structural sheathing and bottom Chord shall hav a properly attach d rigid ceilln .Locations shown for ermane t lateral restraint bf webs shall have braacin Installed psr BC51 s6ctlons $3, 7 or 810, as app IcaOte. Appy DDtat s to ach face, ofptruss an a position as shown above and on the Joini9Details, unless noted otherwise. Refer to ALPINEdrawings160 -Z for stan ard pate positions. Alpine, a division of ITW Bt ildl1ng omponenis Group Inc. shall not be responsible for any deviation from this drawin au failure to build the •,,,w ,, truss in conformance with AN51/T 1 1, or or handllrfq shiCpinq, Installation and bracingg of trussesA teal on this dr wiltq or over page 2400 Lake Orange DrlistingthisdrawingindicatesacceptanceofProTessionarenineerinqresponsibilittyvsole11yvforthedesignshown. We suitability Suite t50andfiseofthisdrawing, for any structure is the responsibility of the Building Desigrfer pefANSIITPI 1 5$c.2. For more information see this ob's general notes page ano these web soles ALPINE: www al meitw com: TPI www t inst orp, SBCA www sbcindustry com ICC www.cesafe.org Orlando FL. 32837 11'4"8 Snow Criteria (Pg,P1 in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loC Udell U# Loc R / U / Rw / Rh / RL W Pf, NA Ce: NA VERT(LL). 0.077 L 999 360 O 625 / • / - / - / • 7.3 Lu: NA Cs: NA VERT(R): 0.154 C 999 240 G 610 / • I • / - / • 3.3 Snow Duration. NA HORZ(LL). 0.018 B - O Min Brg Width Req = 1.5 HORZ(TL) 0.029 B G Min Brg Width Req = 1.5 Code I Misc Criteria Creep Factor. 2.0 Bearings O 8 G are a rigid surface. Bldg Code FBC 6th ed 201 Max TC CSI: 0.639 Bearing O requires a seat plate. TPI Std: 2014 Max BC CSI: 0.698 Rep Factors Used Yes Max Web CSI 0.319 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT'12(0)/10(0) Chords Tens.Comp. Chords Tens. Comp Plate Type(s): WAVE VIEW Ver: 17.02.01A.1115.21 A-8 0 -398 D - E 0 -1020 B- C 0- 929 E- F 0 -406 C -D 0-1026 F -G 0 -448 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp Chords Tens. Comp N -M 785 0 L - K 1026 0 M -L 1028 0 K -J 851 0 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. Webs Tens. Comp. A-0 0 -607 K- E 377 0 A- N 635 0 E- J 0 -640 N - B 0 -616 J - G 669 0 ATE .•Q yO. c` •'C OROP 0 278 1,yr, OIVAt `x_719 04/03/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fatiricating h ndlingg shiupin installing,and bracing. , Refer to and follow the latest edition of 6CSI (Building Component Safety Information, by PI ana0'S CA) fbr safety ractices prior to performing these functions Installers shall provide terhporarY bracin Der BGSI., Unless noted o herwise,top chord shall have prrierly attached structural sheathing and bottom Chord shall hav a properly attach d rigid ceilln .Locations shown for ermane t lateral restraint bf webs shall have braacin Installed psr BC51 s6ctlons $3, 7 or 810, as app IcaOte. Appy DDtat s to ach face, ofptruss an a position as shown above and on the Joini9Details, unless noted otherwise. Refer to ALPINEdrawings160 -Z for stan ard pate positions. Alpine, a division of ITW Bt ildl1ng omponenis Group Inc. shall not be responsible for any deviation from this drawin au failure to build the •,,,w ,, truss in conformance with AN51/T 1 1, or or handllrfq shiCpinq, Installation and bracingg of trussesA teal on this dr wiltq or over page 2400 Lake Orange DrlistingthisdrawingindicatesacceptanceofProTessionarenineerinqresponsibilittyvsole11yvforthedesignshown. We suitability Suite t50andfiseofthisdrawing, for any structure is the responsibility of the Building Desigrfer pefANSIITPI 1 5$c.2. For more information see this ob's general notes page ano these web soles ALPINE: www al meitw com: TPI www t inst orp, SBCA www sbcindustry com ICC www.cesafe.org Orlando FL. 32837 Job Number: N363098B Ply. 1 SEON. 427561 Tl / SY42 Cusl: R R8975 JRel, 1 W9T89750063 FLORIDA TEEN BUILDERS Oly. 10 FROM. RDG DnvNo* 093 18 1052 06629 Truss Label: FT7 I KM / WHK 04/03/2018 T co 1 L 17 5'6" 5'6" 2,6., TYP) 7'1 "2 11'410 17'2 4'3"B 3X6 = 3X3 1.5X3 = 3X4 = 3X4 1111.5X3 = 3X3 1113X6 A B C D EF GH M L 3X4 1111 5X3 J I 3X4 1111.5X3 11'4"10 Loading Criteria (psf) Wind Criteria VATE 0 Snow Criteria (Pg,%in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) 0 278 %/ yr S ONAI N TCLL: 4000 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Loc R /U / Rw / Rh / RL W TCDL: 10.00 Speed: NA mph an sa ely prior performing shall provide bradn er BGSI Unless noted olherwise,top chord shall have properly attached structural sheathin and bottom chord Shall hav a pro e attach n id ceiltn .Locations shown for ermanent lateral restraint bf webs shall have bracirip installed pfr BCSI s:ctions 03, 7 or 10Yasappicae. Appy prates to each face o truss and position as shown above and on the oin Details, un ess note otherwise. Refer to Pf: NA Ce: NA VERT(LL) 0.078 L 999 360 0 626 / - / • / - / - 72 BCLL- 0.00 Enclosure: NA Suite 150 Lu. NA Cs: NA VERT(TL) 0.157 C 999 240 G 609 / - / - / - / - 30 BCDL' 500 Category: NA Snow Duration NA HORZ(LL) 0.018 B - 0 Min Brg Width Req = 1 5 Des Ld: 55.00 EXP' NA HORZ TL 0.029 B G Min B Width Re 1.5q = NCBCLL 1000 Mean Height: NA ft Code / Misc Criteria Creep Factor. 2 0 Bearings 0 8 G are a rigid surface. Soffit: 2.00 TCDL NA psl Bldg Code: FBC 6th ed 201 Max 7C CSI: 0.643 Bearing 0 requires a seat lategp BCDL: NA psi Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std 2014 Max BC CSI: 0.705 Members not listed have forces less than 375# Spacing: 24.0 " p 9 C&C Dist a: NAR Rep Factors Used: Yes Max Web CSI: 0.320 Maximum Top Chord Forces Per Ply (Ibs) Loc from endwall. NA FT/RT.12(0)/10(0) Chords Tens.Comp. Chords Tens. Comp 1, NA GCpi: NA Plate Type(s)- Wind Duration: NA WAVE VIEW Ver: 17.02.01A.1115.21 A - B 0 -399 D - E 0 -1025 B- C 0 -933 E- F 0 -403 Lumber C -D 0 -1031 F -G 0 -449 Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 02 SP #2 N Chords Tens.Comp Chords Tens. Comp Webs 02 SP #3 Lumber value set "138" uses design values N - M 788 0 L - K 1031 0 approved 1/30/2013 by ALSC M - L 1033 0 K - J 854 0 Additional Notes Maximum Web Forces Per Ply (Ibs) See ANSI/TPI 1 Sed 7 for additional bracing Webs Tens.Comp. Webs Tens. Comp requirements Bracing material to be supplied by erection contractor A-0 0 -609 K- E 381 0 Truss must be installed as shown with top chord up A - N 637 0 E - J N -B 0 -618 J -G 0 -642 672 0 VATE 0 Q,, ,• OR • 0 278 %/ yr S ONAI N tI1"Wo IV 04/03/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING1 IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses reavire extreme care in fabricatin , handlin shi pin installing_and bracing. , Refer to and follow the latest edition of 13CSI (Building Component Safety Information, by TPI SBCA) f Xacbces to these functions. Installers terhpora% an sa ely prior performing shall provide bradn er BGSI Unless noted olherwise,top chord shall have properly attached structural sheathin and bottom chord Shall hav a pro e attach n id ceiltn .Locations shown for ermanent lateral restraint bf webs shall have bracirip installed pfr BCSI s:ctions 03, 7 or 10Yasappicae. Appy prates to each face o truss and position as shown above and on the oin Details, un ess note otherwise. Refer to drawings 16 -Z for standard plate positions. ALPINE Alpine, a division of ITW BUildln CComponents Group Inc. shell not be re8ponstble for any deviation from this drawing apY failure to build thetrssInconformancewithANSIP11, or for handnrfSL shipping, instollatton and bracing of,trussesA sseat on thi dr8wrA or cover page landthis drawing indicates acceptance of pro essiona an ineed responsibility solely for the des n shown. The suiCabili ty µ wm 2400 Lake Orange Dr and use of this drawing for any structure is the responsibility of the Building Desigrier perANSIITPI 1 c.2. Suite 150 For more information see this jobs general notes page and these web sites: ALPINE, www atipineitw corn. TPI www liponst Org. SBCA: www.sbcjndustry.com, ICC www emsefe. org Orlando FL, rFLRlDAmber. N363098B Ply. 1 SEON 42757/ T73 /SY42 Cust.RR8975JRe1 1W9T89750063 TEEN BUILDERS Oty. 1 FROM:RDG DrwNo. 093 18.1052 06052 Label: FT7GE KM / WHK 04/03/2018 119" 2'11"12 5'3"2 6'9"2 8'4"2 11'1"2 1'4"14 11'9" 1712 2'3"6 1.8" '+.' 17- 2-T- 1-3" g 12 5"4 1'3" --{ f' -{ 4" 1'2"12 9"14 1-2"8 -I i'- —I i-' 1.3.. --11-- 17" —"i F- 1.2"2 "I i" 1.2..8 "I 11'4'14 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,P1 in PSF) Defl/CSI Criteria 3X3 TCLL 4000 Wind Std: ASCE 7.10 Pg- NA Ct, NA CAT: NA PP Deflection in loc Udell U# Lot R /U / Rw / Rh / RL 1W 04 1114X4 1113X4 3X3 1113X6 =6X6 p 1158 /99 /95 I - I - /6.4 BCDL: 5.00 Risk Category: II Snow Duration: NA HORZ(LL). -0.011 J - - A B C D E F G H I J K Mean Height: 15.00 It Code / Misc Criteria CreepFactor: 2.0N00TCDL: 4.2 psf i Soffit: 2 00 BCDL: 3.0 psf Bldg Code FBC 6th ed 201 Max TC CSI: 0.881Soffit: 2 P P Min Br Width Re 1.5g g = J Min Brg Width Req = 1.5 T T r m Bearings T 8 P require a seat plate. Loc. from endwall: Any FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): 1 Wind Duration' 1.00 WAVE VIEW Ver, 17.02.01A 1115 21 Maximum Top Chord Forces Per Ply (lbs) Lumber 1 Value Set: 13B (Effective 6/1/2013) E - F 220 -1200 H-1 211 -1099 Top chord 02 SP #1 32 4x2 SP #2 N' F - G 226 -1233 I - J 204 -1069 Bot chord 4x2 SP #2 N G - H 205 -1076 Webs 4x2 SP #3 P O N M L Maximum Bot Chord Forces Per Ply (lbs) approved 1/30/2013 by ALSC T S R 0 11104 6X6 Lumber Dur Fac =1 00 / Plate Dur Fac.=1.00) O - N 1233 -226 1112X4 TC: From 387 pit at 5.88 to 387 pit at 11 28 Maximum Web Forces Per Ply (Ibs) BC: From 10 p11 at 0.00 to 10 pif at 10.97 i- 5'3"14 Plating Notes 61" All plates are 1.5X3 except as noted. riCff r 11'4'14 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,P1 in PSF) Defl/CSI Criteria Maximum Reactions (Ibs), or -=PLF TCLL 4000 Wind Std: ASCE 7.10 Pg- NA Ct, NA CAT: NA PP Deflection in loc Udell U# Lot R /U / Rw / Rh / RL 1W TCDL: 10.00 Speed: 150 mph Pf NA Ce: NA VERT(LL) 0 053 N 999 360 T' 316 / 29 /30 / - / - /60.7 BCLL: 0.00 Enclosure Closed Lu: NA Cs: NA VERT(TL) 0 213 N 554 240 p 1158 /99 /95 I - I - /6.4 BCDL: 5.00 Risk Category: II Snow Duration: NA HORZ(LL). -0.011 J - - J 1330 /112 /102 / - / - /3.2 Des Ld: 5500 EXP. C HORZ(rL)- 0 026 J Wind reactions based on MWFRS Mean Height: 15.00 It Code / Misc Criteria CreepFactor: 2.0N00TCDL: 4.2 psf T Min Brg Width Req = - Soffit: 2 00 BCDL: 3.0 psf Bldg Code FBC 6th ed 201 Max TC CSI: 0.881Soffit: 2 P P Min Br Width Re 1.5g g = J Min Brg Width Req = 1.5 Load Duration: 1 00 MWFRS Parallel Dist: 0 to h/2 TPI Std: 20114 Max BC CSI 0.908 Bearings T, P, & J are a rigid surface. Spacing: 24.0 " C&C Dist a. 3.00 ft Rep Factors Used, Yes Max Web CSI 0 7609 Bearings T 8 P require a seat plate. Loc. from endwall: Any FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): Members not listed have forces less than 375# Wind Duration' 1.00 WAVE VIEW Ver, 17.02.01A 1115 21 Maximum Top Chord Forces Per Ply (lbs) Lumber Chords Tens.Comp. Chords Tens Comp. Value Set: 13B (Effective 6/1/2013) E - F 220 -1200 H-1 211 -1099 Top chord 02 SP #1 32 4x2 SP #2 N' F - G 226 -1233 I - J 204 -1069 Bot chord 4x2 SP #2 N G - H 205 -1076 Webs 4x2 SP #3 Lumber value set "l 3B" uses design values Maximum Bot Chord Forces Per Ply (lbs) approved 1/30/2013 by ALSC Chords Tens Comp. Chords Tens Comp Special Loads P-0 420 -86 N - M 1238 -227 Lumber Dur Fac =1 00 / Plate Dur Fac.=1.00) O - N 1233 -226 TC From 291 pit at 0.00 to 350 pit at 5.88 TC: From 387 pit at 5.88 to 387 pit at 11 28 Maximum Web Forces Per Ply (Ibs) BC: From 10 p11 at 0.00 to 10 pif at 10.97 Webs Tens Comp Webs Tens. Comp Plating Notes A - T 119 -655 E-0 1239 -214 All plates are 1.5X3 except as noted. riCff r A - S 576 -117 O - F 135 -824 116 53 M - J 597 305 Wind V, • Ij P - E 203-12000 Wind loads based on MWFRS with additional C&C .+ S • f/ member design. e • Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. Gables Tens. Comp Additional Notes See ANSIIrPI 1 Sect 7 for additional bracing 0. 649 ; C - R 94 -425 I - M 184 -913 requirements. Bracing material to be supplied by 1: D-0 80 -444 a erection contractor. i e Provide for complete drainage of roof 0 Truss must be Installed as shown with top chord up. OR, OP,••.,a N7 7`' 0 278</0NAZZIM101% 04/03/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING' IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping installing,and bracing.. Refer to and follow the latest edition of ¢CSI (BuildingComponentSafetyInformation, by TPI an SBCA) rot safety practices prior to performing these functions. Installers shall provide temporary botlen hord havebracmDerBCS'., Unless noted olhenvise,top chord shall have pro attached structural sheathing and shall a pro2erl attachid n gid teihn Locations shown for Dermanent lateral restraint bf wstis shall haw braGnq nslalied pf, BC I sections 83, B7 or B10yasappIcae. Appp1°y plates to each face, o truss and as shown above and on tfte oin etalls, un ess noted otherwise Refer toposition drawings 160A -Z fbr standard plate positions ALPINE Alpine, a division of ITW BuUIldd11ngg CComponents Group Inc shall not be respoonsible for any deviation from this drawing ally failure to build the µ w lrOss In cgnf rmance with AN 101 1, or for handllris shipping, installation and bracing gf,trussesA teal on this drawing or Cover pa 2400 Lake OrangeDrlistingthisFrawin indicates acceptance of proTessionar engineering responslblllty sole or the design shown. The sui[0bility Suite150guse awing ANSI/TPI 1 Sec.2. and o this or any structure is the responsibilitgr of the Building Desig er pe For more information see this job's general notes page and these web sites ALPINE www.alpmedw.com: TPI: www ip,nst org: SBCA www sbcmdustry.com, ICC: w .iccsafe org Orlando FL, Job Number: N363098B Py1 SEON 42758 / T3 / SY42 Cusl. RR8975 JRel: 1W9T89750063 FLORIDA TEEN BUILDERS Oly. 1 FROM ROG DnwNo. 093.18.1052 07829 Truss Label: FT8G I KM / WHK 04/03/2018 Loading Criteria (psf) TCLL' 4000 TCDL: 10.00 BCLL: 0.00 BCDL: Soo Des Ld. 55.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration 1 00 Spacing. 24.0 " Wind Criteria Wind Std' NA Speed. NA mph Enclosure NA Category. NA EXP: NA Mean Height NA it TCDL. NA psi BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a NA It Loc. from endwall' NA I: NA GCpi NA Wind Duration: NA Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N Webs 4x2 SP 03 Lumber value set "I 3B" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Dur Fac =1 00 / Plate Dur Fac.=1.00) TC: From 100 plf at 0.00 to 100 plf at 3.43 BC' From 10 pif at 0.00 to 10 plf at 3.43 TC: 610 Ib Conc. Load at 1.58 Additional Notes Truss must be installed as shown with top chord up. 17"8 -1{'9-x-111 3 17'8 Z"'3 1'7"8 1.3,.12 -- F3,i 11„12 1111.5X3 4X4 11115X3 =3X6 A B C D T ilY T H G F E 3X4 1112X4 1112X4 = 3X4 i 3'5"3 Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct. NA CAT: NA PP Deflection In loc Udefl U# Loc R / U / Rw / Rh / RL /W Pf NA Ce NA VERT(LL): 0.016 B 999 360 H 522 / - / • / • / - /40 Lu NA Cs NA VERT(TL): 0.028 B 999 240 E 465 / - / • / • / - / - Snow Duration: NA HORZ(LL)- 0 002 B - - H Min Brg Width Req = 1.5 HORZ(TL) 0 003 B E Min Brg Width Req = - Code / Misc Criteria Creep Factor: 2.0 Bearing H is a rigid surface. Bldg Code' FBC 6th.ed 201 Max TC CSI: 0.275 TPI Std. 2014 Max BC CSI 0.294 Members not listed have forces less than 375# Rep Factors Used: Yes Max Web CSI. 0 259 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. FT/RT:12(0)I10(0) Plate Type(s)' B- C 0 •391 C- D 0 -376 WAVE VIEW Ver: 17.02.01A.1115.21 n tx ,o :• VATE OF cF • ,C ORO, • 0 278 'ys`.'/0NAI Ergo 04/03/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp. G - F 391 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens Comp. A- H 0- 494 F- D 505 0 A- G 533 0 D- E 0 -447 G -B 0 -471 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT•' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating h ndlin9 shippin in.4talling,and bracin/q Refer to and follow the latest edition of BCSI (BuildingrtSafetyInformation, b 7PI an S CA) rbc sa ety Rracbces prior to perfo ming these functions Installers shall provide terhpora r SCSI. Unless noted of erwtse,top chord shall have proD.er% attached structural sheathing and bottom chord shall have a pro erlyaidceilinLocationssownforermanentlateralrestraintbfwebsshallhavbracininslalledperBCSIsections $3, B7 or 910, fie Appy Dlales to ach face oftruss and position as shown above and on tI a Joint9Details, unless noted otherwise. Refer to60A•Z for standard pate positions. a division of 11-1 1, or for r acceptance any sructure not www alpineitw com, TPI: www his drewin arf failure to build the on this dr wiX9 or cover pagge Le , des••gn shown. The su bihty ALPINEA MlII1V:yMM1fI 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 Job Number. N3630988 Ply. 1 SEQN. 42759 / T73 / SY42 Cust R R8975 JRef 1 W9T89750063 FLORIDA TEEN BUILDERS Qty 1 FROKHMT DrwNo' 093 18.1052.07158 Truss Label. FT10G KD / WHK 04/03/2018 Loading Criteria (psr) TCLL: 40.00 TCDL: 10.00 BCLL. 0.00 BCDL 5.00 Des Ld. 55.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration, 1 00 Spacing 24 0 " Wind Criteria Wind Std: NA Speed NA mph Enclosure: NA Category: NA EXP: NA Mean Height: NA R TCDL: NA psf BCDL NA psf MWFRS Parallel Dist NA C&C Dist a NA R Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC' From 4 plf at 0.00 to 4 plf at 4.00 BC: From 10 plf at 0.00 to 10 plf at 4.00 TC, 804 Ib Conc. Load at 0. 15, 0.34, 2.15 Additional Notes Truss must be installed as shown with top chord up. i 17'8 2'4"7+ 311 15 - r 17"8 8"15 17'8 1'3"12 --{ f3•1 1.3..12 --j I- 3'1 11"15 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct. NA CAT: W PL NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code I Misc Criteria Bldg Code: FBC 6th.ed 201 TPI Sid, 2014 Rep Factors Used Yes FT/RT 12(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL)- 0.023 C 999 360 VERT(TL) 0.042 C 999 240 HORZ(LL)' -0.009 D - HORZ(TL)- 0.013 D Creep Factor 2 0 Max TC CSI. 0.860 Max BC CSI 0.319 Max Web CSI: 0.384 VIEW Ver 17.02.01A.1115.21 s 01 Net J 77[[ • ATE I'. c ••: c, 0RVOP' 046' 0 278",ONAI- EN,1'' 04/03/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W H 2008 /- /- /- /- /4.0 E 505 /- /- /- /- H Min Brg Width Req = 1.5 E Min Brg Width Req = - Bearing H is a rigid surface Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens. Comp A -B 0 -416 C -D 0 -415 B - C 0 -438 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. G - F 438 0 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. Webs Tens. Comp. A -H 0-2011 C -F 0 -475 A- G 692 0 F- D 597 0 G-13 0 -450 D- E 0 -468 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating h ndlin shippin installing_and bracing. Refer to and follow the latest edition of BCSI BuildingtSafetyInformation, byY TPI ana S CA) f r safety {ractices prior to peAo ming these functions Installers shall provide to porary r BCSI. Unless noted otherwise,top chord shall have pro a attached structural sheathing and bottom Chord shall ha' a propefl Vceilin ocations shown for permanent lateral restraint bf webs shall have braunp installed pfr BCI sections 03, V7 or Bt rVApployplatestoeachfaceoftrussandpositionasshownaboveandontheoinDetails, un ess noted otherwise. Refer to 60A -Z for standard plate positions. of any his drawing ap failure to build the on this drBwiXq or over pa e Le, design Shown. he suitabiflty ALPINENE N, rrw0 WY 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Gable Stud Reinforcement Detail ASCE 7-101 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Ur- 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Uri 140 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Ori 120 mmh Wind Sneed. 15' Nean Helnht. Pnrtlnlly Fnrine:ed. Fxn.Gure n. Kit = 1.00 S 2x4 Brace Gable Vertical Spacing Species I Grade No Braces t) 1x4 'L' Brace Group A Group B t) 2x4 'L' Brace (2) 2x4 'L' Brace Group A Group B Group A Group B 1) 2x6 'L' Brace (2) 2x6 L' Brace Group A Group B Group A Group B Qj J O Z, cu S P F H F a1 / N2 3' 10' 6' 7' 6' 10' 7' 9' 8' 1' 9' 3' 9' 7' 12' 2' 12' 8' 14' 0' 14' 0' 3 3' 8' 5' 9' 6' 2' 7' 8' 7' Il' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' Stud 3' 8' 5' 9' 6' 1' 7' 8' 7' Il' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' Standard 3' 8' 4' ll' 5' 3' 6' 7' 7' t' 8' 11' 9' 6' 10' 4' ll' 1' 14' 0' 14' 0' S P D F L ql 4' 0' 6' 8' 6' 11' 7' 10' 8' 2' 9' 4' 9' 8' 12' 4' 12' 9' 14' 0' 14' 0' p2 3' 10' 6' 7' 6' 10' 7' 9' 8' 1' 9' 3' 9' 7' 12' 2' 12' 8' 14' 0' 14' 0' a3 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' 10' ll' it, 8' 14' 0' l4' 0' Stud 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' 10' ll' it, 8' 14. 0' 14' 0' Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' 8' Il' 9' 8' 10' 4' 13' V 14' 0' U_MI E') Q1 LJ O S P F lJ FIl 2 4' 5' 7' 6' 7' 9' 8' l0' 9' 3' 0' 7' ll' 0' 13' 11' 14' 0' 14' 0' 14' 0' 3 4' 2' 7' V 7' 9' 8' 9' 9' V l0' 5' t0' l0' l3' 9' 14' 0 14' 0' 14' 0' Stud 4' 2' 7' l' 7' 6' 8' 9' 9' 1' 10' 5' 10' l0' 13' 9' 14' 0' 14' 0' 14' 0' Standard 4' 2' 6' V 6' 5' 8' l' 8' 8' 10' 5' to, t0' l2' 8' 13' 7' 14' 0' 14' 0' P D F L N1 4' 7' 7' 7' 7' ill 9' 0' 9' 4' 10' 8' ll' 1' l4' 0' 14' 0' 14' 0' 14' 0' 112 4' 5' 7' 6' 7' 9' 8' l0' 9' 3' 10' 7' It, 0' 13' 11' 14' 0' 14' 0' 14' 0' k3 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' to, 6' 10' ll' 13' 4' 14' 0' 14' 0' 14' U' Stud 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' 10' 6' 10' 11' 13' 4' 14' 0' 14' 0' 14' 0' Standard 4' 2' 5' 8' 6' 0' 7' 6' 8' 0' 10' 2' 10' 10' 11' 10' 12' 7' 14' 0' 14' 0' d LD X d U O Oj S P F H F kl / K2 4' 10' 8' 3' 8' 7' 9' 9' 10' 2' 10' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' k3 4' 7' 8' 2' 8' 5' 9' 8' 10' 0' Il' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' 7' 8' 2' 8' 5' 9' 8' l0' 0' ll' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4. 7' 7' 0' 7' 5' 9' 4' !0' 0' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' S P DFL dl 5' V e' 5' 8' 8' 9' II' 10' 3' it, 9' 12' 3' 14. 0' 14' 0' 14' 0' 14' 0' k2 4' 10' 8' 3' 8' 7' 9' 9' 10' 2' 11' 7' 12' V 14. 0' 14' 0' 14' 0' 14' 0' R3 4' 9' 7' 4- 7' 10' 9' 8' !0' l' 11' 7' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0- DFL Stud 4' 9' 7' 4' 1 7' 10' 9' 8' 1 10' V ll' 7' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 7' 6' 6' 1 6' 11' 8' 8' 1 9' 3' ll' 6' 12' 0' 13' 7' 14' 0' 14' 0' 14' 0' VAT OFi s' e., oR oP•' FSS10NAte 01 Bracing Group Species and Grades - Group Ai S nice -Pine -Fir Hem-FIr MI / 02 Standar-d02 1 Stud 03 Stud N3 Stondord Dou las Flr-Larch Southern Pine N3 N3 Stud Stud Standard Stondord Group Bi Hen -Fir Yt L Str M1 Do u Ins FIr-Larch Southern Plne Nl Nl N2 M2 1x4 Braces shall be SRB (Stress -Rated Board). efor 1x4 So. Phe use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values nay be used with these grades. Gable Truss Detail Notesl Wind Load deflection criterion Is L/240. Provide uplift connections for 75 plf over continuous bearing (5 psf TC Dead Load). Gable end supports land from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with 10d (0.128'x3.0' min) nafts. NE For (1) 'L' brace, space nous of 2' o.c. In 18' end zones and 4' o.c. between zones. lK)Wor (2) 'L' braces- space naps at 3' o.c. In 18' end zones and 6' o.c. between zones. L' bracing rust be a rininum of 80% of web nenber length. Gable Vertical Plate Sizes Vertical Len th No S Ice Less than 4' 0' 2x3 Greater than 4. 0', but 3%4 less than 11' 6' Greater then 11' 6' 4%4 Refer to common truss design for peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detoll. TOT, LD. 60 PSF MAX. SPACING 24.0' REF ASCE7-10-GABI6015 DATE 10/01/14 DRWG A16015ENC101014 About L able Truss Diagonal brace option - vertical vertical length may be 1AIdoubledwhendiagonall8' X brace Is used Connect L I diagonal brace for 6001 L• - I}- at each end Nax web Br ce total length Is l4'. 31E ill 2x6 N2 or dbetteerrdiagonal T1 t Vertical length shown braces single 8, in table above. 45 or double cut as shown) at L 1 upper end nu o Connect dingann at midpoint of vertical .eb. Refer to chart Ave V*SMG— READ Alm FOLLOV ALL fQIES ON TIOS WAV010 w6imITANTa Fue03/i THIS WAVIING M ALL mrtRACTIM IItdU=113 TIE DISfAIIl3M II Trusses requFf 0Im cin h fabricating, handing, shbpbq, InstalUp W brad p Mier allow the latfwt fdflan M 1CS1 (Hiding Cawponent Safety Inforvnatlon. by TPI and S1CAI for Is ty practlC 5 prior to perfor" thele fVnCMOns. Installers shall provide bracing per Unitas noted ot)ereble, top chord shall have properly ottedied strWtural shes and bo we have a property attached rids coling. Locations shown for pernanHlt Isteral rostraht of f shall tracing Installed per SI sections 13, 17 or 110, as applicable. Apply plates to each ooh e Oa Q [ of t" a and peSi don es shown above and on the Joint Details, wined noted otherwise. Nefer a dm kqs 160A -Z for standard pl.te posHbns. AM l,w lR,M,i vistonb,,aanyfo k" of M s conformanceft tAi„or hha d t—boing, Installation . rwdro os trusses. A sant an ties droebp a, cover page Usthp this srasbq, bdkates aooeptance of Professional 137231 FWapod% Oma er eerhp rtsool iltty solely des n clown The 10ty and use of Oft dosing 6ui1a1200 for vny laic b W fir Niidtp Desl9rrr per M61/TPI l Secth Maryland\ Hephts.\Mot 63043 For Pore hfornatbn see this Job's general rotes page and these sets snow 4.11110eswA t.4ons TPI- wins. stA S1CM ewe.sbairmfustryorV 9CC,—Accsafe VAT OFi s' e., oR oP•' FSS10NAte 01 Bracing Group Species and Grades - Group Ai S nice -Pine -Fir Hem-FIr MI / 02 Standar-d02 1 Stud 03 Stud N3 Stondord Dou las Flr-Larch Southern Pine N3 N3 Stud Stud Standard Stondord Group Bi Hen -Fir Yt L Str M1 Do u Ins FIr-Larch Southern Plne Nl Nl N2 M2 1x4 Braces shall be SRB (Stress -Rated Board). efor 1x4 So. Phe use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values nay be used with these grades. Gable Truss Detail Notesl Wind Load deflection criterion Is L/240. Provide uplift connections for 75 plf over continuous bearing (5 psf TC Dead Load). Gable end supports land from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with 10d (0.128'x3.0' min) nafts. NE For (1) 'L' brace, space nous of 2' o.c. In 18' end zones and 4' o.c. between zones. lK)Wor (2) 'L' braces- space naps at 3' o.c. In 18' end zones and 6' o.c. between zones. L' bracing rust be a rininum of 80% of web nenber length. Gable Vertical Plate Sizes Vertical Len th No S Ice Less than 4' 0' 2x3 Greater than 4. 0', but 3%4 less than 11' 6' Greater then 11' 6' 4%4 Refer to common truss design for peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detoll. TOT, LD. 60 PSF MAX. SPACING 24.0' REF ASCE7-10-GABI6015 DATE 10/01/14 DRWG A16015ENC101014 Gable Stud Reinforcement Detail ASCE 7-101 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Orr 140 NPH Vlnd Speed, 30' Mean Height, Partlally Enclosed, Exposure C, Kzt a 1.00 Orr 140 mph Vlnd Speed, 30' Mean Height, Enclosed, Exposure D, Kzt a 1.00 Orr 120 moh Vlnd Speed, 30' Mean Heloht, Partlally Enclosed, Exposure 0, Kzt a 1A0 S 2x4 Brace Gable Vertical Spacing Specles I Grade No Braces l) 1x4 'L' Brace Group A Group B 1) 2x4 'L' Brace Is (2) 2x4 'L' Brace Group A Group B Group A Group B 1) 2x6 'L' Brace (2) 2x6 'L' Brace Group A Group B Group A Group B J U O 11 U S P F IHlL F Ill / R2 3' 8' 6' 3' 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' 11' 7' 12' 0' 13' 9' 14' 0' a3 3' 6' 5' 5' 5' 9' 7' 2' 7' 7' 8' e' 9' 1' 11' 3' It, 11' 13' 7' 14' 0' Stud 3' 6' 5' 4' 5' B' 7' 2' 7' 7' 8' 8' 9' 1' 11' 2' It, 11' 13' 7' 14' 0' Standard 1 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' 8' 11' 9' 8' l0' 4' 13' 1' l4' 0' SP D F L MI 3' 10' 6' 4' 6' 7' 7' 6' 7' 9' 8' 11' 9' 3' I1' 9' 12' 2' 13' 11' 14' 0' M2 3' 8' 6' l' 6' 6' 7' 5' 7' 8' e' 9' 9' 2' 11' 7' 12' 0' 13' 9' IV 0' b3 3' 7' 4' 10' 5' 2' 6' 5' 6' ll' 8. 9' 9. 1' l0' 1' 10' 10' 13' 8' la' 0• Stud 3' 7' 4' 10' 5' 2' 6' 5- 6' 11' e' 9' 9' 1' 10' is l0' 10• 13' 8' 14' 0' Standard 3' 3' 4' 3' 4' 7' 5' 8' 6' V 7' 9' 8' 3' 8' 11' 9' 7' 12' 2' 13' 0' U al U O S P F 1 lI FI 111 / M2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' 10' 1' 10' 6' 13' 3' 13' 9' 14' 0' l4' 0' 13 4' 0' 6' 7' 7' 5- 8' 4' 8' 8' 9' 11' 10' 4' 13' V 13' 7' 14' 0' 14' 0- Stud 4' 0' 6' 7' 7' 0' 8' 4' 8' B. 9' 11' 10' 4' 13' 1' 13' 7' 14' 0' l4' 0' Standard 4' 0' 5' 8• 6' 0' 7' 6' 8' 0' 9' 11' 10' 4' It, l0' 12' 8' 14' 0' 14' 0' P DF L 11 4' 5' 7' 3' 7' 6' 8' 7' 8' 11' 10' 2' 10' 7' 13' 5' 13' 11' 14' 0' 14' 0' 12 4' 2' 7' 2' 7' 5' e' 5' 8' 9' 10' 1' 10' 6' 13' 3' 13' 9' 14' 0' 14' 0' 3 4' Is 5' 11' 6' 4' 7' 11' 8' 5' 10' 0' 10' 5' 12' 5' 13' 3' 14' 0' 14' 0' Stud 4' V 5' 11' 6' 4• 7' Il' 8' 5' 10' 01 10' 5' 12' 5' 13' 3' 14' 0' 14. 0' Standard 4' 0' 5' 3' 5' 7- 7' 0' 7' 6' 9' 5' 10' 2' It, 0' 11' 9' 14' 0' 14' 0' 15 d LJ X d U O w S P F ufl F R1 / N2 4' 8- 7' ll' 8' 2' 9' 4' 9' 8' 10' 1' I1' 6' 14' 0' 14' 0' 14' 0' 14' 0' 3 4' 5' 7' 7' 8' is 9' 2' 9' 6' 10' it, ll' 5' 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' 5' 7' 7' 8' l' 9' 2' 9' 6' l0' it, 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 5' 6' 6' 6' ll' 8' 8' 9' 3' l0' 1l' ll' 5' 13' 7' 14' 0' 14' 0' 14' 0' P D F LStud Rl 4' LO' 8' 0' 8' 3' 9' 5' 9' 9' 11' 2' 11' 8' 14' 0' 14' 0' 14' 0' 14' 0' 12 4' 8' 7' its8' 2' 1 9' 4• 9' e' 11' 1' ll' 6' 14' 0' 14' 0' 14' 0' 14' 0' 13 4' 6' 1 6' l0' 7' 3' 1 9' 1' 9' 7' ll' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' 4' 6' 1 6' l0' 1 7' 3' 1 9' 1' 1 9' 7' 1 ll' 0- ll' 6' 1 14' 0' 14' 0' 14' 0' 1.4' 0' Standard 4' 5' 1 6' is 1 6' 5' 1 8' Is I 8' 7' 1 10' Its 11' 5' 1 12' 8' 13' 7' 14' 0' l4' 0 - Bracing Group Species and Grades, Group A, race -Pine -Fir Hen -Fir 1l / N2Standard 1 02 1 Stud i3 Stud 03 Standard Doll las Flr-Lorch Southern Plneww 03 N3 Stud Stud Standard Standard Group B, Hen -Fir NI L Btr NI Do" u los Flr-Larch Southern Pine Nl NI M2 N2 lx4 Braces shall be SRB (Stress -Rated Board). For 1x4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these grades. Gable Truss Detail Notes, Wind Load deflection criterion Is L/240. Provide uplift connections for 135 plf over continuous bearing (5 psf TC Dead Load). Goble end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. Y_ tL Attach 'L' braces with lOd (0.128'x3.0' nIn) nalts. AbouableTruss iK For (1) 'L' braces space nalts at 2' o.c. In 18' end zones and 4' ac. between zones. Diagonal brace options N(Wor (2) 'L' braces, space naps at 3' o.c. In l8' end zones and 6' ac. between zones. vertical length any be T doubled when diagonal 18' iii 'L' bracing must be a rdnlnum of 60% of web brace Is used Connect L fmember length. diagonal brace for 6901 at each end. Max web Brice Gable Vertical Plate Sizes total length Is l4'. 1111// Vertical len tin No Ice 2x6 OF -L 12 or T Less than 4' 0' 2x4 better diagonal 1 + Greater than 4' 0', but 4X4 Vertical length shownK45* brace$ single 8• • ••• less than 12' 0' In table above.or double cut ns shown) at L 1 •• • Refer to common truss design for upper end J-11171JULJ peak, splice, and heel plates. pus rin0 Refer to the Building Designer for conditions Connect dagona at • not addressed by this detail. midpoint of vertical web. Refer to chart a ve IF e e gt4 VARPIDI IN READ Milo FOUAV ALL my= a TM D"We _ REF ASCE7-10-GAB16030asypanM(Ta FYNOS)1 Ms WAVOG TO ALL mnRACTM DCUMM TIE UWALLIOM It•VATjr Trusses ramie •trews care h fobrlcatMy handlnp, shppbp. Instal b p and Refr 1 ja fano. the latest e@•an of KSI (Mwdhg Caipmrnt safety Inforwatlon. by 7P1 and S1Gt) far ety • • DATE 10/01/14 praeticee prior to perfrr+w vrn hshetlorhs. Irhsta0ere whoa provide t.wParary traoDny pert • E DRWG A16030ENC101014blessratedotlerwhe, tap chord shall hew properly etgcMd struchral deealh,, and bettewslw w, shall haw a properly attached rVW calling. Locations shown for parwanent lateral restraht o/ shag have brvcY p Mated per 1 sections 33, 17 r 310, as applicable. Apply platas ce tech e j Q O a/ truss and position as shown above and an the Joint Detels, usess noted ather.lse. . •. .• O Refer to droaYps 16GA-2 for standard pate posilloe. I • AAAAAA--- O • Alpine, a dMslon of ITV 1rldYa Cogonents Gra Lac. shell rot be respenslhle fr any deviation , •••. OR` ••-` ', AN fiW CAMMNY eines dra.hg, any fdu a to Wild the truss h an rmnee v"h AM/TPI L r fr tindha sh}phg, •e•••+s•ee Installation a braarsp of trusses. p TOT. LD. 60 PSF louscr of 13723\ Rrverpon\ Oma Anal an thio drawbq r cover pagehlitshamHebandtibdrasb I / 0 wlpYwar' =." edgily fr y Suls\ 200 Ir arty strucOreZ=."Le" respendeFlty M tM ioiding Des(grar par M61/IPt 1 Sect U N A Maryland\ Herghis.\MO\63043 Fr ere hfaration awe this Job's general notes n wabPageandtheSHOP qiq qtt MAX. SPACING 24.0' ALPOO} w...alpheltweaw$ TPI, ..w.tonstergl SOCA, ww.,sbdndustrqrg$ ICG wwwicesaftA Gable Stud Reinforcement Detail ASCE 7-101 180 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or, 160 mph Vind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or, 160 mph Vind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 13rr 140 mah Vind Sneed. 15' Mann Helnht. Partially Fnrinted. Fxnnaurp n_ Kit = l.nn S 2x4 Brace Gable Vertical pacing I Species Grade No Braces 1) 1x4 'L' Brace Group A Group B 1) 2x4 'L' Brace (2) 2x4 'L' Brace no Group A Group B Group A Group B 1) 2x6 'L' Brace (2) 2x6 'L' Brace no Group A Group B Group A Group B J U N S P r HF pl / 02 3' 6' 6' 0' 6' 3' 7' 1' 7' 4' 8' 5' 8' 9' IF 1' 11' 7' 13' 3' 13' 9' p3 3' 4' 5' V 5' 5' 6' 9' 7' 3' 8' 4' 8' 8' 10' 7' 11' 4' 13' V 13' 7' Stud 3' 4' 5' 0' 5' 4' 6' 9' 7' 2' 8' 4' 8' 8' 10' 6' ll' 3' 13' V 13' 7' Standard SP DFL 3' 8' 6' V 6' 4' 7' 2' 7' 5' 8' 6' 8' 0' 1' 3' Il' 8' 13' 4' 13' 1' p2 3' 6' 5' 9' 6' 2' 7' 1' 7' 4' 8' 5' e' 9' 11' l' ll' 7' 13' 3' 13' 9' 3 3' 5' 4' 7' 4' 10' 6' V 6' 6' 8' 2' 8' 9' 9' 6' 10' 2' 12' 11' 13 8' Stud 3' 5' 4' 7' 4' 10' 6' V 6' 6' 8' 2' 8' 9' 9' 6' 10' 2' 12' ll' 13' 8' Stnndnrd 3' l' 4' 0' 4' 3' 5' 4' 5' 9' 7' 3' 7' 9' 8' 5' 9' 0' ll' 5' 12'--3' U U O S P F 1J CH Ol / #2 4' 0' 6' l0' 7' 2' 8' 1' e' 5' 9' 8' 0' 1' 12' 9' 13' 3' 14' 0' 14' 0' 113 3'10' 6' 2' 7' 2' 8' 0' 8' 4' 9' 7' 9' It, 12' 7' 13' V 14' 0' 14' 0' Stud 3' 10' 6' 2' 6' 7' 8' 0' 8' 4' 9' 7' 9' It, 12' 7' 13' V 14' 0' 14' 0' Stnndn4rd3' l0' 5' ' 5' 8' 7' 1' 7' 7' 9' 7' 9' It, It, 1' it, it, 14' 0' 14. 0' S P D P L kl 4' 3' 7' 0' 7' 3' 8' 3' 8' 6' 9' 9' 10' 2' 12' ll' 13' 5' 14' 0' 14' 0' 112 4' 0' 6' 10' 7' 2' 8' 1' 8' 5' 9' 8' to, 1' 12' 9' 13' 3' 14' 0' 141-67-- 4'0' k3033' Il' 5' 7' 5' ll' 7' 5' 7' 11' 9' 7' l0' 0' it, 8' 12' 6' 14' 0' 14' 0' Stud 3' 11' 5' 7' 5' 1l' 7' 5' 7' 11' 9' 7' l0' 0' it, B' 12' 6' 14' 0' 14' 0' Standard 3' 9' 4' 11' 5' 3' 6' 7' 7' 0' 8' 11' 9' 6' 10' 4' 11' 1' 14' 0' 14' 0' C5 L7 X C5 cL U O I S P F LJ PIl R1 / R2 4' 5' 7' 7' 7' 10' 8' ll' 9' 3' 9' 8' it, 1' 14' 0' 14' 0' 14' 0' 14' 0' 3 4' 3' 7' 2' 7' 7' 8' 10' 9' 2' 10' 6' l0' I1' 13' 10' 14' 0' 14' 0' 14' 0' Stud 4' 3' 7' V 7' 7' 8' 10' 9' 2' 10' 6' 10' 11' 13' l0' 14' 0' 14' 0' 14' 0' Standard 4' 3' 6' 2' 6' 6' 8' 2' 8' 9' 10' 6' 10' it, 12' l0' 13' 9' 14' 0' 14' 0' S P D F L MI 4' 8' 7' 8' 7' Il' 9' 0' 9' 5' 10' 9' It, 2' l4' 0' 14' 0' 14' 0' 14' 0' 2 4' 5' 7' 7' 7' 10' 8' it, 9' 3' 10' 8' it, 1' 14' 0' 14' 0' 14' 0' 14' 0' 3 4' 4' 6' 5 6' 10' 8' 7' 9' 12' 1 10' 7' 11' 0' 13' 5' 1 14. 0' 14' 0' 14' 0' 4' 4' 6' 5' 6' 10' 8' 7' 9' 12' 10' 71 ll' 0' 13' 5' 014' ' 14' 0' 14' 0' StStud nndnrd 4' 3' 5' 8' 6' V 7' 7' 8' 1' 10' 3' 10' I1' ll' 11' 12' 9' 14' 0' 14' 0' aynn Abouts able Truss Diagonal brace optkwv vertical length nay beT doubled when diagonal Ili' 31KbraceIsused. Connect I diagonal brace for 7750 L at each end Max web Br Ce total length Is 14'. 2x6 DF -L 02 or Tbetterdiagonal I + ! Vertical length shown braces single In table above. or double cut 8' • • 45' (as shown) a t L 1 upper end. • e "d Connect dlagono at 4"ous orinp midpoint of vertical web Refer to chart a ve Fir le MVA1NID@s WAD Atm FOLLOW ILL MM THS DRAVDO • oDPMTAMFts FUea3HH THIS DRAVDI6 TO ALL CONTRACTORS DCLUM10 TK D=AUMM • Trusses real-* extreme care In febrIcatYq, haMWo d pY p, Mtala+p artl bradso Rfffr ! IIr false. the latest "Mon of KSI (luldng CO wwwoIt Sasfty T eTatlan, by TPl a1W SFCA1 far ftY • Practices Prior to parfornh• these functions. Installers shoo Provide per L • ti"ess notal other.lse, top Ohald shag have property attaehad dtm,cbwvl sh" ud batt IIs ATEshallNeveaproperlyattachedMpgceShp. Looatlns .foam fr pennenent lateral restraYht shsu have brach• Install" per g saeflens N9. N7 s NO,es apolcetlt App1Y dates to each f 0 1 of truss and hapositionasd.n above and on the Joint Details, hnlep rated etMrMse. • Q Refer to drawhps I60A-z for staMeM date i I P Alpbhe, a dvbin of ITV "*V eagxnents Crap Ghe shall not be rfapwuMe for any Mvlatbn A ` OR` . e( ANI AtMMP1Y tlds 4 sYng, 46 f4 nrre tto Is" the Wss In eonfornact with ANSI/fPI L er for fhoraAlhy shbpYq (1i ••N•-e•p installae A seal an ehts fan er over Pape Ustlhp this drawl,, Ihdlcatfs aeeepttmor of pro/esslswl 4 V 1111 13723\PoverPxt\Osive en YhafrbhD re e lq selely far W a h Gown Te. a/baWty and use a tib bvnrihp ly V,O I A Sults\ 200 Ir any store i b the rtsponstlmy a tis Nh/dlhD cosine-* per ANSf/IPI I Seca I 1 r M Maryland\ Heights.\MO%63043 Fr are lmsr w tion set this Job's 9 n 1. mels paq arM these web also ALPIK, wwMlp/Mltw.Conl TPI, www. stArpl SSCAo ... str ICO w..hesaff Bracing Group Species and Grades) Group AI S race -Pine -Fl, Hen -fir NI / 02 lstanjorjQ 02 1 Stud N3 Stud 03 Stnndnrd Dau las Fir -Larch Southern Plne s 03 is Stud Stud Standard Standard Group Bl Hen -Fir Nl t Btr NI Dou los FIr-Larch Southern Pine ww NI Nl N2 N2 Ix4 Braces shall be SRB (Stress -Rated Board). For 1x4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values na be used with these grades. Gable Truss Detail Notes: Vind Load deflection criterion Is L/240. Provide uplift connections for 100 plf over continuous bearing (5 psf TC Dead Load). Gable end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with 10d (0.128'x3.0' min) nalls. X For (1) 'L' brace, space malls at 2' o.c. In 18' end zones and 4' o.c. between zones. 3K)Wor (2) 'L' braces. space malls at 3' o.c. In 18' end zones and 6' o.c. between zones. L' bracing must be a minimum of 80% of web member length. Gable vertical Plate Sizes Vertical len thNo Splice Less thou 4. 0' 2x3 Greater than V 0', but 4x4 less than Refer to common truss design for peak, splice, and heel plates. Refer to the Md" Designer for conditions not addressed by this detall. TOT. LD. 60 PSF SPACING 24.0' F ASCE7-10-GAB18015 TE 10/01/14 WG A18015ENC101014 CLR Reinforcing Member Substitution T -Reinforcement This detaltIs to be used when n Continuous Lateral Restraint (CLR) or T-Relnf. Is specified on n truss design but an alternative web i_-R21nfOrcement: or reinforcement method Is desired. L-Relnf. Notes: This detail Is only applicable for changing the specified CLR shown on single ply sealed designs to T -reinforcement or L-reinforecement or scab reinforcement. Alternative reinforcement specified In chart below may be conservative. For minimum alternative reinforcement, re -run design with appropriate reinforcement type. Web Member Specified CLR Alternative Relnforecement Size Restraint T- or L- Relnf. Scab Relnf. 2x3 or 2x4 1 row 2x4 1-2x4 20 or 2x4 2 rows 2x6 2-2x4 2x6 1 row 2x4 1-2x6 2x6 2 rows 2x6 2-2x4(310 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6(W T -reinforcement, L -reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's sealed design. 010 Center scab on wide face of web. Apply (1) scab to each Face of web. Apply to either side of web narrow face. Attach with 10d (0.128'x3.0',min) nalls at 6' o.c. Reinforcing member Is a minimum 807 of web member length. Scab Reinforcement: Apply scab(s) to wide face of web. No more than (1) scab per face. Attach with 10d (0.128'x3.0',min) nails at 6' o.c. Reinforcing member Is a minimum 807 of web member length, t. ji& vp.w Scab Is wLOMM TI Run Ivm MAL C h ACT a TM WAVROTH iC*L3 PSFroparrrrt.v Farnayl Thos arrtvnc ro wi CDIIRACTOIK maunutt: Tic RaTKuxs _7CTrussesnNre *•trent car* II fabrlcathp, handing, shpI np Insft end Gro Referele* tM *test eawah of RCSI <kalp Cowporewt Safety In/or.atwny Tv[ ana°iriul .er .ty • C D PSFVAT REF CLR Subst. DATE 10/01/14 practices prlor t0 perferl b these functions. Installers shall provide tfnWarY brad. per I.*+less noted otherwise, top chord shall have properly attached strlCewl shea 4 ab b E PSF BRCLBSUB1014 d O shall have a properly attli&Uvd er HodWSI selting. ctio Locations;33,87o shoe. For pecalA.. ply O testtoYe ofshalthaveab— cingprop wetattd sew I sections s3, or seg, as applicable. apply pates to each • en as shown abew ab on the Jolnt Oetass, unless noted otherwise. ' • PSFoftrussane•°sltlposhttwnsforstand" s tWa Refer DRWG shade. otBMN is Group Inc shag not he r*sponab4 for am de\bebn f /. f- a Z O ••• LD. PSFeetltlO` AN RIN COMPANY drawing, any fes** to build the truss In cahrorronce .M M6VRI I or ror "s' shppEny • ('_\ arpod\give A seInstalladals drraawq mss. page Usth Mb i*wYp, Y k tee s_mptence of hrofesdael e v DUR. FAC. r'aspeWhtY solely hh' • VaV 91; M6(/TPI sect y" yNA \ Ior airy strath.* b WtSae\200 Msryeldl Meighls,\MO\83013 a For wee Yhrerwatlen see this sr gaeral rolls page aha Mese web sPoev W(1{{U%; W SPACINGfLP11E• seMIpIM1awG0111 TP4 ewe.tpinstq SiCN *weabdrtlusb 1 ICG sewlCWFt Is T Relnfo Menk Go Tr Galole Detail For Let -in VPrtirnlq Gable Truss Plate Sizes Tropriate Alpine gable detail for sizes for vertical studs. Engineered truss design for peak, b, and heel plates. vertical plates overtop, use a te that covers the total area of lopped plates to span the web. R1 2X4 2X42X8 rrovlde connections for uplift specified on the engineered truss design. Attach each 'T' reinforcing member with End Driven Halts - 10d Common (0.148'x 3.',min) Neils at 4' o.c. plus 4) naps In the top and bottom chords. Toenalled Halts. IOd Common (0.148'x3',min) Toenalls at 4' o.c. plus 4) toenalls In the top and bottom chords. This detail to be used with the appropriate Alpine gable detail for ASCE wind load. ASCE 7-05 Gable Detall Drawings A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 ASCE 7-10 Gable Detall Drawings A11515ENC101014, A12015ENCIOL014, A14015ENC101014, A16015ENC1O1014, A18015ENCIOL014, A20015ENC101014, A20015END101014, A20015 AI1530ENCI01014, A12030ENC101014, A14030ENC101014, A18030ENCIO1014, A20030ENCI01014, A20030ENDIOI 0 S11515ENC100815, S12015ENCL00815, S14015ENC1 t S18015ENCI00815, S20015ENCIO0815, S20015E 4p16* l61• S11530ENC100815, S12030ENCIOO815, S1403O 6 S18030ENC100815, S20030ENC100815, 5200 NO 7OPEDI 08 JY See appropriate Alpine gable detail for T' Reinforcement Attachment Detail T' Reinforcing 'T' Reinforcing Member Member Toe -nett - Or - End -Hatt To convert from 'L' to 'T' reinforcing members, nultlply 'T' Increase by length (based on appropriate Alpine gable detail). Maximum allowable 'T' reinforced gable vertical length Is 14' from top to bottom chord. T' reinforcing member material must match size, specie, and grade of the 'L' reinforcing member. eb Length Increase w/ 'T' Brace T' Relnf. 'T' Mbr. Size Increase 2x4 30 Example. 2x6 20 Z ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Gable Vertical = 24'o.c. SP 13 T' Reinforcing Member Size = 2x4 T' Brace Increase (From Above) = 307 = 1.30 t) 2x4 'L' Brace Length = 8' 7' Maximum 'T' Reinforced Gable Vertical Length 1.30 x 8' 7' = ll' 2' w"mm'm Rfitl AMD FOLLOWAL ALL IQTES a TMIS llbwnla * (/ *' i _ aneatrAMTo flslaal ras uuvnc Tg ALL ALL ON no WA TME n6TALLfRS Trusses require extreme care In fabricating, handling, shipping, Installing and braaq Rater a^d a REF LET -IN VERT follow pe latest edition of KS1 (luldbg Co ponent Safety Infornatlon, by TPI and S1CA) far eh • to A these functions. Installers ATE i• DATE IO/OI/I4 DRWG GBLLETIN1014 proctic•s prior perfo, C shall provide tanim ry bra per • Unlep mated otherwise, top clerd shall have properly attached struclral sheatswng and • e O shall haw a properly attached Ned celbg, Locations shown for pernaant lateral rests t of a ••1 shall haw bradg Installed per iCSI sections 33, 97 or 110, as applicable. Apply polies W wch • • //// d O Refeeto d rowsgs 160A_Z far standardshownplplattee positions. the J0h- Oetals. urdesa mated otheMae. A_ % f•` OQ,O • `!al f•F eewome`••• AN nWCJON AWIe, a dhlsbn of ITV *Adima Components Inc. shall not be responsmle for an deviation f wa da..InC. any failure to bead the truss In conformance dth ANSI/TPI 1, or far ha„dli,g sh4pbw i/y ss ONA` Installation l bracYg of trusses. \_ vQy MAX. TOT. LD. 60 PSF 13723\Rnverpon\omver Sude%20o A seal on this drawbg or cawr page Ustbg this draAg, Indicates acceptance of profesabal f The er wW 1 i A1 t1fU1g1IUtltt DUR. FAC. ANYf' a `tr`it`e a 0 278 Maryland\ Heights,\MO\63043 for more information see this Job's general notes page and trap web Otey 04/03/2018 ALP110 www.alplaKvconl TPI, w r S10% www.mdndustr .orgl ICG wwwAssafe.org MAX. SPACING 24.0' Nail Type Duo -Fast CS157 1.5' x 0.105' Smooth Shank Coil Nail Material Connector Plates Substitution SP, DF -L, HF, SPF Alpine 20 -gage Wave 1 Nall replaces 2 teeth SG >= 0.42) Alpine 20 -gage H 1 Nall replaces 2 teeth Alpine 18 -gage S 1 Nall replaces 2 teeth Nail Type 0.131' x 1.5' Box or Gun Nail Material SP, DF -L, HF, SPF SG >= 0.42) Connector Plates Alpine 20 -gage Wave Alpine 20 -gage H Alpine 18 -gage S Substitution 1 Nall replaces 3 teeth 1 Nall replaces 3 teeth 1 Nall replaces 3 teeth Nails shall be driven through connector plate having shortage of required effective teeth. Nails may be driven through connector plate on each face of joint If each plate has a shortage of required effective teeth. Nails shall be fully embedded Into wood areas free of defects. This detail is applicable only on joints where the connector plate has been offset no more than 1/2' from the design position shown on the truss design drawing. This detail is applicable for trusses with lumber oriented vertically (2x-) and trusses with lumber oriented horizontally Qx2 and 4x2). Line Typical Joint Configurations. ThIsFeWl 'AM s T `may t I*nfiguration. This Detail Is A pplicable Only On int • he e T ec r Pt a Has Been Offset No MorepThan 1/2' From a D of w 0(,i Th Truss Design Drawing. eeeVAigm01011ws MAD NO FOLLOV ALL W= ON TIM MAVM X • : * - REF NAIL REINFORCEMENTDfMtMffaFlSSm71TISOGVg6TOMLC014MC101MDVAMfOTIEVaTMLM ' • fruss•s r•pusr •.tree• car• 1. fabrlc•tbg, handling. shlppbq, InstalOn and bro a•fw • • folio. the latest ealelon of tCS[ <luldl.g Opponent s.i•ty Inforwetlon, iy 1PI .nd s° > ler so ty • • DATE 10/01/14 practic.s p lo, to pwfw b thew funCtlonw. Installers shoU protide terporory braeY O per : AT • lbsess noted otherwbe, top drpti shall have properly attached structiral sM•ehYra ud battae Q DRWG REPPLTNL1014weshallhaveaproperlyattachedrlddcelrrp, locations shown for perateralpermanent lrestraYrt of • shau have brocbq butalled per SCSI sectlons 13, 87 air SIO, as applkabl.. Appy plates to each IF • j C O R i•r los andtiro IonA Z fpr st•MeN andPlaa the Joint Brisk, urless noted oVwraW. , •+ Z ` • a; d Alpbv, a of ITV MOM Corponents Group Inc shall not be "wonsh" for •n""Y devlatbn , '•O• ry 1P1 f1W MIp1P1Y this dr weft, any failure to build the tmss In confarwance with ANSI/Ml 4 or for hand up shpq+y5.1-S •gall• li-tst.6.tb„. bro of trvsw.., VIUMAILE A reel an this 6rowbq s cav a pep. ustbV this*a dr•whe Indicates •capteno a1 prel•carpral I 13723\tbverpon\Ome er eerlr p r or lty salNy far tM d••th adds. Dr sufbelow W use M Vis afa ep Suite\ 200 f°r- eery• sZvcYs e b lir rwp°^srllq' of the Mip Drsl er per Mm/IPI 1 Serf Maryland\ HetOhls,\MO\63043 For wore brforwofbn sw thb Job's general notes pap. ab thew web sroea {1{ ALPgEr ww.•1pbMt•tanl TP4 ewe SSFM m.ab6rdu l ICO wvJccsafe a NAIL REINFORCEMENT FOR PLATE DETAIL This detail may be used when the required number of Nails shall be driven through solid steel at a distance no connector teeth in a truss member exceeds the actual closer that 1 Inch to the joint line. Nails may also be driven number of teeth in the given member. Nails may be driven through the tooth slots, but shall be located at the end of through the connector plate(s) in truss members using the the slot farthest from the joint line. nail type specified below to Increase the lateral resistance of the connector plate(s) having a shortage of required Use a maximum of 2 nails per square inch of plate area. effective teeth. Nail Type Duo -Fast CS157 1.5' x 0.105' Smooth Shank Coil Nail Material Connector Plates Substitution SP, DF -L, HF, SPF Alpine 20 -gage Wave 1 Nall replaces 2 teeth SG >= 0.42) Alpine 20 -gage H 1 Nall replaces 2 teeth Alpine 18 -gage S 1 Nall replaces 2 teeth Nail Type 0.131' x 1.5' Box or Gun Nail Material SP, DF -L, HF, SPF SG >= 0.42) Connector Plates Alpine 20 -gage Wave Alpine 20 -gage H Alpine 18 -gage S Substitution 1 Nall replaces 3 teeth 1 Nall replaces 3 teeth 1 Nall replaces 3 teeth Nails shall be driven through connector plate having shortage of required effective teeth. Nails may be driven through connector plate on each face of joint If each plate has a shortage of required effective teeth. Nails shall be fully embedded Into wood areas free of defects. This detail is applicable only on joints where the connector plate has been offset no more than 1/2' from the design position shown on the truss design drawing. This detail is applicable for trusses with lumber oriented vertically (2x-) and trusses with lumber oriented horizontally Qx2 and 4x2). Line Typical Joint Configurations. ThIsFeWl 'AM s T `may t I*nfiguration. This Detail Is A pplicable Only On int • he e T ec r Pt a Has Been Offset No MorepThan 1/2' From a D of w 0(,i Th Truss Design Drawing. eeeVAigm01011ws MAD NO FOLLOV ALL W= ON TIM MAVM X • : * - REF NAIL REINFORCEMENTDfMtMffaFlSSm71TISOGVg6TOMLC014MC101MDVAMfOTIEVaTMLM ' • fruss•s r•pusr •.tree• car• 1. fabrlc•tbg, handling. shlppbq, InstalOn and bro a•fw • • folio. the latest ealelon of tCS[ <luldl.g Opponent s.i•ty Inforwetlon, iy 1PI .nd s° > ler so ty • • DATE 10/01/14 practic.s p lo, to pwfw b thew funCtlonw. Installers shoU protide terporory braeY O per : AT • lbsess noted otherwbe, top drpti shall have properly attached structiral sM•ehYra ud battae Q DRWG REPPLTNL1014weshallhaveaproperlyattachedrlddcelrrp, locations shown for perateralpermanent lrestraYrt of • shau have brocbq butalled per SCSI sectlons 13, 87 air SIO, as applkabl.. Appy plates to each IF • j C O R i•r los andtiro IonA Z fpr st•MeN and Plaa the Joint Brisk, urless noted oVwraW. , •+ Z ` • a; d Alpbv, a of ITV MOM Corponents Group Inc shall not be "wonsh" for •n""Y devlatbn , '•O• ry 1P1 f1W MIp1P1Y this dr weft, any failure to build the tmss In confarwance with ANSI/Ml 4 or for hand up shpq+y5.1-S •gall• li-tst.6.tb„. bro of trvsw.., VIUMAILE A reel an this 6rowbq s cav a pep. ustbV this*a dr•whe Indicates •capteno a1 prel•carpral I 13723\tbverpon\Ome er eerlr p r or lty salNy far tM d••th adds. Dr sufbelow W use M Vis afa ep Suite\ 200 f°r- eery• sZvcYs e b lir rwp°^srllq' of the Mip Drsl er per Mm/IPI 1 Serf Maryland\ HetOhls,\MO\63043 For wore brforwofbn sw thb Job's general notes pap. ab thew web sroea {1{ ALPgEr ww.•1pbMt•tanl TP4 ewe SSFM m.ab6rdu l ICO wvJccsafe a Gable Stud Reinforcement Detail for Stucco Cladding ASCE 7-10: 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or, 1140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C. Kzt = 1.00 Or- 1140 mph Vlnd Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Orr 120 moh Vlnd Speed. 115' Mean Heicht. Partlally Enclosed. Exoosure D. Kzt = 1.00 S 2x4 Brace Gable Vertical Spacing Species Grade No Braces 1) 11x4 'L' Brace Group A Group B 1) 2x4 'L' Brace (2) 2x4 'L' Brace Group A Group B Group A Group B 1) 2x6 'L' Brace (2) 2x6 'L' Brace no Group A Group B Group A Group B 0) J U of SPF H F al / x2 3' 4' 5' 9' 5' 11' 6' 9' 7' 0' 8' 1' 8' 5' 10' 7' 11' 0' 12' 8' 13' 2' a3 3' 2' 5' 8' 5' 10' 6' 8' 6' 11' 8' 0' 8' 4' 10' 6' 10' 11' 12' 6' 13' 0' Stud 3' 2' 5' 8' 5' 10' 6' 8' 6' ll' 8' 0' 8' 4' 10' 6' 10' 11' 12' 6' 13' 0' Standard 1 3' 2' 1 4' 11' 5' 3' 1 6' 7' 6' 11' 8' 0' 8' 4' 10' 4' 10' 11' 12' 6' 13' 0' SP DFL 11111 3' 6' 5' 10' 6' 0' 6' 10' 7' 1' 8' 2' 8' 6' 10' 9' 11' 2' 12' 9' 13' 3' a2 3' 4' 5' 9' 5' 11' 6' 9' 7' 0' 8' 1' 8' 5' 10' 7' 11' 0' 12' 8' 13' 2' a3 3' 3' 5' 3' 5' 7' 6' 9' 7' 0' 8' 0' 8' 4' 10' 7' 11' 0' 12' 7' 13' 1' Stud 3' 3' 5' 3' 5' 7' 6' 9' 7' 0' 8' 0' 8' 4' 10' 7' 11' 0' 12' 7' 13' 1' Standard 3' 2' 4' 7' 4' 11' 6' 2' 6' 7' 8' 0' 8' 4' 9' 8' 10' 4' 12' 6' 13' 0' U w QJ U 0 S P F HF a1 / B2 3' 10' 6' 7' 6' 10' 7' 9' 8' 1' 9' 3' 9' 7' 112' 2' 12' 8' 14' 0' 14' 0' a3 3' 8' 6' 6' 6' 10' 7' 8' 7' It' 9' 1' 9' 6' 112' 0' 12' 6' 14' 0' 14' 0' Stud 3' 8' 6' 6' 6' 8' 7' 8' 7' it' 9' 1' 9' 6' 12' 0' 112' 6' 14' 0' 14' 0' Standard 3' 8' 6' 1' 6' 5' 7' 8' 7' It' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' S P DFL Ml I L 1 2 3 shown) at Stud Standard Q L7 X U DFL SPF H F N1 / p2 3• 7, 6• Connect dlagona at 7• midpoint of vertical web. 4' 1 01 7' 7' 4' Stud 4' ' 7' 1' 7' 5' 8' 5' 8' ' 10' 0' 110' 5'R13' 113' 9' 14' 0' 14' 0' Standard 4' 0' 7' 0' 7' 5' 8' 5' 8' 9' 10' 110' 5' 113' 9' 14' 0' 114' 0' 4' S' 7' 4' 7' 7' 8' 8' 0' 0' 0' 8' 4' 0' 4' 4' 0' N2 4, 3• 7' 3• 7' 6• 8, 6• 0' ' 7• 4 4' 0' N3 4' ' 7' 2' 7' 5' 8' 6' 8' 10' 0' 1' 110' 6' 13' 0' 4' 4' 0' Stud 4' 2' 7' 2' 7' S' 8' 6' 8' 10' 10' 1' 10' 6' 113' 10' 14' 0' 14' 0' Stan=d 4' 0' 6' 6' 6' 11' 8' 5' 8' 9' 10' 0' 10' 5' 13' 2' 13' 9'1 14' 0' 1 ATE y t•'••. C\PORO rete I sjoNA Bracing Group Species and Grades, Group Ai S race-Plne-Fir Hen-FIr NI / N2 Stnndnrd 4 2 Stud N3 Stud N3 Standard Dou las Fir -Larch Southern Plneas N3 03 Stud Stud Standard Standnrd Group Br Hen -Fir NIL Btr NI Dau Ins Flr-Larch Southern Pine NI NI N2 N2 11x4 Braces shall be SRB (Stress -Rated Board). For 1x4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these grades. Gable Truss Detail Notes, Vlnd Load deflection criterion Is L/360. Provide uplift connections for 75 plf over continuous bearing Ci psf TC Dead Load). Goble end supports load from 4' 0' outlookers with 2' 0' overhang, or 112' plywood overhang. Attach 'L' braces with IOd (0.128'0.0' min) naps. A For (1) 'L' brace- space nails at 2' o.c. In 118' end zones and 4' oc. between zones. K)Wor (2) 'L' braces, space marts at 3' oc. In 18' end zones and 6' ac. between zones. L' bracing must be a minimum of 80% of web menber length. Gable Vertical Plate Sizes Vertical Length No Splice Less than 4' 0' 2x3 Greater than 4' 0', but 3x4 less than ll' 6' Greater than II' 6' 4x4 Refer to common truss design for peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detaR. TOT. LD. 60 PSF MAX. SPACING 24.0' F ASCE7-10-GAB16015 TE 8/3/15 WG S16015ENC100815 i About L able Truss Diagonal brace option, vertical length nay be T doubled when diagonal 118' )If brace Is used. Connect L diagonal brace for 6009 at each end Max web Br ee total length Is 14', K* 2x6 DF{ 02 or better diagonal TI Vertical length shownbrace$ K45*(as single B, h table about.or double cut I L 1shown) at upper end. an Connect dlagona at midpoint of vertical web. Refer to chart ab WAR)mOno READ NO f310V ALL WITS 0$ THIS ORAVD10 wsDFMN(To FtIRKI N THIS DRAVING ID ALL CDNIRACTORS 04MUODG THE D6TSLLOM Trusses noire extreme care In fabricateV, handlings, to folio• tlatest 6=1 (addhp Component Safety Inforwatbn, Iiy iPi W SNCA) forheedWanof Ni rapctices Arlo• to perfornhp these unctions InstalMrf shall provide tenpororrr Yeadnp per urtess top have l beltemroodoVerslsf, chord still properly attached strm,ctr shea7Vrq and shall have a properly attached r" ce9hp Locations shown far pe nt lateral restraint of 111111777771 1 shall M' brochp Installed per K31 sections 33, 97 or 310, as applicable. Apply plat•• to wash fad of truss and position as shown above and an the Joint petals, urdt" noted otherelse. Refer to fusing• 16W-2 for standard date posidens. AN ITW G3MMP11Y Alpine. a division of ITV 3miip Carpanents Gr Inc shall not be responsik" fpr " deviation f ttes dnsbmp, pry fallure to bAd the truss h conformance with ANSVTPI L r far MMYmg, shipping, latbn 3 brodp a, truss. this drawing ar cover ppa1M Us is 'm0 tis• dra.hp, Ymdlcaten acceptance of pafessland 13723\Rrvenpod\Drive ermA aseedrYmapn fa• t' olelprf>4 tis sic— lint a1<d*ty and use of this dm*V 9u3 a>Ar' ANSVTPI 1 SfCP. 11 So9e\200 vry sbteYre per Maryta d%Hephts.%MO\63043 For more hfa.atbn see thb JobY ewnaral not er pope and Vose •wb sHfo N -PM w.•.a t.Coml TPD n•. .tar SICA www. 1 ICO WJL'CS&fqAro ATE y t•'••. C\PORO rete I sjoNA Bracing Group Species and Grades, Group Ai S race-Plne-Fir Hen-FIr NI / N2 Stnndnrd 4 2 Stud N3 Stud N3 Standard Dou las Fir -Larch Southern Plneas N3 03 Stud Stud Standard Standnrd Group Br Hen -Fir NIL Btr NI Dau Ins Flr-Larch Southern Pine NI NI N2 N2 11x4 Braces shall be SRB (Stress -Rated Board). For 1x4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these grades. Gable Truss Detail Notes, Vlnd Load deflection criterion Is L/360. Provide uplift connections for 75 plf over continuous bearing Ci psf TC Dead Load). Goble end supports load from 4' 0' outlookers with 2' 0' overhang, or 112' plywood overhang. Attach 'L' braces with IOd (0.128'0.0' min) naps. A For (1) 'L' brace- space nails at 2' o.c. In 118' end zones and 4' oc. between zones. K)Wor (2) 'L' braces, space marts at 3' oc. In 18' end zones and 6' ac. between zones. L' bracing must be a minimum of 80% of web menber length. Gable Vertical Plate Sizes Vertical Length No Splice Less than 4' 0' 2x3 Greater than 4' 0', but 3x4 less than ll' 6' Greater than II' 6' 4x4 Refer to common truss design for peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detaR. TOT. LD. 60 PSF MAX. SPACING 24.0' F ASCE7-10-GAB16015 TE 8/3/15 WG S16015ENC100815 i STRONGBACK BRIDGING RECOMMENDATIONS BUTT STRONGBACK TOGETHERAfBRIDGING ATTACH SCAB WITH IOd BOX/GUN 4' —0' 2x6 (0.128'x3.0') NAILS IN 2 ROWS AT SCAB 6' O.C. NOTE- IN LIEU OF SPLICING AS SHOWN, LAP STRONGBACK BRIDGING MEMBERS FOR AT LEAST ONE TRUSS SPACING STRONGBACK BRIDGING SPLICE DETAIL NOTES Details 1 and 2 2) lOd COMMON (0.148'x3.0') OR BOX/GUN (0.128'0.0') NAILS AT TOP AND BOTTOM OF 2x1 SCAB—ON BLOCK. ATTACH STRONGBACK TO BLOCK V/ (3) IOd COMMON (0.148'x3.0') NAILS OR (4)lOd BOX/GUN (0.128'0.0') NAILS. are the preferred ATTACH STRONGBACK TO WEB V/ (3) 10d COMMON 0.148'x3') NAILS OR 4) LOd BOX/GUN attachment methods ACING GBACK BRIDGING REQUIREMENTS V3 P*Ito d 1 rod (at ater oft.t 30 2 rads 0 at eachateachV4P*vW Space rads at V acpints) STRONGBACK BRIDGING ATTACHMENT ALTERNATIVES 1 All scab -on blocks shall be a minimum 2x4 stress graded lumber.' All strongback bridging and bracing shall be a minimum 2x6 'stress graded lumber.' The purpose of strongback bridging is to develop load sharing between individual trusses, resulting In an overall increase in the stiffness of the floor system. 2x6 strongback bridging, positioned as shown in details, is recommended at 10' -0' o.c. (max.) The terms 'bridging' and 'bracing' are sometimes mistakenly used interchangeably. 'Bracing' is an Important structural requirement of any floor or roof system. Refer to the Truss Design Drawing (TDD) for the bracing requirements for each individual truss component. 'Bridging,' particularly 'strongback bridging' Is a recommendation for a truss system to help control vibration. In addition to aiding in the distribution of point loads between adjacent truss, strongback bridging serves to reduce bounce' or residual vibration resulting from moving point loads, such as footsteps. The performance of all floor systems are enhanced by the installation of strongback bridging and therefore is strongly recommended by Alpine. For additional information regarding strongback bridging, refer to BCSI (Building Component Safety Information). ONVOd"(w WAD NO fOJ.OV ALL MMS ON rws 0MV90 7S T11 $ PSF REF STRONGBACKssDVMTJ0(d FIRMS" TWS DMVOG TD ALL MIMIC= 04CU1906 114C MALL=: Trusses rwwA a gvbt ma care h fabricating. handing, hstallho and Refer / follow w 4tert edl"on of KS1 Oddlno Camponant Safety W"atlen, by TPI fa as. e 4V DL PSF DATE 10/01/14 Practices prior to perfai 4 these fYnctlolls. lnstatlr atoll prowW4 tenparar Per Wen not" other.tse. Up chard shall have pi aperiy attached structural sheao's'q aro botta . aATE PSF DRWG STRBRIBRIO14ashallhoveaProperlyOttedNr" CNhp Locations shown for Permanent taterol restraht of sha0 hove braebq WtsU" per U31 sections 13. 37 ar 3W. as app Oma. Appy plates to each f • 01 truss and pasift " shown above and an w Joint Detalts, wdess rot" otheMse. d Refer to draw W 164A -z fpr standard pate posrnae••• 44 PSF Alpine, a dvabn of trV OVdho CoMm%rnts Cv o mp Inc. shoo net be responstle for an_y deviation / O RV •• ANII N MIMNY ehb dra.ho any f."w to bind w truss h aonforn.nce with AN%VTPI L or for harwhap slippYq F •e casVs LD. PSF A swan this Mw o • o'o' u o draft. aaomar oar «avlvl t s.et. essiont u'O A UR. FAC. 1.0013723\ Rwa' oma r r•%t%' sci ray ad s1wdw rhe ailtabOty and us. 01 CZ era.hp 1 Suite\ 200 Marland\ Hothts.\at0163043 far marry W rnatwn n. this Job's oarr.t no paq .M ehese web sites, SPACINGALPMw— tvcom TPG www. SBCAe www 1 ICCs wwwlCCnfe Valley Detail - ASCE 7-10: 160 mph, 30' Mean Height, Enclosed, Exp, C, Kzt=1.00 Top Chord 2x4 SP #2N, SPF #1/#2, DF -L #2 or better, Bot Chord 2x4 SP #2N or SPF #1/#2 or better. Webs 2x4 SP #3, SPF #1/#2, DF -L #2 or better. 00 Attach each valley to every supporting truss with) 2) 16d box (0.135' x 3,5') nails toe -nailed for ASCE 7-10 160 mph. 30' Mean Height, Enclosed Building, Exp. C, Wind TC DL=5 psf, Kzt = 1.00 Or ASCE 7-10 140 mph, 30' Mean Height, Enclosed Building, Exp. D, Wind TC DL=5 psf, Kzt = 1.00 Bottom chord may be square or pitched cut as shown. Valleys short enough to be cut as solid triangular members from a single 2x6, or larger as required, shall be permitted In lieu of fabricating from separate 2x4 members. All plates shown are ITW BCG Wave Plates. Unless specified otherwise on engineer's sealed design, for vertical valley webs taller than 7-9' apply 2x4 'T' reinforcement, 80% length of web, some species and grade or better, attached with 10d box 0.128' x 3.0') nails at 6' o.c. In lieu of 'T' reinforcement, 2x4 Continuous Lateral Restraint applied at mid -length of web is permitted with diagonal bracing as shown In DRWG BRCLBANC1014. Top chord of truss beneath valley set must be braced with: properly attached, rated sheathing applied prior to valley truss Installation. Or Purlins at 24' o.c. or as otherwise specified on engineer's sealed design Or By valley trusses used in lieu of purlin spacing as specified on Engineer's sealed design. N*w Note that the purlin spacing for bracing the top chord of the truss beneath the valley Is measured along the slope of the top chord. Larger spans may be built as long as the vertical height does not exceed 14'-0'. 20-0-0 <++> Supporting trusses at 24' o.c. maximum spacing. oVANDOWN READ APO FMLOV ALL NOTES ON THIS MAVOO 4X4 3X4 12 x. 4 12 Max.pacing Valle 2X4 ll provide temporary braeho per KSLOprorotatespriortoperformingthesefurnctlonLInstallersshell Vntess rated ethwsls•, top chord shall have properly attached structural Shea" and bottom chp haw locations for 2X4 X shall a property attached r%W c•U 0 shosn pen aMnt sterol restraYK of .obi Cp60 InnShallhawboasst" per .CSI sections th or Dell... to 1K• 910.Detests, d wilts no d at Plates •a01 of tress end all sham abew art an the Joint y plica rated ply platessJ IIl1[ II J=am)) Ill r`r 8-0-0 max - Pitched Cut Bottom Chord Alpine, a division of ITV 1kA&V Coni n nts Group Orc. shall not be responstl• for a,y dovNtlan fry thio dra.Iq, any f"ure to bud the truss h ANSIA 1, for ha* I -WI Square Cut Stubbed Valley Bottom Optional Hip Valley 17727\RmerporO Ome Chord End Detail Joint Detail 4X4 oe-na filed Valle 20-0-0 <++> Supporting trusses at 24' o.c. maximum spacing. VATE OF dosiNusioddp 1 0NA1. E r "'I Partial Framing Plan i 7C SQL 0 30 40PSF REF VALLEY DETA TC •DL0 15 7 PSF DATE 10/01/2014 BC 10 10 10 PSF DRWG VAL160101014 0 0 0 PSF 60 55 57PSF WRFAC. t.2511.3311.15 ILI SPACING 24.0' 9 oVANDOWN READ APO FMLOV ALL NOTES ON THIS MAVOO DIPMAlTb iNOOSI THIS dMVO1G TO ALL COIIIRACIOtS RAMMOG TE DWALLERS Trusses . q,& *.trema caro In fabrlmtYp, herding, shippft, Instalft end bradro R•s•r to a fa0as the latest edition of KSI <Wn, ding Component Safety In ormatioby TPI end S/W for sas•t ll provide temporary braeho per KSLOprorotatespriortoperformingthesefurnctlonLInstallersshell Vntess rated ethwsls•, top chord shall have properly attached structural Shea" and bottom chp haw locations forse f'I ISO I shall a property attached r%W c•U 0 shosn pen aMnt sterol restraYK of .obi Cp60 InnShallhawboasst" per .CSI sections th or Dell... to 1K• 910.Detests, d wilts no d at Plates •a01 of tress end all sham abew art an the Joint y plica rated ply platessJ IIl1[ II J=am)) Ill r`r Refer to dm.inps 160A -Z for standard plate positions. AN RW OMRWY Alpine, a division of ITV 1kA&V Coni n nts Group Orc. shall not be responstl• for a,y dovNtlan fry thio dra.Iq, any f"ure to bud the truss h ANSIA 1, for ha* I -WIconformancewithor , O. Intalisaon L bracing of trusses. A pal an 06 dreaft r over page Usth this draing, Ideates acceptance of profoodout 17727\RmerporO Ome s Y far the desIV Sim, TM aNahllty aM usr of tar *400 it ery b regrorrWlty o1 the IllidY+g Deslpma per ANSI/IPI I SectSale\200 Marjlar4 Heights.%MO\07047for•• more Information sads Job's general rotas ppeeoe at these sob slt•vALPOIGossatobwlts.Comr TPb pe.tm6 toror SKJY —auservarm ICO ... Jccsafearo VATE OF dosiNusioddp 1 0NA1. E r "'I Partial Framing Plan i 7C SQL 0 30 40PSF REF VALLEY DETA TC •DL0 15 7 PSF DATE 10/01/2014 BC 10 10 10 PSF DRWG VAL160101014 0 0 0 PSF 60 55 57PSF WRFAC. t.2511.3311.15 ILI SPACING 24.0' 9 VALLEY FRAMING & BRACING DETAIL Lumber Size and Grade Minumum Reauirements GENERAL NOTES Purlins required T-0" O.C. in absence of plywood sheathing. Trusses without sheathing applied must be evaluated accordingly. Purlins should overlap sheathing one truss spacing minimum. In cases that this is Impractical, overlap sheathing a minimum of 6", and nail upwards through sheathing into pudin with a minimum of 8.8d (0.131"x2.S") common wire nails. Effects of not providing sheathing below a valley set must be evaluated by the building designer. This drawing applies to valleys with the following conditions: Spans (distance between hoofs) 40'-0" or less Maximum valley height: 14'-0" Maximum mean roof height: 30 feel ASCE 7-05,140 mph, Enclosed, Cat 11, Exp 8,1=1.0, Kilt=1.0 Or A Maximum of ASCE 7.10, 180 mph, Enclosed, Exp 0, KW -1.0 TRUSS TRUSS UNDER VALLEY FRAMING VALLEY RAFTER OR RIDGE CRIPPLE ripples 4'-0" for 30 psi (TL) and 20 psf (TO) Max. the crlppes for each row starting from the valleys or sleepers working Inward to the ridge board so that cripple locations are gored between rows. ITYPI innection Requirement Notes 2x6 rafters to ridge 416d toe -nails Cripple to ridge 416d toe -nails Cripple to raker 416d toe -nails 816d face -nails Rafter to sleeper or blocking 5 16d toe -nails Rafter to two 2x6 sleepers 416d toe -nails Sleeper to truss 416d toe -nails Two 2x6 sleepers to truss 316d toe -nails each sleeper & truss Ridge board to roof block 416d toe -nails Ridge board to truss 416d toe -nails Purlin to (Typ) 316d toe -nails Truss to blocking 416d toe -nails Truss to cripple 416d toe -nails Truss to cripple 416d toe -nails Cripple to purlin 316d toe -nails CRIPPLE, BRACING, 8l BLOCKING NOTES" 13. Collar beam to rafter 4 16d toe -nails NOTE: 16d (0.162"x3.5") COMMON NAILS 2x4 continuous lateral restraint (CLR) min. Is required for cripples S'-0" to 10'-0" long nailed wi 2 40d (0.146"x7") nails. Or 2x4 "T" or scab reinforcement nailed to Rat edge of cripple with 10d10.128"0.0") nails at 6" o c. "T' or scab must be 905E of cripple length. Cripples over 10'-0 long roqure two CLR's or both faces wJ "T" or scab. Use stress graded lumber & box or common nails. Narrow edge of cripple can face ridge or rafter, as long as the proper number of nails are Installed Into ridge board 4nstall blocking under rafter If sleepers are not used. anstall blocking under cripples If cripples fall between lower truss top chords and lateral bracing Is not used. Apply all nailing In accordance to current NOS require Nails are common wire nails unless noted otherwise H f CEIUS' 1 (A) B) (") aim""4a Ran fee rMA" ALL larn ON rads WAtma Z •VVW DVAflMr— M111143301 nos MVDxG To ALL Cada#== OCLUM 6 TIC osr•,, = • T-5-6 requa"e ersraw care h fabMcatFR, haMs p, p p1 p, a sta1lb p ab M I TC LL 20 30 40 54 REF VALLEY FRAMING DATE 10/01/14fanorwlatest :!tiara of Rcsl (&A&V fsi000rnt Sof 1 b fernatlor by TPl w'r•`-&.: am sai%• i s TC DL 10 20 7 7 practices Orta' to perfor" trrfl fWcoom . Installers emu provide tergorary br40 pw Ka L Wars rosea etlrr•tse, top chard shall have property aseaelyd strtretuvl shaatMp aN beefjen atwtl Irv: • STATE OF BC DL 0 0 0 0 ORWG VACNV1801015 frfi1t r d 0 I shall a properly attaWd rgla cNYip lecetlens 0h for perrorwM lateral nstnht.yr shall hav: bracF e Mtalled per SCSI sections 37, p or RIO, as applicable. Ap plates to eai3t a tw..w wreflen as slw.n .Cor. end on tlr .kas awls6 r.+e.s roe.d oMrr.a. q l.oa . BC LL 0 0 0 0 Il r It~ to ba.Fy 16CA-Z for staMerd plate poshlons. i(( Ashm as •sa ORlpp. 4a:r.t VD11 Mt rtWOOMiMNy Alper, a of IrV RyIy p Ce"perrnts fraq Inr- shall not be rrrspenWa fanY devYtlorr7 tw o-awlo, any faur: to brad tha ayss In conformance whh #MV"FK 1, or for*. Ms p Yrtolbtivr 6 baEne of trwees. r G A TOT LD.30 50 47 61 A steal on thfsldm" or cow pee• ((•'0O 06 dra'Ylp, Wilted" emOtarcCe of 0ref'ssf7W DUR. FAC. 1.25/1.15eddyfarahashemthasultahatyartvseof "les &4." IF ar`y —pop why a v Rum vrr' pparp« lsvTpl t s«z 17b91steaas 6me whC•y.M0 MS For mor. YM.,cwv T ses t"s Job'' SW.& ti..bd, Wstrand tiroo tee° step ALPPaS aeealpYrlts.Conl t1h :ee.tpYtstxel SRgN ... yorpl tm :.aJxssfeerp 6 /a 2afs SPACING SEE ABOVE RECORD COPY 1 y Cit of Sanfordy Building and Fire Prevention Product Approval Specification Form L% NG f Permit # #1 8- 1 8 1 1 Project Location Address: Anastacia .3 061.> As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Nroctuct Description 1=1or da Approval It include decimal) I. Exterior Doors Swinging herma Tru Swinging Ext. Door (front door) FL20461-R2 Sliding MI Windows Sliding Ext. Door (Standard SGD) FL15332.9 Sectional Windsor Garage Doors Sectional Ext. Door Dbl, single FL15080.R3 Roll U Automatic Other 2.Windows Sin le Hung MI Windows Single Hung window FL17676.2,9,16 Horizontal Slider Casement Double Hun Fixed MI Windows Frame Fixed Glass FL 18644.03 Awning Pass Through Projected Mullions MI Windows Mullions FL 18504.2 Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # including decimal) 3.Panel Walls Sidin Soffits Alpha Aluminum, Inc. Soffits FL16544-113 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4.Roofing Products Asphalt Shingles Certain'reed Shingles FL5444-R13 Underla ments Rhino Linings Corp Coatings FL21842-R1 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 Millennium MMI -2 Off Ridge Vent FL19567-R1 Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) 5. S h utters Accordion Bahama Colonial Roll u Equipment Other 6.Sk lights Skylights Other 7. Structural Component Wood Connectors Anchors Truss Plates ITW Bldg Components Truss Plates FL1999-R6 Engineered Lumber Railin Coolers/Freezers Concrete Admixtures Precast Lintels Commercial Concrete Quality Precast FL1774-RS Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products HVAC Tie Down BMP International HVAC Tie Down FL14239-R4 Applicant's Signature Applicant's Name Please Print) June 2014 Florida Building Code Online 1,olaor Page 1 of 6 RegulationBusiness & Professional HIM BCIS Home I Log In I User Registration ; Hol Topics I Submit surcharge j Slats 6 Facts Publications I FSC Staff I SCIS site Map Links I Search fl0fxia r Product Approval l yn. d -.+ USER: ct User l4=w Product ADproval Ment/ > Product or ADDlrcabon Search > ADolication Lill > Application Detail FL # FL20461-R3 Application Type Revision Code Version 2017 Application Status Approved Comments Archived 0 Product Manufacturer Therma-Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton, OH 43517 419) 298-1740 rickw@rwbidgconsultants.com Authorized Signature Vivian Wright rickw@rwbidgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE -43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By Ryan 1. King, P.E. G Validation Checklist - Hardcopy Received Certificate of Independence FL20461 R3 COI (d) Certificate of Independence-pdf Referenced Standard and Year (of Standard) Standard Year 101/I.S.2 1997 ASTM E330 2002 ASTM E331 2000 TAS 202 1994 Equivalence of Product Standards Certified By Sections from the Code httbs://www.(loridabuildiiig.org/pr/pi•_app_dtl.aspx?parani=wGEVXQwtDgs.19a49YAgXJ... 4/12/2018 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 12/13/2017 Date Validated 12/13/2017 Date Pending FBC Approval 12/21/2017 Date Approved 02/13/2018 Page 2 of 6 Summary of Products Go to Page O a © O Page 1/ 20 m FL V Model, Number or Name Description 20461.1 a. Therma-Tru Fiber -Classic and Nominal 6'8 "Non -Impact" Opaque Composite Edge Smooth -Star Fiberglass Single Door (Inswing/Outswing; X configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R3 II (e) Inst 20461.1.0f Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.1 for Design Pressure Ratings, any FL20461 R3 AE (d) Eval 20461.I.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star painted within six months of installation.) doors, this product approval requires the use of ")" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.2 b. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6'8 "Non -Impact" Opaque Composite Edge Fiberglass Single Door with Sidehte(s) (Inswing/Outswing; XO, OX or OXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R3 II (e) Inst 20461.2.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.2 for Design Pressure Ratings, any FL20461 R3 AE (d) Eval 20461.2.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of ")" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.3 c. Therma-Tru Fiber -Classic and Nominal 6'8 "Non -Impact" Opaque Fiberglass Composite Smooth -Star Edge Double Door with or without Sidelites Inswing/Outswing; XX or OXXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R3 II (e) Inst 20461.3.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.3 for Design Pressure Ratings, any FL20461 R3 AE (d) Eval 20461.3.1)df additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of ")" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.4 d. Therma-Tru Fiber -Classic and Nominal 7'0 "Non -Impact" Opaque Composite Edge Smooth -Star I Fiberglass Single Door (Inswing/Outswmg; X configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R3 11 (e) Inst 20461.4.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.4 for Design Pressure Ratings, any FL20461 R3 AE (d) Eval 20461.4.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of ")" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.5 e. Therma-Tru Fiber -Classic and Nominal 7'0 "Non -Impact" Opaque Composite Edge Smooth -Star Fiberglass Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R3 II (e) Inst 20461.5..odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsJ9a49YAgXJ... 4/12/2018 Florida Building Code Online Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.5 for Design Pressure Ratings, any FL20461 R3 AE (d) EvaI 20461.5.Ddf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of ")" part numbers for these doors, which have been stained or painted within six months of installation.) Page 3 of 6 20461.6 f. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8'0 "Non -Impact" Opaque Composite Edge Fiberglass Single Door (Inswing/Outswing; X configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R3 II (e) Inst 20461.6.0f Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.6 for Design Pressure Ratings, any FL20461 R3 AE (d) Eval 20461.6.Ddf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.7 Th Tru Fiber -Classic and tar Nominal 8'0 "Non -Impact" Opaque Composite Edge Fiberglass Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R3 11 (e) Inst 20461.7 off Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.7 for Design Pressure Ratings, any FL20461 R3 AE (d) Eval 20461.7.Ddf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "I" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.8 h. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8'0 "Non -Impact" Opaque Composite Edge Fiberglass Double Door with or without Sidelites Inswing/Outswing; XX or OXXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R3 11 (e) Inst 20461.8.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.8 for Design Pressure Ratings, any FL20461 R3 AE (d) Eval 20461.8.0f additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of ")" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.9 i. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6'8 "Non -Impact" Glazed Composite Edge Fiberglass Single Door (Inswing/Outswing; X configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R3 11 (e) Inst 20461.9.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.9 for Design Pressure Ratings, any FL20461 R3 AE (d) Eval 20461.9.Ddf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of 7' part numbers for these doors, which have been stained or painted within six months of installation.) 20461. 10I J. Therma-Tru Fiber -Classic and I Nominal 6'8 "Non -Impact" Glazed Composite Edge Fiberglass Smooth -Star Single Door with Sidelite(s) (Inswing/Outswmg; XO, OX or OXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R3 If (e) Inst 20461.10.2df Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.10 for Design Pressure Ratings, FL20461 R3 AE (d) Eval 20461.10.Ddf any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of ")" part littps://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwlDgsJ9a49YAgXJ... 4/12/2018 Florida Building Code Online numbers for these doors, which have been stained or Ipaintedwithinsixmonthsofinstallation.) Page 4 of 6 20461.11 k. Thema-Tru Fiber -Classic and Smooth -Star Nominal 6'8 "Non -Impact" Glazed Composite Edge Fiberglass Double Door with or without Sidelites (Inswing/Outswing, XX or OXXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R3 11 (e) Inst 20461.11 -pd Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.11 for Design Pressure Ratings, FL20461 R3 AE (d) Eval 20461.11.pdf any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.12 I. Therma-Tru Fiber -Classic and Smooth -Star Nominal 7'0 "Non -Impact" Glazed Composite Edge Fiberglass Single Door (Inswing/Outswing, X configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R3 11 (e) Inst 20461.12.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.12 for Design Pressure Ratings, FL20461 R3 AE (d) Eval 20461.12.odf any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of ")" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.13 m. Therma-Tru Fiber -Classic and Smooth -Star Nominal 7'0 "Non -Impact" Glazed Composite Edge Fiberglass Single Door with Sidelite(s) (inswing/Outswing; XO, OX or OXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R3 Il (e) Inst 20461.13.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.13 for Design Pressure Ratings, FL20461 R3 AE (d) Eval 20461.13&0f any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of ")" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.14 n. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8'0 "Non -Impact" Glazed Composite Edge Fiberglass Single Door (Inswing/Outswmg; X configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R3 11 (e) Inst 20461.14.0f Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.14 for Design Pressure Ratings, FL20461 R3 AE (Q) Eval 20461.14.odf any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.15 0. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8'0 "Non -Impact" Glazed Composite Edge Fiberglass Single Door with Sidelite(s) (Inswing/Outswmg; XO, OX or OXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R3 11 (e) Inst 20461.15.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.15 for Design Pressure Ratings, FL20461 R3 AE (d) Eval 20461.15.Ddf any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of ")" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.16 p. Therma-Tru Fiber -Classic and Nominal 8'0 "Non -Impact" Glazed Composite Edge Fiberglass Smooth -Star Double Door with or without Sidelites (Inswing/Outswing; XX or OXXO configurations) https:H,,vww.floridabtii Iding.org/pr/pr_app_dti.aspx?param=wGEVXQwlDgsJ9a49YAgXJ... 4/12/2018 Florida Building Code Online Limits of UseInstallation Instructions Approved for use in HVHZ: No FL20461 R3 II (e) Inst 20461.16.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461 16 for Design Pressure Ratings, FL20461 R3 AE (d) EvaI 20461.16.odf any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of ")" part numbers for these doors, which have been stained or painted within six months of installation.) Page 5 of 6 20461.17 q. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6'8 "Non -Impact" Opaque Composite Edge Fiberglass Single Door with Transom (Inswing/Outswing; O/X configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R3 II (e) Inst 20461.17.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.17 for Design Pressure Ratings, FL20461 R3 AE (d) Eval 20461.17.ocif any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.18 PThoeta Tru Fiber -Classic and Star Nominal 6'8 "Non -Impact" Opaque Composite Edge Fiberglass Single Door with Sidelite(s) and Transom Inswing/Outswing; O/XO, O/OX or O/OXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R3 II (e) Inst 20461.18.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: INST 20461.18 for Design Pressure Ratings, any FL20461 R3 AE (d) Eval 20461.18.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.19 s. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6'8 "Non -Impact" Opaque Composite Edge Fiberglass Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO Continuous Head and Sill configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R3 II (e) Inst 20461.19.0f Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: INST 20461.19 for Design Pressure Ratings, any FL20461 R3 AE (d) Eval 20461.19.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.20 rThoea Tru Fiber -Classic and Nominal 8'0 "Non -Impact' Opaque Composite Edge Star Fiberglass Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO Continuous Head and Sill configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R3 II (e) Inst 20461.20.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: INST 20461.20 for Design Pressure Ratings, any FL20461 R3 AE (d) Eval 20461.20.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of ")" part numbers for these doors, which have been stained or painted within six months of installation.) Go to Page U Q m O Page 1/ 2 O m Back Na>tt Contact Us • 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The Slate of Fionda .s an AA/EEO emDloyer. Coovnaht 2007.2013 State of Florida. • • P—acy Statement A[cespbihty Statement :. Refund Statement littps://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsJ9a49YAgXJ... 4/12/2018 THERMANTRU' DOORS Fiber -Classic, & Smooth -Stare COMPOSITE EDGE GLAZED FIBERGLASS SINGLE DOOR INSWING/OUTSWING NON -IMPACT' GENERAL NOTES This product has been evaluated and its in compliance with the 61h Edition (2017) Florida Bsnld'rng Code (FBC) structural requirements excluding the "H'gh Velocity Hurricane Zone' HVHZ). 2. Product anchors shalt be as listed and spaced as shown on decals. Anchor embedment to base material shop be beyond wall dressing or stucco 3 When used in areas requiring wind borne debris protection, this product a required to be protected with an impact resistant covering that complies with FSC Sections 1609.1.2 & R301 2.1.2. 4. For 2x stud framing comtructiom anchoring of these units shag be the some as that shown for 2x buck mosorvy, construction. 5. Site condlions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 6 Fiber -Classic A Smoolh-Star Door pone(; require the use of".r part numbers and must be stained or painted within six months of installation. TABLE OF CONTENTS 37.75' MAX. FRAME WIDTH Z 331 O? Qp P CONFIGURATION LYE INSERT LOCK HARDIWARE DESIGN PRESSURE (PSI) DESIGN PRESSURE (PSF) INSWING OUTSWING POSITIVE NEGATIVE POSITIVE NEGATIVE n Lip Lite 6• y014 47.0 -47.0 +47.0 -47.0 N c a Mulllpolnt 47.0 -47.0 +47.0 -47.0 i o m2 UN•; ppi;p illy uu S x 98 0 a 50.0 -S0.0 +60.0 -60.0 d o maa4 3/4 Flush Glazed 4+ Z CONFIGURATION LYE INSERT LOCK HARDIWARE DESIGN PRESSURE (PSI) DESIGN PRESSURE (PSF) INSWING OUTSWING POSITIVE NEGATIVE POSITIVE NEGATIVE X Lip Lite Latch b Deadbolt 47.0 -47.0 +47.0 -47.0 x Mulllpolnt 47.0 -47.0 +47.0 -47.0 x Flush Glazed Latch 6 Deadbolt 47.0 -47.0 +47.0 -47.0 x Multipoint 50.0 -S0.0 +60.0 -60.0 x 3/4 Flush Glazed Latch & Deadbolt 45.0 -60.0 +45.0 45.0 x Multipoint 60.0 •6S.0 +60.0 -60.0 See Sheet S for Hardware Specifications 6/1/16 sir: N.T.S. IQ er X UL fr. LFS Wmr PO4 FL -20461.14 Iry 1 or 14 11 EXTERIOR 4.9821" 0.7 - COMPOSITE CAP COMPOSITE HINGE STILE LOCK STILE CAP (ENGINEERED WOOD( G3 INTERIOR (ENGINEERED WOOD) t—1 "\ HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECnON 36.0' MAX. 35,813' MAX. DOOR DOOR PANEL WIDTH PANEL WIDTH r3-*"\ ri" 23.61'D.L.O. WIDTH t -E S I 00: x j A O — T ge 16 DOOR PANEL @!0D®R P.AIIEL4300" 44 0@41-00K Hybe4 N T 35.813' MAX. DOOR PANEL WIDTH ODOR PANEL 45 ul DIM p t;Rl. os e 0pi Z 0 E Zma 5 c TOP RAIL TOP RAIL 4 6 W CL COMPOSITE CAP W1 (COMPOSITE CAP W/ c. 0 E cLVLENGINEEREDLVLENGINEERED ZV WOOD( L WOOD) a FOAMCORE-----/ FOAM CORE POLYURETHANE- JPOLYURETRANE - 1.9 PCF MIN.) 1.9 PCF MIN.) G3 G3 T—l'. FIBERGLASS SKIN 0.08T THKJ 1*7 FIBERGLASS SKIN 0.087 THK.) BOTTOM RAIL d BOTTOM RAIL 8 COMPOSITE) (COMPOSITE) Sc": N.T.S. Mo. BY.. JK C -x oy. LFS 1'3"\ VERTICAL CROSS SECTION 4 VERTICAL CROSS SECTION OPA"G "O. FL-20461.14 9W 3 OF 14 0.406" EXTERIOR 00.406C r COMPOSITE CAP COMPOSITE CAP HINGE STILELOCK ENGINEERED WOOD) STILE G3 INTERIOR (ENGINEERED WOOD) 2 HORIZONTAL CROSS SECnON 36.0' MAX. 35,813' MAX. DOOR DOOR PANEL WIDTH PANEL WIDTH r3-*"\ ri" 23.61'D.L.O. WIDTH t -E S I 00: x j A O — T ge 16 DOOR PANEL @!0D®R P.AIIEL4300" 44 0@41-00K Hybe4 N T 35.813' MAX. DOOR PANEL WIDTH ODOR PANEL 45 ul DIM p t;Rl. os e 0pi Z 0 E Zma 5 c TOP RAIL TOP RAIL 4 6 W CL COMPOSITE CAP W1 (COMPOSITE CAP W/ c. 0 E cLVLENGINEEREDLVLENGINEERED ZV WOOD( L WOOD) a FOAMCORE-----/ FOAM CORE POLYURETHANE- JPOLYURETRANE - 1.9 PCF MIN.) 1.9 PCF MIN.) G3 G3 T—l'. FIBERGLASS SKIN 0.08T THKJ 1*7 FIBERGLASS SKIN 0.087 THK.) BOTTOM RAIL d BOTTOM RAIL 8 COMPOSITE) (COMPOSITE) Sc": N.T.S. Mo. BY.. JK C -x oy. LFS 1'3"\ VERTICAL CROSS SECTION 4 VERTICAL CROSS SECTION OPA"G "O. FL-20461.14 9W 3 OF 14 G3 3.6'x{ EXTERIOR o.s* COMPOSITE INTERIOR LOCK STILE (LVL) CAP HORIZONTAL CROSS SECTION 36.01 MAX. DOOR PANEL WIDTH 24.13"D.L.O. E WIDTH O q46 POOOII PANELTIM, bOOK 35.813' MAX. DOOR PANEL WIDTH 7 947 DOOR PANELDOORPANEL In 0.406, LOCK STILE (LVL) —cumpu5ift 7.10' Door Ponel CAP 1.08' COMPOSITE LOCK STILE W( LVQCOMPOSIT CAP 2 HORIZONTAL CROSS SEC17ON CAP 35.813" MAX. DOOR PANEL WIDTH t—..'\-DOOR PANEL 7 u I ow TOP RAI OMPOSITEJ io c; arte p o E 000 E z 0 0 03 G.G. c 26 TOP RAI OMPOSITEJ OAM CORE LYUREFHANE i-5 9 PCF MIN.) 0 G3 G3 A RBERGLASS SKIN 0.087 THK.) BOTTOMKIM T-- I. r ( COMP.) 3 VERTICAL CROSS SECTION 4 VERTICAL CROSS SECTION AL N.T.S. IG sr: JK w- or LFS Awwo NO: FL -20461.14 UT or j 4 HARDWARE TABLE MANUFACTURER MODEL KNOB: FSI SCHLAGE DEADBOLT: 660 KNOB: SIGNATURE SERIES KWIKSET OEADBOLT: SIGNATURE SERIES (980) HOPE MULTIPOINT: MPDGART THERMA TRU) S pt. Manual Tongue) Fiber-Classic/Smooth-Slur Door Panel Options Products approved Include all embossed panel doors and 2 panel recessed panel doors. Similar glazed panel configurotions ore allowed. Panels shown are for Illustration and are representative only. i 0 W 16 owt. r: JK ouc ;67 ! FS FL -20461.14 icor 5 or 14 1-1/f MIN. EMB. (TYP.1 2 HORIZONTAL CROSS SECTION 6 Shown w/ 2X buck Oulswing shown (Inswing similor) EXTERIOR INTERIOR 1 VERTICAL CROSS SEC17ON 6 Shown w/ 2X Buck Outswing shown (Inswing simlml INFERIOR EXTERIOR z 1.1 S MIN. EMB. fFYP.I 3 HORIZONTAL CROSS SECTION 6Shown w/ ZX Suck Ouhwung shown (Inswing sinulor) 1.1/4' MIN. EMB. (iYP.) AU: N. T. S. 0 m: JK ik Irt: LFS AWWr .0 FL -20461 14 cR 6 or 14 IIIIIIIIIIIIII N 0. -J- in N•7 i 0=fin daw llll O`` m 11 11^ i 0,0 V 0Z r8giop oC s N• J G 2 0aa c c E c= c of3a 1.1/4' MIN. EMB. (iYP.) AU: N. T. S. 0 m: JK ik Irt: LFS AWWr .0 FL -20461 14 cR 6 or 14 I.1/4- EMB. I X Suck to be secured to masorvy by others 2 HORIZONTAL CROSS SECTION 7 Shown wl I) sub -buck OutsvAng shown (Inswing simearl EXTERIOR INTERIOR 1 VERTICAL CROSS SECTION 7 Shown w/ I X sub -buck Oulswing shown (Inswing simearl INTERIOR EXTERIOR 31 HORIZONTAL CROSS SECTION 7w I su Outswing shown (Inswing *rdarl MIN. n'P.I MIN I I z Li z P nN—Z uu M 611116 i xc N.T.S 01 ro. w: JK c iK sr IFS ; AWM4 NO.. a FL -20461.14 c icer 7 or 14 n Is I MAX. Q I EI ERIOR"= INTERIOR EXTERIOR INTERIOR 1 VERTICAL CROSS SECTION 4 VERTICAL CROSS SECTION g Shown Direct to Masonry g Shown Direct to MasonryOulswingonlyw/ 4.9/16 jamb Outswing onty w/ 6-9/16 jamb DIRECT TO MASONRY MAX. DESIGN PRESSURE: w/ STANDARD STRIKE = t 47 PSF w/ SECURITY STRIKE = t 55 PSF e a f C INTERIOR to C — C I Z 1 46 47 48 1 y= 1 46 47 48 43 44 45 INTERIOR k l i T I c i 40 41 42 a slnrrrNh o. A 000' MM e 43 44 4 4C gel: O W'•. m fij: vi till Vie.T C;; d ouN. z v E a x i Ny poa sz 40 41 4 r M M r M B EMB. (TYP j 8 EXTERIOR E E S I EXTERIOR k 1-I /!" MIN. I • I /!" MINIFEMB. (fYP.( EMB. (TYPJ z 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION 5 HORIZONTAL CROSS SECTION r 8 Shown Direct to Mosoruy g Outswing only w/ a•9/ 16 jamb Shown Direct to Mason Outswing only w/ 4-9/16 jamb 8 Shown Direct to Masonry Outswing only w/ 6.9/ 16 jamb a a v MN. uM1-I/4"MIN. = EMB (TYP I e 7eww C vee CPrnnmm 8 / Shown Direct to Masonry CWL y(; LF 3 Outswing only w/ 6.9/16'jamb UVAWM xo FL -20461.14 e sx[a 8 or14 6 slnrrrNh o. A 000' MM z U.. 4C gel: O W'•. m fij: vi till Vie.T C;; d ouN. z v E a x i Ny poa sz v MN. uM1-I/4"MIN. = EMB (TYP I e 7eww C vee CPrnnmm 8 / Shown Direct to Masonry CWL y(; LF 3 Outswing only w/ 6.9/16'jamb UVAWM xo FL -20461.14 e sx[a 8 or14 6 000' MM z mg v MN. uM1-I/4"MIN. = EMB (TYP I e 7eww C vee CPrnnmm 8 / Shown Direct to Masonry CWL y(; LF 3 Outswing only w/ 6.9/16'jamb UVAWM xo FL -20461.14 e sx[a 8 or14 6 Notes: I. Sig Item p's 17.18.32,34,35,36.37& 38 are attached to iambs w/ (3) 118 X 2• I /7' pfh screws of each end. 51 Item N's 16 3 33 ore attached to Jambs w/ (2) N8 X 2.1IT pfh screws of each end. Sig Item N 151s attached to jambs vlFvjng (2) If 10 X Y pph SMS at each end. INTERIOR SEE NOTE EXTERIOR a.= 1 VERTICAL CROSS SECTION 9 Inswing SITZ EXTERIOR SEE NOTE 1 INTERIOR 3 VERTICAL CROSS SECTION 9 Oulswing Sig NOW -us SEE NOTE ly2=t o 2 VERTICAL CROSS SECTION Q,/ Inswing STI EXTERIOR SEE NOTE I INTERIOR a •• .• '• • e O e • e VERTICAL CROSS SECTION y Public Access Sig n n F a , A2 IN -Z V rt 6 1 16 z AM N. T.S. Cl ti. er• JK e WL sr. LFS ; AWWC Na: a FL -20461.14 c W $ Of 14 N Q 1\\11111111j1j V••A• C T, pi oon i F v u ' WV u C WGHs9poa maa` D4• c n n F a , A2 IN -Z V rt 6 1 16 z AM N. T.S. Cl ti. er• JK e WL sr. LFS ; AWWC Na: a FL -20461.14 c W $ Of 14 N Q 2X BU, MASONRY TYP•I BUCK ANCHORING BUCK TYP. HEAD L. JAMBS FRAME ANCHORING 0 31 88 x 2-I/T PFH W$ JAMB TO HEAD DETAIL TYP.) tl1 2X BUCK MASONRYIX BUCK OPENING I)m yam; a 5\, as DIRECT TO BUCK TYP. HEAD L. JAMBS FRAME ANCHORING 0 31 88 x 2-I/T PFH W$ JAMB TO HEAD DETAIL TYP.) 2 it K VU O I coWU 03 W ZOZQ O YU Ir m XV N.T.S. m we. JK OL W. LFS owm NO.: FL -20461.14 IM j0 or14 BE tl1 T..'••• V• vW Vv yam; a 5\, as n Oz nmz ON •; m, CZ C c u 9o a maa E c z 2 it K VU O I coWU 03 W ZOZQ O YU Ir m XV N.T.S. m we. JK OL W. LFS owm NO.: FL -20461.14 IM j0 or14 BE ilillll lllflY, 0 is L U: * Ra:2zn SEE HINGE h 0 Y O 4. O = 4 a DETAIL (TYP.) ^ — •., ' yy 6 a f=an 2X BUCK L 28 1 L IN11 I I Pi O ? d m o 1 K BUCK E o 0 0= 1 4oDIRECT 10 • oM26SEELONGUE m ma oaMASONRYaOSTRIKEDETAIL ci r r (TYP.t moi, F o i 2X BUCK 25 E. v°cii 1^, o Ja v , IxeucK G S a 27 DIRECT TO (y( a O `g MASONRY ' ° gC m gag ti LATCH & DEADBOLT DETAIL b I s Kwikiet C4 m 2X BUCK L SEE LATCH IXBUCK G Wlsi a OEADSOLT o I DIRECT TO M iDETAILm M SEE LATCH MASONRY I o 2X BUCK E G, S $ b $ & DEADSOLT 1. 31 pETNI r o I X BUCK G B a DIRECT TO M TONGUE STRIKE DETAIL Y Y Y > MASONRY SUB STRIKE Ipoul oC > > > m PLATE 8 STRIKE JAMB O Latch and Deadbolt 22 2X BUCK 25 IXBUCK G 0 27 8B DIRECT TO M MASONRY LATCH & DEADSOLT DETAILM DIRECT TO Schloge MASONRY LATCH & DEADBOLT STRIKE DETAILS DEADSOLT STRIKE DETAILS Security Deadbolt Strike Plate( HINGE JAMS HINGE DETAIL STRIKE JAMS 2X BUCKMNtipomtLack IXSUCK G DIRECT TO M MASONRY LX SUCK 30 X BUCK IRECTTO WWONRY LATCH & DEADSOLT DETAIL pan oc MULTIPOINT LOCK STRIKE DETAILS am 611116 sour. N.T.S. Tr•c. or. JK CHK eY. LFS FL -20461 14 xa Ii or 14 BACKSEDDING COMPOUND I/2' GLASS BITE 1/7% 9/4"THK. GLASS I/B" TEMPERED GLASS AIR SPACE 1/B' TEMPERED GLASS 11ox/r---j PPH PREVW(g3A DURASEAL. ALUMINUM OR STEEL SPACER @AGLAIIII,IG; OITAII G1 O'S U. FrameOTSUteFrame Door Panels 8ACKBEDDING COMPOUND I(2' GLASS SITE I"THK. GLASS I IT TEMPERED GLASS AIR SPACE Ifit"TEMPERED N 10 X 1-1/2" GLASS r M r PPH PLASCREw 3B OURASEAL ALUMINUM OR STEEL SPACER AG L4 IING OITA 11 S'S U.. '.. G2 letSTSUtehome Door Ponels I/2" GLASS BITE--{j-- S/8'THICK GLASS DOOR PANEL IIT TEMPERED GLASS 10 AIR SPACE I I /T TEMPERED GLASS BACKBEDDING DURASEAL ALUMINUM COMPOUND OR STEEL SPACER G3 Rush MOLAIING DETAIL Glazing Door Panels o.... ' N0. 3,J P* fill 0% Z 00INTERNALGRID (GBG) INTERNAL GRID (GBG) 0 Oplionol Aluminum Spacer) E 0 9/16'INSULATED GLASS INSERT OPTIONS Z 0 C. o .0 I c 3.25* E 0 Uyl, 1-1 ca 0 DECORATIVE INSERT PRIVACY INSERT WROUGHT IRON INSERT -4 C13 0 or0 a. INTERNAL GRID (GOGI INTERNAL GRID (GBG) MINT BLIND L Oplionol Aluminum Spacer) (Aluminum Spoceo 21.1? MAX u Lo flox 1-Ir2" D.L.O. WIDTH I" INSULATED GLASS INSERT OPTIONS PPH PLASCREWBTS Full Lite Frame O fZ Z Zio ooh uo Z;Z op0 E; Optional Aluminum Spacer) Z INTERNAL GRID (GBG) INTERNAL GRID (GBG) PRIVACY INSERT tj-T -L-L - 2L - I CATE. 611116 1 XL 1.5- 17 WAM* N -TS S/8" INSULATED GLASS INSERT OPTIONS am MI. JK 3A ST3 LITE FRAME 136 BTS LITE FRAME CHIL W: LFSIw", UTE Glazing 1 GlorvgMrwc NO.: FL -20461.14 sKw 12 or 14 Z0 T—f @ IF —WIrlg FG. IliHr - RII-INIOS T in 2 INIWIM.G.THRESHOLDTHRESHOLD 4 lnwwgMod=,.leCkno1e Sit I -3/r gLNIr IHIrawtng 'THRESHOLD Tf 5.75" gLI=NSWING THRESHOLD B.j. THRESHOLD 36 tnswing Basic FtKd S-3hr Sil @LI=NSWING MTNREIHOLOHOLD Oak, 37 hwaV Basic FtKd 7.1/t Si 11111111///// LVW' N 4 40*4 zz PI J g ID III Its 2.36- = OZ INSWING WOOD JAMB 6 D Zo8 C OAd?Aloble 51q3 1—nn*q Composite AL4 go 0.1 gor SAY C 5.77' INSWING THRESHOLD THRESHOLD 3V aw—ing Basic —CompoOe Adjustable $5 em 4.56" 7.5r - I - c i8 T-- 0 mm INSWING IHRE.I=KOtD, O1M7IlN(NCIHI.EIHOLD2_ Basic C @C 2 AluminumbuwtngBasicCompositeAclimtobleSi! 7-117 17 Composite I Akominum Sig 6.0' 45.75 O &I T @20UMTSWINGTOKIIESHOLDD ADA THRESHOLD 18 'W. S. Composite / Aluminum Sit The" Break) IZI QATL 611116 SCAM' N.T.S. T ow w: JK 2.0F --4 1 CN& BY. ouwwc "04r.-'\ SWEEP r.-\-LWEEP V -,r-- kzll-- FL -20461.14 ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE 111111111///rr EMBEDMENT i0 MASONRY TO ADJACENT 4% • EDGE ANCHOR ITW 1/d" 1.1/d' 2" d" iAPCON OBlllOfMATERIALSBILLOFMATERIALS 1/d' 4f 8 i 00. Wa ITEM / DESCRIPTION MATERIAL REM I DESCRIPTION MATERIAL ITV! • J/16" I• AS SHOWN 1.1/7' iAPCON d CF.` 0 A 1 X BUCK (SG >= 0.42) WOOD 25 8 x 2-I /7' PFH WOOD SCREW STEEL B 2X BUCK (SG >= 0.42) WOOD 26 8 x 5/8" PFH WOOD SCREW STEEL n C 1 /4" MAX. SHIM SPACE 27 LATCH STRIKE PLATE STEEL O D 1 /4" X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 28 OEADBOLT STRIKE PLATE (STANDARD) - STEEL a zd' pi uN• MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 28A OEAOBOLT SUB STRIKE PLATE STEEL Z0 E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 288 DEA STRIKE PLATE (SECURITY) STEELSTEEL V'' _ zEz m u CW G 3/16" X 3-I/4" ITW CONCRETE SCREW STEEL 29 4" X 4" HINGE STEEL 60. so m J 1 /4" X 3-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 30 LATCH 8. DEADBOLT STRIKE PLATE (TONGUE SYSTEM) ALUM/COMP 14 maa L # 10 X 2-1 /7' PFH W000 SCREW (1.15" MIN. EMBEDMENT) STEEL 31 MULTIPOINT STRIKE PLATE (TONGUE SYSTEM) ALUM/COMP G z 10, M 3/16" X 2-1 /4" ITW CONCRETE SCREW STEEL 32 INSWING THRESHOLD ALUM/COMP W a d N 3/16" X 2-3/4"ITW CONCRETE SCREW STEEL 33 INSWING THRESHOLD ALUM/COMP 1 JAMB (FINGER JOINT PINE) WOOD 34 INSWING THRESHOLD ALUM/COMP 6 WEATHERSTRIP (MEDIUM REACH) FOAM 35 INSWING THRESHOLD ALUM/COMP a 1 37WEATHERSTRIP (LONG REACH) FOAM 36 INSWING THRESHOLD ALUM/COMP 8 SWEEP VINYL 37 INSWING THRESHOLD ALUM/COMP 1 V1 W J 9 SWEEP (USE w/ MODERATE CLIMATE THRESHOLD) VINYL 38 INSWING THRESHOLD ALUM/COMP m o10SWEEP (USE w/ PUBLIC ACCESS THRESHOLD) VINYL 39 INSWING THRESHOLD ALUM/COMP IS PUBLIC ACCESS THRESHOLD ALUM 40 DOOR PANEL (BOOK) w m 16 OUTSWING THRESHOLD ALUM/COMP 41 DOOR PANEL (HYBRID) o 17 OUTSWING THRESHOLD ALUM/COMP 42 DOOR PANEL (U 1) 0 n 1 18 OUTSWING THRESHOLD ALUM/COMP 43 FLUSH GLAZED DOOR PANEL (BOOK) 22 #8 x 3/4"PFH WOOD SCREW STEEL 44 FLUSH GLAZED DOOR PANEL (HYBRID) mmem 23 # 10 x 3/4" PFH WOOD SCREW STEEL 45 LUSH GLAZED DOOR PANEL (U1) 24 # 10 x 1"PFH WOOD SCREW STEEL 46 3/4 FLUSH GLAZED DOOR PANEL (BOOK) G 4 47 3/4 FLUSH GLAZED DOOR PANEL (HYBRID) z o 48 3/4 FLUSH GLAZED DOOR PANEL (U 1) NN V1 CONCRETE ANCHOR NOTES: i-o W w W z in I. Concrete anchor locations at the comers may be adjusted to maintain the min. aedgedistancetomorforjoints. o m 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to u maintain the min. edge distance to moilorjolnis, addilbriol concrete anchors N o may be required to ensure the MAX. ON CENTER- dimension ore not exceeded. v o a 3. Concrete anchor table: it i y W n z Z U om 6/1/16 SCALL N.T.S. i O.G. sn. JK m Gwc rn. LFS ; WOOD SCREW INSTALLATION NOTES: mimcM04 a I. Maintain o minimum 5/8"edge distance, 1- end distance. 6 I"o.c, spacing of v FL-20461.14 c wood screws to prevent the splitting of wood. SMaI 14 M 14 N O ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT i0 MASONRY TO ADJACENT EDGE ANCHOR ITW 1/d" 1.1/d' 2" d" iAPCON ELCO 1/d' 1.1/d' 1' 4" UIiRACON ITV! • J/16" 1•I/d" AS SHOWN 1.1/7' iAPCON ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT i0 MASONRY TO ADJACENT EDGE ANCHOR ITW 1/d" 1.1/d' 2" d" iAPCON ELCO 1/d' 1.1/d' 1' 4" UIiRACON ITV! • J/16" 1•I/d" AS SHOWN 1.1/7' iAPCON Florida Building Code Online Page 1 of 3 c:.CA.cA C( PAal'vcvr Or' l/ TV Business & Professional Regulation onv ne- Acao oac. oecao r nio a conuaoaca Florida Product Approval0USER: Public User t %= Product Approval Menu > Product or Application Search > Application Lisl > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method FL15332-R4 Revision 2017 Approved U MI Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsltlinger@miwd.com Brent Sltlinger bsltlinger@miwd.com Exterior Doors Sliding Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Luis Roberto Lomas PE -62514 National Accreditation and Management Institute 12/31/2018 Steven M. Urich, PE Rj Validation Checklist - Hardcopy Received FL15332 R4 COI FLCOI.odf Standard AAMA/WDMA/CSA 101/I.S.2/A440 Method 1 Option D Year 2008 https://www.floridabuildinc,.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtl-18572gvdW1... 4/11/20 18 Florida Building Code Online Date Submitted 08/11/2017 Date Validated 08/13/2017 Date Pending FBC Approval 08/15/2017 Date Approved 10/10/2017 Summary of Products Page 2 of 3 FL # Model, Number or Name Description 15332.1 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OXO 145-3/4"x80" NON- Installation Instructions REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No Fi I5332 R4 11 08-00500E.odf 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 F1.35332 R4 AE 510807D.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.2 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OX, XO, XX 96"x80" NON- REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL153325332 R4 11 08-00498E.odf 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 FL35332 R4 AE 530805D.Ddf PRESSURE RATINGS Created by independent Third Party: Yes 15332.3 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OXO 145-3/4"x96" Limits of Use Installation Instructions Approved for use in HVHZ: No FL153325332 R4 11 08-02248C.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R4 AE 512968C odf PRESSURE RATINGS I Created by Independent Third Party: Yes 15332.4 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OX, XO, XX 96"x96" Limits of Use Installation Instructions Approved for use in HVHZ: No F 15332 R4 11 08-02249C.0f 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 Fi i S332 R4 AE 512969C odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.5 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED XXX 143"x96' Limits of Use Installation Instructions Approved for use in HVHZ: No FI 15332 R4 11 08-02250C.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R4 AE 512970C.pdf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.6 SERIES 420 REINFORCED ALUMINUM SGD SERIES 420 REINFORCED ALUMINUM SGD OX, XO, XX 96"x96' Limits of Use Installation Instructions Approved for use in HVHZ: No Ft i 5332 R4 11 08-00499E.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN Fl 35332 R4 AE 510806D.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.7 SERIES 420 REINFORCED SERIES 420 REINFORCED ALUMINUM SGD OXO 146"x96' ALUMINUM SGD Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Installation Instructions FL15332 R4 11 08-00501E.Ddf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports littps://www.floe-idabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgti-18572gvdWl... 4/11/2018 Florida Building Code Online Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FI 15332 R4 AE 510808D.Ddr PRESSURE RATINGS I Created by Independent Third Party: Yes Page 3 of 3 15332.8 SERIES 430/440 ALUMINUM SGD SERIES 430/440 ALUMINUM SGD XXX 143"x80" NON- REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 11 08.00502E.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R4 AE 510809D.0f PRESSURE RATINGS I Created by Independent Third Party: Yes 15332.9 [ ALUMINUM ERIES 430/440 REINFORCED SERIES 430/440 REINFORCED ALUMINUM SGD XXX SGD 143"x96" Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 II 08-00503E.Ddf 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 FI 15332 R4 AE 510810D.0f PRESSURE RATINGS Created by Independent Third Party: Yes Bad Noat Contact lis :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: BSO -487-182 The State of Florida is an WEED employer. Copyright 2007.2013 State of Florida.:: Privacy Statement :: Accessibility 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 PubIK-records request, do not send electronic mad to this entity. Instead, contact the office by phone or by traditional mail If you have any questions, please Contact 650.487.1395. -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 of they have one. The emads provided may be used for official communication with the licensee However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine of you are a licensee under Chapter 455, F.S., please cock here . Product Approval Accepts: a ® OW Credit Card Safe https://www. floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWl... 4/11/2018 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WINO LOAD DURATION FACTOR Cd -1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL: EXTRUDED ALUMINUM 6063—T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16' OR GREATER OCCURS MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO NOT REOUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO = OVERHANG LENGTH/OVERHANG HEIGHT. 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8- MINIMUM EMBEDMENT INTO SUBSTRATE., LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13 ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 8 CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90. GRADE N, TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL 18GA. 33KSI OR ALUMINUM 6063—T5 .048' THICK MINIMUM TABLE OF CONTENTS SHEET NO. DESCRIPTION NOTES ELEVATION REVISON5 MI WINDOWS AND DOORS LLC 11111I111///i ocscRWIION Wtt APPROVEO ADDED CHARTS 03/06/12 R.L. REVISED PER NEW TESTING 10/15/13 R.L. ADDEO FLANGE INSTALLATIONS 12/06/13 R.L REVISED INSTALLATION DETAILS 06/05/15 R.L. REVISED INSTALLATION DETAILS 06/22/17 R.L. SIGNED: 06/22/2017 MI WINDOWS AND DOORS LLC 11111I111///i 650 WEST MARKET STREET GRATZ. PA 17030 J\? * llqii SF ,JI 0143" SERIES 430/440 XIX SGD_ x 96" REINFORCED l%Gocr= 4TATNOTESp iOFORAWN F.A. 08-00503 Luis R. Lomas P.E. SCA" NTS °"'' 02/23/09 1 -Ec' 1 OF 9 L ROGERTOLOWSPE. 32 WOODFORD RD LEWISVILLE. NC 27027 434666.0609 dit n sdWbmsspP.o FL No.: 62514 143" MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART #3 FOR NUMBER OF LOCATIONS _ REOUIRED 17 MAX 6" MAX 6" MAX j I O.C. 6" MAX I 17" MAX O.C. 96" MAX FRAME HEIGHT L 6" MAX SERIES 430/440 XIX SGO EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING t40.OPSF NONE SEE CHARTS #1 AND X2 FOR OTHER UNITS RATINGS NOTES' 1. MAXIMUM PANEL SIZE: 48 112"x 95" 2 MAXIMUM 0 L.O : 44 3(4. x 90 518' HAROWARESCHEOULE FLAT MOUNTED HANDLE SET (99-04.145) AT 37 314- ON CENTER FROM PANEL BOTTOM METALLIC TANOEM ROLLERS (99.17-195) AT EACH ENO OF PANEL BOTTOM RAILS JMINVM6O63-T6 REINFORCEMENT (668) AT ALL PANEL INTERLOCKS JMINUM6063-T5 REINFORCEMENT (4237) INTERLOCK ADAPTOR AT INTERIOR FACE OF OPERABLE PANEL INTERLOCK REVWN5 REV ocscRIPTIDN Snple Panel and Total Frane Wtlih (n) X ADDED CHARTS X SERIES 430/440 XIX SGO EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING t40.OPSF NONE SEE CHARTS #1 AND X2 FOR OTHER UNITS RATINGS NOTES' 1. MAXIMUM PANEL SIZE: 48 112"x 95" 2 MAXIMUM 0 L.O : 44 3(4. x 90 518' HAROWARESCHEOULE FLAT MOUNTED HANDLE SET (99-04.145) AT 37 314- ON CENTER FROM PANEL BOTTOM METALLIC TANOEM ROLLERS (99.17-195) AT EACH ENO OF PANEL BOTTOM RAILS JMINVM6O63-T6 REINFORCEMENT (668) AT ALL PANEL INTERLOCKS JMINUM6063-T5 REINFORCEMENT (4237) INTERLOCK ADAPTOR AT INTERIOR FACE OF OPERABLE PANEL INTERLOCK REVWN5 Design pressure chart (p SO REV ocscRIPTIDN Snple Panel and Total Frane Wtlih (n) A ADDED CHARTS 1n) 8 REVISED PER NEW TESTING Pw Nap Pw Nop Poa Nap Poo Nov C ADDED FLANGE INSTALLATIONS 11.0 D REVISED INSTALLATION DETAILS 40.0 51.7 40.0 46.1 40.0 42.3U E REVISED INSTALLATION DETAILS CHART FI 96.0 56.6 56.6 .7 13.7 WHERE WATER INFILTRATION RESISTANCE IS REOUIRED SEE NOTE 9 SHEET 1 Design pressure chart (p SO Frarre Snple Panel and Total Frane Wtlih (n) Height 30.0 36.0 1 42.0 47.7 1n) 90.00 101.00 136.00 143.00 90.00 126.00 Pas Nep a Nog Pw Nap Pw Nop Poa Nap Poo Nov 11.0 10.0 57 8 40 0 52.0 t0.0 4d.0 11.0 00 54.6 40.046.9 40.0 45.0 92.0 40.0 51.7 40.0 46.1 40.0 42.3U960t0048.0 t0.0 43.7 40.0 t0.0 CHART a2 WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED SEE NOTE 9 SHEET 1 Dosign preswro chart (pso Frarte Segk Panel and Total Pram NMOL (in) Fbighl JO.0 36.0 I 42.0 47.7 n) 90.00 126.00 Pas Nep a Nog 14300 Poa Nep 84.0 60.0 60.0 0 520 46.0 46.0 88.0 600 60.0 9 46.9 49.O 45.0 45.0 92.0 596 59.6 .1 46.1 42.3 42.3 96.0 56.6 56.6 .7 13.7 10.0 40.0 CHART r3 Number of anchor locations required Frans Sogb Panel and Total Frans N1dth (e1) Haight 0.0 Al20 47.7Al 0 126.0 143.0 H65 I Jamb I H65 I Jamb H&S Jamb H&S Jamb 84.0 6 6 7 6 B 6 9 6 11.0 7 6 76 6 6 9 6 92.0 7 6 7 ±6 d !96 96.0 7 6 7 6 6 6 8 6 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430/440 XIX SGD 143" x 96' REINFORCED ELEVATIONS ORAx01: OWG NO F.A. 08-00503 SO1E NTS IOATC 02/23/09 1 SHES 2 OF 9 L ROBERTO LOMAS P E. 1472 WOODFORD RD LEWISVILLE. NC 27023 434488-0609 rdanNs@mo naspo.00m PATE APPROVED 03/06/12 R.I. 10/15/13 R.L 12/06/13 R L. 08/05/15 R.L. 06/22/17 R.I. SIGNED: 06/22/2017 0 p ; STTATTrE OF i0 • kr 0 Rl0* ONA `1 a`` Luis R. Lomas P.E. FL No.: 62514 1/2' MIN. EDGE DISTANCE 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR II 11 II II 11 11 INTERIOR LULL V151AINl,L VERTICAL CROSS SECTION W000 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 SE DESIGNED IN ACCORDANCE WITH ASTM E2112 1 3/8 MIN. EMBEDMENT L_ 1/2- MIN. EDGE DISTANCE 10 WOOD SCREW iE SET IN APPROVED MIN. RENT WOOD FRAMING OR 2X BUCK BY OTHERS 1/4" MAX. SHIM SPACE RMS0-s RN OESCIRPTION WTE APPROVEO A ADDED CHARTS 03/06/12 R.L. 0 REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 RL. 0 REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 RL. JAMB INSTALLATION DETAIL W000 FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430/440 XIX SGD 143" x 96" REINFORCED FRAME INSTALLATION DETAILS ORA": MG NO. F.A. 1 08-00503 s<xE NTS — 02/23/09 1 S-EEI3 OF 9 L. ROBERTO LOMAS P E 1432 WOODFORD RO LEWISVILLE. NC 27027 434•666.0609 marasdudmuspe own SIGNED: 06/22/2017 la I Illi qGEN,p.'J1 00 TAT SOF 1111111110' Luis 10' G\?\\ Luis R. Lomos P.E. FL No.: 62514 1 3/8- MIN. WOOD FRAMING EMBE4MENT OR 2X BUCK BY OTHERS 1/4" MAX SHIM y10WOOD SPACE SCREW I 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR II 11 II II 11 11 INTERIOR LULL V151AINl,L VERTICAL CROSS SECTION W000 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 SE DESIGNED IN ACCORDANCE WITH ASTM E2112 1 3/8 MIN. EMBEDMENT L_ 1/2- MIN. EDGE DISTANCE 10 WOOD SCREW iE SET IN APPROVED MIN. RENT WOOD FRAMING OR 2X BUCK BY OTHERS 1/4" MAX. SHIM SPACE RMS0-s RN OESCIRPTION WTE APPROVEO A ADDED CHARTS 03/06/12 R.L. 0 REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 RL. 0 REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 RL. JAMB INSTALLATION DETAIL W000 FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430/440 XIX SGD 143" x 96" REINFORCED FRAME INSTALLATION DETAILS ORA": MG NO. F.A. 1 08-00503 s<xE NTS — 02/23/09 1 S-EEI3 OF 9 L. ROBERTO LOMAS P E 1432 WOODFORD RO LEWISVILLE. NC 27027 434•666.0609 marasdudmuspe own SIGNED: 06/22/2017 la I Illi qGEN,p.'J1 00 TAT SOF 1111111110' Luis 10' G\?\\ Luis R. Lomos P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS 010 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2" MIN. EDGE DISTANCE 1/4" MAX. IA IB C r SHIM SPACE 1 1/2" MIN. EDGE DISTANCE 010 SMS OR SELF DRILLING SCREW EXTERIOR I I I1 11 11 11 11 INTERIOR #10 SMS OR SELF DRILLING SCREWS 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 BYOTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 TO BE SET IN X0 OF APPROVED 11.ANT METAL STRUCTURE BY OTHERS L 1/4" MAX. I CUM CDArr EXTERIOR REVISIONS REV DESCRIPTION CATE I APPROVED A ADDED CHARTS 03/06/12 R.L. 8 REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. 0 REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430/440 XIX SGO 143" x 96" REINFORCED FRAME INSTALLATION DETAILS ORAMN: DMO NO F.A. 1 08-00503 M*LE NTS 10AM 02/23/09 1 SHEET 4 OF 9 L ROBERTOLOWSPE. 1U2 WOODFORD RD LEMSVR.LE. NC 27027 4V-666-0609 Abmu@ID b-z$PRccm SIGNED: 06/22/2017 1R IL 0 E N SF'vJ+' p ; STAT50F 'QjZ oF•'°(ORtO•'' E Luis R. Lomas P.E. FL No.: 62514 CONCRETE/ MASONRY BY OTHERS OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16" TAPCON MASONRY/ CONCRETE BY OTHERS 1 1/2' MIN SEPARATION i 115,I. _ 1" MIN. EDGE DISTANCE 3/ 16" TAPCON EXTERIOR If 11 11 11 11 11 INTERIOR ztl^RA l lug`! VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION 1 1/4" MIN. EMBEDMENT 1" MIN. EDGE DISTANCE 3' MIN. SEPARATION 3/16" TAPCON SILL TO BE SET IN A BED OF APPROVED SEALANT CONCRETE/MASONRY BY OTHERS F 1 1/4" MIN. EMBEDMENT 1" MIN. EDGE DISTANCE 1/4" MAX. r SHIM SPACE OPTIONAL IX BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 JAMB INSTALLATION DETAIL CONCRETE/MASONRY 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 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430/440 XIX SGD 143" x 96" REINFORCED FRAME INSTALLATION DETAILS DRAWN: DWG NO rFA, 08-00503 NTS IDATE 02/23/09 1 SNEE35 OF 9 L. ROSERTO LOADS P E 1432 WOODFORD RD LEWISVILLE. NC 27023 434-M-0609 4am4s@kko spe aNe SIGNED: 06/22/2017 IRElV o- v STATE OF04z E // is` S/ONA"E G\ Luis R. Lomas P.E. FL No.: 62514 RCVISIONS REV DESCRIPTION DATE APPROVED A ADDED CHARTS 03/06/12 R.L. 8 REVISED PER NEW TESTING 10/15/13 R L. C ADDED FLANGE INSTALLATIONS 12/05/13 R.L. D REVISED INSTALLATION DETAILS 08/05/1S RL E REVISED INSTALLATION DETAILS 1 06/22/17 IRL JAMB INSTALLATION DETAIL CONCRETE/MASONRY 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 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430/440 XIX SGD 143" x 96" REINFORCED FRAME INSTALLATION DETAILS DRAWN: DWG NO rFA, 08-00503 NTS IDATE 02/23/09 1 SNEE35 OF 9 L. ROSERTO LOADS P E 1432 WOODFORD RD LEWISVILLE. NC 27023 434-M-0609 4am4s@kko spe aNe SIGNED: 06/22/2017 IRElV o- v STATE OF04z E // is` S/ONA"E G\ Luis R. Lomas P.E. FL No.: 62514 1/2" MIN. EDGE DISTANCE 1 3/8" MIN 00 FRAMING 1111, cry l OR 2X BUCK I APPROVED BY OTHERS M/AX:- 03/06/12 SHIM90SPACEAfj10WOOD R.L. SCREW ADDEO FLANGE INSTALLATIONS EXTERIOR II II II n II n INTERIOR 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 1/2" MIN. EDGE DISTANCE 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 SILL TO BE SET IN A BED OF APPROVED SEALANT 1 3/8" MIN. EMBEDMENT 1 3/8 MIN. EMBEDMENT T - 1/2" MIN. EDGE DISTANCE 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 1/4" MAX. I SHIM SPACE REVISIONS REV OCSCRIVfgN DATE I APPROVED A ADDED CHARTS 03/06/12 RL 0 REVISED PER NEW TESTING 10/15/13 R.L. C ADDEO FLANGE INSTALLATIONS 12/06/13 R.L. 0 REVISED INSTALLATION DETAILS 08/05/15 R.I. E REVISED INSTALLATION DETAILS 06/22/17 RL JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRAT2, PA 17030 SERIES 430/440 XIX SGD 143" x 96' REINFORCED FLANGE INSTALLATION DETAILS DRAWN. OWG N0. F.A. 08-00503 svyE NTS — 02/23/09 $11E1' 6 OF 9 L. RWERTO LOADS RE 1432 WOODFORD RD LE WISVILLE. NC 27023 434 -SM -0609 Dom SIGNED: 06/22/2017 JSS .. ! I.. 4 "/ p ; ' AT SOf , , Luis R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS JiO SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS MIN. EDGE DISTANCE r 1/4- MAX. SHIM SPACE I OR 1/2• LUNG MIN. EDGE DISTANCE 10 SMS OR SELF DRILLING SCREWS L TO BE SET IN 3ED OF DROVED SEALANT METAL STRUCTURE BY OTHERS EXTERIOR 1/2"MIN, 1--j EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: I INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1/4' MAX. SHIM SPACE JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430/440 XIX SGD 143" x 96" REINFORCED FLANGE INSTALLATION DETAILS DRAWN: ORO ND. F.A. 08-00503 SCALE NTS 10ATE 02/23/09 1SNEET 7 OF 9 L. ROBERTO LOMAS RE 1432 WOODFORD RD LE WISVILLE, NC 27023 43448ea509 'ftw$®6Aonwspv m SIGNED: 06/22/2017 IjIj J S 1R 11L Z r" GENy 9J1 i TAT SOF REV ii.c Luis R. Lomos P.E. FL No.: 62514 REYMAM REV OESOUPWAI DATE APPRO"ED A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. 0 REVISED INSTALLATION DETAILS 08/05/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430/440 XIX SGD 143" x 96" REINFORCED FLANGE INSTALLATION DETAILS DRAWN: ORO ND. F.A. 08-00503 SCALE NTS 10ATE 02/23/09 1SNEET 7 OF 9 L. ROBERTO LOMAS RE 1432 WOODFORD RD LE WISVILLE, NC 27023 43448ea509 'ftw$®6Aonwspv m SIGNED: 06/22/2017 IjIj J S 1R 11L Z r" GENy 9J1 i TAT SOF REV ii.c Luis R. Lomos P.E. FL No.: 62514 1 1/2" MIN. CONCRETE/ SEPARATION MASONRY BY OTHERS 1" MIN. EDGE DISTANCE EXTERIOR INTERIOR 1 1/4" MIN. EMBEDMENT 1" MIN. RM510N5 1/4" MAX. SHIM SPACE EDGE DISTANCE ° DESCRIPTION DATE 1 1/4" MIN. A ADDED CHARTS 3" EMBEDMENT 8 10414- 10/15/13 RL C ADDED FLANGE INSTALLATIONS OPTIONAL R.L D REVISED INSTALLATION DETAILS IX BUCK R.L. E I REVISED INSTALLATION DETAILS TO BE 1 R.l E H ASTM E2DESIGEDNACCORDANCEWITH PROPERLY 2 7/8" MIN. 1" MIN. MI WINDOWS AND DOORS LLC 1+R Ilirrr SEPARATION EDGE DISTANCE 650 WEST MARKET STREET PA MAX SECURED GRATZ, 17030 VERTICAL CROSS SECTION SERIES 430/440 XIX CONCRETE/MASONRYINSTALLATION M SPACE 6"REI ED143" 96' REINFORCED SEE NOTE 3 IFLANGEINSTALLATION DETAILS E tcTZ Owc 08-00503 rtE i 0S `ORIOG\\ SHEET 1 F AWN ON1111+\ SME NTS DATE 02/23/09 SHEET OF 9 L R08ERTOI-OMASPE LUIS R. LD1nO5 P.E. 3/16" TAPCON EXTERIOR INTERIOR 1 1/4" MIN. EMBEDMENT 1" MIN. RM510N5 1/4" MAX. SHIM SPACE EDGE DISTANCE ° DESCRIPTION DATE APPROVED A ADDED CHARTS 3" RL. 8 MIN. SEPARATION b 10/15/13 RL C ADDED FLANGE INSTALLATIONS 12/06/13 INTERIOR 3 3/16" TAPCON 16" TAPCON .• SILL TO BE SET IN . v EXTERIOR A BED OF APPROVED SEALANT OPTIONAL 1X BUCK IIltFH4s{lI F-49111 CONCRETE/MASONRY TO BE PROPERLY BY OTHERS SECURED SEE NOTE 3 SHEET 1 J JAMB INSTALLATION DETAIL CONCRETE/MASONRY INSTALLATION MASONRY/ RM510N5 REV DESCRIPTION DATE APPROVED A ADDED CHARTS 03/06/12 RL. 8 REVISED PER NEW TESTING 10/15/13 RL C ADDED FLANGE INSTALLATIONS 12/06/13 R.L D REVISED INSTALLATION DETAILS 08/05/15 R.L. E I REVISED INSTALLATION DETAILS 06/22/17 1 R.l J JAMB INSTALLATION DETAIL CONCRETE/MASONRY INSTALLATION MASONRY/ CONCRETE I l I I BY OTHERS 1 NOTES 1 1/4" MIN. I INTERIOR AND EXTERIOR FINISHES. BY OTHERS. EMBEDMENT NOT SHOWN FOR CLARITY OTHERSPERIMETERS TOBEpEHASTME2DESIGEDNACCORDANCEWITH SIGNED: 06/22/2017 2 7/8" MIN. 1" MIN. MI WINDOWS AND DOORS LLC 1+R Ilirrr SEPARATION EDGE DISTANCE 650 WEST MARKET STREET PAGRATZ, 17030 VERTICAL CROSS SECTION SERIES 430/440 XIX CONCRETE/MASONRYINSTALLATION 6"REI ED143" 96' REINFORCED 7( 0y c.* a= y wi1 TAT OFIFLANGEINSTALLATIONDETAILSE tcTZ Owc 08-00503 rtE i 0S `ORIOG\\ F AWN ON1111+\ SME NTS DATE 02/23/09 SHEET OF 9 L R08ERTOI-OMASPE LUIS R. LD1nO5 P.E. 1432 WOOOFORO RD LEWISVILLE. NC 27027 FL NO.: 62514 434.698.0609 MOR1aS@&fa-apv Dam 1 5/8" MIN. EDGE DIST. TRIM INTERIOR MASONRY/CONCRETE BY OTHERS HOOK STRIP 1 1/4" MIN. EMBEDMENT 1X BUCK BY OTHERS. 1X BUCK TO BE PROPERLY SECURED 3/16" EXTERIOR 1 `- PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRYICONCRETE METAL STRUCTURE BY OTHERS TRIM —, INTERIOR HOOK STRIP AVASIONS REY OESCRORgN PATE I PPRMO A ADDED CHARTS 03/06/12 R.I. 8 REVISED PER NEW TESTING 10/15/13 R L. C ADDED FLANGE INSTALLATIONS 12/06/13 R L 0 REVISEO INSTALLATION DETAILS 08/05/15 R L. E REVISED INSTALLATION DETAILS 06/22/17 RL 1/2" MIN. EDGE DISTANCE 10 SELF GRILLING SCREW PANEL 1/2" MIN EXTERIOR AW INTERLOCK EDGE DISTANCE HOOK STRIP INSTALLATION METAL STRUCTURE 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 E2112 INTERIOR TRIM1 3/8' MIN. EMBEDMENT HOOK STRIP 10 WOOD I I SCREW EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION 2X BUCK/WOOD FRAMING MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 430/440' XIX SGD 143" x 96" REINFORCED HOOK INSTALLATION DETAILS DRAWN* ORG N0. F.A. 08-00503 SALE NTS -E 02/23/09 1SHEET9 OF 9 L ROBEN70 LOMAS RE 1422 WOOOFONO RD LEWISVTLLE. NC 27027 2JU•686-0609 AbmaSv&Awm Oa Dom SIGNED: 06/22/2017 IILl0,Iv • err E N q Ar o 51 T AT EOF SS aNAi1 ac\ Luis R. LomasP.E. FL No.: 62514 Florida Building Code Online Page 1 of 3 Product Manufacturer Windsor Door MFG. LLC Address/Phone/Email 5800 SCOTT HAMILTON DR. LITTLE ROCK, AR 72209 501) 570-9213 DMCMAHAN@ W I N DSORDOOR.COM Authorized Signature David McMahan DMCMAHAN @ W I N DSORDOOR. COM Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional 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 JOHN SCATES the Evaluation Report Florida License PE -51737 Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 08/28/2018 Validated By Kurt Dietrich PE G Validation Checklist - Hardcopy Received Certificate of Independence FLIS080 R3 COI Cert of Ind Scates 2017 s.Ddf Referenced Standard and Year (of Standard) Standard Year DASMA 108 2012 DASMA 115 2012 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D https://www.floridabLiilding.org/pr/pr_app_dtl.aspx?parani=wGEVXQwlDquS7')Fi-2ZyiPt... 4/11/2018 Business & Professional Regulation SCIS Home I Log In I User Registration Hol Topics I Submit Surcharge j Slats 6 Facts I Publications j FEC Stall I SCIS Site Map I Links I search I bProduct ApprovalrUSER. Public User i r quv Product Approval Menu > ProEUCI or Aopiication Search > Application Us t > Application Detail FL # FL15080-113 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Windsor Door MFG. LLC Address/Phone/Email 5800 SCOTT HAMILTON DR. LITTLE ROCK, AR 72209 501) 570-9213 DMCMAHAN@ W I N DSORDOOR.COM Authorized Signature David McMahan DMCMAHAN @ W I N DSORDOOR. COM Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional 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 JOHN SCATES the Evaluation Report Florida License PE -51737 Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 08/28/2018 Validated By Kurt Dietrich PE G Validation Checklist - Hardcopy Received Certificate of Independence FLIS080 R3 COI Cert of Ind Scates 2017 s.Ddf Referenced Standard and Year (of Standard) Standard Year DASMA 108 2012 DASMA 115 2012 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D https://www.floridabLiilding.org/pr/pr_app_dtl.aspx?parani=wGEVXQwlDquS7')Fi-2ZyiPt... 4/11/2018 Florida Building Code Online Page 2 of 3 Date Submitted 12/07/2017 Date Validated 12/07/2017 Date Pending FBC Approval 12/09/2017 Date Approved 02/13/2018 summary of Products FL # Model, Number or Name Description 15080.1 1 RESIDENTIAL PAN DOORS Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant,. No Design Pressure: +22.9/-26.4 Other: +22.9/-26.4 LISTED IS FOR THE 9' 0" X 7' 0" OTHER SIZES AND PRESSURES ARE LISTED ON THE DRAWINGS 15080.2 1 RESIDENTIAL PAN DOORS Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +22.9/-26.4 Other: +22.9/-26.4 LISTED IS FOR THE 9' 0" X 7' 0" OTHER SIZES AND PRESSURES ARE LISTED ON THE DRAWINGS 15080.3 1 RESIDENTIAL PAN DOORS Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +27/-31.2 Other: +27.0/-31.2 LISTED IS FOR THE 9'0' X 7' 0" OTHER SIZES AND PRESSURES ARE LISTED ON THE DRAWINGS MODELS 724, 426, 735, 750, 755 Installation Instructions FL35080 R3 11 99A061-revF JambAttach s.ndf F1,15080 R3 II 99AO75 Locklnstall s.pdf FL15080 R3 11 99B079-revB s.pdf Verified By: JOHN E. SCATES, PE FL 51737 Created by Independent Third Party: Yes Evaluation Reports FL15080 R3 AE Eval Report ResPan r2 s.pdf Created by Independent Third Party: Yes MODELS 724, 426, 735, 750, 755 Installation Instructions FL15080 R3 11 99A061 revF JambAttach s.pdf FL15080 R3 11 99AO75 Locklnstall s.pdf FL15080 R3 11 99B080-revC s.pdf Verified By: JOHN E. SCATES, PE FL 51737 Created by Independent Third Party: Yes Evaluation Reports FL35080 R3 AE Eval Report ResPan r2 s.odf Created by Independent Third Party: Yes MODELS 724, 426, 735, 750, 755 Installation Instructions FI 15080 R3 11 99A061-revF JambAttach s.odf F1.15080 R3 11 99AO75 Locklnstall s.pdf FL15080 R3 11 9913081-revC s.pSI-f Verified By: JOHN E. SCATES, PE FL 51737 Created by Independent Third Party: Yes Evaluation Reports FL150805080 R3 AE Eval Report ResPan r2 s.odf Created by Independent Third Party: Yes 15080.4 RESIDENTIAL PAN DOORS MODELS 724, 426, 735, 750, 755 Limits of Use Installation Instructions R3 11 99A061-revF ]ambAttach s.odfApprovedforuseinHVHZ: No FL15080 n' 11 99AO75 Locklnstall s.odfApprovedforuseoutsideHVHZ: Yes FL15080 FL15080 R3 11 99B082-revC s.pdfImpactResistant: No Design Pressure: +31.2/-35.8 Verified By: JOHN E. SCATES, PE FL 51737 Other: +31.2/-35.8 LISTED IS FOR THE 9' 0" X 7'0" Created by Independent Third Party: Yes OTHER SIZES AND PRESSURES ARE LISTED ON THE Evaluation Reports DRAWINGS FL15080 R3 AE EvaI Report ResPan r2 s.odf Created by Independent Third Party: Yes 15080.5 RESIDENTIAL PAN DOORS Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +42.6/-48.9 Other: +42.6/-48.9 LISTED IS FOR THE 9' 0" X 7' 0" OTHER SIZES AND PRESSURES ARE LISTED ON THE DRAWINGS 15080.6 I RESIDENTIAL PAN DOORS Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +42.6/-48.9 Other: +42.6/-48.9 LISTED IS FOR THE 9' 0" X 7' 0" OTHER SIZES AND PRESSURES ARE LISTED ON THE DRAWINGS 15080.7 1 RESIDENTIAL PAN DOORS MODELS 724, 426, 735, 750, 755 Installation Instructions FL15080 R3 11 99A061-revF ]ambAttach s.pdf FL15080 R3 11 99A075 Locklnstall s.pdf FL15080 R3 Il 99B083-revC s.pdf Verified By: JOHN E. SCATES, PE FL 51737 Created by Independent Third Party: Yes Evaluation Reports FL15080 R3 AE Eval Report ResPan r2 s.odf Created by Independent Third Party: Yes MODELS 724, 426, 735, 750, 755 Installation Instructions FL15080 R3 II 99A061-revF JambAttach s.ndf FF t 80 R3 11 99A075 Locklnstall s.pdf FL15080 R3 11 995084-revB s.odf Venfied By: JOHN E. SCATES, PE FL 51737 Created by Independent Third Party: Yes Evaluation Reports FL15080 R3 AE Eval Report ResPan r2 s.odf Created by Independent Third Party: Yes MODELS 724, 426, 735, 750, 755 littps://www.floridabuilding.org/prlpr_app_dti.aspx?param=wGEVXQwtDquS73Fr2ZyiPt... 4/11/2018 Florida Building Code Online Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25 5/-28.5 Other: +25.5/-28.5 LISTED IS FOR THE 20' 0" WIDE UP TO 12' 3" TALL OTHER SIZES AND PRESSURES ARE LISTED ON THE DRAWINGS 15080.8 I RESIDENTIAL PAN DOORS Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +37.8/-42.9 Other: +37.8/-42 9 LISTED IS FOR THE 8' 0" X 7'0" OTHER SIZES AND PRESSURES ARE LISTED ON THE DRAWINGS WINDOWS ARE NOT AVAILABLE FOR WINDBORNE DEBRIS APPLICATIONS. Page 3 of 3 Installation Instructions FL15080 R3 11 99A061-revF JambAttach s ydf FL15080 R3 Il 99A075 Locklnstall S.pdf FL15080 R3 II 99B095-revA S.Ddf Verified By: JOHN E. SCATES, PE FL 51737 Created by Independent Third Party: Yes Evaluation Reports FLIS080 R3 AE Eval Report ResPan rZ S.Odf Created by Independent Third Party: Yes MODELS 724, 426, 735, 750, 755 Installation Instructions FL15080 R3 Il 99A061-revF lambAttacIt s.Ddf FL15080 R3 11 99AO75 Locklnstall s.pdf FI R3 11 99B096-revA S.Ddf Verified By: JOHN E. SCATES, PE FL 51737 Created by Independent Third Party: Yes Evaluation Reports FL15080 R3 AE Eval Report ResPan r2 s.pdf Created by Independent Third Party: Yes Bat.k Neat contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone. 850.487.182 The State of Florida is an AA/EEO employer. f-oavrioht 2007.2013 State of Florida... Privacy Statement :. &WjjjbiUty 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 sendelectronicmailtothisentity. Instead, contact the office try phone or by traditional mail. If you have any questions, please contact 850.487.1395 -Pursuant toSection455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address iftheyhaveoneTheemailsprovidedmaybeusedforofficialcommunicationwiththelicensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with anemail addressddFssh ease Click here • available to the public. To determine if you are a licensee under Chapter Product Approval Accepts: SeCUritylIETRICS' litti)s://www.noridabLiilding.ol-g/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS73Fr2ZyiPt... 4/11/2018 Florida Building Code Online Page I of 3 UBusiness & li Professional ' ' fA= BCIS Morrie I Loo In I User ReO1slrabon i Hol Topics I Submit surchaw Slats S FOCI5 DubbcJbon, I FB: Sla'f Be!s Srtc rsap ; u nks I search i Product Approval ra USER: hiDllc User iVsa<+jic I n Delally, > Pr41111r1 a AooIL.lIM1 Staua > 90Di1ilC1QO.Vit > ADDlical o FL # 1115080-R3 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Windsor Door MFG. LLC Address/Phone/Email 5800 SCOTT HAMILTON DR. LITTLE ROCK, AR 72209 501)570-9213 DMCMAHAN @ W I NDSORDOOR.COM Authorized Signature David McMahan DMCMAHAN@W I NDSORDOOR. COM Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional 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 JOHN SCATES the Evaluation Report Florida License PE -51737 Quality Assurance Entity lntertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 08/28/2018 Validated BY Kurt Dietrich PE Rl Validation Checklist - Hardcopy Received Certificate of independence Referenced Standard and Year (or Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method r1.1 4@Q.Lt3S9L C!l f_Inll_SC@tt:s_2SlL?_s:psl Rand"r Year DASMA 108 2012 DASMA 115 2012 Method 1 Option D hitps://www.Ilori(labuilding.org/pr/pr_app_dtl.aspx'?param=wGL- VXQ\.\,lDquS731:1'2ZyiPt... 3/14/2018 Florida Building Code Online Date Submitted 12/07/2017 Date Validated 12/07/2017 Date Pending FBC Approval 12/09/2017 Date Approved 02/13/2018 c--ary of PfOducts Page 2 of 3 FL # Model, Number or Name Description 15080.1 RESIDENTIAL PAN DOORS MODELS 724, 426, 73S, 750, 755 Limits of Use Installation Instructions Approved for use in HVHZ: No fj„L5Q80 RN 11 99A061-revF JambAtta d_f Locktnstall_5.>;OI Approved for use outside HVHZ: Yes U R3 ti 99A075 FI 15080 R3 II 99B079•rM s.oWf Impact Resistant: No Design Pressure: +22.9/-26.4 Verified By: JOHN E. SCATES, PE FL 51737 Other: +22.9/-26.4 LISTED IS FOR THE 9' 0" X 7' 0" Created by Independent Third Party: Yes OTHER SIZES AND PRESSURES ARE LISTED ON THE Evaluation Reports DRAWINGS ELI IQW R3 AE Evil Rctwrt Re Pan r2 s.Ddf Created by Independent Third Party: Yes RESIDENTIAL PAN DOORS Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +22.9/-26.4 Other: +22.9/-26.4 LISTED IS FOR THE 9' 0" X 7' 0" OTHER SIZES AND PRESSURES ARE LISTED ON THE DRAWINGS 15080.3 1 RESIDENTIAL PAN DOORS Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +27/-31.2 Other: +27.0/-31.2 LISTED IS FOR THE 9'0* X 7'0" OTHER SIZES AND PRESSURES ARE LISTED ON THE DRAWINGS 15080.4 1 RESIDENTIAL PAN DOORS Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +31.2/-35.8 Other: +31.2/-35.8 LISTED IS FOR THE 9' 0" X 7' 0" OTHER SIZES AND PRESSURES ARE LISTED ON THE DRAWINGS 15080.5 I RESIDENTIAL PAN DOORS Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +42.6/-48.9 Other: +42.6/-48.9 LISTED IS FOR THE 9' 0" X 7'0" OTHER SIZES AND PRESSURES ARE LISTED ON THE DRAWINGS 15080.6 1 RESIDENTIAL PAN DOORS Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant- No Design Pressure: +42.6/-48.9 Other: +42.6/-48.9 LISTED IS FOR THE 9' 0" X 7' 0" OTHER SIZES AND PRESSURES ARE LISTED ON TI1E DRAWINGS 15080 7 MODELS 724, 426, 735, 750, 755 Installation Instructions fL15080 R3 tt 99A061-revF JambAllach smdf fJ jS0II0 R3 tl 99A025 LocklnstaII s,odf FI +5080 R3 li 996080-revC s.Ddf Verified By: JOHN E. SCATES, PE FL 51737 Created by Independent Third Party: Yes Evaluation Reports ELL5_Q60 R3 AE Eval ReReoort gjP_4a r2 jj2 f Created by Independent Third Party: Yes MODELS 724, 426, 735, 750, 755 Installation Instructions FLIS000 R3 11 99AO61•revF JQnibAttach s.odf FI -15080 R3 Il 99A075 LOCkIdStall s.ndf FlI5080 R I ,Qj81•rev(ia`Qdf Verified By: JOHN E. SCATES, PE FL 51737 Created by Independent Third Party: Yes Evaluation Reports ELISO RQ R3 `E1fdL Ii00AIL1ie`+L"n r odf Created by independent Third Party: Yes MODELS 724, 426, 735, 750, 755 Installation Instructions fj,]080 R3 11 9 Q lSevF ]Smlt kaeh s.odf FI iS080 R3 11 99AO75 Lockltis, s.Ddl FL15080 U_11 99QQ82-revC s.odf Verified By: JOHN E SCATES, PE FL 51737 Created by Independent Third Party: Yes Evaluation Reports FL15080 R3 AE Eval Report Re5Ean 1%-.b Rd! Created by Independent Third Party: Yes MODELS 724, 426, 735, 750, 755 Installation Instructions FLISOtlrl Rv I1 99A061-revF IbAtt ch s.odf, FL 15080 R3 11 99A075 LSLSISInstaU s.lxlf FL 15 8 ..!!3 1.139.E3_ re_s_Izs!_ . Verified By: JOHN E. SCATES, PE FL 51737 Created Dy Independent Third Party: Yes Evaluation Reports FL15080 R3{; ys l R poQlircPan r2 s.ndl Created by Independent Third Party: Yes MODELS 724, 426, 735, 750, 755 Installation Instructions rt_t5og R3 II 91P3 61-revF JiMbnttach s.aQr r•L15000 R3 11 99A075 Locklnsldll f'.I_1.5.04?IL I!_V%1L LGYIf_5,R2t Verified By: )OHN E SCATES, PE FL 51737 Created by IndeDendent Third Party: Yes Evaluation Reports EL_1 f09 t3_S I Report RCSPdn 32s_IL4II Created by Independent Third Pdrly. Yes RESIDENTIAL PAN DOORSS hiUDELS 724, 426, 735, 750, 755 _I littl)s://xvww.f oridabL)ildiiig.orb/pr/pr_ app_dtl.aspx?param=wGEVXQwtDgtiS73Fr27yiPt... 3/14/2018 Florida Building Code Onlinc Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25.5/-28.5 Other: +25.S/-28.5 LISTED IS FOR THE 20'0" WIDE UP TO 12' 3" FALL OTHER SIZES AND PRESSURES ARE LISTED ON THE DRAWINGS 15080.8 I RESIDENTIAL PAN DOORS Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +37.8/-42.9 Other: +37.8/-42.9 LISTED IS FOR THE 8' 0" X 7'0" OTHER SIZES AND PRESSURES ARE LISTED ON THE DRAWINGS WINDOWS ARE NOT AVAILABLE FOR WINDBORNE DEBRIS APPLICATIONS. Page 3 of 3 Installation Instructions X115080_ R3 11 99A061-revF 3ambAltach s.Ddl FLIS080 R3 11 99AO75 I ocklnstalll s Rdf 05080 R3 11 Q9b095-r-r v Ays.Pjlf Verified By: JOHN E. SCATES, PE FL 51737 Created by Independent Third Party: Yes Evaluation Reports Fi'15080 R3'AE Eval Reogrt ResPan rZ s.odl Created by Independent Third Party: Yes MODELS 724, 426, 735, 7S0, 75S Installation Instructions FI i5080 R3 11 99061-revF 3ambAttach s.p(Lf FI -15080 R3 11 99AOZS Locklnstall s.piff Fi 15080 R3 If 9201196-revA 5,901 Verified By: 3OHN E. SCATES, PE FL 51737 Created by Independent Third Party: Yes Evaluation Reports fl],J`fi AE Eval_g p r RrwsPan r2 pQ1 Created by Independent Third Party: Yes OaW racy Contact Us :: Z601 Olelr Slggp flgfd. Tebelwi<sie FL 323iM,f9rerie: 650.487-1kil The Slate of Florida is an MA/EEO employer. Copyright 2007.2013 SLI@ of FbrMa_ :: Pre)acv SillerrieM :: ar rtv a ar«n nt : • Pefu nlemeM under Florida law, email addresses are public records. It you do not want your e -mall address released In response to a public -records request. do not send electronic mall to this entity. Instead, contact the once by phone or by traditional mail. If you have any questions, please contact 1150 487,1395. *Pursuant to Section 455.275/1), Flenda Statutes, effective October 1, 2012, Ikroeets licensed under Chapter 455, F.S. must provide the Department with an !mall address rf they have one. The email$ provided may be used for official communication with the licensee. However email addresses are public record. If you do rcpt wish to supply a personal address. Please provide the Department with an emaa address which can be made available to the public. To determine if you are a licensed under Chapter 455, F.S., please cock here . Product Approval Accepts: WME CtedU Card f@ hops://www.(loridabuilding.org/pr/pr_app_ dtLaspx?param=wGLVXQxivtDduS73Fr2ZyiPt... 3/14/2018 5• r20 GAGE ENO STILES - FASTENED WITH TOG -I -TOGS TO PANEL USE ENO EAP 21. OR 24 OVER END STRi5 ON 9 x B. HIGH PANEL, w SEE DETAIL C. CALY, AND PRHTAINTCO STEEL 16 CAGE GALV. STCEL TOP BRACKET WITH 14 GAGE ROLLER HOLDER SEE DETAIL 0) 2' ROLLER MATH 7/16' Ott STEN. TIRE: NYLDN OR 7 BALL STEEL. (9 X 7) 2- ROLLER MATH 7/16' DIA. STEN. TIRE 7 BALL STEEL (9 x B). OPTIONAL LOCK— HATE; DOOR MUST BE INSTALLED mm EITHER (AN ELECIRC OPERATOR. J TTRRAMSONO,N OOCU S E00AGE BOTHWINOffAs N SPRINGS). 3* 20GA SEE MAIL A) GALV. STEEL END HINGE COMMERCIAL ATTAENCD wrtH 5 FASTENERS. 1 LACE STEEL, HORIZONTAL BAS TRACK 16 GAGE OR +3 GAGE BASED ON OF THE DOOR. 25- I THE WEIGHI DIM 1/4' It 3/4 KEx PEAO SELF 1/A• x 1/7' LONG. CAMYCE BOLT R NT 001.0''. SCREW TOP LW W'J OE. STILE R NJl T/4' A l-1/7' r 0 CAGE WN. 6 T J GALV STEEL HOP.IZOWAL ANGLE. VSC 2) '• ' 39. SCR w5. 20 GAGE ENO STILES U GAGE GALv, STEEL TRACK T'UCC SN Al I I OR rLAO BRACA.E7. FASTEN TO WOOD O O Ij . 4tWss WITH s/t8' x 1-1/2• LAG SCREWS. OETr1,IL 2' CALV, STEEL VERTICAL ]RACK BOLTED TO TRACK 3RALTHET3 WITH O 1/4"-20 X S/0" TPAC< BOLTS A O + 180.t (9 X 7). 16GA. (9 X 8). OPCNL40 +-CHT i 63' (B x 8) JOT FJ.'ER ODuQ . Ep;MT) 2 BRACKCIS EACH SJOE) COMMERCIAL (9 X 7) z' (9 x 7) 14'•POLYSTYRENE L tATIQK STAMMO 37 (9 % e) (3 BRACKETS EACH SIDE) FON MODEL 735 COMMERCIAL (9 % 6) Lhi 5• r20 GAGE ENO STILES - FASTENED WITH TOG -I -TOGS TO PANEL USE ENO EAP 21. OR 24 OVER END STRi5 ON 9 x B. HIGH PANEL, w SEE DETAIL C. CALY, AND PRHTAINTCO STEEL 16 CAGE GALV. STCEL TOP BRACKET WITH 14 GAGE ROLLER HOLDER SEE DETAIL 0) 2' ROLLER MATH 7/16' Ott STEN. TIRE: NYLDN OR 7 BALL STEEL. (9 X 7) 2- ROLLER MATH 7/16' DIA. STEN. TIRE 7 BALL STEEL (9 x B). OPTIONAL LOCK— HATE; DOOR MUST BE INSTALLED mm EITHER (AN ELECIRC OPERATOR. J TTRRAMSONO,N OOCU S E00AGE BOTHWINOffAs N SPRINGS). 3* 20GA SEE MAIL A) GALV. STEEL END HINGE COMMERCIAL ATTAENCD wrtH 5 FASTENERS. 25- 1 s GCE. (SEE DETAIL C). VANZED STEEL STRUT. HNC% WADED WITH I SELF% 3/4 USE ONE EXTRA SELF DRILLING SSRE11 IrHROt1U'ITHISSTRUT LEA-°. iSEE MTA0. C) ONLGDRILLING SCREWS TOP LW W'J OE. STILE R NJl 3' w XGLE CAR) VENTSso $0. AL OPEN OFIIONAiLONGANEL EVODSIM Z PER VERTICAL STEL) ON MINCE I USE ONE EXTRA SELF DRILLING SSRE11 IrHROt1U'ITHISSTRUT LEA-°. iSEE MTA0. C) TOP LW W'J OE. STILE R NJl OFTOTOPSI&BOTTOMMSEECCf10N5. L I CIAO DETAIL A 20 GAGE ENO STILES 3. 200A WIDE STRUT STYE INSULATION1-3/61 poLREN FOR MOD. 724. 730 O O OPTIONAL 750. 755..26. O0 O A O + STOP VOULtONC NAILED EVERY 12 S 6-0 TYPE KUL LAN. 25 GAGE ALL MODEL13 GAGE GALV. SrCP_ BOTTOM BRACKETN11EXCEPT24GAGEATTACHEDWITH2FASTENERS 20 DACE PALS MODEL 750. 755 BOTTOM SCRRCR CAN BE ABOVE OR ENOCAP USED ON l.N. 2 LAG SCREW - 5/16• X I-1/2• SECTION B—B - 20 GAGE CALv. STEEL CENTER STILE TOC -L -LOC OR POP RNETCO TO PANEL. TOGA ;OVVERCML GALv STFFL TRACK BRA2KETS. SEE ABOVE 16 GAGE GALV. STEEL CENTER HINCE RESIOCNTML SECTION A—A FOR SPACIv:. FASTEN TO WOOD JAMBS MTN 5/16' A 1-1/2• FASTHEX MFM TNCCED WITH (4MEL/ SCR/4- LAG SCREWS PREPARATIOv OF JAMBS BY OTHERS. S. P.S F. rAELE 0001 SIV 7iYGA PRE:Af•E TEST PRESSURE I NOTE: ALL NON-OESCRFTwE rASIfNCR5 SHOWN TO BE Au:V .C4-T1v.urAA K ,/.,-2o A s/a HEX eoL15 6 N1F15 OR X111111111 Ig'_O'i7'-u'I+22.9 -26 a x34- 1/. 3 T METAL SCREWS— 4t 39.6 X / LONG HEX HEAD SHE 23.81-33 3 Ei'a'• i Oiglt&W/ signed by John E. Scates. P.L `` r,.1? G •'+ noDate. 20t504,1A19:19:23-05'00' 51737 . At,I FAIRGAT+TEE OOXp meq.,. 6M oF Ti -PE S670B'F•-2io3 ipO.L CRT''O`?: ODORS SHOWN ON THIS ORAWM.O HAVE 6ECN OE NSTRATED TO w1Th5TANO THE PRESSURES 7jVSGO O2/F@BIONAL. \\ LISTED 1:1 714E TAELE ADO•F LSA TES i1NG TO AN51 OASVA +06-05Aa 88 ERMIWTION OF SUITAS[LrTY FOR SPECIFIC SITES IS THE RESPONSIBILITY Of OTHERS. icbd 15a O a /// 1111 9 X e ODOR ONLY DETAIL C X NOTE. GCS R)OES NOT EOUIRENENTSSATISFYFOC PACT 9 X 8 P.0 Box 3915 LITTLE ROCK. AR WLNDSOR DOOR (501) 5567-!877®;B7z 72 426. 730, 735. 750. 755 WINOLOAO RESIDENTIAL PAN DOOR WI B 2866 3/10/O8 RLS C•t 1/6.' NEXT Le EL OAT'C OWG NO. Ef" t .DIS284611/1/07 RLBNG. tr 11/1 07 99-0-079scuEPLOTSCALLICRN• s SHT 1 OFE.C.N. DATE: APPROVNONE ! BH Q GAGE STEEL TRACK SPLICE 04 FUG B.RACKCT. FASI LEI TO 'ROOD AUB MCH 5/t6' X 1-1/2' LAS S:9E05 2' CALV. STEEL VERTICAL iPACK 16GA . GCLTEO To 34 rACK 6RACKV!, WITH 1/4'-20 X I5/0' TRACK BOLTS OPEMNG uHEIGHT RA' Dbon0T OVER R WJGNT) I I A3 3/4' X 1-1/2- X 13 GATE MIN. 1/4* X 1/2' LONG GALv. STEEL HORIZONTAL ANILE LIMGRIMOE BOLT t NUT A/4' X VV PC HEAD SELF OfELLI70 SCREv SHEEt2OETAL SCJ 4 e GALV. STEEL MOR12014TAL EO ON iEE WEIGHT CAGE THE DOOR. DETAIL o 63' (16 X 7) 74- (16 X 5) 42' (16 X 7) 50' (16 X B) I4 BRACKETS EACH SIDEJ6I111124' (1' % 8) Lv. 57CEL 4STRUM 1 T WITH lA 3. 20" WIDE J16 X 7 HOLDER 3' 160A.WOE 16 X 0. (SEL DET.4 A) L__ 2' ROLLER WR" 7/16' OVL STEN. 16 XST 0. 7 BAIL SNORT STEN 16•% 6) 10 BALL LONG STEN OPTIONAL LOCK —/ RT ON UppER PART OFSCIONOvERNWG(E SEE DETAIL 6). Mv. STEEL (14 GAGE) COMMERCIAL ENO WNCE ATTACHED IVR" S FASTENERS. GALVANIZED STEEL STRUT ATTACHED 4' LONG t-0 HEAD SELF DRUM SCREW 2 PER VERTICAL STILE) STRUT ON UPPER PART OF WONSECTION Wilt MINGoETAILB 13 s' I I I• I1-3/6' 20 GAGE ENO STUES - FASTENED WITH TOG -L -LOS TO PANEL. USE ENO CAP OF -R ENO STILES. ( SEE DETAIL C) STOP unutrING NW10 EVOtY V' PANEL GALV. AND750. PREPAINTCO STEEL u5 C9X ALLCEPTSTRUT 21' OR 2s' HIGHVw'rOM 24 CAGE MODEL POLYSTYRENE s 'r OPTIONALfORT734. 73M M. 426. ON BOTTOM BRACKET 6-e TYPE HAL MM. _ 750. 755 CAGE GALV. STEEL BRACKET E ATTACHED WITH 2 1 LAG SCREW 5/16' X 1-1/2- SCREW CAN BE BOTTOM SECTION A—A OR BELOW ROLLER. r 1 SEc 1IoN s -e 20 GAGE GALV. STEEL CENTER STILE 1 TOC -L -LOC OR POP RIVETED TO PANEL. IS GAGE GALV. STEEL CENTER HINGE RESIDENTIAL1STEELTRACK610iJCRdMiPCAST(NVTO WWO JAMBS u / 16SxE TOR SPACING. t0% 2' NEx HEAD S' EETrASMED WIT” 4METAL SC 3tw. l.0 SCREWS PREPARATION OF JALIDS OY OTH.RS. P,S:. TA6lE I OGO•a LCC I otsm PRE(SVRf 1CST PRESSUiE NOTE- ALL NON -DESCRIPTIVE FASTENERS SHOWN 70 BE A. 111 1!1 t *VT" NEIGW1 P6'!T. 11 ro7MS NTGI 0'17'-0'+16.71-20.6 t28.1 -31.2 1 / x°3%.S/inNc ExaCAD`SHEEE'TSLDIERTAL SCREWS- 6iwia. G 31.215_Ij" 3'-p"+ifi71-20,81478.11 -3t.2 Na 51737 ti j!W v.uer PC S4 _ BTATS OF i U S ' µTHISDRAWINGRWINAVE BEEN OVAGNITWITHSTAND THE PRESSURES LG50r A+TESTING TO ASMA10805 DETEPMNAT f0 OF SVRA.lRY FOR SPECIFIC $fTCS IS THE RESPONSICNtt OF OTHERS. A t i'(OWBUC 4',X 16• AIR'vENTS 4 REO' (120 s0. OMIGHA OEN USE ONE EXTRA SELF TD- EAF OF LUNGE. UGH STO.E t RAL. OPTIONAL SSB CLASS LIGHTS CONSTREACTIO" STRUTS B 7' O4 B' STILES ` OPTIONAL WiE EL HING S (S COLUyt55) T7at»Irx FOR EACHi-- END WNOE I 3' 4 2.75' --I DETAIL A 3' 20CA ME STRUT (16 X 7) O 3' 1BT.A WIDE STRUT t6 K 0 20 GAGE ENS, STILES 20 GAGE END CAP 0. 4 DE TAIL C 0 ROES LH. NOTE: DOOR M„UST BE INSTALLED -7' DETAIL B TRACKS ONo oo s mo gNTiN SPRINGS). GLANG 00 NOT SASFYIN DEBRIS REWIREMEMSTIN FBC DOLT cx I I RLS RLB E.C.N. 1 DATE: JAPPROV. P O. BOX 8915 LITTLE ROCK. AR WINDSOR coon { 501) 56215Q 872 426, 730, 735. 750. 755 wINDLOA0 RESIDENTIAL PAN NOR wl B ss -e-079 U :AGE STEEL TRACK SPLICE CR ILAO UWKCT AS' EN TO WOCA :AV3 LA3 SCAEw' 2' GALV. STEEL V;R:1:A1 TRACK 16GAOOL1CO TO r':9 6RACtETS WITH I/4'_20 x 5' TRICK SOL OPENINGNEIGNT OVERDOOR(NyT HEIGHT) O I 1114 3) 1/4• ti+auac esus 3/4* x 1-1/2' x 13WEMIN. GALV. STEEL HORIZONTAL ANGLE. ` 1/1'1 1/4• 11 .1.1 cem wits 1 . r y4MMsl3s CSTEEL RI3 AL 04WN6 ICPd TRACK 16 GAGE OR 13 GAGE D ETAIL D BASCO ON THE WEIGHT OF THE ODOR. 63' 16 x 7 74' i 16 x 6 i3 6L[ OCTAA •C' I I f— 2.75' —I DETAIL A 2' (18 % 7 3' ISGA WIDE STRUT 50" 1 B X 9, 71' (le x 7) 24'(16 Xe DETAIL = 5 4 BRACKETS EACH SIDE 20 GAGE ENO STILES - FAS7ENEO WITH TOC -L -LOGS TO PANEL USE END CAP C" ENO STILES. ( SEE DETAIL C) STOP MOULDING HALLO EVTRY 0" al 6-0 TYPE NAIL SECTION B -B 13 14c hV• v SP40NG. LAGSEE 6CA: SCRCwS • PS.f. TABLE 0000. Lax DESIGN PIIESVRE TEST PR[SSVRE AtST- T 7'-0+18.7 -20.8 +28.1-31.2t8 -0 I + 28.1 -1.2T8'-0" 8'-0I+18.7-20.8 2 IN2IYSi1RENE STANDARD FOR MODEL 735. 1 3 G1r.E GLV. STEEL TOP IIRACq-' 3XML 1bOA MD ENO HINGE ATTACHED USV1G .(2) StNVI tTN 10 OAGC AOUDI NOt00L POLYSTYRENE OPTIONAL SS6 KITE THAT T10l1E1I 1101001 6 TU10,Ey pOMN, RJCN Cir>°ONJL4L^ GLASS UG14TS 730 00. 730. . TEC (AZLW 0. USE TWO EXTRA SELF DRILLING SCREWS THROVCN H14CE LEAF. LEAF. GALVANIZED STEEL ENO STET MQ RA,L AS SHOWN. TYPICAL EACH END HINGE STRUT ATTACHED rN n n pa rn n n rn I BOTTOM SECTION. 24 GAGE MDOEL 750, 755. r oR 6• ELOWROPTop 1 1 IF— 9VitgET g t o I it B 2' HURRICANE ROLLER LWTN 1 SECTION A -A 7/16' DK LONG STEW TIRE: STEEL 10 BALL OPTIONAL LOCK T L1J A IB'(OCU9LE CAR) IRUT ON UPPER FARE OF CALM, STEEL (14 GAGE) COMMERCVL p ENO HINGE ATTACHED WITH 6 FASTENERS. POLYSTYRENE SEE DETAIL 8 4(' jx Ie' AIR W -ARS T OFONNEVQypa` PARTSim RJCN Cir>°ONJL4L^ Of 730 00. 730. . STRl1f ON LONER PART S C N AS HINGE USE TWO EXTRA SELF DRILLING SCREWS THROVCN H14CE LEAF. LEAF. GALVANIZED STEEL ENO STET MQ RA,L AS SHOWN. TYPICAL EACH END HINGE STRUT ATTACHED STRUT IN MIDDLE OF WITH Ifo- X 7/4' 20 GAGE GALV, STEEL CENTER S79LE TOC -L -LOC OR POP RIVETED TO PANEL 18 GAOC GALV. STEEL CENTER HWOE RCSOENTIAL FASTENED 'MTM (4) 1/4' X 3/4' NEX HEAD SHEET METAL SCRCW NOTE: ALL NON -DESCRIPTIVE FASTENERS SHOWN TO BE 1/4_-20 X 5/6' NI3L BOLTS Q NUTS OR I/4 X 3/4' LONG HEX HEAD SHECT METAL SCREWS. LISSTTED IN E TTBLEHIABOVE ORAwNC HAVETESTING i0 ANSI/GASMA T1W 108 -ft THE ORfSSURFS 0.-Iv„RNINATION Of 50ITABR3TY rOR SPECPIC SITES 15 THE MWONS•BIUTY OF OINCRS JL3TQETAIL B NOTE: GLAZING DOES NOT SATISFY IMPACT 0®RIS REQUIREMENTS. IN FBC REV. E.C.N, DATE: APPROV. OPTIONAL W OSS STL CENTER STIES (7 COLUMNS) CENTER HINGES (3 COLVI'NS) 2c GAGE END ST" -ES -7 Ib WE END CAO Ot` DETAIL C NOTE: DOOR MUST BE INSTALLED OR A IOCK N ELECTRICNGE BOTWIITOR TRACKS ON RS WITH EXTENSION SPRINGS). 8, X 7 8' X 81 P.O. BOX 8915 LITTLE ROCK, AR W WUImSOR ODOR 72219-8915501) 562-1672 724. 426, 730. 735, 750. 755 PART NAME: WINDLOAD RESIDENTIAL PAN DOOR IOLERANCE W 1 B 1: T5 NEXT LEVEL wTE: DWG NO I I 11/1/07 99—B-079 p SELF UKIWN4 x- ntw 2 PER VERTICAL STILE) POLYSTYRENE 2t" OR 24' WSVU110N OPTIONAL 40H PANEL 730 00. 730. . GALV. AND 426 PREPAINTED STEEL 25 CAGE ALL STRUT IN MIDDLE OF MODELS EXCEPT BOTTOM SECTION. 24 GAGE MDOEL 750, 755. 13 CAGE CALM. STEEL ATTACH BRACKET ATTACHED WR11 3 FASTENERS BOTTOM SCREW CAN BE ABOVE OR BELOW ROLLER. SECTION A -A 20 GAGE GALV, STEEL CENTER S79LE TOC -L -LOC OR POP RIVETED TO PANEL 18 GAOC GALV. STEEL CENTER HWOE RCSOENTIAL FASTENED 'MTM (4) 1/4' X 3/4' NEX HEAD SHEET METAL SCRCW NOTE: ALL NON -DESCRIPTIVE FASTENERS SHOWN TO BE 1/4_-20 X 5/6' NI3L BOLTS Q NUTS OR I/4 X 3/4' LONG HEX HEAD SHECT METAL SCREWS. LISSTTED IN E TTBLEHIABOVE ORAwNC HAVETESTING i0 ANSI/GASMA T1W 108 -ft THE ORfSSURFS 0.-Iv„RNINATION Of 50ITABR3TY rOR SPECPIC SITES 15 THE MWONS•BIUTY OF OINCRS JL3TQETAIL B NOTE: GLAZING DOES NOT SATISFY IMPACT 0®RIS REQUIREMENTS. IN FBC REV. E.C.N, DATE: APPROV. OPTIONAL W OSS STL CENTER STIES (7 COLUMNS) CENTER HINGES (3 COLVI'NS) 2c GAGE END ST" -ES -7 Ib WE END CAO Ot` DETAIL C NOTE: DOOR MUST BE INSTALLED OR A IOCK N ELECTRICNGE BOTWIITOR TRACKS ON RS WITH EXTENSION SPRINGS). 8, X 7 8' X 81 P.O. BOX 8915 LITTLE ROCK, AR W WUImSOR ODOR 72219-8915501) 562-1672 724. 426, 730. 735, 750. 755 PART NAME: WINDLOAD RESIDENTIAL PAN DOOR IOLERANCE W 1 B 1: T5 NEXT LEVEL wTE: DWG NO I I 11/1/07 99—B-079 CALM x GUY. I Z' w:, SrECL JcGau,.-w. TXAC A _ 4'.L' 61V7.4 sY.1C r.( mop. 1 s GCE MIN (ALV STEEL aC< SPLICE OR 'LAG e!AIGXET. AS1EN to WOCo L.Me wlit+ 5/+4' r 1-1/7' LAG SCREMS - 1/A• A 1/7' LDJ: RA CARRPGE BOLT a NUT USE .' a VAEW, oRR1WC S•.REIf 115E(2 t//A•X)a' Sr1EET EYAJ i 5G% GAM STEEL TCAL TRACK ROVED TRACK --10 X S%lN TRACK T5. DETAIL 0 PC,0C; f®CHT NOt NOC7th 2' I7 eP.;.NETS EACH SDC 1 S I 70 GAA CND STILLS - I.AMNED JF; TOG -L -Las To fw.'CL STOP uOUSDPIG NAILCO m- t2• 6-D TTPE -)AIL VIN. 1 GACC G.LY. REL CENTw NI04 _ 7D GAGE GALV. STEEL ENTER snLE 0 GA: E CALV. AEFl TRKP, 6RACNETS. SEE •ROVE SP.i,ING F•S:CN i0 WOOD JAM 1AGH 5[,6' X 1-1/2' LAG SC=ICAs aREPwAmm Or .44.95 OY D WM SCCTION 13—S 1 1 r FWIG .054. T5+22.9 26.a 1.4 I-39 1/2' IOLYSMICKE INSWd10NSTNIDARD FOR MOOD 735 -% I 21' PANEL GLV. 4110 PREPAIMMO STEEL 2s GA FGR ALL u=tS EXCEPT 24 CA. MODEL 7S0, 755. ROULR WITH 7/16' OLA. SHORT $TEM2T61ETNYLON 14 GAGE GLV. STEEL END KNGEe AITACH[D WITH 5) SCREWS TIN. (SET: OCTAJL C). 2• Sas'S'1RIA ON 5[E OC4L•L . 01 t slnrn M LTP Y CTONS G,,wAM2m SfFLI 6TRVT. AT4ICNEO Ng 1/1' [ /A• DRILLING sca EMSY3l 2 PER voll LL STILE) TOG} w6( oc ASL A) ssE O SE-. OEUIL t) •. 1-3 e'• P'CU'S'O'RETfC e a' X 16' AIF VENTS 7 t r 77sa , A2s 7a N G) 710E C,sly, Si[L` 90T10Y BMFA E 2.75' NOTE 0008 MUST BE INSTALLED VAIN EITHER AN ELECTRIC OPERATOR OR A LOG( (WUST ENGAGE eCTH TRACts ON DOORS WITH EXTENSION SPRINGS) RAGS SRM REF 2 SECTON S LRLN A—A 4%.- ALL AON_OESCPmnVE FASIENERS sNOMN TO aE 1/H' -2o [ 5/6' HEX eai5 r Nuts cR 1/A X s/ LONG NEX HEAD SNEET METAL SFitC'AS. ooJC,,G6M10•,. / D,gltally signed tP/ )ohn E.Scates. P.E Z:,r Date: 2015.04.14.19'17:58.OSY1O No. S1T37 @. ia1V. at" 1 K 121. FAIR .L %pq, a ; $i1i ; l'E F-D2203Oip02e A. OR1911" A es Www. Ov THIS nAWING wvE BEEN OCMONST*ATED TO WTNSTAND THE PRESSURES Fj- ? O// SIONA; \\\\ uST-A.0 1Y THE TABLE ABD4i VLA TESTING TO ANSI/DASMA 106-05. _ IN 6.4 I \ 07.Ec+LvroN of SLIRAgL11V FOR SPECIFIC SITES IS THE RESPONS6m.lr. OF o1HCRs Xm.+TUueTaM6ioTHw` 1(1111 \ Real NOTE-- OEBRISFR OVR°JJENTS SATISFYIMPACT CQsSTRVCTI0N STRUTS OPTIOIJA: LONG PANEL EMBOSSES VTONAL LDC. sous a CENTER I COLUMN) 20 GAGE END STILES f / tOf LK / DETAIL C P Oac[ I fTTLE FOL:X. Al W WINDSOR DOOR 7 19 R77 MODELS: 724. 426. 730. 735. 750. 755 PMT NAME WINOLOAD RESIOEI4RWL PAN DOOR. W2 e PLOT SCALE 0 DATE APPROV. N N 1 8 S IE.I i OF 5 I1-3 e'• P'CU'S'O'RETfC 7 tr 77sa , A2s 7a 1 710E C,sly, Si[L` 90T10Y BMFA E 2.75' S: 2 sTR,>, S LRLN A—A 4%.- ALL AON_OESCPmnVE FASIENERS sNOMN TO aE 1/H' -2o [ 5/6' HEX eai5 r Nuts cR 1/A X s/ LONG NEX HEAD SNEET METAL SFitC'AS. ooJC,,G6M10•,. / D,gltally signed tP/ )ohn E.Scates. P.E Z:,r Date: 2015.04.14.19'17:58.OSY1O No. S1T37 @. ia1V. at" 1 K 121. FAIR .L %pq, a ; $i1i ; l'E F-D2203Oip02e A. OR1911" A es Www. Ov THIS nAWING wvE BEEN OCMONST*ATED TO WTNSTAND THE PRESSURES Fj- ? O// SIONA; \\\\ uST-A.0 1Y THE TABLE ABD4i VLA TESTING TO ANSI/DASMA 106-05. _ IN 6.4 I \ 07.Ec+LvroN of SLIRAgL11V FOR SPECIFIC SITES IS THE RESPONS6m.lr. OF o1HCRs Xm.+TUueTaM6ioTHw` 1(1111 \ Real NOTE-- OEBRISFR OVR°JJENTS SATISFYIMPACT CQsSTRVCTI0N STRUTS OPTIOIJA: LONG PANEL EMBOSSES VTONAL LDC. sous a CENTER I COLUMN) 20 GAGE END STILES f / tOf LK / DETAIL C P Oac[ I fTTLE FOL:X. Al W WINDSOR DOOR 7 19 R77 MODELS: 724. 426. 730. 735. 750. 755 PMT NAME WINOLOAD RESIOEI4RWL PAN DOOR. W2 e PLOT SCALE 0 DATE APPROV. N N 1 8 S IE.I i OF 5 I' GA V. STEEL NpRCO17rAC000HCfAL TRACK or THE W fl 1/: Y I/r t0N4 CARRMZE BDU Ar KA" 1 a• 1 10/a" IIII 'I SWC W 1 Til1i1'f{ME2• eSaA' A1plI sMCEY2iEETAi x. 3 ` 13rACE YIN, GMv, STEEL HORRONIAL ANOLE. JIAH FARO FOIL i3 GATX UK 4ALV. STECL Ij TUCK SPCC OR RAZ BRACKCT: ASSN TO 10D0 :AA, AAT" ui1A1JJ S•1 TAp S S. - F47EVED DETAIL 0 V. STEEL AL TRACK Vora ROLL@ ATI" 7/16• E 7 E}TT 51EY, SRBAIL 51EEL Cr1LY. STEEL UL' E ATTACHCD GAGE _ 1 wRw TOG -1 TOGS 70 PANR (2 PER vERTIVI STIE) 1 USL ENO CA•• mxi EWO ST.ES, I (SEC OLt." C) 1-3/E' POLYSTYRENE lq+J 6-0 J ! N&IL NA1f0 C Rf 12 IA Md FORINSUMOD. OPTIONAL 0. SA TSN! Nal uIH, FOR Y24 7I4, 730, 730. PANEL. GAty ISS. dS Afro 1 Dc- PNNTCO Sl CA CEL I' 7' IAOOELS EXCEPT 1 24cA MODEL I 750, 155. 7x A :ACF rAm STEEL c6•TER .DwEI SECTIO! B-8 ( 00i WSIOE,-.K, Arr.CkCO WITH a FAMENER1 ( fA31 l M CAGE GALV,, STEEL CFlftER ST E SECTION A -A I rACNW WITH TOC -I --LOC OR POP 11115 -- I 1p oA,+LLl NOIC. ALL NON-06rAPTIVE FASTENERS SHO"N TO BE 1 1/ -IO 13/8' IF" DOLTS l mm OR 1.• 3/: 1.014 NE% NUD SNRT WCTAA GCRLWR. 10 f.AOE GALV, STEEL TRACK BRACKETS. SEE ABOVE FOR OUANTRY AND SPAEING FASTEN TO WOOD IAM35 WIM 5/16' K 1-1/7' LAC SCPEWS PPFP40ATION OF JAWBS IN OTHERS s. 1 w k 1 • 14-340i-39.61 DOORS ISHOWN O AXIS DRTABLEENWIG HAVE TESTING TOSEEN ADEMONSTRATED EMON T A TED TO WITHSTAND THE PRESSURESLISTED 1 OEIEQU%4ATIOH OF SUITABILITY FOR SPECIFIC SIZES IS THE RESPONSIBILITY OF OTHERS. ALTERNATE CONS:RUcTIOw USING (2) STRUTS 3• // p OLP111C, PANEL EuOJSSCS TOGA WIOC. r SEE DETAIL N' 2.75' --- — DETAIL A r 20" WOE S71M NOTE: DOOR MUST BE INSTULEO n r--1 I--1 OPTr_IIAL LOCK ffH OTM AN ETECIRIC OPERATOR u OR A LOCK (WUST ENOAGE BOTH TRACKS ON 0 WITH EXTENSION SPIIWW). ('7v CAR) jLt6D REO'O. AOL VETS rw= STICJ1 JA.,Ncc rLe NjEite TOiA< 6E" MAREA) OPTIONAL 20 CAGE ENO CAP PAILS 20 GACA ENO STILES O I E). L.H. DETAILUSEONE c THRd;GH EOP lfAr M ELFt" EIDREW SiLE. CAP AND RAIL. TVICAL EACH ENO HINGE. N07E' GIAZWG DOES NOT SATISFY DAPACT OEBPIS REQUIREMENTS IN rBC \ I P.O. Dox 5915 WWM"lt DOOR i z ,j_89`Is AP 501) 562 - MODELS: 724, 426, 730. 735. 750. 755 PART NAME: WINDLOAO RESIDENTIAL PAN DOOR c 12/15/11 RL3 W2 8 2810 1 3-8-07 RlB Z/Z//V/ 99-8-080 E.C.N. DATE APPROV. NONE I SCALE "eH SHEET 2 OE 6 IIII 'I I173—e-PAMCKMIS—EA—C.4-1 40E COYYERCNL 1 Til1i1'f{ME2• eSaA' A1plI 3 1 JIAH FARO FOIL Ij NTOC 733 ui1A1JJ S•1 TAp S S. - F47EVED LyuORRI ROLL@ ATI" 7/16• E 7 E}TT 51EY, SRBAIL 51EEL Cr1LY. STEEL UL' E ATTACHCD GAGE _ 1 wRw TOG -1 TOGS 70 PANR (2 PER vERTIVI STIE) 1 USL ENO CA•• mxi EWO ST.ES, I (SEC OLt." C) 1-3/E' POLYSTYRENE lq+J 6-0 J ! N&IL NA1f0 C Rf 12 IA Md FORINSUMOD. OPTIONAL0. SA TSN! Nal uIH, FOR Y24 7I4, 730, 730. PANEL. GAty ISS. dS Afro 1 Dc- PNNTCO Sl CA CEL I' 7' IAOOELS EXCEPT 1 24cA MODEL I 750, 155. 7x A :ACF rAm STEEL c6•TER .DwEI SECTIO! B-8 ( 00i WSIOE,-.K, Arr.CkCO WITH a FAMENER1 ( fA31 l M CAGE GALV,, STEEL CFlftER ST E SECTION A -A I rACNW WITH TOC -I --LOC OR POP 11115 -- I 1p oA,+LLl NOIC. ALL NON-06rAPTIVE FASTENERS SHO"N TO BE 1 1/ -IO 13/8' IF" DOLTS l mm OR 1.• 3/: 1.014 NE% NUD SNRT WCTAA GCRLWR. 10 f.AOE GALV, STEEL TRACK BRACKETS. SEE ABOVE FOR OUANTRY AND SPAEING FASTEN TO WOOD IAM35 WIM 5/16' K 1-1/7' LAC SCPEWS PPFP40ATION OF JAWBS IN OTHERS s. 1 w k 1 • 14-340i-39.61 DOORS ISHOWN O AXIS DRTABLEENWIG HAVE TESTING TOSEEN ADEMONSTRATED EMON T A TED TO WITHSTAND THE PRESSURESLISTED 1 OEIEQU%4ATIOH OF SUITABILITY FOR SPECIFIC SIZES IS THE RESPONSIBILITY OF OTHERS. ALTERNATE CONS:RUcTIOw USING (2) STRUTS 3• // p OLP111C, PANEL EuOJSSCS TOGA WIOC. r SEE DETAIL N' 2.75' --- — DETAIL A r 20" WOE S71M NOTE: DOOR MUST BE INSTULEO n r--1 I--1 OPTr_IIAL LOCK ffH OTM AN ETECIRIC OPERATOR u OR A LOCK (WUST ENOAGE BOTH TRACKS ON 0 WITH EXTENSION SPIIWW). ('7v CAR) jLt6D REO'O. AOL VETS rw= STICJ1 JA.,Ncc rLe NjEite TOiA< 6E" MAREA) OPTIONAL 20 CAGE ENO CAP PAILS 20 GACA ENO STILES O I E). L.H. DETAILUSEONE c THRd;GH EOP lfAr M ELFt" EIDREW SiLE. CAP AND RAIL. TVICAL EACH ENO HINGE. N07E' GIAZWG DOES NOT SATISFY DAPACT OEBPIS REQUIREMENTS IN rBC \ I P.O. Dox 5915 WWM"lt DOOR i z ,j_89`Is AP 501) 562 - MODELS: 724, 426, 730. 735. 750. 755 PART NAME: WINDLOAO RESIDENTIAL PAN DOOR c 12/15/11 RL3 W2 8 2810 1 3-8-07 RlB Z/Z//V/ 99-8-080 E.C.N. DATE APPROV. NONE I SCALE "eH SHEET 2 OE 6 3/4' x 1-1/7• C 13GAGE YIN. WL'J. S10El 11pFb2pNFK AN0.E. 1ART R 1/J' LONGaGMI0.YGE sotf a NUI i' GKv. STEEL USE ETTRA 75A./ if CACC O TRACK 1/s' % 3/ JliGAGEOR136\:C M3 11A0 SCLi P/m/11 BASTOEO C NOOK o t;y.: SCROr Of USC ((2) 4 x 3 4' Y 13 GAGF. YW, GA V, STEEL TRACY SPLICE SMEEf MCIAI. SZ'AE/M$. oP rut SIT, rI, rASICTN To NOoO 1AMe vRN s/u• x 1-1/2' LAG ScAEYS 7 IS C.GE C.LV. STEEL RT"AL TRXX DETAIL 0 i JtVIVG li AIOr LtiCP 1. DETAIL E 1 I 3 BRAGLETS EACH SOL 3r`w1. a) 3r .o II UUSTAROARD FDA MODEL 733 0.YSIYRENE 1 5' 20 GAGE ENO STILES - FASTENED WITH TOO-L-LOGS TO PANEL f 'F" 77JIS VSE ENO aP 0\fR ENO .111. . SCE OETAL B) 21. OR 2i IOGM PANEL. CAL TOP YOutDwC NARCO CvCRY 0' AND PL m"I.. MC NAIL WIN. S1EEt MOOEL2a CA750, V, STEEL CENTER AHINGE() ATTACHED WTI) iASTENETIS20GAGGLV. STEEL C04EP STILE. ATTACHED WCN TOG L -toe OR POP RI42TS TO PANELS. 13 aGE CiAm STEEL IRACX GRACKCTS. SEE A80VE SECTION A -A .i FOR 5PAONC.TASTCN TO WOOD JAMBS WIN 5/16- X 1-1/2' IAC SCBM a W'ASHCRS. PREPARATION Or JAMBS BY OTHERS. SEE DETAIL E. SECTION a -B NOTE. ALL NDN-OESGRV'TIVE FASTENERS SHOWN TO Y 1 _ V• =20 x s/B' Na BOLTS a NUTS w Y C 1/: x 3/4 LONG "D "CAD SNCET METAL 3CREV3. IT N T N IT 0'-0` 7'-O j+27.0 -30.5 1+40.51-45.51 t O' -0-{8'-0"I+27.0 -30.5 1+40.51-45.81 DOORS SHOWN ON THIS ORAWWC XAYE BCEN OVAONSTRATEO TO VVINVA90 THE PRESSURES LISTED IN THC TABLE AWVC VU TESTING TO ANSI/OASNA 108-05. GCTERAII..ATION Of SMTr•alLrrV FOP SPCCIFIC SrTES IS THE RESPONSIBILITY Or OTVIERS. r CAGE ca W, STEEL FOP BRACKET N 1 A CAGE ROLLER MOLDER CEfAL 0. No. 51737 gTATE OF . AfAT III T\ REV. E.C.N. I DATE ALTERNAr CON5TPUCICN USTNC (2) STP.LTS 7' (i. B' I I 1111 I 111h I {-DPr[HA LOGE o'( SINCLEY T 16' ALR VENTS 1-•.NTER STILES a WINCES 4 RtO'a (2 COLUMNS) S EO. r,. MIN. Nor, IF Owa. I F sosscs OTAL OKW APER) ARESUPAL40. 3 COLUMv5 OT OPTIOT L CC. Ell STIR ES ARE REOIARCD 20 DACE EAU ST@ E; NAR, I 1. Or ZCCA. END CAPS.- DETAIL 8 10 X 7 10 X 8 P.O. BOx 6915 WIIm'SOR DOOR 72 ia-R891'5 AR 501) 562-1872 LOOELS. 724. 426. 730, 735. 750, 755 PMT NAML, WINOLOAD RESIDENTIAL PAN DOOR W2 8 59-8-080 BEET 3 Or 6 3 STRMTIL 1 r 1.23• 3' 20 G WOE SEE OETAL A) STRUT ON UPPER PARI OF I SECTION BELOW ROL:ER. CARRIER. 1 I 2• ROLLER WITH 7/16' 061 LONG STEEL 10 iKl 7.7S' DETAIL A L 3. 20GA )WOE STRIP STRUT ON UPPER PART OC NOTE: DOOR -JUST BE INSTALLED SECTION ON "WOE tGF. WITH EGNER AN ELECTRO OPERATOR OR A ace (MUST F_4W( BOTHSEEOCTNILC. TRACKS ON COORS WGA WICUSNN SPRLNGS). 14 GACIE GLLY, STEEL ENO - HINGE ooYLrERCATAI ATTAO®WITN (51 SLS OETNL G USE ONE EXTRA SELF DRILLING SCREWTOPIHGE.CWXW ENo sm s RNL. Halal CCU EMO NWOE SeRC0rno1°N13N IWN Lw°i SEE OiATARLL C. VAMZCD SIM TMGDR O ORI((I Pat VcRr"s67w OF0 SE c'NomON wwwooc LEAF. 0 SEC CEAINL G 0 POLTSITFEIIC ONSULATION OAPiOP1Al•HW Y00. I24. 730 0 TSTRUT ON BOTTOM BRACKET RA0.5 LJN. DETAIL C13GIOCGW/. STEEL BOTTOM BR -OV 2 IASTENER& MY St= CAN BE ABOVE ORMrs= TILAZIA'G DOES "'0' SATISFY D6'ACT0" BCLu2L OEBR1S REOUIRMCNTS IN Pec No. 51737 gTATE OF . AfAT III T\ REV. E.C.N. I DATE ALTERNAr CON5TPUCICN USTNC (2) STP.LTS 7' (i. B' I I 1111 I 111h I {-DPr[HA LOGE o'( SINCLEY T 16' ALR VENTS 1-•.NTER STILES a WINCES 4 RtO'a (2 COLUMNS) S EO. r,. MIN. Nor, IF Owa. I F sosscs OTAL OKW APER) ARESUPAL40. 3 COLUMv5 OT OPTIOT L CC. Ell STIR ES ARE REOIARCD 20 DACE EAU ST@ E; NAR, I 1. Or ZCCA. END CAPS.- DETAIL 8 10 X 7 10 X 8 P.O. BOx 6915 WIIm'SOR DOOR 72 ia-R891'5 AR 501) 562-1872 LOOELS. 724. 426. 730, 735. 750, 755 PMT NAML, WINOLOAD RESIDENTIAL PAN DOOR W2 8 59-8-080 BEET 3 Or 6 J/4, X 1-1/2' t 13GAGE MN. GAty SELL OQQONTAl LPAr.E I 1 OPENING I4E.GOT NOT CVLR OOCR hLGfn 1/4- A 1/2- LONG Z" GAILY STEEL CARR"E BOLT n NUT 4 OR120NTAL TRAC\ USE EXTRA 16 GAOC OG IJ GAGE 9ASCJ ON THE WITGhT HEX MEAD SEL° Or r-4' COOK ORiLL9.0 SCREW LSE (2) J 4' X 3/4. SHE N Al SCREWS 13 GAGE NN. CALV. STEEL TRACK SPUCE OR MC BRACKET. FASTEN TO WOOD JAYD WITH 5/16- X 1-1/2110 SCREWS. 2' 16 CALF CATV. STEA TRITAL.TRCK 9OL2C0 TO TRACH BRACKETS WITH DETAIL D 1/4'-20 K 5/8' TRACK BOLTS. 1' SEC OEUIL E 36' DETAIL EI3BRACKETSEAEH SIDE .1 2 o 0 ARO s' I fOR V0010. 735--\ 20 GAGE ENO STILES - FASTENED E TOG -L -LOGS TO ?AEUSEENDJOVERENDSTILES. SEE im 14GA. ROLLER HOLDER SEE DETAJL D. t 49f 3/i' LONG HOT HEAD SELF CIR VERIICALSTILE) STRUT ,NST BELOW TOP RXTURE. Y ROLLER WITH 7/16' DIA, LONG STEP. TIRE: STEEL 10 BALL SEE DETAIL qa G, Gov. SML ENO 1410E 1BAQIILj 'ATTACHED WTI. S) SEE tjArTl G USE ONE EXTRA SELF DRILLING SCREW THROUGH HINGE STRUT ON l9PEit EDIT SnLLEAOF RAIL I+ARI.OP- _-_- EMIT STlL a wJl VERTIOIL SRO Ur ON UPPER T or SccnON HINGE LW OETAIL C USE LONG STEN TO BALL ROLLOS. 4- X 16' ACR VD(TS 4 REO'li. 110 S0. 01. L9N. TOPM4AL. N MEA) leAMM01611 SOP UOULOING NA.1E0 NERy 9 2I- 16611 PANEL. 1_3/6' POLYSTYRENE INSULATION 6-0 TYPE NAIL WN. GALV. AVO PREPWEO STEEL 750.77A55 -,426. 224. no• DETAIL C 1 2S CWX FOR ALL YODELS EXCFFT Z' 24 GACE YOOEI STRUT ON BOTTOM BRALKfl I 750, 755. 1 GA °P GALV, STEEL CENTER 1INGE- 20 TALC TILE STEEL R(SOENil4L CENTER STILE 13 GALE GSW. S'TEEI. BOTTOM BUCKET NOTE: GLAZING 006 NOT SATISFY IMPACT C+LE CALM. STEEL TRACK BRACKETS. SEE ABOVE ATTACHED fRl f DEBRIS REOUIRELIEHTS W F•BC TC3 SPACING, FA5VN :O WOOD JAY65 'MRH 5/16 x I -i//2' BOTTOM ' %E OR LAG SCREWS s wASNERS. PREPARATION or JAu85 BY 01FQRS. SECTION A—A BELOW ROLLER - SECTION DET.IL E B -6B-6 NOTE ALL YON -1 SIB Nix BOSFASTENERSbNUTS O TO BEI/a-_:o X s1. Nix BOLTS Nurs OR IIIIIU! MF SI 14 - R/: X 3/4' LONG FR)I NEAO SHEET NE7/ SCREWS. ``,• 8 ,//// i N HF N I 22.2 —2501+33.3 37.5 No.51iS7 WORS SHOWN ON THIS DRAWING NAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES LISTEO IN THE -,ABLE ABOVE YA TESTING TO ANSI/DASLIA 108-05• OEIERYWATION OF SUITABILITY FOR SPECTr1C SITES IS THE RESPONSIBILITY Or OTHERS. E.C.N..I DATE 7' B CONSRUCICN STRUTS 16, I T— OPIXJHAL LOC -C NOTE: DOOR MUST BE INSTALLED MTTH EITHER AN CLCCtRiC OPERATOR Ca a LOCK NIRST ENG4E aC If 20 GAGE CNO GAP SON T-20 GAGE ENO STILES DETAIL B 1 J- I 2.75- D TAI A 3- 18GA met STRUT P.O. Box m5 W WMDSOR DOOR LITTLE ii9 ROCK. 5 nR 501) 562-1872 MODELS: 724, 426. 730. 735. 750, 755 PART NAIAE: WINOLOAD RESIDENTIAL AN DOOR W2 8 V: 99—B-060 IEE-T4OF6 I t! i1 i vE1.7rCDCHTNpT02R DOOR wIIWTI 3/4' X 1-1/7' X 13V4C NW. 1/4' x 1/?' LONG GAI.V. STEEL HORZONTAL ANGLE CARRIAGE GMT t NUT 2' (Am STEEL USE EXTRA 1/4' X 3/4' HORIZONTAL TRACK 16 GAGE OR 13 GAGE HEX HEAD SELF BASED ON THE WEIGHT ORUING SCREW Of THE DOOR. GALVANIZED STEEL STAVT. USE (2) V4' x ] A• STEEL SC13Cv4CWN. WLV SHEET OR FLAG BRACKET. STo MEAL N WOOD JAMB 2810 5/16' X 1-1/2• MG SCREWS. STRUT pN LOWER OF SECTION CALV, STEEL DRBWHG SCREWS. 2 PER VORTICAL SIRE) vER11CAl TRACK PARTABOVE WNOE LEAF. SEEE:3fTA4 C DETAIL 0 63' _ I 3T• DETAIL E 3 BRACKETS EACH 90E 7.0 WE END STILES - rASTENED WTiH TOG-L-lOCS TO PANEL USE ENO fiLP OVEG ENO STILES. SEE OETAL B) STOP MOULDNG NAR.CO EVERT 9' -46-D TYPE NAIL YIN. 16GA GAm STEEL 1.25• TOP BRACKET WITH INSULATION IAGA ROLLER HOLDER. a SEE DEUIL 0. Emma, Y LBW WIDE DC1T JI,S SCE OETAa A) SCREWS. SEE OEUIL C. GALVANIZED STEEL STAVT. 2866 W10 OPTIONAL LOCX- 2' ROLLER WITH 7/16 ERA SEE OCTAL C - LONG STEY. TIRE: STEEL 10 BALL 2• ROLLER WITH 7/16 LONG STEL. TIRE: STEEL 10 GALL 1/2' POLYSTYRENC 1.25• 14 VGE GLM. STEEL END INSULATION USE TWO EXTRA SELF HINOE ATTACHEO WITH (6) lSCREWS. SEE OEUIL C. GALVANIZED STEEL STAVT. 2866 W10 2848 COMMERCIAL) 1 2810 3• STRUT pN LOWER OF SECTION DRBWHG SCREWS. 2 PER VORTICAL SIRE) PARTABOVE WNOE LEAF. 2.75' ---ISTRUTONUPPERf PARI OF SECTION ON HINGE LEAF. QFTAIL A SEE OCIAIL C 3. 1 BCA WIDE STRUT 2• ROLLER WITH 7/16 LONG STEL. TIRE: STEEL 10 GALL 1/2' POLYSTYRENC DOUBLE FM)--} x 16' AIR VENTS 1 SlC. IK. WN. OPTIONAL INSULATION USE TWO EXTRA SELF SIANoNO rOR MODEL 735 GALVANIZED STEEL STAVT. 2866 W10 2848 Ar1ACNT0 WITH 1/4' X 3/4• 1 2810 LONG HEX HEAD SELF I DRBWHG SCREWS. 2 PER VORTICAL SIRE) 1-3/6' FOLYSMUCRE INSULATION j4. HCH PANEL GW. AND PREPAINTED OPTIONAL FOR MOO. 724, 730. 750, 753, 426. 5 STEEL. 25 GAGE ALL MODELS EICkPT 1 2, VGE MODEL 750. 755. 7 I 13 WOE MV. STEEL BOTTOM BRACKET j IL ATTAGIm WTTN 3 rAsrtiRERs. 18 (AGC CALV. STEEL CENTER MNGE, I !ACHED WITH 4 •ASTENERS (Rra10RTTUl) 20 GALE CALV. STEEL CENTER S11LE ATTACHED SECTION A—A W1TN TOG -L -LOC OR POP RA•ETS TO PAVELS. - 13 CAGE CALV. STEEL TRACK BRACKETS• SEC ABOVE NOTE: ALL NON-OCSCROTIVE FATOIERS SHOWN 70 BE FOR SPACWG. FASTEN TO WOOD .MMES WITH 5/16' Y 1-1/2' 1/,'-70 X 5/6' NEX BOLTS t NUI$ OR VG SCRfW'S Q WASHM PRERARATWN OF lMM9S 9t OTVERS 13/4' LDNG HEX HEAD SNEER METAL SCREWS. s- DETAIL E. SECTION_ B—B _ OA v IRAsEST w -74 1 N P A ATFPosmf N t5'-0- 8'-0'+22.2 -25.0 +33.3 -37.5 DOORS 5H01.'N ON THIS OWWWG HAVE BLEN DEMONSTRATED TO WITHSTAND THE PRESSURES LISTED IN TIRE TABLE ABOVE VIA TESTING TO ANSI/DASMA 108-05. Or.,£RMINATION OF SUITABLTY FOR SPECIFIC SITES IS THE RESPONSIBILITY OF OTHERS. ' e SWNG4(2) CONK CV44 B 16' DOUBLE FM)--} x 16' AIR VENTS 1 SlC. IK. WN. OPTIONAL CMER wTMGfS ((3) COIU USE TWO EXTRA SELF OR41NG SCREWS THROUGH TOP t BOTTOM LEAVES Of NINGE. END 574E t PAIL PART NAME: WINOLOAO RESIDENTIAL PAN DOOR 812/15/11W2 2866 W10 DETAIL C NOTE: GLAZING- DOES NOT SA7LSFY IMPACT DEBRIS REOUiRENfNTS IN FBC 16GA CA CM. • DETAIL 8 20 GAGE END SiLES, RAL NOTE• DOOR YVST BE INSTALLED OWRAOLOCK (MUSTELECTRIC BO TpR TRACKS ON DOORS NOH EXTENSION SPRINCS)L F16 -T-81 P.O. BOX 8915 TITTLE ROCK. AR 1ARNDSOR DOOR 72219-09 1) 55215671 4. 426. 730. 735, 750, 755 PART NAME: WINOLOAO RESIDENTIAL PAN DOOR 812/15/11W2 2866 W10 2848 NEXT LEVEL 2 DATE: PLOTSCALE ORNOY DWG. NO. 99-8-080 SHEET5OF 6 2810 E.C.N.ONE CALr I1 I OrC—G OEGNT pOCP.- d::Nlj 3/4• v 1-1/2• x 13 LACE N11L (3) I/4' C.RAdt METS C.Lv. STEEL NORt20NTAL ANGLE. 1' CAW. STECL N011126YTAL TRACK 16 O OR 13 CEOfEDTTHEODOR. CrR WSIG. SRECI MBAR ETrAA SCIEY3 Tl.• • f b Q CAGE TNR. 00. STEL TRACK SPLITS hlit 15 r1AC, BRACKET, fA5TCJ1 TO WOOD .1XWN0 SCRO tAVB vtz. s/Te x ,-t i• EAG SCREWS DETAIL D2' 13 "-GE ZALV. STEEL 4"C& TRACK dC GV•ts 1 6) 43-114 1 7) A 71' t 7A•, HIGH vAtP1. GALv. ANO PCEPAIKRO 2• STREET 73 GDE ALL LEAF. MOODS OICEPT us' 24 G-= MODEL 16 GGE GLV. SrQL CENTER iiNGC Art•CHEO WIN FASTENERS (r,TCSIOO9V i .. 7f14 00-fL-ia a LfO Ma" a 55 i0 aNEL CU 750, 73& I13 CAOC GLV, STEEL TRACK BRACKETS SEC ABOVE FOR SPACING. FASTEN 10 WOOD JANDS WON 5/16• X 1-1 /7- LAO SCPEWS • wtSHCRS. PREPARATION OF JAMes eY OrKCRS. fElAlL, 31' 1A F s) 7 ? S BRACKETS EACN 90C K R) LEAF. 1• pt 1 7) DETAIL A 3• TOGA WOE STRUT t/2' I 1 TSnRFNE STANOARO FOR 70 GAGE CND STIES - FASTENED YRN TOGA-LdOCS TO PANEL. MODES 735 TGE END CAP WER END snlLS YE OE'WL B) r SND u0Ul"t NALEO tVEJTT 6- f -D NIPS NAIL MIN. I18' -0 -j7' -0-I+26.0-29.1+39.0 -43,7 II$' -0"j8' -0'j+26.0 -29.1 +39.0 -43.7 KCRS SHO" ON THIS DRAWING HAVE BEEN DCMONSTRAT60 TO MCTNSTANO THE PRESSURES T% -p 66 {-2203 LISTED 1N 14E TA&C AMIE "A TESTING TO AA61/DASMA :06-05. -1 <I 3T. -F OnERMINATION OF SUrADIUIY FOR SPECIFIC SITES 6 T^E RESPONSIBPJTY OF OFHLRS. Pfnf rrol CAOt1Pt•f ws rna•e ot1rA tN AM.A:etTen 6Nam carovufen a.nfA. 13 GCE CAM STEEL TOP BPACKR WTIN 10 GAGE ROLUR MOLDER NOTE TINT ROLLCIt "OLDER CURL G TURNED DONK. SEC ocnm 0 mik ON. 3 Gi ri STRUT ON LOWER PARI (SEE OSTM Of SECTION ABOVE HINGE LEAF. WITH SEE OSTM PART OfLCAT. STRUT ON LOWER PART 71' t 7A•, HIGH vAtP1. GALv. ANO PCEPAIKRO 2• STREET 73 GDE ALL LEAF. MOODS OICEPT us' 24 G-= MODEL 16 GGE GLV. SrQL CENTER iiNGC Art•CHEO WIN FASTENERS (r,TCSIOO9V i .. 7f14 00-fL-ia a LfO Ma" a 55 i0 aNEL CU 750, 73& I13 CAOC GLV, STEEL TRACK BRACKETS SEC ABOVE FOR SPACING. FASTEN 10 WOOD JANDS WON 5/16• X 1-1 /7- LAO SCPEWS • wtSHCRS. PREPARATION OF JAMes eY OrKCRS. 1 SECTIQN A -A SEL ORNt E NOTE- ALL NON-OESCRPTNC fASTONDRS SNOWN TO OE SECTION A -B 1/0-20 x 5/e• HEX BOLTS t NOES OR t/4• x 3/4 LONG NOt NEM sNEEF MRAL SCREWS. 1 1 *V7 I NEON'' AC%TAh i MErATNE I_POSE_. •Ne I18' -0 -j7' -0-I+26.0-29.1+39.0 -43,7 II$' -0"j8' -0'j+26.0 -29.1 +39.0 -43.7 KCRS SHO" ON THIS DRAWING HAVE BEEN DCMONSTRAT60 TO MCTNSTANO THE PRESSURES T% -p 66 {-2203 LISTED 1N 14E TA&C AMIE "A TESTING TO AA61/DASMA :06-05. -1 <I 3T. -F OnERMINATION OF SUrADIUIY FOR SPECIFIC SITES 6 T^E RESPONSIBPJTY OF OFHLRS. Pfnf rrol CAOt1Pt•f ws rna•e ot1rA tN AM.A:etTen 6Nam carovufen a.nfA. 13 GCE CAM STEEL TOP BPACKR WTIN 10 GAGE ROLUR MOLDER NOTE TINT ROLLCIt "OLDER CURL G TURNED DONK. SEC ocnm 0 mik ON. 3 Giri STRUT ON LOWER PARI (SEE OSTM Of SECTION ABOVE HINGE LEAF. WITH SEE OSTM PART OfLCAT. STRUT ON LOWER PART V SECTION ABOVE IOWA LEAF. us' 14 GAGE GLV. STEEL 00 WITH (f) 1RNGE (COMNERCow ATT3041D SCREWS. SEE ORAL C. 3• STRUT DN LOVER PAR, OF sEC'IOH A00K HWGE LEAF. DETAIL A STRUT ON UREUPPERPAOF Venom ON NINE LEAs. 3• TOGA WOE STRUT MURRICAME ROLLERS GLVA7f2E0 STEEL STRUT (NRG SiRENG STEEL) ATCAO/ED WITH NG 1/L• X J/a• LONET W-40 SELF ORILUNG SCi EIM. 2 PER VERIIGIL SIO I -)/e• POLYSMNE 0Q)IA710111 OPTIONAL FOR MO0. 724. 730. 750, ?SS, 426. S.RUt ON BOTTOM ek#=ETI 16' (DOUBLE CAP) A• X 16• AIR VENTS REO'0. 140 SO. W. OVER ARCA) OPTIONAL USE Two EXTRA SELF ORELING SCREW THROUGI- WNGE. END SIRE At RAIL AS SHOWN. ,......... DETAIL C SRL BOTTOM BRACKR NOTE & NG ODES NOT SATISFY tMP- 2 FASTENERS. OmR6 REOUIREMEMS W PBC ALIFE ( 7) SRN UCCTIOMswo Trp W ANEL EMBOSSES rte' I i I JOPTIONAL LOCK CENTER SDLCSI7 COWM.i) CONFER HNCES O COLUMNR$$) 20 GAGE END ST.LCS ML 0. 13GA. ENO W. J4 - DETAIL B NOTE: ODOR MUST BE INSTALLED mt ER AN ELECTRIC OPERATOR LOCK (uVSI ENGLE BOTH iRAC1t5 ON ORS YON EXIENS'DN PTfNcs). 18 X 7 18 X 8 P.O. Box 6915 AR W WMSOR DOOR 7ITTLE 2 9 POCK yS 501) 562-1872 724, 426, 730, 735, 750, 755 PARI NN.1E: WINOLOAD RESIDENTIAL PAN DOOR W2 8 8-07 1 RLS' c/cN/A DATE APPROv, MONS PLOT SCALE ORSH SHEET 6 OF o Florida Building Code Online Page 1 of 5 1-4002A GLPAM%%'Nl Business & Professional Regulation tr rctt SCIS Home I Log In I User Registration i Hol Topics Submit Surcharge I Slats b Facts I Publications FBC Staff DCIS Site Map Links Search Florda Product Approvalgopr0USER, Public User Product Approval Menu > Product or Aoobcation Search > Application list > Application Detail FL # FL17676-R6 Application Type Revision Code Version 2017 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved u MI Windows and Doors 650 West Market Street Gratz, PA 17030 717)365-3300 Ext 2560 bsitlinger@miwd.com Brent Sitlinger bsitlinger@miwd.com Windows Single Hung Certification Mark or Listing American Architectural Manufacturers Association Steven M. Urich, PE R) Validation Checklist - Hardcopy Received Standard AAMA/WDMA/CSA 101/I.S.2/A440 Method 1 Option A 08/23/2017 08/30/2017 09/09/2017 Year 2008 hitps://www.floridabuiIding.org/pr/pr_app_dtl.aspx?parani=wGEVXQwtDgvFGYZsjrZFR... 4/11/2018 Florida Building Code Online Summary of Products FL # Model, Number or Name Description 17676.1 13540 SH 36x74 Fin Frame Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-50 Other: LC-PG35. Units must be glazed in accordance with ASTM E1300-04. Page 2 of 5 Certification Agency Certificate FL17676 R6 C CAC APC(11355)C7327.01-109-47-1.odf Quality Assurance Contract Expiration Date 04/12/2022 Installation Instructions FL17676 R6 11 Install - 3540 SH 36 x74 Fm.odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.2 3540 SH 36x84 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R6 C CAC APC 3540 Fin 36x84.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/27/2020 Design Pressure: +40/-50 Installation Instructions Other: LC-PG40. Units must be glazed in accordance with FL17676 R6 II Install - 3540 SH Fin 36x84.odf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.3 13540 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-45 Other: R-PG35. Units must be glazed in accordance with ASTM E1300-04. 40x66 Fin Frame Certification Agency Certificate FL17676 R6 C CAC APC A3485.OI.odf Quality Assurance Contract Expiration Date 08/26/2019 Installation Instructions FL17676 R6 11 Install - 3540 SH Fin 4046.odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.4 3540 SH 44x63 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FI R6 C CAG APC 3540 Fin 44x63.odf Quality Assurance Contract Expiration Date Impact Resistant: No 05/26/2020 Design Pressure: +40/-47 Installation Instructions Other: R-PG40. Units must be glazed in accordance with FL17676 R6 II Install - 3540 SH Fin 44x63.odf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.5 3540 SH 44x72 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R6 C CAC APC 3540 Fin 44x72.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/01/2022 Design Pressure: +35/-47 Other: R-PG35. Units must be glazed in accordance with Installation Instructions FLI7676 R6 II Install - 3540 SH Fin 44x72.1)df ASTM E1300-04. Verified By- American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.6 13540 SH 144x84 Fin Frame Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30/-30 Other: LC-PG30. Units must be glazed in accordance with ASTM E1300-04. Certification Agency Certificate FL17676 R6 C CAC APC(10816)C7324.01-109-47-6.2df Quality Assurance Contract Expiration Date 04/12/2022 Installation Instructions FL17676 R6 Il Install - 3540 SH Fin 44x84.odf Verified By, American Architectural Manufacturers Association Created by Independent Third Party: https:/hvww.floridabuilding.org/pr/pr_app_dtl.aspx?paraln=wGEVXQwlDgvFGY/-sjrZFR... 4/11/2018 Florida Building Code Online Page 3of5 Evaluation Reports Created by Independent Third Party: 17676.7 3540 SH 52x84 Fin Frame Limits of Use Certification Agency Certificate FL17676 R6 C CAC APC 3540 Fin 52x84.pdfApprovedforuseinHVHZ: No Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/26/2020 Installation Instructions Design Pressure: +25/-25 Other: R-PG25. Units must be glazed in accordance with FL17676x6 R6 11 FL17676 R1 II Install - 3540 SH Fin ASTM E1300-04. 7 Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.8 3540 SH 36x74 Finless Frame Certification Agency Certificate Limits of Use Approved for use in HVHZ: No FL17676 R6 C CAC APC 3540 FLS 36x74.Ddf Quality Assurance Contract Expiration DateApprovedforuseoutsideHVHZ: Yes 08/28/2022ImpactResistant: No Design Pressure: +35/-50 Installation Instructions Other: LC-PG35 FL17676 R6 11 Wal—MB-2-.110f Verified By: Luis R. Lomas, PE PE -62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R6 AE 511854B 1252.odf Created by Independent Third Party: Yes 17676.9 3540 SH 36x84 Finless Frame Limits of Use Certification Agency Certificate FL17676 R6 C CAC APC 3540 FLS 36x84.odfApprovedforuseinHVHZ: No Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/27/2020 Installation Instructions Design Pressure: +40/-50 FL17676 R6 II 08-01372 511989.odf Other: LC-PG40 Verified By: Luis R. Lomas, PE PE -62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R6 AE 511989 3540 FLS 36x84.odf Created by Independent Third Party: Yes 17676.10 3540 SH 44x72 Finless Frame Limits of Use Certification Agency Certificate CAC APC 3540 FLS 44x72 odf Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL17676 R6 C Quality Assurance Contract Expiration Date Impact Resistant: No 08/28/2022 Installation Instructions Design Pressure: +35/-47 FL17676 R6 it 08-012478 l0.odf Other: LC-PG35 Verified By: Luis R. Lomas, PE PE -62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R6 AE 511849B 1247.odf Created by Independent Third Party: Yes 17676.11 3540 SH 48x96 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No F' i 7676 R r r nr ePC 3540 FLS 48x96.odf Quality Assurance Contract Expiration DateApprovedforuseoutsideHVHZ: Yes Impact Resistant: No 08/28/2022 Installation Instructions Design Pressure: +30/-30 FL17676 R6 II 08-01371B 1I.odf Other:LC-PG30 Verified By: Luis R Lomas, PE PE -62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R6 AE 511988B 1371 odf Created by Independent Third Party: Yes 17676 12 3540 SH 52x62 Finless Frame Limits of Use Certification Agency Certificate FL17676 R6 C CAC APC 3540 FLS 52x62.odfApprovedforuseinHVHZ: No Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/27/2022 Installation Instructions Design Pressure: +35/-35 FL17676 R6 11 08-02269A 12.odf Other: R-PG35 Verified By: Luis R. Lomas, PE PE -62514 Created by Independent Third Party: Yes Evaluation Reports I,line-//www.floridabLillding.org/pr/pr app_dtl.aspx?paras-n=wGEVXQwtDgvFGYZsjrZFR... 4/11/2018 Florida Building Code Online FL17676 R6 AE 513015A2269.0f Created by Independent Third Party: Yes Page 4of5 117676.13 13540 SH I 52x72 Finless Frame I Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30/-30 Other: R-PG30 Certification Agency Certificate FL17676 R6 C CAC APC(10818)C7325.01-109-47 - 13 odf Quality Assurance Contract Expiration Date 04/12/2022 Installation Instructions FL17676 R6 11 08-02270A 13.odf Verified By: Luis R Lomas, PE PE -62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R6 AE 513016A 2270.odf Created by Independent Third Party: Yes 117676.14 13540 SH I 52x84 Finless Frame Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25/-25 Other: R-PG25 Certification Agency Certificate FL17676 R6 C CAC APC 3540 FLS 52x84.odf Quality Assurance Contract Expiration Date 05/26/2020 Installation Instructions FL17676 R6 11 08-01514 512141.odf Verified By: Luis R Lomas, PE PE -62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R6 AE 512141 3540 FIs 52x84.odf Created by Independent Third Party: Yes 17676.15 3540 SH 48x72 Fin Frame Limits of Use Certification Agency Certificate Approved for use IV HVHZ: No FL17676 R6 C CAC APC A2726.01.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/20/2019 Design Pressure: +35/-35 Installation Instructions Other: R-PG35. Units must be glazed in accordance with FL17676 R6 11 Install Instructs - 3540 SH FIN 48x72 (As Tested). pdfASTME1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.16 3540 Triple SH 108x74 Fin Frame Triple CHS Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R6 C CAC APC(10817)C7327.01-109-47 - 16.odf Quality Assurance Contract Expiration DateApprovedforuseoutsideHVHZ: Yes Impact Resistant: No 04/12/2022 Design Pressure: +35/-50 Installation Instructions Other: LC-PG35. Units must be glazed in accordance with FL17676 R6 11 Install - 3540 SH CHS Fin 108x74.odf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.17 3540 Twin Single Hung 73x71 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R6 C CAC APC F1902.01-109-47-RO 3540 Approved for use outside HVHZ: Yes SH.odf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +35/-40 11/03/2020 Other: R-PG35 Installation Instructions FL17676 R6 11 08-02997 - Anchor Clio.odf Verified By: Luis R. Lomas, PE PE -62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R6 AE 513853.odf Created by Independent Third Party: Yes Back Ngat Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850.487.1824 The Slate of Florida is an AA/EEO employer. Copvr aht 2007.2013 Slate of Florida.: • Privacy Statement : • Accessibility Statement •: Refund Statement Under Florida Law, email addresses are public records. If you do not want your e-mail address released ,n response to a public -records request, do not send electronic mad to this entity. Instead. contact the office by phone or by traditional mad. If you have any questions, please contact 850 487.1395 -Pursuant to littps://www.loridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwlDgvFGYZsjrZFR... 4/11/2018 Florida Building Code Online Page 5 of 5 Semon 455.275(1). Florida Statutes. effective October 1, 2012, licensees licensed under Chapter 455. F.S must provide the Department with an email address iftheynaveone. rhe emdds provided may be used for official communication with the licensee. However email addresses are public record. 11 roti do not wish to Supply a personal address, please provide the Department with an email 455. Fs. S.wplease Click here • made available 10 th! public TO determine if you are a licensee under apter Product Approval Accepts: a®nil Credit• Safe security+ -nucs dtl.aspx?param=wGCVXQ\,\gDgvFGYZsjrZFR... 4/11/2018 ELEVATION 2' typ. 36' 8' o.cI- max. 2' typ. TT 8' O.C. Max. m n, art, M.R. 12-14-09 am Windows & Doors Y m MAID fqn NONE 1 0 1 Gratz, PA o.a .o sK 3540-3240 SH FIN — A'=*'CLE ALL FOUR FLASHI BY OTH1 Anchor See Sectlon Dei rauna HEAD DETAIL 1 Min Edge 7/16' I* 'N81L FIN _ IS A GENERIC—TERM WHICH SHEATHING JAMB DETAIL iIZE HEADER AS NEEDED CAULK UNDER NAILING FIN ENTIRE PERIMETER BEFORE FASTENING. SHIM AS REQUIRED g6 X 1-5/8' SCREW (SHOWN WITH f SHEATHING) MUST ACHIEVE 1-1/4' PENETRATION INTO STUD.e SILL DETAIL Notes:. 1. Installation depicted based off of structural test report #82133.01-109-47. 2. Wood screws shall satisfy the National Design Specification for Wood Construction for material type and dimensional requirements. 3. Wood buck installations are assumed 2x S—P—F (G=0.42) or denser. Buck width shall be greater than the window frome width. Tapered or partial width bucks are not allowed. Wood buck shall be secured to the structure to resist all design loads. 4. Wood screw lengths shall be sufficient to guarantee 1-1/4' penetration into wood buck. 5. Maximum shim thickness of 1/4' permitted at each fastener location. Shims shall be load bearing, non— compressible type. 6. These drawings depict the details necessary to meet structural load requirements. They do not address the air infiltration, water penetration, intrusion or thermal performance requirements of the installation. 7. Installation shown is that of the test window for the size shown and the design pressure claimed. For window sizes smaller than shown, locate fasteners 2' from comers and no more than 8' on center. Design pressures of smaller,window sizes are limited to that of the test window. SIZE AND DESIGN PRESSURE CHART FASTENER. TYPE AND SPAaNG SHOWN WILL ALLOW DESIGN PRESSURES UP TO +40.10/-50 UNITS UP TO 36' x 84' SEE TEST REPORTS FOR INDIVIDUAL UNIT SIZE AND APPLICABLE DESIGN PRESSURE LIMITATIONS) em INSTALLATION INSTRUCTIONS do FASTENER SCHEDULE — FIN — m n, art, M.R. 12-14-09 am Windows & Doors 3540 Single Hung MAID fqn NONE 1 0 1 Gratz, PA o.a .o sK 3540-3240 SH FIN — 35• MAX. F'RAME '*!OIH L MAX. ANCHORS TO BE EQUALLY SPACED. SEE ANCHOR CHART iHEET 1 FOR UNIT SIZE ARO ANCHOR OUANTITY 1 4" MAX IAX 0 84" MAX. RAMC HEIGHT Panel wldM On) 21.0 70.0 76.0 2 X 2 SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING 40.01-50.OPSF NONE Number of anchors required at each Jamb Height In) Panel wldM On) 21.0 70.0 76.0 21.0 2 2 2 30.0 2 1 2 1 2 36.0 3 1 3 1 3 42,0 7 1 3 1 3 46.0 3 3 3 61.0 3 3 a 60.0 4 4 06.0 4 a a T2.0 4 s 76.0 64.0 a 5 5 TABLE OF CONTENTS SHEET NO DESCRIPTION 1 ELEVATIONS. ANCHORING LAYOUTS AND NOTES 2 - 3 I INSTALLATION DETAILS R(VIso"s r OISCRWMN -(EI 'u—ta NOTES: 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMP-.+ WITF REOUIREMENTS OF THE FLORIDA BUILDING CODE 2) WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOACS TO STRUCTURE FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3) 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE IX BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECF OR ENGINEER OF RECORD 4) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF IHC PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOP. WOOD ANCHOR CALCULATIONS. 5) FRAME MATERIAL: EXTRUDED RIGID PVC. 6) SASH UNITS MUST BE REINFORCED WITH GVL-451-020 STEEL REINFORCFI.INT. MEETING RAILS MUST BE REINFORCED WITH R= -104S-07.0 STEEL REINFORCEMENT 7) UNITS MUST BE GLAZED PER ASTM _71300-04. 8) APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR TFIS PRODUCT III a:ING BORNE DESR!S REGIONS. 9) SHIM AS REOUIRED AT EACH INSTALLATION ANCHOR %ITH LOAD REARING SHIv SHIM ,1HERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SrfM STACK TO BE 1/4". 10) FOR ANCHOP.INC INTO MASONRY/CONCRETE USE 3/1fi" TAPCONS WITH Sl1ff1CICNT L£NGTF TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE INIII- 2 5/8-- MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVAIIONS AND INSTALLATION DETAILS. 11) FOR ANCI:ORING INTO WOOD FRAMING OR 2X BUCK USE #8 WOOD SCRc:r WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/16- MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND 1NSTALLA-1101, DETAILS 12) ALL FASTENERS 10 BE CORROSION RCSISTAN(. 13) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE Willi ANCHOR MANU=ACTURER'S INSTALLATION (NSTRUCTIONS, AND ANCHORS SHALL NOT HE USED IN SUBSIRATCS 1VITH STRENCIHS LESS IHAN 1H_r MINIMUM STRENGTH SPECIFIED BELOW: A WOOD - MINIMUM SPECIFIC GRAVITY OF G=042 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90. GRAOE N, TYPE ;0, GREATER). SIGNED: 10/21/2011 MI WINDOWS AND DOORS ft. II` o,,,/ 650 WEST MARKET STREET GRANTZ. PA 17030-0370 J\, • • ' • • '1l,9GENT SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW 0,.6126 STEEL REINFORCED - NON -IMPACT 36" X 84 ELEVATION, ANCHORING LAYOUT AND NOTES 0 • TAT OF sv iC)ic• • w 4Fs :0R10'?; nRah. a«c he Rei 08 -0372 scut osaNTS 10/17/11 1 OF 3 2Y SUCK/Y1000 FRAMING BY OTHERS. 2X BUCK TO UE PROFERLY SECURED FLANGE TO BE SET IN EEO 0= AP-RO`/ED SEALANT EXTERIOR FLANGE TO DE S:I IN KO 0. APFROV O SEALANT 1 1 1/4" MAX. SHIM HEAD TO BE SET IN A BED OF APPROVED CONSTRUCTION SCLANT SILL TO BE SET IN BED Or APPROVED EONSTRIJCT13N ADHESIVE 1/e" MAX. F SHIM 7X ROC4/W001) FRJdAI'dG -' el: OFAERS. V BUr:< TO VERTICAL CROSS SECTION DC C'40PERLY SE"URED 2XSUCKANOODFRAMING INSTALLATION REMSa s I REV I UESCRrvnou I c.;(E I APPRwE ) 1 3/16- MIN. 1/4- MAX. EMBEDMENT I SHIM r- #8 v:000 SCREW INTERIOR 2X BUCK/'NOOD FRAMING BY OTHERS, 2X BUCK TO BE PROPERLY SECURED EXTERIOR FLANGE TO BE -' SET IN BED Or APPROVED SCALAN F HORIZONTAL CROSS SECTION 2X SUCKAN000 FRAMING INSTALLATION NOfC: INICRIOR AND EXICRICil FIN1`_rl?S. BY 01HCI' . NOT SHO::'N FOR CLA:ZITY. MI WINDOWS AND DOORS LR Ilio/% 650 WEST MARKET STREET S J 1/9 i GRANTZ, PA 17030-0370 GENq d+ 4TATMOFO61SERIES3540FINLESSPVCSINGLEHUNGWINDOW_ STEEL REINFORCED - NON -IMPACT 36" X 84 INSTALLATION DETAILS p•, FS ZORIVO nRA-% ox NO REV V.L. 08-01372 i///IONAiL\ w:Cls"lzNTS 10/17/11 2 OF 3 M:1$ONRY/CONCRETE BY OTHERS OPTIONAL 1X BUCK SY OTHERS. 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 LANGE TO BE SETIN DED OF APPROVED SCALA111 EXTERIOR FLANGE TO BE SETIN BED OF OVAPPRED SEALANT OPTIONAL 1X BUCK BY OTHERS, 1X BUCK TO OE PROPERLY SECURED. SEE NOTE 3 SHEET 1 is I/C M.AX SHIM HEAD TO RE SET IN A OED OF APPROVED CONSTRUCTION SCAl.AKT INTERIOR I VERTICAL CROSS SECTION MASONRY/CONCRETE INSTALLATION SILL TO BE SET IN DEC OF APPROVED CONSTRUCTION ADHESIVE 1/4" MAX SHIM REVs*'s RFV I DL$CWPTICN I Elm "'w v.cz 1 1/4" MIN. 1/4" MAX. EMBEDMENT SHIM 3/15" TAOCON MASONRY/CONCRETE I BY OTHERS / INTERIOR I r I 5/- 1 } 1 1C - EDGE DIST SIL OPTIONAL 1X SUCK BY - _ EXTERIOR OTHERS, IX SUCK TO BE rL4 1GE TO BEPROPERLYSECURED. SEE NOTE 3 SHEET 1 SET IN MD OF APPROVED SEALANT HORIZONTAL CROSS SECTION MASONRY/CONCRETE INSTALLATION CONCRETE NOTE: INTERIOR AND EXTERIOR FINISHES. BY OTHERS. f.1ASONRY NOT SHOWN FOR CLARI1' BY OTHERS MI WINDOWS AND DOORS 650 WEST MARKET STREET GRANTZ. PA 17030-0370 SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW STEEL REINFORCED - NON -IMPACT 36" X 84 INSTALLATION DETAILS OMl+lt O:YG N0. RE 08-01372 10/17/11 11;'"'3 OF 3 rte05 _ 10. TATE OF ;4` ksjs NA 2- typ.. 2' typ. TT - 2" o.c. Max. L Y n I* ELEVATION 108• nAvI BY OTHE Anchor See Section Details) HEAD DETAIL f}'hA} CLEARANCE ALL FOUR SIDES) WHICH SHQ4THING Min Edge Distance V{' JAMB DETAIL Min Edge &I SILL DETAIL 5. Maximum shim thickness of 1/4' permitted at each fastener location. Shims shall be load bearing, non— compressible type. 6. These drawings depict the details necessary to meet structural load requirements. They do not address the SHIM AS air infiltration, water penetration, intrusion REQUIRED or thermal performance requirements of the installation. 6 X 1-5/8- SCREW (SHOWN WITH 1/2 - SHEATHING) MUST ACHIEVE 1-1/4- PENETRA7ION INTO STUD. . 7. Installation shown is that of the test window for the size shown and the design pressure claimed. For window sizes smaller than shown, locale fasteners approx. 2' from comers and no more than 12' on center. Design pressures of smaller window sizes are limited to that of the test window. SIZE AND DESIGN PRESSURE CHART Notes: SEE TEST REPORTS FOR INDIVIDUAL UNIT SIZE AND APPLICABLE DESIGN PRESSURE LIMITATIONS) 1. Installation depicted based off of INSTALLATION INSTRUCTIONS ac FASTENER SCHEDULE — FIN— m w structural test report i C7327.01-109-47. SIZE HEADER AS NEEDED 2. Wood screws shall satify the Notional Continuous Head and Sill Design Specification for Wood Construction for material type and Caulk under ENTIRE dimensional requirements. perimeter of Nailing fin before 3. Wood buck installations ore assumed 2x fostening. S—P—F (0=0.42) or denser. Buck width shall be greater than the window frame width. Tapered or partial width bucks are not allowed. Wood buck shall be secured to the structure to resist oil design loads. 4. Wood screw lengths shall be sufficient to guarantee 1-1/4' penetration into wood buck. 5. Maximum shim thickness of 1/4' permitted at each fastener location. Shims shall be load bearing, non— compressible type. 6. These drawings depict the details necessary to meet structural load requirements. They do not address the SHIM AS air infiltration, water penetration, intrusion REQUIRED or thermal performance requirements of the installation. 6 X 1-5/8- SCREW (SHOWN WITH 1/2 - SHEATHING) MUST ACHIEVE 1-1/4- PENETRA7ION INTO STUD. . 7. Installation shown is that of the test window for the size shown and the design pressure claimed. For window sizes smaller than shown, locale fasteners approx. 2' from comers and no more than 12' on center. Design pressures of smaller window sizes are limited to that of the test window. SIZE AND DESIGN PRESSURE CHART FASTENER TYPE AND SPACING SHOWN WILL ALLOW DESIGN PRESSURES UP TO +35/-50 UNITS UP TO 108' x 74' SEE TEST REPORTS FOR INDIVIDUAL UNIT SIZE AND APPLICABLE DESIGN PRESSURE LIMITATIONS) INSTALLATION INSTRUCTIONS ac FASTENER SCHEDULE — FIN— m w C-- R, NIG V.M.R. 8-20-09 CAR 3540 Single Hung lJIL• fQR NONE 1 Cr 1 Windows & Doors Gratz, PA Continuous Head and Sill W. 3540 SH CSH FlN — Florida 131.111ding Code Online Page 1 of 3 If Business & Professional Regulation SCIS Home I Log in I User Registration Hol Topics Subm.t Surcharge Stats 6 Facts Publications FOC Stall I 500 site Map I Links search F 1 da Product Approval a\ i. JVSER: Public User i J uatm Product Approval Menu > Product or AODG[atron Search > Application List > Application Detail FL # FL18644-R2 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 MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsitlinger@miwd.com Authorized Signature Brent Sitlinger bsitlinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Fixed Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By Steven M. Urich, PE t25 Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard AAMA/WDMA/CSA 101/I.S. 2/A440 AAMA/WDMA/CSA 101/1.S. 2/A440 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 12/31/2017 Date Validated 12/31/2017 Date Pending FBC Approval Date Approved 01/04/2018 Year 2005 2008 littps://www. noridabuilding.org/pr/pr_app_dtl.aspx?paraln=wGEVXQwlDquIGtg5bCXRs... 4/11/2018 Florida Building Code Online Summary of Products Page 2of3 FL # I Model, Number or Name Description 18644.1 3500 PW 81x63 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FLIS644 R2 C CAC MI Windows - 3500 PW B9102 Approved for use outside HVHZ: Yes 81x63.Ddf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +50/-50 04/30/2021 Other: FW-LC50 Installation Instructions FL18644 R2 11 08-02818.1)df Verified By: Luis R. Lomas PE -62514 Created by Independent Third Party: Yes Evaluation Reports FL18644 R2 AE 513610.1)df Created by Independent Third Party: Yes 18644.2 3500 PW 81x63 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL18644 R2 C CAC APC D3210 01-109-47-RO 3500 FXD 111822).DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +35/-35 11/18/2022 Other: LC-PG35 Installation Instructions FL18644 R2 11 08-02818.0f Verified By: Luis R. Lomas PE -62514 Created by Independent Third Party: Yes Evaluation Reports FL18644 R2 AE 513610.Ddf Created by Independent Third Party: Yes 18644.3 3500 PW 60x96 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL18644 R2 C CAC APC - 1`1910.0I.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 10/08/2020 Design Pressure: +50/-50 Installation Instructions Other: LC-PG50 FL18644 R2 II 08-02858.Ddf Verified By: Luis R. Lomas, PE PE -62514 Created by Independent Third Party: Yes Evaluation Reports F118644 R2 AE 513666 F1910 2858.Ddf Created by Independent Third Party: Yes 18644.4 13500 PW 96x60 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL18644 R2 C CAC MI Windows - 3500 PW B9102 Approved for use outside HVHZ: Yes 96x60.Ddf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +50/-60 04/30/2021 Other: LC-PG50 Negative DP= -60 Installation Instructions FL186448644 R2 11 08-02859.pd Verified By: Luis R Lomas, PE PE -62514 Created by Independent Third Party: Yes Evaluation Reports FL18644 R2 AE 513667.Ddf Created by Independent Third Party: Yes Back Nci<t Contact Us :: 7601 Blair Stone Road, Tallahassee FL 32399 Phone, BSO.487.1824 The State of Florida is an AA/EEO employer Coovriohl 2007.2013 State of Florida... Privacy Statement :: Accessibility 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 electronic mad to this entity Instead, Contact the office by phone or by traditional mad. if you have any questions, please contact 850 467.1395. *Pursuant to Semon 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 emaus provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public To determine if you are a licensee under Chapter 455. F.S., please click here . Product Approval Accepts: n https://www.floridabLlilding.org/pr/pr_app_dtl.aspx?paraln=wGEVXQwtDqu]Gtg5bCXRs... 4/11/2018 Florida Building Code Online Credit Card Safe Page 3 of 3 littps://www.floridabuilding.org/pr/pr_app_dtLaspx?param=wGEVXQwtDquiGtg5bCXRs... 4/11/2018 NOTES. I. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REOUIREMENTS OF THE FLORIDA BUILDING COCE 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. IX BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 4, WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY. CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE WINDOW UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACIURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 7 BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. S. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REOUIREO AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4-. 9 SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE. LOADS 10. WINO LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. II. FRAME MATERIAL: L'XTRUDEO RIGID PVC. 12 UNITS MUST BE GLAZED PER ASTM E1300-04 13, APPROVED IMPACT PROTECTIVE SYSTEM i$_REQyLEQ FOR THIS PRODUCT IN WINO BORNE DEBRIS REGIONS. 14 FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #8 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS RO ASIONS _ I ary 0EScR1vr10N I DATE 15 FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 16. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE Q8 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. 17. ALL FASTENERS TO BE CORROSION RESISTANT. 18. 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 0-- G=0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C.MASONRY - STRENGTH CONFORMANCE TO ASTM C-90. GRADE N. TYPE 1 (OR GREATER) 0. METAL STRUCTURE: STEEL 16GA ( 060" THICK), 33KS1 OR ALUMINUM 6063-T5 .058" THICK MINIMUM 19. GEOMETRIC SHAPES ARE ALSO APPROVED. APPROVED GEOMETRIC SHAPES DIMENSIONS SHALL NOT EXCEED INSCRIBED DIMENSIONS OF APPROVED RECTANGULAR ASSEMBLY SHOWN IN SHEET 2. GEOMETRIC SHAPES ARE NOT LIMITED TO SHAPES SHOWN HEREIN. 20. THIS PRODUCT IS ALSO LABELED UNDER THE FOLLOWING NAMES: 3500PW, 350OPWCHS. 3500PWMULL. 3500SP. 3540PW, 3540PWMULL. 3540PWCHS. 3540SP, 3580PW. 358OPWMULL, 35805P. S-350OPW, S-350OPWMULL. S-350OPWCHS. S -35005P. 5-354OPW. S-3540SP, S-3540PWCHS. 1255PW, 1255PWCH5, 1255PWMULL. 128OPW. 910SP, 3500HPPW, 3500HPPWMULL AND 3500HPSP. TABLE OF CONTENTS ISHEETNO.1 DESCRIPTION I- t I NOTES 2 ELEVATIONS 3 - 7 INSTALLATION DETAILS SIGNED: 02/11/2016 MI WINDOWS AND DOORS\0\11111111/j/ 0 i 650 WEST MARKET STREET PA 17030-0370 J 5'pElV, GRATZ, J ,,6125SERIES3500PICTUREWINDOW 60" X 96" NON -IMPACT NOTES p f»w• STATE OF ORc N0. REV ORAWN• N.G. 08-02858 S SCALE NTS DATE 02/02/16 1SNE° I OF 6 NA EXTERIOR BACKER ROD APPROVED SEALANT WOOD FRAMING OR 2x BUCK BY OTHERS 5/8" MIN EDGE DISTANCE 1/4- MAX. SHIM SPACE 8 WOOD 7/16" MIN SCREW JAMB INSTALLATION DETAIL T EDGE DISTANCE EXTERIOR WOOD FRAMING 650 WEST MARKET STREET GRATZ. PA 17030-0370 SILL TO BE SET OR 2X DUCK IN A BED OF METAL BY OTHERS 1 1/4" MIN STRUCTURE erOF Iv- sSj%o R10 aG\\• EMBEDMENT BY OTHERS REV i-- APPROVED STRUCTURE 77I11111110\ SEALANT BACKER ROD 1/4" MAX 4 APPROVED SHIM SPACESEALANT EXTERIOR BACKER ROD APPROVED SEALANT WOOD FRAMING OR 2x BUCK BY OTHERS 5/8" MIN EDGE DISTANCE 1/4- MAX. SHIM SPACE 8 WOOD APPROVED SCREW JAMB INSTALLATION DETAIL METAL STRUCTURE/NSTALLATION SIGNED: 02/11/2016 EXTERIOR INTERIOR 650 WEST MARKET STREET GRATZ. PA 17030-0370 SILL TO BE SET IN A BED OF SERIES 3500 PICTURE WINDOW APPROVED SEALANT 1/4" MAX. BACKER ROD APPROVED erOF Iv- sSj%o R10 aG\\• SHIM SPACE SEALANT REV METAL 08-02858 STRUCTURE 77I11111110\ BY OTHERS VERTICAL CROSS SECTION W000 FRAMING OR 2X BUCK INSTALLATION NOTES. I INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER ANO JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCOROANCE WITH ASTM E2112 X18 SMS OR SELF DRILLING SCREWS INTERIOR VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION 1 1/4- MIN. EMBEDMENT 1- 7/16" MIN. EDGE DISTANCE 8 WOOD SCREW WOOD FRAMING OR 2x BUCK BY OTHERS SILL TO BE SET IN A BED OF APPROVED SEALANT 1/4- MAX. SHIM SPACE RMSIONS M,CRIPRWi .11 I PPROIED 1/a' Max. SHIM SPACE INTERIOR EXTERIOR BACKER R00 APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION 1/4- MAX. SHIM SPACE L- rINTERIOR 5/8' MIN. o EDGE DISTANCE q8 SMS OR SELF DRILLING SCREWS O METAL STRUCTURE BY OTHERS BACKER ROD EXTERIOR APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE/NSTALLATION SIGNED: 02/11/2016 MI WINDOWS AND DOORS 1ft. 1t // 650 WEST MARKET STREET GRATZ. PA 17030-0370 S J 4t GEMS;,P 4T ATFe: SERIES 3500 PICTURE WINDOW 60" X 96" NON-IMPACTaFINLESSINSTALLATIONDETAILSerOFIv- sSj%o R10 aG\\• O owc No. REV CN: 08-02858 77I11111110\ c NTS — 02/02/16 SHa`3 OF 6 2 1/2" MIN EDGE DISTANCE CONCRETE/MASONRY , BY OTHERS" ° - 1 1/4" MIN. EMBEDMENT OPTIONAL IX BUCK SEE NOTES 3 — 7 —r SHEET 1 BACKER ROD I/4" MAX k APPROVED — SHIM SPACE SEALANT o EXTERIOR 3/16- TAPCON INTERIOR VERTICAL CROSS SECTION CONCRET&W SONRY INSTALLATION RENSMS OESER171gw I GTE 1 A"'E7 CONCRETE/MASONRY 1 1/4" MIN. SILL TO BE SET EMBEDMENT N-' 0s\Tf11t0 9/,, GENS 'p IN A BED OF BACKER ROD SHIM SPACE APPROVED SEALANT d APPROVED SHEET 1 SEALANT o owc NO 1/4" MAX. OPTIONAL IX BUCK 08 02 58 SHIM SPACE SEE NOTE 3 - 7 O kBACKER SME NTS Wtt 02/02/16 4 OF SHEET T EDGEDISTANCE CONCRETE/MASONRY BY OTHERS do APPROVED Q. , a VERTICAL CROSS SECTION CONCRET&W SONRY INSTALLATION RENSMS OESER171gw I GTE 1 A"'E7 CONCRETE/MASONRY 1 1/4" MIN. BY OTHERS EMBEDMENT N-' 0s\Tf11t0 9/,, GENS 'p 1/4' MAX. OPTIONAL IX BUCK SHIM SPACE SEE NOTES 3 - 7 TAT OF rv SHEET 1 OPAWN owc NO 3/16" TAPCON N.G. 08 02 58 INTERIOR 77 1a 2 1/2" MIN. kBACKER SME NTS Wtt 02/02/16 4 OF EDGEDISTANCE EXTERIOR do APPROVED SEALANT JAMB INSTALLATION DETAIL CONCRET&W SONRY INSTALLATION NOTES I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 02/11/2016 M6soIWDOWESTMARKETS ANDDOORS TREET PA 17030-0370 N-' 0s\Tf11t0 9/,, GENS 'pGRATZ, SERIES 3500 PICTURE WINDOW 60" X 96" NON -IMPACT FINLESS INSTALLATION DETAILS TAT OF rv OPAWN owc NO R N.G. 08 02 58 It III% 6SMENTSWtt02/02/16 4 OF EXTERIOR 3ACKER ROD I-'NKUVLU SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS 5/8 MIN EDGE DISTANCE7/16' MIN 1/4- MAX. R r SHIM SPACE EDGE DISTANCE WUCD FRAMING OR 2X DUCK METAL BY OTHERSL 1 1/4" MIN EMBEDMENT ` STRUCTURE BY OTHERS GENSe y SERIES 3500 PICTURE WINDOW 60" X 96" NON -IMPACT APPROVED FLANGE INSTALLATION DETAILS 110,• TAT OF SEALANT BACKER ROD I/4" MAX owc 00. 4 APPROVED N.G. SIAM SPACE SEALANT S"ER5SCALENTS -- 02/02/16 1 OF 6 EXTERIOR 3ACKER ROD I-'NKUVLU SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS y8 WOOD SCREW EXTERIOR INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT t/4" MAX BACKER ROD APPROVED SHIM SPACE SEALANT METAL STRUCTURE BY OTHER 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 EMBEDMENT 7/16' M EDGE DISTANCE 8 WOOD 8 SMS OR SCREW SELF DRILLING SCREWS WOOD FRAMING INTERIOR OR 2x BUCK BY OTHERS SILL TO BE SET IN A BED OF APPROVED SEALANT VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION 1/4- MAX. SHIM SPACE REVISIONS _ OCWRMT*" I GTE f APPROAD 1/4" MAX. SHIM SPACE INTERIOR EXTERIOR BACKER R00 APPROVED SEALANT JAMB INSTALLATION DETAIL WOOO FRAMING OR 2X BUCK INSTALLATION 1/4" MAX. SHIM SPACE 5/8" MIN. INTERIOR EDGE DISTANCE p8 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS BACKER Roo EXTERIOR 5/8 MIN EDGE DISTANCE pq 1/4- MAX. R r SHIM SPACE y8 WOOD SCREW EXTERIOR INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT t/4" MAX BACKER ROD APPROVED SHIM SPACE SEALANT METAL STRUCTURE BY OTHER 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 EMBEDMENT 7/16' M EDGE DISTANCE 8 WOOD 8 SMS OR SCREW SELF DRILLING SCREWS WOOD FRAMING INTERIOR OR 2x BUCK BY OTHERS SILL TO BE SET IN A BED OF APPROVED SEALANT VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION 1/4- MAX. SHIM SPACE REVISIONS _ OCWRMT*" I GTE f APPROAD 1/4" MAX. SHIM SPACE INTERIOR EXTERIOR BACKER R00 APPROVED SEALANT JAMB INSTALLATION DETAIL WOOO FRAMING OR 2X BUCK INSTALLATION 1/4" MAX. SHIM SPACE 5/8" MIN. INTERIOR EDGE DISTANCE p8 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS BACKER Roo EXTERIOR APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 02/11/2016 D DOORSM650IwDOWESTMA s tR I ICr09,/, KETS STREET GRATZ, PA 17030-0370 GENSe y SERIES 3500 PICTURE WINDOW 60" X 96" NON -IMPACT FLANGE INSTALLATION DETAILS 110,• TAT OF owc 00. REv 1N.G. 08-02858 r11111110\ S"ER5SCALENTS -- 02/02/16 1 OF 6 2 1/2 -MIN EDGE DISTANCE CONCRETE/MASONRY BY OTHERS ° , 1 1/4' MIN. OPTIONAL Ix BUCK EMBEDMENT SEE r1CTES 3 - 7 ' SHEET C7C C BACKER ROO I/4- MAX APPROVED SHIM SPACE SEALANT lTR EXTERIOR 3/16- TAPCON INTERIOR SILL TO BE SET IN A BED OF BACKER ROD APPROVED SEALANT APPROVED SEALANT o 1/4" MAX. OPTIONAL I% BUCK —\ SHIM SPACE SEE NOTE 3 - 7 OCA' SHEET 1 CONCRETE/MASONRY BY OTHERS ° e VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION RENSWNS -• IREVDESCWTONIWrE ,WPRED CONCRETE/MASONRY 1 1/4- MIN. BY OTHERS EMBEDMENT OPTIONAL IX BUCK , 11 MAX. SEE NOTES 3 - 7 SHIM SPACE SHEET I 3/16- TAPCON INTERIOR a' 2 1/2 - MIN. v EDGE DISTANCE L BACKER ROD EXTERIOR APPROVED SEALANT JAMB INSTALLATION DETAIL CONCRET&MASONRY INSTALLATION NOTES: 1. INTERIOR ANO EXTERIOR FINISHES, BY OTHERS. NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE OESIGNEO IN ACCOROANCE WITH ASTM E2112 MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 3500 PICTURE WINDOW 60" X 96" NON -IMPACT FLANGE INSTALLATION DETAILS DR -N. OwG NO. N.G. 08-02858 SCALE NTS 10AIE 02/02/16 5""T6 OF -6 SIGNED: 02/11/2016 1 ! I ` 141ft. N s' 61261 w p . STATE OF ; t _ REv G Florida Building Code Online Page I of 3 Business & Professional Regulation a m dbprSCIS Home I Log In I User Registration I Hot Topics Submit Surcharge slats S Facts Publications FBC stall SCIS Site Map I Links Search Product Approval USER: Public User tyos,rgrev. Product Approval Menu > Product or Application Search > Application Lill > Application Detail FL # FL18504-R2 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717)365-3300 Ext 2560 bsitlinger@miwd.com Authorized Signature Brent Sitlinger bsitlinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Luis R Lomas the Evaluation Report Florida License PE -62514 Quality Assurance Entity Architectural Testing, Inc., an Intertek company Quality Assurance Contract Expiration Date 12/31/2018 Validated By Steven M. Urich, PE G Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method FL18504 R2 COI FL COI.Ddf Standard AAMA 450 Method 1 Option D Year 2010 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?parani=wGEVXQwtDgs9%2N/o2fiCO... 4/11/2018 Florida Building Code Online Date Submitted 09/23/2017 Date Validated 10/23/2017 Date Pending FBC Approval 10/26/2017 Date Approved 12/12/2017 Surnmary of Products Page 2 of 3 FL # Model, Number or Name Description 18504.1 M-1926 Horizontal Mullion M-1926 Horizontal Mullion Single, Twin or Triple with Transom Limits of Use Installation Instructions 08-01455B.Ddf Approved for use in HVHZ: No Fl 18504 R2 11 Verified By: Luis R Lomas PE -62514ApprovedforuseoutsideHVHZ: Yes Created by Independent Third Party: YesImpactResistant: Yes Evaluation Reports Design Pressure: N/A Other: Maximum Span - 156-3/8", Impact Resistant up to rLIS5 RZ AE Created Independent79ThDrdf Party: Yes Wind Zone 3 18504.2 M-1926 Vertical Mullion M-1926 Vertical Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL18504 R2 II 08-01445B.Ddf Verified By: Luis R Lomas PE -62514ApprovedforuseoutsideHVHZ: Yes Created by Independent Third Party: YesImpactResistant: Yes Evaluation ReportsDesignPressure: N/A Other: Maximum Span - 84", Impact resistant up to Wind BS04R2 AE 6913.0 by Independent Third Party: YesCreated Zone 3. 18504.3 M-2285 Horizontal Mullion M-2285 Horizontal Mullion Single, Twin or Triple with Transom Limits of Use Installation Instructions FL18504 R2 II 08-01834B.DdfApprovedforuseinHVHZ: No Verified By: Luis R. Lomas PE -62514ApprovedforuseoutsideHVHZ: Yes Created by Independent Third Party: YesImpactResistant: Yes Design Pressure: N/A Evaluation Reports Other: Maximum span - 120", Impact resistant up to Wind Fi trine R2 AE 5125218 odf Created by Independent Third Party: YesZone3. 18504.4 M-2285 Vertical Mullion M-2285 Vertical Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL1850 I R2 11 08-01833B.Ddf Verified By: Luis R Lomas PE -62514ApprovedforuseoutsideHVHZ: Yes Created by Independent Third Party: YesImpactResistant: Yes Evaluation Reports Design Pressure: N/A Other: Maximum Span - 84", Impact resistant up to Wind FL18504 R2 AE 512520B.pd Created by Independent Third Party: YesZone3. 18504.5 M-2300 Horizontal Mullion M-2300 Horizontal Mullion, Single or Twin with Transom Installation Instructions Limits of Use FL18504 R2 II 08-01907A.I2 fApprovedforuseinHVHZ: No Verified By: Luis R. Lomas, PE PE -62514ApprovedforuseoutsideHVHZ: Yes Created by Independent Third Party: YesImpactResistant: Yes Design Pressure: N/A Evaluation Reports Other: Maximum Span - 120", Impact resistant up to Wind FL18504 R2 AE 512602A.Ddf Created by Independent Third Party: Yes Zone 3. 18504.6 M-2300 Vertical Mullion M-2300 Vertical Mullion Limits of Use Installation Instructions FL18504 R2 II 08-01906B.124fApprovedforuseinHVHZ: No Verified By: Luis R. Lomas PE -62514ApprovedforuseoutsideHVHZ: Yes Created by Independent Third Party: YesImpactResistant: Yes Design Pressure: N/A Evaluation Reports Other: Maximum Span - 84", Impact resistant up to Wind FCreated Independent 51 e01B Ddf Party: Yes Zone 3. 18504.7 M-2301 Horizontal Mullion M-2301 Horizontal Mullion Single or Twin with Transom Limits of Use Installation Instructions FL18504 R2 11 08-02834. Approved for use in HVHZ: No Approved for use outside HVHZ: Yes df Verified By: Luis R Lomas PE -62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Span - 120", Impact Resistant up to Wind Evaluation Reports FLIS504R2 AE 513629.pd Other: Maximum Created by Independent Third Party: YesZone3.. back Neri 1,itnq-//www.floridabuildinp-.orQ/pr/pr app_dtl.aspx?param=wGF_VXQW Dgs9%2f%2ftCO... 4/11/2018 Florida Building Code Online Page 3 of 3 Contact Us :: 7601 Blair Stone Road. Tallahassee FL 32399 Pnone: 850.487.1824 The State of Florida is an AA/EEO employer Copyright 2007-20) 3 State of Florida... Privacy Statement : Accessibdrly 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 reavesl, do not send electronic mad to this entity instead, contact the office by phone or by traditional mail. it you have any Questions, please contact 850.487.1395. 'Pursuant to Section 455 275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address d they have one. The emads Provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which Can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: f}I!) M MM Credit Card Safe littps://xvww.floridabuilding.org/pr/pr_app_dti-aspx?param=wGEVXQwtDgs90/02f%2ftCO... 4/11/2018 in 1:•. ••11 .. , ,:. 1!. x.111 1''.i li. I,:AT,1.11. •.I .1 ':.A!I"1 •'1': ir: El I 1 ..I 17• I!1 .I:`. 1, 1:.: 1;: M. --i IL!"R I'll - VI : G:11•." -%•i .. N'!! U:•I,;r TAI Irc c '. 7_c :.h..''i •: l: i '.A N : •L!"I, W ND LOM, MI LIl •4:.(Ii IN 1'I'71J... ai 7`!F•Ar.r F'fO •IE!NNIT •'i.nlhfRCi RI;F+. it F1 jK T'iIS uq:`ER ICr IN WIf4O GORNE Dti.'•'.!' PF -,':,ONS UP TO WIND C,?NE 3 LVY N perSSURE AND IN'Si%LL!•TION DETAILS SHOWN IN THIS fi (!MENi APPL( ()NL,' To M!,LIM"IN WIINCOWS MUST BE APPRJVED LtrIFIEIR• :'.F.PARATE APPROVAL SIN I. -LE WINDOWS TO CE MULLED ARE NIjT LIMITED TO THOSE SI411Wn IN TMS D,,AWIN(•. WINDI)W_ MUST BE MANUFACTURED BY 1,41 WINDOW', AND DOOR'S. 114C I::II.N PKESSURE IlF MULLFD UNI! ,HALL BE CONTROLLED BY THE LE '1 U DCSIAN PRE>r, IRE :IF FHF MULLION OR THE INDIVIDUAL VA, 11.111.9 f:P FIfdIR UNIT i,84:75 IAA'! BE MULLED TC:(.E1H(k INr)EFINITELY AS LONf,. AS SINGLE 1I:I7T V:7;1711 AND HF.1l•IiT APE N( -,T F)I:FEU:O AND MULLION IS AS 'i•WVJN I,Ei:F1N M•q;;n4 VERTICAL IN aA1.11•IN iN 1. 'HOWN. MULLION MA! BE USED J li•)f 171"e!IAL APPLICATION: :•i L1.11•Il: Aj DIMENSIONS INDIt ATED I;i I:r1:1 APF MOT EYI. EFiIED --NI, 0fLI_IC-N 13 ANCHORED Afi IjRDING T'", 711• . 0 IMENr I•.11 :•r•1 •:+.i :i:_ ;i.[Jl. f: IN':TFIL:TI It I': I:Lr'.: F:;?n!PEfI Di SI;:i•! I{:T, IFP FLpRei. BUILDIN(: CODE Ir 1; f;MINf iRIOUlAr: WIDill %•;•!F•'el ILL1014 SPAN BASED ON I: Itl': i;.l I i.i 1, F.L ^: •fl:•:I ILA FI, -.4 TRIBIiTAP. • WIDTH r iji ll!!'11J '•i :•T. (!11!1: II; I:;i li ..tJO TRIKcTl.71' WIDTH AT LI- _1'i' : c: ilirDi IF 1"01! ;.Ili • r j-" MULLION f!'I-U1.;Fi, "i!•;I• I. _!•;I'. .. 1`. 711, Mnf,I.14IN F.'.(IN" IN .111 I.1•iIi •.I:d• ?4'• 1.71• I•.=•1i;;i: ,Hi.r. i..:111'i' I•.i li( III . IREQ ! ..__..._. c.E•r:n1l.. ..—. _— _._. i — . I P.EV:i•CT• IN: 14LLeii.:?• (•C 1•:i: i•• L.O-1 MF_ry :I C1 i-N•.1,ljf%.=iC _ill it .__. __. '. :' 11 FOR INTO WOI)D FRAWNC• C,R ?X 71JCK USE i117 WOOi S. REV: WITI4 SUFCIC'!ENT LENC•(H TO A(,HIE'JF. A 1 3/1, fXNIMIJ'4 EMBEDMENT LIjrATE ANCHORS AS SHOWN IN INSTALLA71ON OETAILS SHEET 3. FIjR ANCHJRINC• INTO CONCRETE USE 3/16 LLO ULTRACfjN TAP(ON WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT WITH I" MINIMUM EDGE DISTANCE LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS SHEET 4. 3) FOR ANCHORING INTO METAL FRAMING USE #10 SMS OR SELF DRILLING SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 4) ALL FASTENERS TO BE CORROSION RESISTANT. 5) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURERS 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=042 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.200 PSI C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90. GRADE N. TYPE J (OR GREATER) 0 METAL - STEEL 1SGA (.048••) FY=331<SI/FU=521:S1 OR ALUMINUM 6063-T5 FU=30KSI .0625" THICK MINIMUM rIJF E r N(1 OE CRIPTiON 1 I Jj IT F.S 1 ONFK-VRATIITNS AND OP CHART L IN_IALLAI;ON D°TAILS I 4 — 1CC`MP0-NENTS MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030 M-1926 VERTICAL MULLION 84" MULLION SPAN NOTES ORA^. Ol'K• NO V,L 08-01445 Y.AEC NTS I DATE 01/11/12 JIEEi I OF 4 L. ROSERrO LOMAS P.E. 14.72 WOODFORD RD LE WISVILLE. NC 27027 434.666.0609 /RMUs@ham womm SIGNED: 10/17/2017 J\ 511 rR I I C o/ ter, \GEN, p , TATE OF ; F ORO" Lu.s R. Lornas P E FL No. 62514 107 3/3" _ rOMBINED WIDTH W1-7r- W,- r r , WINDOW IWINDOW I •., ' I.1 I J I In7 :/u• 107 3/8" 120.0 1200 120.0 BINED WIDTH COM4- I wl-rW2 120 6 120 0 i S3 120.0 120.0 120.011 WINDOW 120.0 FPitiME HEIGHT 120.0 WINDOW VUL! Ilio CPAN) 75 2N62.00 964 73.6 In7 :/u• 75.00120.0 1200 120.0 1•IvJC<INCO WIJT.i I 120.0 120 6 120 0120.0 120.0 120.0 120.011 0 120.0 85.4 83.5 j24120.0 98.3 81.2 75.9 75 2 15.1N62.00 964 73.6 T 1 I • WINDOW I Irl II 1! WINDOW, I I I WIN00It 448 I 81.0 612 g47.643 40.1 i I j II 62.1 75-0 9 1 W. I 24.9 span pn) 16.17 25.50 76.00 47.00 18.00 57.17 75.00120.0 1200 120.0 12001 120.0 120.0 120 6 120 0120.0 120.0 120.0 120.011 0 120.0 85.4 83.5 j24120.0 98.3 81.2 75.9 75 2 15.1N62.00 964 73.6 3.7 50.7 49.4 48 0 a4.090.2 68 6 9.3 46.3 448 81.0 612 g47.643 2 40.1 62.1 75-0 9 1 26.3 24.9 107 3/8- OMBINEO WIDTHCH w i -1- W2 I- 83'* 4DOWFRAMEW1INDOW HEIGHT MULLION jPAN) ` 107 3/"- I.'•-- COMBINE; wiOTH WI - Ir w' WINDOW / FRAME 1 j HEIC,HEIi•`Ti 1 WINQEi_W WN W 116U1Irl jPANi•:1 I 1_ I wl `i F- W? 107 3/3' - COMBINED WIDTH QEW9gNS OESCRIP110N REVISED INSTALLATION DETAILS REVISED ANCHORINC NOTES 107 3/8 - COMBINED WIDTH r_/wi - Ir /- w2 I j J WINDOW I / 83" / ` / HEIGH/ W/NOOW HEIGHT IN W / MULLION / SPhi-L S W1 / J iF- WL 107 3/°' COMBINED WIDTH APPROVED CONFIGURATIONS MULTIPLE UNITS MAYBE MULLED TOGETHER AS LONG AS COMBINED WIDTH DOES NOT EXCEED 107 3/8• AS SHOWN HEREIN. span (In) 16.13 75.50 36.00 17.00 16.00 75.00 120.0 120.0 120.0 120 0 120 0 37.36 120 6 120 0 120 0 120.0 120.0 49.63 1200 109.2 90.2 85.4 83.5 j2462.00 107.1 81.8 6a,8 59.7 56.3 65.63 100.2 76.2 59.9 54 8 sl.a 72.00 90.0 68 0 52.8 48 0 a4.0 64.00 62.1 45.0 33.1 29.1 26.3 LARGE AND SMALL MISSILE IMPACT. LEVEL D. WIND ZONE 3 DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND 00 NOT INCLUDE FLANGE MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ. PA 17030 M-1926 VERTICAL MULLION 84" MULLION SPAN CONFIGURATIONS AND OP CHARTS DRAWN 0140 NO V.L. 1 08-01445 SCALE NTS 1011E 01/11/12 5""2 OF L ROBERTO COMAS AE 1,32 WDOOFORD RO LEWISVILLE. NC 27023 43440.0609 0mnafIDaTmusp•R NTE , AccY.: rvEG OS/U7/IS IRC os/:o/Ii iKi ._ SIGNED: 10/17/2017 1R I IL 0//// OENS. E9`r 0 625. rt Sp ; ST(,ATEE OF ; t= c OR10P • e: Luis R Lomas P.E FL No.: 62514 I 3. GiHES I JLiRta'()N TAPCON G_fT M-1926 MULLION 77 i L1: All l:;0 WOOD SCREW 1 3/E MIN EMBEDMENT WOOD FRAMING/ 1 It—, 1.;-lnw('E -i------- 2X BUCK FY OTHERS VERTICAL CROSS SECTION MASONRYICONCRETE AND WOOD FRAMING INSTALLATION SECT M-1926 MULLION SECT5796 CLIP 10 SMS OR l SELF GRILLING I I SCREW 1/2" MIN L EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION METAL STRUCTURE BY OTHERS PCv'f+iNS _ DEY.RIPII)N OA1E APV1..•`/C __ REVISED INSTALLATION DETAILS 0°./117/15 RL REVISED ANCHOsivG NOTES 05/:0/17 R=_ SECT5796 OR MT000022 7LIP ' LJI Ita% SECT5796 OR MT000022 CUP CLIP INSTALLATION MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ. PA 17030 M-1926 VERTICAL MULLION 84" MULLION SPAN INSTALLATION DETAILS ORA-- 0wG NO. LL— 08-01445 W -LE NTS IDIIE O 1 / I t / 12 I 'NEE' 3 OF 4 L. ROBERTO LOIUAS RE im WOODFORD RD LEWISVILLE. NC 27023 434-M-OW9 11bffQS@t10M2SPf CO"' SIGNED. 10/17/2017 J\S TR I to f, E N % 1 TO50F w 10. . A SS;ONA j1E G`\ Lu's R. Lomos P.E FL No : 625 14 SECT M-1926 MULLION ALUMINUM 606J•T5.I25' THICK 1 F 3 I/4.. MT000022 CLIP 16GA (053') GALVANIZED STEEL 3 3/4 1 3/8" I 3/— 2' I SECT5796 CLIP 2x m I /4" FOR CONCRETE INSTALLATION ALUMINUM 6063• T5 125' THICK 3 3/4" F- 3/a" 1 2 X 01/4' i_ 7/a" SECT5796 CLIP FOR CONCRETE INSTALLATION ALUMINUM 6063• T5.125' THICK SECT5796 CLIP FOR WOOD FRAMING INSTALLATION ALUMINUM 6063-T5 125' THICK REH5,0„s OESCmP,gn WE .PPP N _ REVISED INSTALLATION DE AILS OS/07/;5 •IPL REVISED ANCHORING NOTES 05/11)/17 R L SIGNED: 10/17/2017 DOWS LLCMI650MNDEDOORET J\51118 t0WEST9//' GRATZ. PA 17030 GENq* ,p 0,,.6;5M- 1926 VERTICAL MULLION 84" MULLION SPAN COMPONENTS po,' oR.M+ EMG rri aEv V.L. OAIC 08 OEc44S 8 Luis R Lomos P.E FL No. 62514 NTS 01/11/12 4 OF 4 L ROBERTO LOMASP.E 1y2 WOOOFORO RD LEWISWUE• NC 27023 434.666-0609 ,Oo."@Nowspe Oom _ Florida Building Code Online Page 1 of 2 7ftsin;e:ss;& Professional Regulation oev«mn aWul Ist,ra DtlF.i01><IGIDSli COh P^rG FH Honda aopr Product Approval USER: Public User product Aooroval Menu > Product or Application Search > Aoolication List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By FL16544-R3 Affirmation 2017 Approved L7 Alpha Aluminum, Inc. 1710 Premier Row Orlando, FL 32809 407)509-2008 alphaaluminuminc@yahoo.com Luis Lomas rllomas@lrlomaspe.com Panel Walls Soffits Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Luis R. Lomas PE -62514 07/30/2023 Steven M. Unch, PE Validation Checklist - Hardcopy Received Certificate of Independence FL16544 R3 COI FLCOI.odf Referenced Standard and Year (of Standard) Standard Year ASTM E330 2002 Equivalence of Product Standards Certified By Sections from the Code I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity .,.)Yes C: No -N/A 1-ilir-,*//ww\V.floi-idabuildinp-.orQ/pr/pr app dtl.aspx?param=wGLVXQwtDgvgqu2w%2bn... 4/11/2018 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved summary of Products FL16544 R3 COC FL16544-R3-COMP.Ddf Method 1 Option D 01/12/2018 01/12/2018 01/14/2018 Page 2 of 2 FL # Model, Number or Name Description 16544.1 Alpha Aluminum Solid & Vented Alpha Aluminum Solid & Vented Aluminum Soffit/ CMU & Aluminum Soffit/ CMU & Wood Wood Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FI 16544 R3 11 00-02198A.Ddf Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Other: REFER TO INSTALLATION INSTRUCTIONS FOR Evaluation Reports . FI 16544 R3 AE 512914A.Ddf DESIGN PRESSURE RATINGS. Created by Independent Third Party: Yes Bade Nori Contact us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850.487.1824 The State of Florida is an AA/EEO employer. Coovnoht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility 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 sendelectronicmailtothisentity. instead, contact the office by phone or by traditional mail. If you have any questions• please contact 850.487.1395. -Pursuant toSection455.275(1). Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department withan email address dtheyhaveone. The emads provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish tosupplyapersonaladdress, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee underChapter455, F.S., please dick haL. Product Approval Accepts: a a sccuritpi ITiuc.T httns://www.floridabuilding.org/pr/pr_app_dtl.aspx?parani=wGEVXQwtDgvgqu2wD/D2bn... 4/11/2018 RE'ASIOUS 3 23/32" acv OESEaiPTron Ori. MVROVEO r17/32 1/8" A REVISED OIMENSIONS ANO MATERIAL GRADE I1/IS/1a RL. 9/32' 00io 000 000 000- 000 000 0 0 0 0 0 0 000 000 0 0 0 0 0 0 16 5/8" I I ` 9/32" — 1 7/8- I 4 9/32" — 1 7/8" r I 3/1 16" ALUMINUM SOFFIT- SOLID AND VENTED OI 3105 H26 ALUMINUM OIY THICK VENTED VERSION VENTED AREA: 20.25 INTA.INEAR FOOT DESIGN PRESSURE RATING IMPACT RATING t54.2PSF NONE WHEN INSTALLED IN 12* OVERHANG DESIGN PRESSURE RATING IMPACT RATING t38.4PSF NONE WHEN INSTALLED IN 16' OVERHANG DESIGN PRESSURE RATING IMPACT RATING 31.1PSF NONE WHEN INSTALLED IN 24.OVERHANG Ii TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 PROFILES AND NOTES 2 – 3 1 INSTALLATION DETAILS AND COMPONENTS NOTES. I. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REOUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD 3 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. 4. FRAME MATERIAL: COLO ROLLED FORM ALUMINUM 3105-1-128 5. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE 1 3/4- TRIM PAINTED STAINLESS STEEL NAILS WITH 1/4" HEAD DIAMETER. 3/4-Xi/4" CROWN OR 3/8"X3/8" STAPLES. REFER TO DETAILS A. B. C. AND E FOR MINIMUM EMBEDMENT AND SPACING. 6 FOR ANCHORING INTO MASONRY/CONCRETE USE .097- DIAMETER T NAILS OR STUB NAILS REFER TO DETAIL 0 FOR MINIMUM EMBEDMENT AND SPACING. 7 ALL FASTENERS TO BE CORROSION RESISTANT. 8. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT EE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE – MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. MASONRY – STRENGTH CONFORMANCE TO ASTM C-90. GRADE N. TYPE 1 (OR GREATER). SIGNED: 1211112014 ALPHA ALUMINUM INC.`$11P. 111LI1111 FMO IL32809ROW\\, OENSFORLANDO• R 0.y l 51#_ 16" ALUMINUM SOFFIT*' PROFILES AND NOTES TAT t Ur:` i SS%(OR10 G\` ORAwN: Oac Ma aA08-02198 IONA;11 Au NTS -E 08/05/13 SHEET 1 OF 3 2 FRAME BUILDING BY OTHERS L SEE DETAILS 1A, 8 AND C SHEET 3 12" OVERHANG 12" OVERHANG INSTALLATION DETAIL O F CHANNEL 9104-H28 ALUMINUM .012' THICK H28 FRAME BUILDING BY OTHERS SEE 1___o --L SEE SEE — DETAIL E DETAILS DETAIL E SHEET 3A, B ANO C SHEET 3 SHEET 3 W OVERHANG 16" OVERHANG INSTALLATION DETAIL REvn5l0" 5 O($(JIIPTION OA'E APPPOVEO DIMENSIONS AND MATERIAL GRADE 11/13/14 I R -L FRAME BUILDING BY OTHERS lEXTERIOR ` 1X FURRING SEE 1 STRIP SEE DETAILS DETAIL E A, 8 AND C SHEET 3 SHEET 3 SEE DETAIL 0 SHEET 3 12" MAX O.0 24" OVERHANG 24" OVERHANG INSTALLATION DETAIL ALPHA ALUMINUM INC. 1710 PREMIER ROW ORLANDO. FL 32809 16" ALUMINUM SOFFIT INSTALLATION DETAILS OMVM- 0"0 u0. V.L. 08-02198 suuE NTS Am 08/05/13 s"ce'2 OF 3 SIGNEO: 12111/2014 0 6 1t p TTAAATTE OF ; w` r, 0, E` 'OZORM F 1 1/4" MIN EMBEDMENT 1 3/4" TRIM PAINTED SS NAIL W/1/4" HEAD DIAMETER ILOCATED 24" MAX O.C. I _ _ 3/8' MIN EDGE DISTANCE WOOD FRAMING INSTALLATION W/ F CHANNEL AND NAILS 3/4"X1/4" CROWN STAPLES LOCATED 24' MAX O.C. IN DIAMOND PATTERN WOOD FRAMING INSTALLATION W1 F CHANNEL AND STAPLES 5/8" MIN EMBEDMENT T NAIL OR STUB NAIL 097" DIAMETER LOCATED 24 MAX O.C. EDGE DISTANCE a •J DETAIL C 2 MASONRYA;ONCRETE INSTALLATION W/ F CHANNEL AND NAILS DETAIL 0 FURRING STRIP INSTALLATION 74.OVERHANG 3/8 - BETWEEN STAPLES 3/8" BETWEEN STAPLES DETAIL F STAPLE DIAMOND PATTERN RN1SIONS _ OESCRONON I lY1EAPPROVED DIMENSIONS AND MATERIAL GRADE 11/13/14 1 R.L. FASCIA TRIM 1 3/4' TRIM PAINTED SS NAIL W/1/4' HEAD DIAMETER 1) PER PANEL t" MIN EMBEDMENT X1/4' CROWN STAPLE PER PANEL1) 1) 3/4"X1/4" CROWN STAPLE OR 3/8"X3/8 STAPLE LOCATE (1) AT EACH GROOVE 1 1/4FASCIA LIP 1 3/4- TRIM PAINTED SS NAIL 3/8" MIN W/1/4" HEAD DIAMETER EDGE DISTANCE LOCATED 24" MAX 0 C DETAIL E WOOD FRAMING INSTALLATION FASCIA SIDE ALPHA ALUMINUM INC. 1710 PREMIER ROW ORLANDO. FL 32809 16" ALUMINUM SOFFIT INSTALLATION DETAILS ORAwN' OwG No. V.L. 08-02198 u.c NTS OME 08/05/13 1SKE13 OF 3 SIGNED: 12/11/2014 S11R 1I` 09G,.E6 2NSR ' r', pTAT SOF ck: A/// is/11NAj1Ea\\` Sheila Williams From: Orlando Customer Care Sent: Thursday, January 18, 2018 11:15 PM To: Orlando Customer Care Subject: Warranty Request — marilyn holmes First Name: marilyn Last Name: holmes Address: 12820 CYPRESS SWAMP DRIVE City: ORLANDO State: FL Zip: 32824 Home Phone: 9545516920 Cell Phone: 9545516920 Email Address: artsIbby@gmail.com Homesite Number: 110 Community Name: SAWGRASS Original Owner: Yes Closing Month: February Closing Year: 2017 Issue 1: CRACKS IN EXTERIOR Issue 2: FRONT DOOR TRIM NEEDS REPLACING Issue 3: LOWER CONCRETE FRAME OF GARAGE DOOR HAS LARGE GAPS THAT ALLOWS PEST INSIDE Issue 4: KITCHEN FAUCET WILL NOT SPRING BACK IN Issue 5: KITCHEN CABINETS TRIM LOOSE AND GAPS Issue 6: A/C UNIT IS VERY LOUD Issue 7: ELECTRICAL OUTLET IN KITCHEN DOES NOT WORK issue 8: MASTER BATH TOILET NOT ENOUGH WATER TO FLUSH PROPERLY Issue 9: Issue 10: Issue 11: Issue 12: Division 1D: 3 I Sheila Williams From: Orlando Customer Care Sent: Wednesday, February 21, 2018 1:23 PM To: Orlando Customer Care Subject: Warranty Request - marilyn holmes First Name: marilyn Last Name: holmes Address: 12820 CYPRESS SWAMP DRIVE City: ORLANDO State: FL Zip: 32824 Home Phone: 9545516920 Cell Phone: 9545516920 Email Address: artsIbbq@gmail.com Homesite Number: 110 Community Name: SAWGRASS Original Owner: Yes Closing Month: February Closing Year: 2017 Issue 1: please refer to numerous previous warranty request. Not completed Issue 2: 1 year walk-thru not done Issue 3: scratches on gust bath tub Issue 4: Issue 5: Issue 6: Issue 7: Issue 8: Issue 9: Issue 10: Issue 11: lsspe 12: Division ID: 3 Florida Building Code Online Page 1 of 2 GaD] GulATvl•A Or /" "% ' l 4, Business & Professional Regulation oar na t . eaul be.a Dera uiabior., CMIA7 b A Hord r ®Product Approval IUSER PubIK User Product Approval Menu > Product or Application Search > AoolKation Lost > Application Detail FL p FL5444-R13 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer CertalnTeed Corporation -Roofing Address/Phone/Email 20 Moores Road Malvern, PA 19355 610) 893-5400 mark.d.harner@saint-gobain.com Authorized Signature Mark Harrier mark.d.harner@saint-gobaln.com Technical Representative Mark D. Harrier Address/Phone/Email 18 Moores Road Malvern, PA 19355 610) 651-5847 Mark. D. Harner@saint-gobain.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nleminen the Evaluation Report Florida License PE -59166 Quality Assurance Entity LIL LLC Quality Assurance Contract Expiration Date 03/09/2020 Validated By John W. Knezevlch, PE G Validation Checklist - Hardcopy Received Certificate of Independence FL5444 R13 COI 2018 01 COI NIEMINEN.odf Referenced Standard and Year (of Standard) Standard ASTM D3161 ASTM D3462 ASTM D7158 Equivalence of Product Standards Certified By Sections from the Code Year 2016 2010 2011 haps://www. noridabLlilding.ol'g/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtah 1 g07CSso... 4/11/2018 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 01/24/2018 01/29/2018 01/30/2018 04/10/2018 Page 2 of 2 FL # Model, Number or Name Description 5444.1 CertalnTeed Asphalt Roof Shingles 3 -tab, 4 -tab, strip (no -cut-outs), laminated and architectural asphalt roof shingles Limits of Use Installation Instructions Approved for use in HVHZ: No FL5444 R13 II 2018 01 FINAL ER CERTAINTEED ASPHALT SHINGLES FL5444-R13.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Robert Nleminen, PE PE -59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: Refer to ER Section 5 for Limits of Use Evaluation Reports FL5444 R13 AE 2018 01 FINAL ER CERTAINTEED ASPHALT SHINGLES FL5444-R13.odf Created by Independent Third Party: Yes Back neat Contact Us : • 2601 Blair Slone Road. Tallahassee Fl. 32399 Phone, 850-487.1824 The State of Florida is an ANEEO employer. Copyright 2007.2013 Slate of Florida.:: Privacy Statement :: Accessibility Statement .: Refund Statement Under Florida law, email addresses are public records. It you do not want your e-mail address released in response to a public -records request, do not send electronic mad to this entity Instead, contact the office by phone or by traditional mad. 11 you have any questions, please contact 850.487 1395. 'Pursuant to Section 455 27511), 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 with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F S , please click here . Product Approval Accepts: aa Credit Card Safe https://www.floridabui ldiiig.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgtah 1 g07CSso... 4/11/2018 NEMO I etc. Certificate of Authorization #324550353ChristianStreet, Unit #13 Oxford, CT 06478 203) 262-9245 ENGINEER EVALUATE TEST CONSULT CERTIFY EVALUATION REPORT CertainTeed Corporation Evaluation Report 353Z.09.05-1114 F15444-1113 20 Moores Road Date of Issuance: 09/22/2005 Malvern, PA 19355 Revision 14:01/24/2018 610)651-5847 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential volume. The products described herein have been evaluated for compliance with the 6th Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: CertainTeed Asphalt Roof Shingles. LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.2.7.1 / R905.2.6.1 CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of thisEvaluationReportbythenamedclientconstitutesagreementtonotifyRobertNieminen, P.E. of any changes to the product(s), the Quality Assurance or the production facility location(s). NEMOletc. requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "NEMOletc. Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official, This Evaluation Report consists of pages 1 through 13 Prepared by: Robert J.M. Nieminen, P.E. F pr.Y "• = The facsimile seal appearing was authorized by Robert Florida Registration No. 59166, Florida DCA ANE1983 Fps ;.... = ",• Nieminen, D.E. on 01/24/2018. This does not serve as an o, electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. NEMOletc. does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. NEMO I etc. is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest In any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial Interest in any other entity involved in the approval process of the product. S. This is a building code evaluation. Neither NEMOletc. nor Robert Nieminen, P E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, Is/was used for permitting or design guidance unless retained specifically for that purpose. NEMOletc. ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: CertainTeed Asphalt Roof Shingles, as produced by CertainTeed Corporation, have demonstrated compliance with the following sections of the 6th Edition (2017) Florida Building Code and 6th Edition 2017) Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1507.2.5, R905.2.4 Physical Properties ASTM D3462 2010 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161 2016 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158 2011 3. REFERENCES: Entity Examination Reference Date UL (TST 1740) ASTM D3161 94NK9632 05/15/1998 UL (TST 1740) ASTM D3161 99NK26506 11/23/1999 UL (TST 1740) ASTM D3161 03CA12702 05/27/2003 UL(TST 1740) ASTM D3161 03CA12702 06/16/2003 UL (TST 1740) ASTM D3161 03NK29847 10/03/2003 UL(TST 1740) ASTM D3161 04CA11329 05/24/2004 UL(TST 1740) ASTM D3161 04CA32986 12/03/2004 UL (TST 1740) ASTM D3161 05NK07049 04/15/2005 UL(TST 1740) ASTM D3161 OSNK16778 05/12/2005 UL(TST 1740) ASTM D3161 OSCA16778 05/12/2005 UL (TST 1740) ASTM D3161 OSNK14836 05/22/2005 UL (TST 1740) ASTM D3161 OSNK22800 06/22/2005 UL(TST 1740) ASTM D3462 R684 09/21/2005 PL (TST 1740) ASTM D7158 OSNK08037 06/28/2006 UL(TST 1740) ASTM D3161 & D3462 09CA28873 07/23/2009 UL (TST 1740) ASTM D3462 IOCA41303 10/07/2010 UL (TST 1740) ASTM D3161 10CA41303 10/08/2010 UL (TST 1740) ASTM D7158 10CA41303 10/27/2010 UL (TST 1740) ASTM D3161 & D3462 IOCA44960 11/11/2010 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 13CA32897 11/21/2013 UL LLC (TST 9628) ASTM D3161,133462 TFWZ.R684 04/22/2014 UL LLC (TST 9628) ASTM D7158 TGAH.R684 04/22/2014 ULLLC (TST 9628) ASTM D3161 & D3462 4786334434 09/16/2014 ULLLC (TST 9628) ASTM D3161 & D3462 4786570826 02/12/2015 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4786570717 12/16/2015 ULLLC (TST 9628) ASTM D3161 & D3462 4787195678 02/09/2016 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4787380356 10/26/2016 ULLLC (TST 9628) ASTM D3462 4787380357 10/13/2016 ULLLC (TST 9628) ASTM D7158 4787380357 11/08/2016 ULLLC (TST 9628) ASTM D3161 4787380357 11/09/2016 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4787586427 01/25/2017 ULLLC (TST 9628) ASTM D3161 & D3462 4788042412 11/15/2017 UL LLC (QUA 9625) Quality Control Service Confirmation Exp. 03/09/2020 NEMO ETC, LLC Evaluation Report 3532.09.05-R34 Certificate of Authorization #37455 6i" EDITION (2017) FBC NON•HVHZ EVALUATION FLS444-1113 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 14:01/24/2018 Page 2 of 13 ONEMOletc. 4. PRODUCT DESCRIPTION: 4.1 Asphalt Shingles: 4.1.1 CT20'", XT'" 25, XT'" 30 and XT'" 30 IR are fiberglass reinforced, 3 -tab asphalt roof shingles. 4.1.2 Arcadia'", BelmontO, Belmont• IR, Carriage House ShangleO, Grand Manor Shangle*, Landmark'", Landmark'" IR, Landmark'" Pro, Landmark'" Premium, Landmark'" TL, Landmark" Solaris and Landmark'" Solaris IR are fiberglass reinforced, laminated asphalt roof shingles. 4.1.3 NorthGate'" is a fiberglass reinforced, laminated, SBS modified bitumen roof shingle. 4.1.4 Presidential Shake'", Presidential Shake'" IR, Presidential Shake TL'" and Presidential Solaris'" are fiberglass reinforced, architectural asphalt roof shingles. 4.1.5 Hatteras'", Highland Slate'" and Highland Slate'" IR are fiberglass reinforced, 4 -tab asphalt roof shingles. 4.1.6 Patriot'" is a fiberglass reinforced asphalt roof strip -shingle (with no cut-outs) providing a laminated appearance through an intermittent shadow line with contrasting blend drops for color definition. 4.2 Hip & Ridge Shingles: 4.2.1 Presidential Accessory, Accessory for Hatteras, Shangle Ridge'", Shadow Ridge", Cedar Crest'", Cedar Crest'" IR, NorthGate Ridge and NorthGate Accessory are fiberglass reinforced accessory shingles for hip and ridge installation. 4.3 Accessory Starter Strips: 4.3.1 SwiftStartO Starter Shingle is a starter strip for asphalt roof shingles. Its overall size of 15-1/4" x 38-3/4" yields two (2) 7-5/8" x 38-3/4" starter pieces per shingle. 4.4 Any of the above listed shingles may be produced in AR (algae resistant) versions. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither NEMOletc. nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use within FBC HVHZ jurisdictions. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Wind Classification: 5.4.1 All shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for us in all wind zones up to V,,d = 150 mph (V„ I, = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 Presidential Accessory, Accessory for Hatteras, Shangle Ridge, Shadow Ridge, Cedar Crest, NorthGate Ridge and NorthGate Accessory hip & ridge shingles have been evaluated in accordance with ASTM D3161, Class F. All except NorthGate Ridge and NorthGate Accessory require use of BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application instructions, for use in wind zones up to V„d = 150 mph (V,,,t = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.3 SwiftStartO Starter Shingle has been evaluated in accordance with ASTM D3161, Class F. Refer to Section 6 for installation requirements to meet this wind rating. 5.4.4 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. Evaluation Report 3532.09.05.1114 NEMO ETC, lLC Certificate of Authorization #37455 6'” EDITION (2017) FBC NON•HVHZ EVALUATION FL5444-1413 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 14:01/24/2018 Page 3 of 13 ONEMOletc. 5.4.4.1 Analysis in accordance with ASTM D7158 indicates the measured uplift resistance (RT) for the CertainTeed asphalt Roof shingles listed in Section 4.1 through 4.6 (except Presidential Solaris'") exceeds the calculated uplift force (FT) at a maximum design wind speed Of V.,d = 150 mph (V„If = 194 mph) for residential buildings located in Exposure D conditions with no topographical variations (flat terrain) having a mean roof height less than or equal to 60 feet. The shingles are permissible under Code for installation in these conditions using the installation procedures detailed in this Evaluation Report and CertainTeed minimum requirements, subject to minimum codified fastening requirements established within any local jurisdiction, which shall take precedence. 5.5 All products in the roof assembly shall have quality assurance audits in accordance with FAC Rule 61G20-3. 6. INSTALLATION: 6.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle manufacturer's minimum requirements. 6.1.1 Underlayment shall be acceptable to CertainTeed Corporation and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61G20-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3. 6.2 Installation of asphalt shingles shall comply with the CertainTeed Corporation current published instructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or Section R905.2.6 and the minimum requirements herein. 6.2.1 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.2.2 Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" directions. 6.3 CertainTeed asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the limitations set forth in FBC Section 1511 or R908 and CertainTeed published installation instructions. 6.4 SWIFTSTARTO STARTER SHINGLE: Fastening: Use four nails, located as shown below I 38-3/4"(984 mm) I l Max T 76 mm) I+ V (25 mm) from edge V (25 mm) from edge -- I t. ttt tlllll!• Ittttt. « t. t. t. t. t. IRII t. t. 1 The inner two fasteners must be placed such that they fall at least X (76 mm) from the end joints of the shingle in the succeeding course. NEMO ETC, LLC Evaluation Report 3532.09.05-R14 Cerfificofe oJAuthorilofion #32455 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R13 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 14: 01/24/2018 Page 4 of 13 6.5.1 6.5.1.1 ENGLISH 5 s/e" (145 m 5th Pbr n METRIC 6 305 mm) (305 mm) –(305 mm) 1" (25 mm) Sealant 1" (25 n) ood F.- 13110" 131/6" 13118.. 1"(25 mm) Sealant 1" (25 mm) f Figure II -3: Usefour nallsfor —7fult sbMgla ONEMOjetc. STEEP SLOPE Use four nails and six spots of asphalt roofing cement- for every full shingle (Figure 11-4). Asphalt roofing cement meeting ASTM D4586 Type 11 Is suggested. I• " Roollnq Cement f Apply 1" (25 mm) spots of asphalt tooling cement under each bb corner. Fig= 114. asefour nafla mrd sdt spd(s ofospbalt comml on stere -beet CAUTION. Excessive use of roofing cement can cause shingles to blister. Hip & Ridge for C-T.2101F"'. XT" 25 XT" 30. XT" 30 IR: Cut Shingles 1. . I Ir I 1 2.. (50 mm) rRenwe_ _ 25 mm) , t 1 I 5•: II 1 tl I (125 rt t2.. Cap Cap Cap 305, mm) Shingle Shingle Vanple II Fig -re 11.24.• CUt tabs, tbm lrhn back to nwke COP shingles llsb din ions sboum) rdsu Figure 11-25. lnsWflatlon Qf, oeps 41ong•Ito blps and ridges. For ASTM D3161, Class F performance use BASF "Sonolastic® NP1 "' adhesive or Henkel "PL® Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. LOW AND STANDARD SLOPE STEEP SLOPE Use SLC nails for even• htU shingle located as shown blow. Use SLC nails and FOUR spots of asphalt roofing cement for s%rq• full shingle as shown bellow. Apply asphalt roofing cement 1'(25 mm) from edge of shingle.:%sphah roofing cement meeting ASTM U 4586 hpe II is suggested. Mal Lor Nal rtad t" Figure 2: Uso six nails for evotT fall sbinPle. Figura 3: Use sr a trails andfour spots of aspbelt n" f ng cement ou stecf' slopos. Evaluation Report 3532.09.05-R14 NEMO ETC, LLC FL5444-R13 Cenifirore o/Authon:ouon #37455 6r" EDITION (2017) FBC NON-HVHZ EVALUATION CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 14: 01/24/2018 Page 5 of 13 ONEIVIOletc. 6.6.1 Hip & Ridge for Arcadia": Cedar Crest'", Cedar Crest" IR Use two (2), minimum 1% -inch long fasteners per shingle. For the starter shingle, place fastener 1 -inch from each side edge and about 2 -inch up from the starter shingle's exposed butt edge, ensuring minimum inch embedment into the deck, or full penetration through the deck. For each full Cedar Crest shingle, place fasteners 8 -5/8 -inch up from its exposed butt edge and 1 -inch from each side edge. For ASTM D3161, Class F performance use BASF "Sonolastic°NPI'"" adhesive or Henkel "PL® Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements, to hand -seal Cedar Crest shingles. Apply NP 1 or PL adhesive from the middle of the shingle's raised overlay on the top piece and extending approximately 4 -inch along the sides of the headlap along a line Y. to 1 -inch from each side of the shingle's headlap. Immediately align and apply the overlying shingle, gently pressing tab sides into the adhesive, and install nails. To secure the other side, apply a 1 -inch diameter spot of NP 1 or PL adhesive between the shingle layers. 1305 rom I ure r L. C e IN 6.7 • ° OR • O Low and Standard Slope Steep Slope (greater than 21:12): 2:12 to 21:12): Use SEVEN nails and EIGHT spots of Use FIVE nails for every full Belmont shingle, located as shown below. Wbi=4 o Ad6horal "nb it rcoied f SIB' (t6 mml asphalt roofing cement" for every full Belmont shingle. Apply asphalt roofing cement 1" (25mm) from edge of shingle. See below. Asphalt roofing cement meeting ASTM D4586 Type II is suggested. NEMO ETC, LLC Evaluation Report 3532.09.05-R34 Cerrilocore Of Authorirotion #32455 6r" EDITION (2017) FOC NON-HVHZ EVALUATION FL5444-R13 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 24:01/24/2018 Page 6 of 13 l Il1110.04,0 o Ad6horal "nb it rcoied f SIB' (t6 mml asphalt roofing cement" for every full Belmont shingle. Apply asphalt roofing cement 1" (25mm) from edge of shingle. See below. Asphalt roofing cement meeting ASTM D4586 Type II is suggested. NEMO ETC, LLC Evaluation Report 3532.09.05-R34 Cerrilocore Of Authorirotion #32455 6r" EDITION (2017) FOC NON-HVHZ EVALUATION FL5444-R13 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 24:01/24/2018 Page 6 of 13 ONEMOjetc. 6.7.1 Hip & Ridge for Belmont® or Belmont® IR: 6.7.1.1 Option 1: For Belmont*, refer to instructions herein for Cedar Crest'" or Cedar Crest" IR hip and ridge shingles. For Belmont® IR, refer to instructions herein for Cedar Crest'" IR hip and ridge shingles. 6.7.1.2 Option 2: For Belmont®: Shangle® Ridge 6.7.1.3 6.8.1 1 g• Exposure Remove tape 12• from the right side and fasten SECOND Fasten the left side S RIGHT Remove FIRST 8/8/ This Tape / LEFT Figure 17-19: Inslallallon ofSbangleo Ridge sbiugles Figure 17-18• Sbangle• Ridge. on blps and ridges. For ASTM D3161, Class F performance use BASF "Sonolastic® NP3' adhesive or Henkel "PL® Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. LOW AND SEAWARD SLOPE use Me roils for eery full Shangle. jjj3lessS5/9,111 8 16 MM)L tnm) Flgttta 17.4 Umftva naUtfor mv7 faUCrand Ala-rSbangh, Cvrlage 116nsa Sbangfs, or Centennial Stale STEEP SLOPE i1se seven nails and three spots of aspbalt roofing cement for every full Grand Manor Shangle. Ilse five nails and three spots of asphalt roofing cuuent for every full Carriage (louse Shangle and Centennial Sime. Apply asphah roofing cement V (25 mm) from edge of shingle Flgrne 17-5). Asphalt roofing cement meeting ASTM Q1586 Type II is suggested. Roofing COM F(guro /7.5- R'ben insmlHag Grand Alanur Shangle on stevp doper nm seven noes and tbrro spots of aspbad roq/fng Mvwa Hip & Ridge for Carriage House Shangle® and Grand Manor Shangle: Refer to instructions herein for Shangle® Ridge hip and ridge shingles NEMO ETC, LLC Evaluation Report 3532.09.05-R14 Certificote of Authon:otion #37455 6'" EDITION 12017) FBC NON-HVHZ EVALUATION FLS444-R13 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 14:01/24/2018 Page 7 of 13 ONEMOjetc- LOW AND STANDARD SLOPE LANUMAKII IL METRI( DIMENSIONS 17' 14314" 17' f •—(305 mm) --I--(375 mm)—t--(305 mm)--{ awrrwnwsmv .uo ra25 mm) a - 1" (25 mm) Releaser Tape 1" (25 I 1rn- Nailabler Atea NorthGate: ggum 134. Um jour uollsfor ere? fret!sbLgle vnDE r:M0.1',G 12' 14 L4' 17 AREA - (305 mm) w (375 mm) — + (30 mm) --j KwtM Lww ts mm) nal Ina r (2s mm)— owner rw ke OC ftery areas for low wd &Wdad atop& (From 2:12 ID 21:12) Nal betwemt upper 8 brw bras 0 Own &Dove. STEEP SLOPE Use six nails and four spots of asphalt roofing cement for very full laminated shingle. See below. Asphalt roofing cement should meet AS7'A1 D4586 Type 11. Apply i" spots of :Asphalt roofing cement uode each comer and at about 12" to 13' In from each edge. METRIC DIMENSIONS 12" 1 143/4" 17— 305 mm) 1 (375 mm) (3D5 mm) Area I"—w- l---\ 25 mm) i — — — NEMO ETC, LLC Cerbficore o/AvtAorirohon #32455 Relf Tape 1"(25 mm) I 1" 25 mm Cement LANDMARK TL 343 mm) (330 mm) (343 mm) 1 —1"(25 mm) 25 mm) Cement Figure /3-3: Use six nous mrd jots spots of arpbdl rogAng content on steep slopes I.. 25 mm) Evaluation Report 3532.09.05-1114 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R13 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 14:01/24/2018 Page 8 of 13 ONEMOjetc. NorthGate: STEEP 12' 14-314" 12' SLOPE 1---(305 mm)::. - (375 mmj---1---(305 m NAILING ..-n:__ r :—:r. 1'(25 mm) betweert?, r 11'(25 Y nail Ir125_ Nailing areas for steep slopes (greater than 21:12) and "Storm-Nalling" Nail between lower 2 nail lines as shown above. 6.9.1 Hip & Ridge for Landmark'" Landmark'" IR Landmark" Pro, Landmark'" Premium, Landmark'" TL, Landmark'" Solaris Landmark'" Solaris IR, NorthGate: 6.9.1.1 Option 1: Shadow Ridge'" or NothGate Accessory 12' 97/8' 305mm) 5g 415116 mm) 415/Ig g 6' (125mm) (125mm) 050mm) (150mm) Ff Notch for Notch for Centerinp Centering 131/4' 305mm) Notches for Alignment to ) LittTop Edge of the Pn vbus 75N the Top Edge o1 the Previous (180mm) for5518'(141mm) Expostim (i m) tali nor S (12$mm) Expnswe — t CeD English Dimension Shadow Ridge" 9 2782' 250 mm) 4 15116 (125 mm) CeMrIng Notch 13114' / 337 mm) Align these / notches to top edge of prr4ous course NorthGate Ridge T 7 S 194 mm) NEMO ETC, LLC Certi/icore o/Aurhorrrotron #32455 6'" EDITION (2017) FBC NON-HVHZ EVALUATION CertainTeed Asphalt Roof Shingles; 1610) 651-5847 Mettle Dimension Shadow Ridge- 131/8" idge'" 131/8" 333 {- 3mm e 1 168 mm I 1666 MM) 4 Genlering 13114• Notch 337 mm) ` All n 1he50 I notches to top (1944 mm) edge of i L previous course. —1 NorthGate Accessory Evaluation Report 3532.09.05-R74 FL5444-1113 Revision 14:02/24/2018 Page 9 of 13 ONEMOletc. rnm) " I Laying Notch I F ow K- \ it Flgwe 1.9-2& Use leing nolcbes to center sbMSIM on Ups and r0ps, and to locule Me correct 000sura 6.9.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic° NPI'"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.9.1.3 Option 2: Refer to instructions herein for Cedar Crest'", Cedar Crest'" IR hip and ridge shingles. LOW AND,STANDARD SLOPE: Poi low and'standard slopes, use five nails for each full Presidential shingleas shown below. Nailing 40' Guide Lines (10,16 nim) 133/t ' I 141/4' 1 117 311 min) 362 mm) NOTE Apply nails on painted guideline. Figure 16•& FasleningFresidenMal and Preskkn1W TL $bake sbingles on kv and shmdard slopac STEEP SLOPE: For sleep slopes, use nine nalls for each full Presidential shingle and apply I- diameter spots of agnhtill roofing cement under each shingle tab. After applying 5 nails In between the tnthng gpide Wes, apply 4 nails t • above tab cutouts malting certain tabs of overl)Ung shingle cover nails. qip i• 1' T I' diameter asphalt tooling cement t Figure 16-7: Fastening Pr sidenilal and Prok*sUfal T/6 $babe sbingks on sW sloyas. 6.10.1 Hip & Ridge for Presidential Shake'" Presidential Shake'" IR Presidential Shake TL'" Presidential Solaris'": 6.10.1.1 Option 1: Presidential Accessory PRESIDENTIAL ACCESSORY Presidential accessory shingles can be used for covering hips and ridges. Apply shingles up to the ridge (expose no more than 7' from the bottom edge of the "tooth." Fasten each accessory with two fas- teners. The fasteners must be 13/4' long or longer, so they penetrate either 3/4' Into the deck or completely through the deck. Presidential accessory comes In two different sizes: Accessory produced In Birmingham, AL Is 12' x 12% Portland, OR produces 97/s' x 131/4' accessory. 6.10.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic® NP1'"" adhesive or Henkel "PL® Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Evaluation Report 3532.09.05-R14 NEMO ETC, LLC Ceroricote o/Authori:otion #32455 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R13 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 14:02/24/2028 Page 20 of 13 ONEMOjetc. 6.10.1.3 Option 2: Refer to instructions herein for Cedar Crest'", Cedar Crest'" IR hip and ridge shingles. LOW STANDARD AND STEEP SLOPE: riksm 15.1 rrrrrenfnj 11011 AI %lives on ion• ond sranotvd 9opra for [my and standard slopes. use Ore nails for each fag lbueras shingle as Amu oboe. 6.11.1 Hip & Ridee for Hatteras'": 6.11.1.1 Option 1: Accessory for Hatteras 9 flip- lS-l:11rpewlajfAuterwSUajfesoaSNri•* n For steep slopes, we Ort calls and Cigb spas of atpbah roollo8 am for tub ka Ibutm "Sle a An" "e. Appy I- iSmaa) dhmew spoa of rooto;temea (ASMI D 4%6 T1pe 11 sunesud) under taro tab corner. Press swoet Into plum do as CAUnOM Too mat` roo0t eemat CO Close SWE10es m balsa Figure 15-14: 18 tbree piece urtus separate to snake 54 Hatteras Accessory sbtnglec 6.11.1.2 Option 2: Cut Hatteras Shingles 9" 230 mm) I I I s\er 8' 18" (460 mm) god 461 MITI) Trim) Y Cap Cap Cap Cap Shingle Shingle Shingle Shingle 2 Figure 15.20.• Cut Hatteras sbingles to moka coin cap. Figure 15-21: installation of caps along bips and rrdRn 6.11.1.3 For ASTM D3161, Class F performance use BASF "Sonolastico NPI"" adhesive or Henkel "PL® Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. NEMO ETC, LLC Evaluation Report 3532.09.05-R34 Certificate Of Authonration #32455 6'" EDITION (2017) FOC NON-HVHZ EVALUATION FL5444-R13 CertainTeed Asphalt Roof Shingles; (610) 6S1-5847 Revision 14; 01/24/2018 Page 11 of 13 LOW AND STANDARD SLOPE: ffgum 11-3; Ore F/M naU4Jbrevery f6gbUa4Sfate sbfngfa ONEMOletc. STEEP SLOPE: use Yn7 naus and EIGIR spots of asphalt roofing cement* for each full Highland Slate shingle. For beaml-Dade, SIX nails are required. Apply I' diameter spots of aphah roofing cement under each tab comer. Asphalt roofing cement meeting ASTM D4586 7)W 8 is suggested. sntabtboabYWYdowes,s" 04"0~1 Figure Il -U' Gse RYF naffs and eigbi spots of a0"I rooJing con ns ardor eacb tab corner cAtrrio,4: Excessive use of roofing cement can cause shingles to buster. 6.12.1 Hip & Ridge for Highland Slate'" Highland Slate'" IR: Refer to instructions herein for Cedar Crest'", Cedar Crest'" IR or Shangle Ridge'" hip and ridge shingles. 6.13 PATRIOT': I nw AND STANDARD SLOPE STEEP SLOPE Use FOUR nails for ewry full shingle locoed as shown below. Sglanl 6 1 ••—t' ItSmm) j — — — — j t' RS mn}+t 156tnr) Ti-- *ilr -•j-- 13.19 + L}lff Orr.) =MTj amn) Use POUR nails and four spots of asphalt rcxtGng cement for carry• full shingle as shown below. Asph:dl roofing cement meeting AMNI 1X1586 Type II is suggested. ,Apply F(25 mm) spots of asph:dl roofing cement us shorn. eAU710N: Excessive use of roofing cement can cause shinples to blister. 1-irn.,a -- btlr 1 OSennd 1 •_ O T Roofing Comsat^ p10 lsMuV + g& -I— Lmm 6.13.1 Hip & Ridge for Patriot'": Refer to instructions herein for Cedar Crest'", Cedar Crest'" IR, Shadow Ridge'", NorthGate or Shangle Ridge'" hip and ridge shingles. 7. LABELING: 7.1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.1 / R905.2.6.1. NEMO ETC, LLC Evaluation Report 3532.09.05-R34 Cenificote o/Avfhorirofion #32455 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R13 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 14:01/24/2018 Page 12 of 13 ONEMOletc. 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 614320-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC —QUA9625; (414) 248-6409; karen.buchmann@us.ul.com END OF EVALUATION REPORT - NEMO ETC, LLC Evaluation Report 3532.09.05-R74 CertiJuote of Authorization #32455 6EDITION (2017) FBC NON-HVH2 EVALUATION FL5444-R33 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 14:01/24/2018 Page 13 of 13 Florida Building Code Online Page 1 of 2 IiE ' Professional Regulation Acis Home I Log In I User Registration { Hot Topics Submit Surcharge I Slats & Facts t Publications I Fac Stall I acts Site Map I Links I Search' hl0rw ProducApprovalt 3 r USER: User I Product Approval Menu > Product or Application Search Application Lost > Application Detail FL # FL21842-R1 Application Type Affirmation 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 Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Lai Rhino Linings Corp 9747 Businesspark Avenue San Diego, CA 92131 479)435-0446 Schmidt@rhinolinings.com Jennifer Schmidt (Rhino) Schmidt@rhinolinings.com Jennifer Schmidt 9747 Businesspark Avenue San Diego, CA 92131 479)435-0446 jschmidt@rhinolinings.com Roofing Cements -Adhesives -Coatings Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Robert Nieminen PE -59166 PRI Construction Materials Technologies, LLC 04/05/2018 John W. Knezevich, PE Validation Checklist - Hardcopy Received FL21842 R1 COI 2017 01 COI Nieminen.odf Referenced Standard and Year (of Standard) Standard Year ASTM D6694 2008 Equivalence of Product Standards Certified By Sections from the Code IC/:j I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. littps://www.floridabuiIding.org/pl-/pr_app_dtl.aspx?pal•am=wGEVXQwtDqurigQz rt6YQr... 4/11/2018 Florida Building Code Online Documentation from approved Evaluation or Validation Entity r1 yes 0 N ON/A Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Page 2 of 2 FL21842 R1 COC 2017 10 AFFIRMATION RHINO 6th Edition 120171 FL21842-R1.Zdf Method 1 Option D 10/03/2017 10/03/2017 10/07/2017 FL tt Model, Number or Name Description 21842.1 DuraTite Roof Maintenance Silicone based roof maintenance coatings Coatings Limits of Use Installation Instructions Approved for use in HVHZ: No FL21842 R1 11 2017 02 FINAL ER RHINO C -A C FL21842.odf Verified By: Robert Nieminen PE -59166ApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Other: See ER Section 5 for Limits of Use. Evaluation Reports FL21842 R1 AE 2017 02 FINAL ER RHINO C -A -C FL21842.odf Created by Independent Third Party: Yes Bach Neat Contact us :: 2601 Bla r Stone Road. Tallahassee FL 32399 Phone, 850-487-1824 The State of Florida is an AA/EEO employer. Coovrloht 2007.2013 State of Florida.:: Privacy Statement :: arr:: 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 electronic mad to this entity. instead, contact the office by phone or by traditional mad. If you have any questions, please contact 850 487.1395 -Pursuant to Section 455.2750 ), 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 emaits provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish tosupplyapersonaladdress, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: EF01 gm. Credit Card Sate 1,ttnc•//www florifi;lhuildine.ore/01-/Dr ant) dtl.aspx?param=wGL-VXQwtDgLlfj9QzTt6YQr... 4/11/2018 QOTRINITYIERD EVALUATION REPORT Rhino Linings Corporation 9747 Businesspark Avenue San Diego, CA 92131 479) 435-0446 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization 119503 353 CHRISTIAN STREET OXFORD, CT 06478 PHONE: (203) 262-9245 Evaluation Report 13575.02.17 FL21842 Date of Issuance: 02/10/2017 SCOPE: This Evaluation Report is issued under F.A.C. Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code. The product described herein has been evaluated for compliance with the 51A Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: DuraTite® Roof Maintenance Coatings LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity I ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words 'Trinity I ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 4. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 R, • T The facsimile seal appearing was authorized y'.C p'•. ; C?l <<.•' ' by Robert zoeminen, P E. on 02/10/2017 L,+,SJj at-`•,, This does not serve as an electronically signed document. Signed, sealed hardcopies have been transmitted to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. Exterior Research & Design, I.I.C. d/b/a Trinity I ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Exterior Research & Design, I.I.C. d/b/a Trinity I ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. S. This is a building code evaluation. Neither Trinity I ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. QOTRINITYIERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Cements — Adhesives - Coatings Compliance Statement: DuraTite® Roof Maintenance Coatings, as produced by Rhino Linings Corporation, have demonstrated compliance with the 5'h Edition (2014) Florida Building Code through testing in accordance with the Standards set forth herein. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1507.14.3 Physical Properties ASTM D6694 2008 3. REFERENCES: Enti Examination Reference Date PRI(TST5878) ASTM D6694 TRS -032-02-01, TRS -036-02-01 11/07/2016 PRI(TST5878) ASTM D6694 TRS -033-02-01, TRS -039-02-01 11/07/2016 UL LLC (QUA9625) Traceability MLA R27468 09/13/2016 02/09/2017 PRI (QUA9110) Quality Assurance Service Confirmation 4. PRODUCT DESCRIPTION: 4.1 DuraTite® 1380 is a single component, fluid applied, silicone roof coating. Specification: ASTM D6694 Application Rate: See Substrates Below. Container Size: 5 gallon pail or 50 drum. Note all precautions on container. Approved Use: Acceptable for use atop any roof system approval or fire rating directory listing that refers to DuraTite® 1380 or ASTM D6694 coating, with substrate limitations below. Existing roof system and/or substrate shall meet wind uplift requirements of theNote: project to the satisfaction of the Authority Having Jurisdiction. 4.1.1 Substrates: Galvanized Steel and Existing Coated Steel Metal Roofs: Prepare surface as per manufacturer's instruction prior to coating. Then apply two (2) coats of DuraTite® 1380 for a minimum total thickness of 18 TDM (total dry mil) of both coats. Spray Polyurethane Foam Roofs: Prepare surface as per manufacturer's instruction prior to coating. Then apply two (2) coats of DuraTite® 1380 for a minimum total thickness of 20 TDM (total dry mil) of both coats. Concrete Surface: Prepare surface as per manufacturer's instruction prior to coating. Then apply two (2) coats of DuraTite® 1380 for a minimum total thickness of 22 TDM (total dry mil) of both coats. Smooth -Surfaced Asphalt Built -Up Roofing: Prepare surface as per manufacturer's instruction by applying DuraTite® Prime 2100 at 300 ftZ/gal. Then apply two (2) coats of DuraTite® 1380 for minimum total thickness of 18 TDM (total dry mil) of both coats. Smooth- or Granule -Surfaced SBS Modified Bitumen: Prepare surface as per manufacturer's instruction by applying DuraTite® Prime 2100 at 300 ftZ/gal. Then apply two (2) coats of DuraTite® 1380 for a minimum total thickness of 18 TDM (total dry mil) of both coats. Smooth -Surfaced Existing APP Modified Bitumen or Granule -Surfaced APP Modified Bitumen: Prepare surface as per manufacturer's instruction by applying DuraTite® Prime 2100 at 300 ftZ/gal. Then apply two (2) coats of DuraTite® 1380 for a minimum total thickness of 18 TDM (total dry mil) of both coats. Exterior Research and Design, LLC. Evaluation Report 13575.02.17 FOC NON-HVHZ EVALUATION FL21842 Certificate of Authorization p9503 Rhino Linings Corporation Date of Issuance: 02/10/2017 Page 2 of 4 QOTRINITYIERD CSPE Single Ply Membrane, PVC Single Ply Membrane or EPDM Single Ply Membrane: Prepare surface as per manufacturer's instruction with DuraTite® Prep. Then apply DuraTite® Prime 2100 at 400 ft2/gal. Followed by applying two (2) coats of DuraTite® 1380 for a minimum total thickness of 18 TDM (total dry mil) of both coats. 4.2 DuraTite® 1395 is a high solids, single component, fluid applied, silicone roof coating. Specification: ASTM D6694 Application Rate: See Substrates Below. Container Size: 5 galloA pail or 50 drum. Note all precautions on container. Approved Use: Acceptable for use atop any roof system approval or fire rating directory listing that refers to DuraTite® 1380 or ASTM D6694 coating, with substrate limitations below. Note: Existing roof system and/or substrate shall meet wind uplift requirements of the project to the satisfaction of the Authority Having Jurisdiction. 4.2.1 Substrates: Galvanized Steel Metal Roofs: Prepare surface as per manufacturer's instruction prior to coating. Then apply two (2) coats of DuraTite® 1395 for a minimum total thickness of 18 TDM (total dry mil) of both coats. Existing Coated Steel Metal Roofs: Prepare surface as per manufacturer's instruction by applying DuraTite® Prime 2100 at 300 ft2/gal. Then apply two (2) coats of DuraTite® 1395 for a minimum total thickness of 18 TDM (total dry mil) of both coats Spray Polyurethane Foam Roofs: Prepare surface as per manufacturer's instruction prior to coating. Then apply two (2) coats of DuraTite® 1395 for a minimum total thickness of 20 TDM (total dry mil) of both coats. Concrete Surface: Prepare surface as per manufacturer's instruction prior to coating. Then apply two (2) coats of DuraTite® 1395 for a minimum total thickness of 22 TDM (total dry mil) of both coats. Smooth -Surfaced Asphalt Built -Up Roofing: Prepare surface as per manufacturer's instruction by applying DuraTite• Prime 2100 at 300 ft2/gal. Then apply two (2) coats of DuraTite® 1395 for a minimum total thickness of 18 TDM (total dry mil) of both coats. Smooth- or Granule -Surfaced SBS Modified Bitumen: Prepare surface as per manufacturer's instruction by applying DuraTite® Prime 2100 at 300 ft2/gal. Then apply two (2) coats of DuraTite® 1395 for a minimum total thickness of 18 TDM (total dry mil) of both coats. Smooth -Surfaced Existing APP Modified Bitumen or Granule -Surfaced APP Modified Bitumen: Prepare surface as per manufacturer's instruction by applying DuraTite® Prime 2100 at 300 ft2/gal. Then apply two (2) coats of DuraTite® 1395 for a minimum total thickness of 18 TDM (total dry mil) of both coats. CSPE Single Ply Membrane, PVC Single Ply Membrane or EPDM Single Ply Membrane: Prepare surface as per manufacturer's instruction with DuraTite® Prep. Then apply DuraTite® Prime 2100 at 400 ft2/gal. Followed by applying two (2) coats of DuraTite® 1395 for a minimum total thickness of 18 TDM (total dry mil) of both coats. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions. 5.3 Fire classification is not part of this Evaluation Report. Refer to a current Roofing Materials directory for fire classifications of roof assemblies using the components outlined herein. Exterior Research and Design, LLC. Evaluation Report 13575.02.17 Certificate of Authorization #9503 FOC NON-HVHZ EVALUATION FL21842 Rhino Linings Corporation Date of Issuance: 02/10/2017 Page 3 of 4 I TRINITY I ERD 5.4 DuraTite° Roof Maintenance Coatings are components for use in Approved roof assemblies. Refer to the Approved Use” in Section 4 for each component. DuraTite° Roof Maintenance Coatings noted herein are not purported to be Roofing Systems, and their use shall be governed by and limited to applications where Roof System Product Approval is not necessary (e.g., maintenance and repair) or where the components are called out in a Roof System Product Approval. 5.5 All products listed herein shall have quality assurance audit in accordance with F.A.C. Rule 61G20-3 requirements. 6. INSTALLATION: DuraTite® Roof Maintenance Coatings shall be applied in strict accordance with Rhino Linings Corporation published installation instructions, and Section 4 herein, subject to the Limitations in Section 5. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Cartersville, GA 9. QUALITY ASSURANCE ENTITY: PRI Construction Materials Technologies, LLC — QUA9110; (813) 621-5777; cfreidner(@pricmt.com END OF EVALUATION REPORT- Exterior EPORT- Exterior Research and Design, LLC. Evaluation Report 13575.02.17 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION FL21842 Rhino Linings Corporation Date of Issuance: 02/10/2017 Page 4 of 4 Florida Building Code Online Page 1 of 2 IIF r• Professional Regulation irg I SCIS Home I Log In I user Registration ; Hot Topics I Submit Surcharge I Stats b Facts ! Publications I Fac Staff I SCis Site Map I Links I Search dbpr a Product Approval USER: Public User 111=14W Product Approval Menu > Product or Application Search > Application Lost > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL19567-R1 Revision 2017 Approved 0 MILLENNIUM METALS INC. 10200 Eastport Road Jacksonville, FL 32218 904) 358-8366 tonyac@mmi2000.net James Buckner jimmy@cbuckinc.net Tonya Steele 10200 Eastport Road Jacksonville, FL 32218 904)358-8366 tonyac@mmi2000.net Roofing Roofing Accessories that are an Integral Part of the Roofing System Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received James L. Buckner, P.E. @ CBUCK, Inc. PE -31242 Keystone Certifications, Inc. 09/21/2026 Steven M. Urich, PE Wj Validation Checklist - Hardcopy Received FL19567 R1 Col Col CertOf Indep lames Buckner P E. sc6.odf 1708.2 httns:Hwww.floridabuilding.org/pr/pi- app_dtl.aspx?param=wGEVXQ\vtDgs%2fmGFoyT... 4/11/2018 Florida Building Code Online Product Approval Method Method 2 Option B Date Submitted 12/17/2017 Date Validated 12/18/2017 Date Pending FBC Approval 12/22/2017 Date Approved 02/13/2018 C-- n/ Products Page 2 of 2 FL A Model, Number or Name Description 19567.1 MMI Off Ridge Vent Steel or Aluminum off ridge vent for shingle roofs mechanically attached to plywood deck. 2, 4', 6', 8', 10' nominal lengths Limits of Use Installation Instructions FL19567 RI II 01 17 -196 -MMI ORV-ER6-. D dfApprovedforuseinHVHZ: No Verified By: lames L. Buckner, P.E. @ CBUCK, Inc. P.E. Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +N/A/ -70.0 Created by Independent Third Parry: YesCreateC Other: Refer to evaluation report for conditions and Evaluation Reports MMI ORV-ER6-.Ddf limitations of use. Refer to manufacturer's Installation 567 y.1 AE O1 17 -196 Created by Independent Third Party: Yesinstructionsasasupplementalguideforattachment. 19567.2 77MMI Off Ri= Baffle Steel or Aluminum off ridge vent & Permanent Baffle Permanent Limits of Use Installation Instructions FL19567 R1 II 02 17-196-MMI-VPB-ER6.DdfApprovedforuseinHVHZ: No Verified By: James L Buckner 31242ApprovedforuseoutsideHVHZ: Yes Created by Independent Third Party: YesImpactResistant: No Design Pressure: +NA/ -70 Evaluation Reports FL19567 RI AE 02 17-196-MMI-VPB-ER6.Ddf Other: Created by Independent Third Party: Yes 19567.3 Optional Attached Baffle or Aluminum optional attached baffle for MMI off ridge vent vent Limits of Use Installation Instructions FL19567 R1 11 03 17-196-MMI-OB-ER6.DdfApprovedforuseinHVHZ: No Verified By: James L Buckner 31242ApprovedforuseoutsideHVHZ: Yes Created by Independent Third Party: YesImpactResistant: No Design Pressure: +NA/ -70 Evaluation Reports 03 17-196-MMI-OB-ER6.Ddf Other: FL19567 RI AE Created by Independent Third Party: Yes 19567.4 Retro Baffle for MMI Off Ridge Vent Steel or Aluminum Retro baffle for MMI off ridge vent Limits of Use Installation Instructions F 10567 y.1 II 04 17 195 MMI-Retro-ER6.DdfApprovedforuseinHVHZ: No Approved for use outside HVHZ: Yes Verified By: James L Buckner 31242 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +NA/ -70 Evaluation Reports FL19567 R1 AE 04 17 -195 -MMI -Retro ER6.Ddf Other: Created by Independent Third Party: Yes Bath Noat The Stale of Florida is an AA/EEO employer. Cep••naht 2007.20E hate of Florida.:: Privacy Statement .: a11e19bibN Snt Refund Under Florida law, email addresses are public records. it you do not want your e-mail address released in response to a public -records request, do not sendelectronicmadt0thisentity. Instead, contact the Office by phone Or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant toSection +55.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F S. must provide the Department with an email address iftheyhaveone. The emaols 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 emaiaddresssease which n be made here ' available to the public. TO determine d you are a licensee under Chapter 455, Product Approval Accepts: Credit a Safe SCCI11'liy mtT1i1CS" param=wGLVXQwtDgs%2fmGFoyT... 4/11/2018 CBUCK engineering SpPcidlty Structural Enginpprinq CBUCK, Inc. Certificate of Authorizotion #8064 Evaluation Report Retro Baffle For Millennium Off Ridge Vent Manufacturer: Millennium Metals, Inc. 10200 Eastport Road Jacksonville, FL 32218 877) 358-7663 for Florida Product Approval FL 19567.4 R1 Florida Building Code 6th Edition (2017) Per Rule 61G20-3 Method: 2 - B Category: Roofing Sub - Category: Roofing Accessories that are an Integral Part of the Roof System Product: Retro Baffle Material: Steel or Aluminum Support: Wood Deck Prepared by: James L. Buckner, P.E., SECB Florida Professional Engineer # 31242 Florida Evaluation ANE ID: 1916 Report No. 17-196-MMI-Retro-ER6 Date: 12/15/17 Contents: Evaluation Report Pages 1— 6 Facsimile of digital copy signed by James L. Buckner, P.E. Electronically signed and sealed documents shall comply with the provisions of FAC Rule 61G15-23 r4, P.' \\CENSE' No 31242 p' W= T STATE OF 2 C '•.1OR10P.•'j\ S/ONAt-' ` Z CBUCK, Inc. — Palm Beach County, Florida 2017.12.15 09:08:10 -05'00' Phone: (561) 491-9927 • Email: cbuck@cbuckinc.net • Website: www.cbuckinc.net Main Office: 1374 Community Drive, Jupiter, Florida 33458 FL fl: FL 19567.4 R1 Date: 12/15/17 enc +morin Report No.: 17-196-MMI-Retro-ER6 CBUCK En t 9 Page 2 of 6 Specldlty Structural Engineering CBUCK, Inc. Certificate of Authorization 118064 Manufacturer: Millennium Metals, Inc. Product Name: Retro Baffle Product Category: Roofing Product Sub -Category Roofing Accessories that are an Integral part of the Roofing System Compliance Method: State Product Approval Rule 61G20-3.005 (2) (b) Product/System Steel or aluminum baffle accessory to MMI Off Ridge Vent for shingle roofs Description: mechanically attached to plywood deck. Product Assembly as Refer to Page 4 of this report for product assembly components/materials for Evaluated: structural attachment: 1. Baffle 2. Fasteners Support: Type: Wood Deck Design of support and its attachment to support framing is outside the scope of this evaluation.) Description: 15/32 (min.) or greater plywood, or Wood plank (min. specific gravity of 0.42) Slope: 2 : 12 or Greater Performance: Wind Uplift Structural Resistance Design Uplift Pressure: - 70 PSF Allowable design pressure for allowable stress design (ASD) with a margin of safety of2to1. FL tt: FL 19567.4 R1 Date: 12/15/17 CBUCK n n rin^ Report No.: 17-196-MMI-Retro-ER6 9. ` J Page 3 of 6 Specialty Structural EncginPprinQ CBUCK, Inc. Certificate of Authorization #8064 Performance Standards: The following test protocols were performed to demonstrate compliance with the intent of the code as this product is not addressed specifically in the code. ASTM E330-02 — Standard Test Method for Structural Performance of Exterior Windows, Doors, Skylights and Curtain Walls by Uniform Static Air Pressure Difference Code Compliance: The product described herein has demonstrated compliance with Florida Building Code 6th Edition (2017), Section 1708.2. Evaluation Report This product evaluation is limited to compliance with the structural requirements of Scope: the Florida Building Code, as related to the scope section to Florida Product Approval Rule 61G20-3.001. Limitations and Scone of "Limitations and Conditions of Use' for this evaluation: Conditions of Use: This evaluation report for "Optional Statewide Approval' contains technical documentation, specifications and installation method(s) which include Limitations and Conditions of Use" throughout the report in accordance with Rule 61G20-3.005. Per Rule 61G20-3.004, the Florida Building Commission is the authority to approve products under "Optional Statewide Approval'. Option for application outside "Limitations and Conditions of Use" Rule 61G20 -3.005(1)(e) allows engineering analysis for "project specific approval by the local authorities having jurisdiction in accordance with the alternate methods and materials authorized in the Code". Any modification of the product as evaluated in this report and approved by the Florida Building Commission is outside the scope of this evaluation and will be the responsibility of others. Refer to applicable building code section for ventilation requirements. Design of support system is outside the scope of this report. Fire Classification is outside the scope of Rule 61G20-3, and is therefore not included in this evaluation. This evaluation report does not evaluate the use of this product for use in the High Velocity Hurricane Zone code section. (Dade & Broward Counties) Quality Assurance: The manufacturer has demonstrated compliance of roof components in accordance with the Florida Building Code and Rule 61G20-3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through Keystone Certifications, Inc. (FBC Organization #t: QUA 1824). FL #: FL 19567.4 R1 Date: 12/15/17 r eerinPage4 of 69 rt No.: 6 MMI-Retro-ER6 CBUCK Engi Specialty Structural Engineering CBUCK, Inc. Certificote of Authorizotion #8064 Structural Baffle: Retro Model Components/Materials Material Type 1: Steel by Manufacturer): Thickness: 26 gauge (min.) Yield Strength: 40 ksi min. Corrosion Resistance: Aluminum Zinc Coated Steel per ASTM A792 AZ 50, or Galvanized Steel per ASTM A653 G-90, or Pre -painted Steel per ASTM A755 or Per FBC Section 1507.4.3 Material Type 2: Aluminum Thickness: 0.025" (min.) Alloy Type: 3105-1-114 Corrosion Resistance: In compliance with FBC Section 1507.4.3: Penetration Through: ASTM B209 Nominal Dimensions: Flange Width: 2-3/4" Height: 3 -1/4 - Lengths: 2', 4', 6', 8' and 10' (to match length of off ridge vent) Fastener(s): Base Fastener: Purpose: Attaches Ridge Vent Base Flange to Deck Type: Annular Ring Shank Roofing Nails Size: 11 gauge (x length to meet min. penetration through deck) Penetration Through: 3/16" min. through wood deck Edge Distance: 1-1/2" min. from edge of deck Corrosion Resistance: Per FBC Section 1506.5 Standard: Per ASTM F1667 Alternate Fastener: Purpose: Attaches Ridge Vent Base Flange to Deck Type: Hex -Head Wood Screw Size: 10 (x length to meet min. penetration through deck) Penetration Through: 3/16" min. through wood deck Edge Distance: 1-1/2" min. from edge of deck Corrosion Resistance: Per FBC Section 1506.6 and 1507.4.4 Standard: Per ANSI/ASME 818.6.4 FL #: FL 19567.4 R1 p (/ Date: 12/15/17 Repo CBUCK Engineering Pagert No.: 5 of 66- MMI-Retro-ER6 Specialty Structural Engineering CBUCK, Inc. CertiJicote ofAuthorizotion #8064 Installation: Structural Installation Method: Refer to drawings on Page 6 of this report.) Apply roof cement to the underside, back and side flanges of the ridge vent. Cement should be a 1/4" thick and extend 2" onto roof underlayment. (Install cement in compliance with manufacturer's installation guidelines.) Position baffle flange on top of the vent front flange (see Detail on page 6). Attach baffle flange through vent flange to deck with nails or screws spaced 8" o.c. maximum and 4-1/2" from each end. Minimum fastener penetration thru bottom of support, 3/16". Refer to manufacturer's installation instructions as a supplemental guide for attachment. Referenced Data: 1. ASTM E330-02 Uniform Static Air Pressure Difference Test Architectural Testing, Inc.(FBC Organization #TST ID: 1527) Report #: F3167.01-450-44, Report Date: 12 / 15 / 15 2. Engineering Analysis By CBUCK Engineering 3. Quality Assurance By Keystone Certifications, Inc. (QUA ID: 1824) Millennium Metals Licensee # 423 4. Certification of Independence By James L. Buckner, P.E. @ CBUCK Engineering FBC Organization # ANE 1916) FL #: FL 19567.4 R1 Date: 12/15/17 Rep CBUCK i=ngineerin9 Page No 6 of 66 MMI-Retro-ER6 SpPclalFy SrrUc1•Urd1 Englnpprinq CBUCK, Inc. Certificate of Authorizotion #8064 Installation Method Millennium Metals, Inc. Retro Baffle Steel or Aluminum Attached to Wood Deck Profile Drawings Side View (Not To Scale) MNY Off Rclge \knt Steel orAlumnur) Retro Baffle Steel orAltminum) `----- r,, Rymw Deck Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 min. V\bod ScreAs Attachment Spacing: 9' o.c. Max Penetration thru deck: 3115' Nin. Typical Cross Section View (Not To Scale) Florida Building Code Online Page 1 of 2 1. Professional Regulation SCIS Home I Log In I User Regestratlon ; Hot Topics Submit Surcharge I Stats & FaCts 1 Publications I FEIC Staff I &CIS S-te Map I Units I Search Category Structural Components Subcategory Truss Plates Compliance Method Evaluation Report from a Product Evaluation Entity Evaluation Entity ICC Evaluation Service, LLC Quality Assurance Entity Benchmark Holdings, L.L.C. Quality Assurance Contract Expiration Date 12/31/2018 Validated By William M. Ranieri, PE C,h Validation Checklist - Hardcopy Received Certificate of Independence FL1999 R6 COI CERTIFICATION OF INDEPENDENCE - William M Ranieri.odf Referenced Standard and Year (of Standard) Standard Year TPI 1 2014 Equivalence of Product Standards Certified By Sections from the Code littl)s://www. floridabLii ld1ng.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvKboNOel V M... 4/11/2018 Fiorda 1a' Product ApprovalrUSER: Pubnc User Product Approval Menu > Product Or ADDbCdUOn Search Apphcatron Ust > Application OOtail FL # FL1999-R6 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 ITW Building Components Group Inc. Address/Phone/Email 13825 West Business Center Dr Unit A Lake Forest, IL 60045 847) 918-6473 Ext 4750 slewis@alpineitw.com Authorized Signature Stuart Lewis slewis@alpineitw.com Technical Representative Stuart Lewis Address/Phone/Email 1950 Marley Drive Haines City, FL 33844 slewis@alpeng.com Quality Assurance Representative Stuart Lewis Address/Phone/Email 1950 Marley Drive Haines City, FL 33844 slewis@alpeng.com Category Structural Components Subcategory Truss Plates Compliance Method Evaluation Report from a Product Evaluation Entity Evaluation Entity ICC Evaluation Service, LLC Quality Assurance Entity Benchmark Holdings, L.L.C. Quality Assurance Contract Expiration Date 12/31/2018 Validated By William M. Ranieri, PE C,h Validation Checklist - Hardcopy Received Certificate of Independence FL1999 R6 COI CERTIFICATION OF INDEPENDENCE - William M Ranieri.odf Referenced Standard and Year (of Standard) Standard Year TPI 1 2014 Equivalence of Product Standards Certified By Sections from the Code littl)s://www. floridabLii ld1ng.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvKboNOel V M... 4/11/2018 Florida Building Code Online Product Approval Method Method 1 Option C Date Submitted 09/07/2017 Date Validated 09/19/2017 Date Pending FBC Approval Date Approved 09/21/2017 S..mmary of Products Page 2 of 2 FL # Model, Number or Name Description 1999.1 ISS) ITW BCG/Alpine Higher Strength (H Metal Connector Plate Limits of Use Installation Instructions FL1999 R6 II Installation Ins[ructions.odfApprovedforuseinHVHZ: Yes Approved for use outside HVHZ: Yes Verified By: Stuart Lewis PE 45927 Impact Resistant: N/A Created by Independent Third Party: No Design Pressure: N/A Evaluation Reports I8.odf Other: per TPI I FI 1999 R6 AE ESR - II 1999.2 TW BCG/Alpine Hinge Plate Metal Connector Plate Limits of Use Installation Instructions FL1999 R6 11 Installation Instructions.odfApprovedforuseinHVHZ: Yes Approved for use outside HVHZ: Yes Verified By: Stuart Lewis PE 45927 Impact Resistant: N/A Created by Independent Third Party: No Design Pressure: N/A Evaluation Reports FL1999 R6 AE ESR-111B.DdfOther: Per TPI 1 1999.3 ITW BCG/Alpine Trulox Metal Connector Plate Limits of Use Installation Instructions FL1999 R6 11 Installation Instructions.DdfApprovedforuseinHVHZ: Yes Approved for use outside HVHZ: Yes Verified By: Stuart Lewis PE 45927 Impact Resistant: N/A Created by Independent Third Party: No Design Pressure: N/A Evaluation Reports Other: per TPI 1 FI 1Q99 R6 AE ESR-1118.Odf 1999.4 ITW BCG/Alpine Wave Metal Connector Plate Limits of Use Installation Instructions Instructions.odf Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes FLI999 R6 11 Installation Verified By: Stuart Lewis PE 45927 Impact Resistant: N/A Created by Independent Third Party: No Design Pressure: N/A Evaluation Reports Other: Per TPI 1 FL1999 R6 AE E5R-1118.odf Baric Ns - Contact Us :• 2601 Blair Slone Road, Tallahassee FL 32399 Phone: 850.487-1824 The State of Florida n an AA/EEO employer r__-,noht 2007.2013 State of Florida.:' Privacy Statement •: 6111M&ibty Statement :: Refund Statement Under Floroda law, email addresses are public records. If you do not want your a -mad address released in response to a public -records request, do not send electronic mad to this entity. Instead, contact the office by phone or by traditional mad. If YOU have any Questions, pleaseprovidethe ntactDeparm5ent 7.1ith ae email address dPursuantto Sect,on 455 275(1). Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 45S, F.S. mustheyhaveoneTheemail$ 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 4 F.S. address hich Can be made click here , available to the public. To determine d you are a licensee under Chap Product Approval Accepts: M- 0 M. Credit a Safe sccuritymIn-lues lions://www. floridabuilding.org/pr/pr_app_dti.aspx?param=wGEV XQWIDgvKboNOeIV M... 4/11/2018 INSTALLATION INFORMATION FOR TRUSS PLATES Installation instructions for these truss plate products are fully described by provisions of the Florida Building Code, including reference to the TPI 1 standard, and design drawings prescribed by those documents. The Florida Building Code and the TPI l standard require a truss design drawing specifying relevant parameters for the trusses in which these truss plate products are permitted to be used, including details on the truss plates (size, positioning, embedment, an d limitations thereon). All uses of these truss plate products require such a truss design drawing, fabrication of the truss in accordance with the TPI I standard, and application of the truss within a structure in accordance with the Florida Building Code. Trusses are assembled using these truss plates pressed into the wood within the tolerances provided by TPI's Quality Criteria for Metal Plate Connected Wood Trusses, as shown in Section 3 of TP] 1. Florida Building Code Online Page 1 of 2 Professional Regulation ria SCIS Home I tog In I User Registration i Not Topics Submt surcharge I Slats & Facts I Pubhtalions I FDC Stan I SCIS Site Map I Links I search Category Structural Components Subcategory Products Introduced as a Result of New Technology 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 b,t Product Approval Florida License PE -60122 may I USER Public User Quality Assurance Contract Expiration Date i+prry Validated By John Hoy 1 C Validation Checklist - Hardcopy Received Product Approval Menu > Product or Application Search Application list > Application Detail FL # FL1774-R5 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Commercial Concrete Products,inc. Address/Phone/Email 2705 Sammonds Road Plant City, FL 33563-4556 813) 659-3707 precastgator@yahoo.com Authorized Signature Robert Gillis terrygillis@commercialconcreteproducts.com Technical Representative R. Terry Gillis Address/Phone/Email 2705 Sammonds Road Plant City, FL 335674556 terryg illis@commercialconcreteproducts.coom Quality Assurance Representative R. Terry Gillis Address/Phone/Email 2705 Sammonds Road Plant City, FL 335634556 terrygillis@commercialconcreteproducts.com Category Structural Components Subcategory Products Introduced as a Result of New Technology 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 THUY H. HUYNH the Evaluation Report Florida License PE -60122 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 05/25/2024 Validated By John Hoy 1 C Validation Checklist - Hardcopy Received Certificate of Independence FL1774 R5 COI 370940 Engineering Evaluation Report 101317.pdf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 1901.2 2107 R402.2 R606 https://www.floridabuilding.org/pr/pr_app_dti.aspx?paras-n=wGEVXQwlDgsg/g2bbt2')niL8... 4/11/2018 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 2 Option B 10/13/2017 10/14/2017 10/26/2017 12/12/2017 Page 2 of 2 FL ii Model, Number or Name Description 1774.1 Quality Precast or Commercial Precast and Prestressed Concrete Lintels Concrete Products Limits of Use Installation Instructions Approved for use in HVHZ: No FL1774 R5 11 370940 Installation Instructions 101317 pdf Verified By: Thuy H. Huynh PE60122ApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL1774774 R5 AE 370940 Enaineerino Evaluation Report 101317.pdf FL1774 R5 AE 370940 Load Tables 101317.pdf FL1774 R5 AE 370940 Quality Control Manual 101317.odf Created by Independent Third Party: Yes Baer I Nort Contact Us : • 2601 Blair Stone Road, Tallahassee Fl. 32399 Phone: 850.487-1824 The State of Florida is an AA/EEO employer. Copyright 2007.2013 State or Florida.:: Privacy Statement :: Accessibility 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 electronic mad to this entity. Instead, contact the office by phone Or by traditional mail. If you have any questions, please contact 850.487.1395. `Pursuant t0 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 emads provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which Can be made available to the public TO determine If you are a licensee under Chapter 455, F.S., please dick here Product Approval Accepts: N ®OEM, Credit Card Safe littps://www.floridabtiilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs`/`2bbt23mL8... 4/11/2018 Dansco Engineering, LLC P.O. Box 3400 5912 Fortune Place Apollo Beach, FL 33572 Commercial Concrete Products, Inc. INSTALLATION INSTRUCTIONS Version 1.1 June 22, 2015 Commercial Concrete Products, Inc. PREG45TAND PRESTRESSED L/NTH5 8" AND 12" WIDE) In order for proper installation of precast lintels, DANSCO Engineering, LLC, has prepared this installation instructions to be used in conjunction with quality control methods of the contractor and good construction practices. Preparation 1. All reinforcements shall be cleaned by removing mud, oil, or other materials that will adversely affect or reduce bond at the time mortar or grout is placed. Reinforcement with rust, mill scale, or a combination of both will 'be accepted as being satisfactory without cleaning or brushing provided the dimensions and weights, including heights of deformations, of a cleaned sample are not less than required by the ASTM specification covering this reinforcement in this Specification. 2. Prior to placing masonry, remove laitance, loose aggregate, and anything else that would prevent mortar from bonding to the lintel. 3. Debris — Construct grout spaces free of mortar dropping, debris, loose aggregates, and any material deleterious to masonry grout. Lintel / masonry erection 1. Placing lintel — Length of bearing of lintels on their support shall be a minimum of 4 inches for filled lintels and 6 '/2 inches for unfilled lintels in the direction of span. Provide a temporary support for lintels that are greater than 14' — 0"; the temporary support shall not be removed until 2 days after the grout placement. 2. Placing mortar and units (for composite lintels only) Bed and head joints — Unless otherwise required, construct 3/8 inches thick bed and head joints. Construct joints that also conform to the following: a) Unless otherwise required, tool joint with a round jointer when the mortar is thumbprint hard. b) Remove masonry protrusions extending '/2 inches or more into cells or cavities to be grouted. Place hollow units so: a) Face shells of bed joints are fully mortared. b) Head joints are mortared, a minimum distance from each face equal to the face shell thickness of the unit. c) Vertical cells to be grouted are aligned and unobstructed openings for grout are provided in accordance with the Project Drawings. Place clean units while the mortar is soft and plastic. Remove and relay in fresh mortar any unit disturbed to the extent that initial bond is broken after initial positioning. Reinforcement installation a) Support and fasten reinforcement together to prevent displacement beyond the tolerances allowed by construction loads or by placement of grout or mortar. b) Completely embed reinforcing bars in grout in accordance with AC1530-13 Article 3.5. c) Maintain clear distance between reinforcing bars and any face of masonry unit or formed surface, but not less than'/ inches for fine grout or 1/2 inches for coarse grout. d) Splice only where indicated on the Project Drawings, unless otherwise acceptable. e) Unless accepted by the Architect/ Engineer, do not bend reinforcement after it is embedded in grout or mortar. f) Place joint reinforcement so that longitudinal wires are embedded in mortar with a minimum cover of '/z inches when not exposed to weather or earth and 5/8 inches when exposed to weather or earth. Grout placement a) Placing time — Place grout within 1'/2 hours from introducing water in the mixture and prior to initial set. b) Confinement — Confine grout to the .areas indicated on the Project Drawings. Use material to confine grout that permits bond between masonry units and mortar. c) Grout pour height — Do not exceed the maximum grout pour height given in the AC1530-13 Table 7. d) Grout lift height — Place grout in lifts not exceeding 5 feet. e) Consolidation — Consolidate grout at the time of placement. Consolidate grout pours 12 inches or less in height by mechanical vibration or by puddling. Consolidate pours exceeding 12 inches in height by mechanical vibration and reconsolidate by mechanical vibration after initial water loss and settlement has occurred. Field quality control a) Verify masonry unit strength, f'm in accordance with the AC1530-13 Article 1.6. b) Sample and test grout as required by the AC1530-13 Articles 1.46 and 1.6. Cleaning Clean exposed masonry surfaces of all stains, efflorescence, mortar or grout droppings, and debris. Limitations of use a) Support on wood — Lintel shall not be support on wood girders or other form of wood construction. b) Construction loads — Do not apply construction loads that exceed the safe superimposed load - carrying capacity of the masonry and temporary support, if used. c) Impact resistance — Lintels apply to the design or construction of masonry for buildings, parts of buildings, or other structures, if the project is located in areas where the ultimate wind speed exceeds 160 mph, exposure B shall be filled solid with grout. Protects\Engineering and Inspections\370940\Letters\370940-W1 Installation_Instructions_101317.doc Florida Building Code Online Page I of 2 Product Manufacturer BMP International Inc. Address/Phone/Email 4710 28th Street N St. Petersburg, FL 33714 727)458-0544 benmeng8@yahoo.com Authorized Signature Xianbin Meng benmeng8@yahoo.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Structural Components Subcategory Anchors 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 Frank L. Bennardo, P.E. the Evaluation Report IIC 1 r Business Professional • •• Quality Assurance Entity National Accreditation & Management Institute Quality Assurance Contract Expiration Date rA Validated By Troy Bishop, P.E. SCIS Horne I Loy In j user Reylstrauon Mot Topics Submit Surcharge I slats & Facts ! Publications FEC staff SCIS site Map Links I search Florida r Product Approval USER: Public User t r Vrm Product Approval Menu > Product or Aoolkatlon Search > Application Lis t > Application Detail FL # FL14239 R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer BMP International Inc. Address/Phone/Email 4710 28th Street N St. Petersburg, FL 33714 727)458-0544 benmeng8@yahoo.com Authorized Signature Xianbin Meng benmeng8@yahoo.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Structural Components Subcategory Anchors 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 Frank L. Bennardo, P.E. the Evaluation Report Florida License PE -0046549 Quality Assurance Entity National Accreditation & Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Troy Bishop, P.E. C Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method FL14239 R4 COI Indeo.odf Standard ASTM D1761-88 Florida Licensed Professional Engineer or Architect FL14239 R4 Eouiv Eouiv.odf Method 1 Option D Year 2000 littps://www.floridabuilding.org/pr/pr_app_dti.aspx?pal-am=wGEVXQwtDquDE.)ErtOSCei... 4/11/2018 Florida Building Code Online Date Submitted 08/09/2017 Date Validated 08/16/2017 Date Pending FBC Approval 08/20/2017 Date Approved 10/10/2017 Summary of Products Page 2 of 2 FL # Model, Number or Name Description 14239.1 Slotted Steel Tie -Down Clips, 1" Steel Tie -Down Clip System (For Use with Mechanical Units and 2" Models at Roof or Grade) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL14239 R4 11 Dwa.odf Approved for use outside HVHZ: Yes Verified By: Frank L. Bennardo, P.E. 0046549 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: This design provides allowable capacities for the FL14239 R4 AE Eval.Ddf system. The required site-specific design pressure (demand) Created by Independent Third Party: Yes shall be calculated by others for use with this design. Bach Neat Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32199 Phone: 850.487-1824 The State of Florida 4 an WEED employer. Copvnoht 2007.2013 State of Florida..: Privacy Statement :: Accessibility 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 electronic mad to this entity. Instead, contact the office by phone or by traditional mad. If you have any questions, please contact 850.487.1195 '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 of they have one. The ema is provided may be used for official communication with the licensee. However email addresses are public record If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine of you are a licensee under Chapter 455, F.S., please clock here . Product Approval Accepts: Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgLiDEJEi-tOSCei... 4/11/2018 BMP INTERNATIONAL, INC. MECHANICAL UNIT STEEL TIE—DOWN CLIP: AT GRADE & ROOF—TOP MOUNTED APPLICATIONS ICENTER OF GRAVITY 1ASSUMEDTOACTATTHE I SEE DESIGN GEOMETRIC CENTER OF THE SCHEDULE FOR MECHANICAL UNIT. MECHANICAL UNIT MUST BE V W SQUARE OR RECTANGULAR. NO IRREGULAR SHAPES V 4 CHECK MAXIMUM UNIT HEIGHT RESTRICTION Z N Z xQ 5 ICKECK MINIMUM UNIT w15TK RESTRICTION W 6 DETERMINE THE ALLOWABLE ROOFTOP HEIGHT OF THE INSTALLATION Ir T MAX AND ARE THE EXPRESS RESPONSIBILITY OF THE CONTRACTOR. 4. FASTENERS TO BE 912 X VOR GREATER SAE GRADE SUNLESS NOTED OTHERWISE. NP. 77XSSYYY O TAPOONS REFERRED TO HEREIN SMALL BE ITW BUILDEX GRANO, CARBON STEEL ONLY, MOST STRUCTURE DESIGN BY OTHERS. SEE DESIGN-/ O SCHEDULES FOR V,Yt'PG ALLOWABLE SUBSTRATES O MECHANICAL UNIT I I I I I I I I I I I 1 TIE—DOWN ISOMETRIC 1 1.. 1'-0- ISOMETRIC 75LB MIN. WEIGHT, MECHANICAL UNIT PER SEPARATE CERTIFICATION, TYP. APER CORNER WILL VARY PER TIE -DOWN CLIP DIRECTIVE EXAMPLE TME FOLLOWING EXAMPLE ILLUSTRATES THE PROCEDURE USED TO DETERMINE THE MAXIMUM ALLOWABLE ROOF -TOP INSTALLATION HEIGHT, K, FOR ANY GIVEN MECHANICAL UNIT THAT CONFORMS TO THE DIMENSION RESTRICTIONS AND DESIGN OUTERIA OSTEO MEKSN. SEE SHEETS 4.5 FON DESIGN SCfEDULES.) MECHANICAL UNIT CRITERIA: CONSIDER THE INSTALLATION OF (1) MECHANICAL UNIT WITH THE FOLLOWING CRITERIA- Vult-170 MPH, EXPOSURE'S 48- TALL a 480 DEEP a AB- WIDE, 100 LB (WEIGHT AS VERIFIED BY OTHERS) INSTALLED TO 7000 PSI MIN CONCRETE WITH (1)-2- CUP AT EACH CORNER OF UNIT (TOTAL OF (4) CUPS) PROCEDURE: PROCEDURE SIE 1 1 JOETERMINE THE CONNECTION TYPE BASED ON THE OIAGRAMS ON SKEET 2 I SEE DESIGN CENTER OF SCHEDULE FOR GRAVITY MAXIMUM SURFACE 3 -DETERMINE LARGEST FACE AREA OF MECKANICAL UNITTO BE INSTALLED AREA AND DESIGN REPORTS .TEL 01970387A. #TEL 019703876 BY TESTING EVALUATION LABORATORIES, PRESSURE, TYP. 1 4 CHECK MAXIMUM UNIT HEIGHT RESTRICTION I STEEL TIE -DOWN CUPS. Z I SEE DETAIL 1/3 B 2/31,2 5 ICKECK MINIMUM UNIT w15TK RESTRICTION FOR CLIP INFORMATION, 6 DETERMINE THE ALLOWABLE ROOFTOP HEIGHT OF THE INSTALLATION 3 TYP. 7' MAX . AND ARE THE EXPRESS RESPONSIBILITY OF THE CONTRACTOR. 4. FASTENERS TO BE 912 X VOR GREATER SAE GRADE SUNLESS NOTED OTHERWISE. TYP. O TAPOONS REFERRED TO HEREIN SMALL BE ITW BUILDEX GRANO, CARBON STEEL ONLY, O % 4 INSTALLED TO 3000 PSI MIN CONCRETE. SEE ANCHOR SCHEDULE FOR ANCHOR O n P V,Yt'PG L7 n O TO PREVENT ELECTROLYSIS. Q ^ APER CORNER WILL VARY PER TIE -DOWN CLIP DIRECTIVE EXAMPLE TME FOLLOWING EXAMPLE ILLUSTRATES THE PROCEDURE USED TO DETERMINE THE MAXIMUM ALLOWABLE ROOF -TOP INSTALLATION HEIGHT, K, FOR ANY GIVEN MECHANICAL UNIT THAT CONFORMS TO THE DIMENSION RESTRICTIONS AND DESIGN OUTERIA OSTEO MEKSN. SEE SHEETS 4.5 FON DESIGN SCfEDULES.) MECHANICAL UNIT CRITERIA: CONSIDER THE INSTALLATION OF (1) MECHANICAL UNIT WITH THE FOLLOWING CRITERIA- Vult-170 MPH, EXPOSURE'S 48- TALL a 480 DEEP a AB- WIDE, 100 LB (WEIGHT AS VERIFIED BY OTHERS) INSTALLED TO 7000 PSI MIN CONCRETE WITH (1)-2- CUP AT EACH CORNER OF UNIT (TOTAL OF (4) CUPS) PROCEDURE: PROCEDURE SIE RESULT 1 JOETERMINE THE CONNECTION TYPE BASED ON THE OIAGRAMS ON SKEET 2 CONNECTION TYPE 3 2 OETERMINE WHICH DESIGN SCHEDULE TABLE TO USE THIS INSTALLATION IS INTENDED FOR A Vult-170 MPH, EXPOSURE'S. THIS DESIGN CRITERIA CORRESPONDS TO TABLE S 3 -DETERMINE LARGEST FACE AREA OF MECKANICAL UNITTO BE INSTALLED 48-.48'-16FF- REPORTS .TEL 01970387A. #TEL 019703876 BY TESTING EVALUATION LABORATORIES, THIS UNIT MEIGNT OF 46- IS EQUAL TO THE MAXIMUM ALLOWABLE HEIGHT OF 48-. 4 CHECK MAXIMUM UNIT HEIGHT RESTRICTION NOTE.- TMLS PRODURAPPROVAL ALLOWS TME UNIT TO EE INSTALLED ON TOP PAN A/C STAND TWAT IS A MAXIMUM 30- TALL IPANA/CSTAND IS UTILMD, Z CHECK TO SEE TEAT THE STAND DOES NOT EXCEED 30- IN MEIGNT 5 ICKECK MINIMUM UNIT w15TK RESTRICTION UNIT WIDTH IS 46- WHICH 15 GREATER THAN TME MINIMUM ALLOWAOLE WIDTH OF 24' 6 DETERMINE THE ALLOWABLE ROOFTOP HEIGHT OF THE INSTALLATION THIS UNIT MAY BE INSTALLED AT ROOF HEIGHTS LESS THAN OR EQUAL TO IS FF. SEE (-) ON TABLE S FOR THE NUMERICAL VALUES OF THIS DESIGN EXAMPLE DESIGN NOTES: T141S PRODUCT HAS BEEN DESIGNED IN ACCORDANCE WITH ASCE 7.10 AND FLORIDA i BUILDING CODE 2017 (6TH EDITION) FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY- HURRICANE ZONE AS INDICATED IN THE ACCOMPANYING DESIGN SCHEDULES. THE ES164 CRITERIA USED TO CALCULATE THE ALLOWABLE ROOF -TOP HEIGHTS CONSWEIIS FBC SECTION 1609.6 FOR NON•KVMZ AND SECTION 1620.6 FOR MVMZ B ASCE 7 SECTION 29.4 1 FOR INSTALLATIONS AT GRADE. (GC,X_ r-1.90 WITHIN THE MVMZ B OUTSIDE THE HVHZ, (GG 1.5 FOR ALL LOCATIONS (CONCURRENT) . ALL OTHER DESIGN VARIABLES IN ANCE WITH ASCE 7.10 CHAPTERS 26 6 29. THE HEIGHTS OSTEO IN THEAREACCORD DESIGN SCHEDULES REPRESENT THE ALLOWABLE HEIGHT OF THE BUILDING. THIS PRODUCT APPROVAL ALLOWS FOR EACH UNIT TO BE INSTALLED ON A MAXIMUM 30• TALL A/C STAND (CERTIFICATION BY OTHERS) ON TOP OF THE HEIGHTS OSTEO IN THE DESIGN SCHEDULES. GENERAL NOTES: 1. NO 33.1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS T E Wil. RY, Z Q W U. U N XI1 1LJ pt m i = Z ^ 4A N c W !S WW O„ J ^y e W 0 wo- Wt . SYSTEM. 2. DESIGN IS BASED ON CLIENT PROVIDED PRODUCT AND DIE SHEETS FROM TEST to REPORTS .TEL 01970387A. #TEL 019703876 BY TESTING EVALUATION LABORATORIES, V n INC. NoSUBSTITUTIONS WITHOUT WRTITEN APPROVAL BY THIS ENGINEER SMALL BE ZPERMITT 3 MAXIMUM 6 MINIMUM DIMENSIONS AND MINIMUM WEIGHT OF MECHANICAL UNIT SMALL CONFORM TO SPECIFICATIONS STATED HEREIN. ALL ME04ANICAL SPECIFICATIONS CLEAR SPACE, TONNAGE, ETC.) SHALL BE AS PER MANUFACTURER RECOMMENDATIONS AND ARE THE EXPRESS RESPONSIBILITY OF THE CONTRACTOR. 4. FASTENERS TO BE 912 X VOR GREATER SAE GRADE SUNLESS NOTED OTHERWISE. Q y O TAPOONS REFERRED TO HEREIN SMALL BE ITW BUILDEX GRANO, CARBON STEEL ONLY, O % F < INSTALLED TO 3000 PSI MIN CONCRETE. SEE ANCHOR SCHEDULE FOR ANCHOR 1,,,1 ^ 1_4 REQUIREMENT'S. All FASTENERS SHALL HAVE APPROPRIATE CORROSION PROTECTION L7 n JW TO PREVENT ELECTROLYSIS. Q ^ p S. ALL STEEL CUPS SMALL BE ASTM A233 STEEL (GRADE 0) WITH FV -33 KSI OR BETTER. Hz 'K gc ALL STEEL MEMBERS SHALL BE PROTECTED AGAINST CORROSION WITH AN APPROVED COAT OF PAINT, ENAMEL OR OTHER APPROVED PROTECTION. G90 -RATED COATING C CL n REQUIRED FOR ALL COASTAL INSTALLATIONS. LU p v6. ALL CONCRETE SPECIFIED HEREIN IS NOT PART OF THIS CERTIFICATION. AS A MINIMUM, rnALLCONCRETESHALLBESTRUCTURALCONCRETE4- MIM. THIO( AND SHALL HAVE Zz MINIMUM OOMPRESSTV STRENGTH OF 3000 PSI, UNLESS NOTED OTHERWISE. E7. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS. d W 8 ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED B INSTALLED BY OTHERS, 9. THE ADEQUACY OF ANY EXISTING STRUCTVRE TO WITHSTAND SUPERIMPOSED LOADS SHALL BE VERIFIED BY THE ONSITE DESIGN PROFESSIONAL AND 15 NOT INCLUDED IN THIS CERTIFICATON.EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED, 10. THE SYSTEM OETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED a « gg HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SMALL PREPARE SITE b « I E SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. I1. WATER -TIGHTNESS OF EXISTING MOST SUBSTRATE SMALL BE THE FULL RESPONSIBILITY aI OF THE INSTALLING CONTRACTOR. CONTRACTOR SMALL ENSURE THAT ANY REMOVED SCO 2 OR ALTERED WATERPROOFING MEMBRANE IS RESTORED AFTER FABRICATION AND INSTALLATION OF STRUCTURE PROPOSED HEREIN. THIS ENGINEER SMALL NOT BE C j RESPONSIBLE FOR ANY WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS WATER-TiGHTNESS SHALL BE THE FULL RESPONSIBILITY OF THE INSTALLING CONTRACTOR1 F 12. FOR AN EXPLANATION OF EXPOSURE CATEGORIES THAT ACCOMPANY THE VuR W IND p SPEEDS USED IN THIS APPROVAL, SEE SECTION 26.7.3 OF ASCE 7.10. a -. i w Y E:.I 15-2378 T,y UPS TYP. 7' MAX; i 1' CUPS . TYP. i 7' MAX TYP. MAX \K'U7,MAXP. TYP ANCHOR SCHEDULE: 1" CLIPS SUBSTRATE DESCRIPTION B 1)•S/16'0 CARBON STEEL i 70 W ITN BUILOEX TAPCON, ' W W EFZ CONCRETE, 7S6' MIN. S y26yVj E -"ZIV 0.125' MIN. SPACING TO ANY Z 9 W 1 AW14I' AWNINUM: T MAX i 1 T,y UPS TYP. 7' MAX; i 1' CUPS . TYP. i 7' MAX TYP. MAX \K'U7,MAXP. TYP ANCHOR SCHEDULE: 1" CLIPS SUBSTRATE DESCRIPTION 0.1 ZS' MIN. 1)•S/16'0 CARBON STEEL THICK, 6061.76 ITN BUILOEX TAPCON, ' CONCRETE: ZY.' FULL EMBED TO 4' THICK MIN, CONCRETE, 7S6' MIN. 7000 PSI MIN.) EDGE DISTANCE, 7Y' MIN. 0.125' MIN. SPACING TO ANY THICK, 77 KSI ADJACENT ANCHOR. AW14I' AWNINUM: I)• P 14 SAE GRADES MIN. SHEET METAL SCREW TO THICK, 6061•T6 ALUMINUM, PROVIDE (S) MIN. ALUMINUM) PITCHES MIN. PAST THREAD PLANE STEEL:(1)-A14 SAE GRAOE S O.IZ5' MIN. SHEET METAL SCREW TO THICK, 77 KSI STEEL, PROVIDE ($) MIN. STEEL) PITCHES MIN. PAST THREAD MANE 2" CLIPS l SUBSTRATE DESCRIF:" 4 0.1 ZS' MIN. 1)-S/16'0 CARBON $T - THICK, 6061.76 ITW BUILDE%TAPC A CONCRETE' 2Y.' FULL EMBED TO '•. 4' THICK MIN, CONCRETE 3%' MIN. 7000 PSI MIN.) EDGE DISTANCE. 7Y.' MIN, 0.125' MIN. SPACING TO ANY THICK, 77 KSI ADJACENT ANCHOR. ALUMINUM: 2)•P 14 SAE GRACE S 0.1 ZS' MIN. SMEET METAL SCREWS TO THICK, 6061.76 ALUMINUM, PROVIDE (S) MIN. ALUMINUM) PITCHES MIN. PAST THREAD PLANE STEEL: 2)-. N SAE GRADE S 0.125' MIN. SHEET METAL SCREWS TO THICK, 77 KSI STEEL, PROVIDE (S) NIM. STEEL) PITCHES MIN PAST THREAD MANE I. EMBEDMENT AND EDGE DISTANCE EXCWDES FINISHES, IF APPLICABLE. 2. ENSURE MINIMUM EDGE DISTANCE AS NOTED IN ANCHOR SCHEDULE. CONNECTION TYPE Cl7. SEE DETAILS ON SHEET 7 FOR ANCHORS ATTACHING TO MECHANICAL UNIT. c1 CONNECTION TYPE C2 1' CUP - VTIUZE (1) AT EACH CORNER FOR A TOTAL OF (4) PER UNIT C2 V NP - UTIUZE (2) AT EACH CORNER FOR A TOTAL OF (8) PER LINR u tW mow SWc L IY N 7' MAX ' I 2' N>3" TYP. 2' CUPS3 7' M% MAX f-- UNIT WIDTH 6' MAX I 6' MAX CUP OFFSET CUP OFFSETCUPPAIRSPACING I"1 Q r! 7 TYP MECHANICAL CUP'NP UNIT PER SPACING SEPARATE CERTIFICATION UTILIZE (A) NPS EA SIDE OF UNIT FOR A TOTAL OF 8) PER UNIT C3 CONNECTION TYPE C3 ^CONNECTION TYPE C4 % ALTERNATE (8) CLIP DETAIL 2' CUTS • Vf1UZE (1) AT EACH CORNER FOR A TOTAL Of (A) PER UNR 2• NPS . LMUZE (2) AT EACH CORNER FOR A TOTAL OF (8) PER UNIT 3 N.T.S. PLAN VIEW THIS DETAIL MAY BE USED AS AN ALTERNATE GEOMETRIC PATTERN FOR ALL CONNECTION TYPES THAT UTILIZE (2) CUPS AT EACH CORNER FOR A TOTAL OF (8) NPS PER UNIT. WLIg Ng 4 W VIa:Ai y W w1 15-2378 0 R ANY CUP LONGER THAN IO' 0.19• LTIUZE (S)•#12 SAE MECHANICAL UNIT BY OTHERS. ALUMINUM ,,// HOUSING UNITS SHALL BE 6063.76 MIN. 7/,317TYP. GRADE S SHEET . '%CENSF METAL SCREWS, TYP. ALUMINUM SHEET WITH Fty-30 KSI, 0.125'4 Qp+• d _ MIN. THICKNESS, STEEL HOUSING UNITS (3)•#12 SAE GRADE S SHEET `tr.'; Na pEOWGS< o ' 0.066' THICK SHALL BE ASTM A653 Fy-33KS1 MIN. METAL SCREWS FOR NPS UP To - A ASTM A283 O STEEL, GRADE 33, 22GA MIN. (t-0.0299'). 5- LANG. UTILIZE (5)-#12 SHEET _ STEEL. Irv. oo ./ METAL SCREWS FOR NPs LONGER THAN S'. PROVIDE (5) fl $THTC OFPITCHESMIN. PAST THREAD PLANE3)-# 12 SAE GRADES 8 0066' THICK ASTM , • / / FOR EACH SMS. IYP. ''O'C .,FtOatOA•• • SHEET METAL SCREWS N < • J i i (C , • • Liz yl a FOR NPS UP TO 5' 0 0 A283 STEEL NP, 719. O . v . ANCHOR PER ' i; SS/ - H a 5 LONG. UTILIZE (5)•# 12 Q BASE OF UNIT SMALL // i ANCHOR " r ON:1L r lU o Tu Z SHEET METAL SCREWS O BE FLUSH WITH BASE / V> < 4 FOR CLIPS LONGER OF NSCHEDULEP, NO SPACE CJ a ` ui i $ F THAN 5', TYP. PERMITTED, TYP. // /• % Zit Wo MOLE, WITH W W pW N. WANCHORFROMI- / t! NP ANCHOR e / / , % ( SUBSTRATE PER qVp U 0.75' SCHEDULE, TYP. •/ ANCHOR `/+/ l N W 7 SCHEDULE I E OTHER ' „ /. • (VARIES) o w DIMENSIONS O F7 6 0• , oa SIMILAR) 1" TIE-DOWN CLIP 1 1" CLIP ISOMETRIC DETAIL rT1 ANCHOR DETAIL u Tz33• - l'•o' DETAIL - d 3 N..S. ISOMETRIC CUP IS DESIGNED FOR FULL ~ a LLCONTACTWITHTHEBASEOFEACH < t / MECHANICAL UNIT, TYP. Z i Z w A^ 8 if Ot e; r < 0.125' a Q N g B MECHANICAL UNIT BY OTHERS. ALUMINUM E C rmHOUSINGUNITSSHALLBE6063.76 MIN. c ALUMINUM SHEET WITH Fty-30 KSI, 0.125' w uft t 0.072' OR MIN. THICKNESS, STEEL HOUSING UNITS (3)• 012 SAE GRADE S SHEET Z SHALL BE ASTM ASS3 Fy-33KS1 MIN. METAL SCREWS FOR NPS 4' Z c 9 O.ASTTHICK 63 O STEEL, GRADE 33, 22GA MIN. (x0.0299•). LONG. UTILIZE N)-#12 SHEET '--r o STEELNTYP. o METAL SCREWS FOR PS d = w R (3)•# 12 SAE GRADES •' j LONGER THAN 4• PROVIDE (5) SHEET METAL SCREWS / PITCHES MIN. PAST THREAD PLANE FOR EACH SMS, TYP. .el FOR CUPS #• LANG 0.072' OR 0.113' •' ' m UTILIZE (4)-#12 SHEET THICK ASTM A283 METAL $CREW$ FOR STEEL NP, TYP. 6 NPS LONGER THAN 1-, BASE OF UNIT SMALL(1) OR (2)ANCHORS _ S N TW. BE FLUSH wRM BASE 3/8// PER ANCHOR • ry f OF NP, NO SPACE '' /% SCHEDULE PERMITTED, TYP. ._.:: a E, S:'0 HOLES, NOT TO % / % : , , •" I !} BE USED FOR j % :.//: 1 SUBSTRATE PER q 1ANCHORS, TYP. ' / / ANCHOR ] SCHEDULE VARIES) 0.75• Ov 2" TIE-DOWN CLIP 0.50, 4 ANCHOR DETAIL Sp, 0.50• 3 3' - 1'-0' DETAIL 07rRORrrINIIITpMImO E FACToaY-MILLED y'0 HOLES: y'a,T • . NP IS DESIGNED FOR FULL 15-2378 UTILIZE (1) OR (2) ANCHORS O.t • ,d0 CONTACT WITH THE BASE OF EACH 7 FROM 2' CUP ANCHOR MECHANICAL UNIT, TYP. FAG# ocsaumoM, SCHEDULE. TYP, 0.50• 21 2" CLIP ISOMETRIC DETAIL [5 L 3 N.T.S. ISOMETRIC 1 Cl ALLOWABLE INSTALLATION ROOF HEIGHT TIE -DOWN CONFIGURATION TYPE C2 tl I1 Cd MAXIMUM SURFACE AREA OF Mrs LARGEST FACE UNIT HEIGHT UNIT WIDTH 6 M 2d In 121n AT GRADE s 200 R s BO FT s 200 FT F K l IENNuIpp, r.E. 321n 15In N/A z 160 R H s 1S FT z 200 FF aM I IB'MAY 2a'M1N SBO FT I S200R S200R 5200 FT B M AT GRADE s 200 R s 200 FT s 200 FT 9 5200 FT LZ M N/A S 100 FT AT GRADE S 200 FT 36 M N/A H S l5 FT AT GRADE S 200 FT 20 M MAX aB' MIN N/A H S 30 FT AT GRADE S 200 FT 25 M N/A AT GRADE ATGRADE 30 M N/A AT GRADE N/A AT GRADE 5120 FT N/A AT GRADE N/A H S 30 FT Si No NEO aGS•+ Q TABLE 5 : Vult=140 MPH, EXPOSURE B TABLE 6 : Vult=140 MPH, EXPOSURE C FOR USE WITH A RISK CATEGORY II STRUCTURE) FOR USE WITH A RISK CATEGORY II STRUCTURE) u 1' pi o„ I9 j_ W of = ALLOWABLE INSTALLATION ROOF HEIGHT 11"fW Oyu = a0 TIE•OOWN CONFIGURATION TYPE I c; YWWMAXIMUM SURFACE AREA Of UNIT UNIT f$ 0to a uI dIGQ = Cl C2 tl Cd ZX pm UNIT'S LARGEST HEIGHT WIDTH W W goFACE i I QyGpu 2d In 121n I HSLS FT S200 FT s200 FT SIOO FT N RL -W 9 h' 32 In IS In AT GRADE 5 200 fT 60 fT z 200 FT ul .. 4 W a h' B s 200 R z 200 FT s 200 FT s 200 FT G h'___. H5a0 F7 _ 5200 FT 5200 FT 5200 FT R h' d0' MAX 21• MIN AT GRADE 5 200 FT S 120 FT s 200 FT 12 M AT GRADE s 200 FT H S d0 FT s I00 FT U a 16 h' py N/A SBO FT H515 FT 52008 ZI20M S NIA S 100 FT N S 15 FT S 200 FT 2S h' _ MAX d6' MIN N/A H5a0FT ATGRAOf 5200 FT J 7 J 70 h' N/A I 7 HSIS FT AT GRADE 52008 AT GRADE Z ceZi o < W Q m Z AP n i n Wok7 j r O a E a We TABLE 7 : Vult=140 MPH, EXPOSURE 0 umFORUSEWITHARISKCATEGORY11STRUCTURE) a„'"_ 1 33 orrmn nwwt pwmorF 15-2378 SCALE, N I s race ofsaumoN: E 5A$ AN EXAMPLE. THESE TABLES ARE PERMISSIBLE TO BE USED WITHIN BREVARO COUNTY. CHECK WITH LOCAL AUTHORITY HAVING JURISDICTION R FOR THE APPLICABILITY OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES. 7 C•V` C J Cl ALLOWABLE INSTALLATION ROOF HEIGHT TIE -DOWN CONFIGURATION TYPE C2 tl I1 Cd MAXIMUM SURFACE AREA OF Mrs LARGEST FACE UNIT HEIGHT UNIT WIDTH 6 M 2d In 121n AT GRADE s 200 R s BO FT s 200 FT 9 h' 321n 15In N/A z 160 R H s 1S FT z 200 FF aM I IB'MAY 2a'M1N SBO FT I S200R S200R 5200 FT B M AT GRADE s 200 R s 200 FT s 200 FT 9M AT GRADE 5200 FT HS10 FT 5200 FT LZ M N/A S 100 FT AT GRADE S 200 FT 36 M N/A H S l5 FT AT GRADE S 200 FT 20 M MAX aB' MIN N/A H S 30 FT AT GRADE S 200 FT 25 M N/A AT GRADE ATGRADE s 200 FT 30 M N/A AT GRADE N/A AT GRADE 5120 FT Cl ALLOWABLE INSTALLATION ROOF HEIGHT TIE -DOWN CONFIGURATION TYPE C2 tl I1 Cd MAXIMUM SURFACE AREA OF Mrs LARGEST FACE UNIT HEIGHT UNIT WIDTH 6 M 2d In 121n AT GRADE s 200 R s BO FT s 200 FT 9 h' 321n 15In N/A z 160 R H s 1S FT z 200 FF aM I IB'MAY 2a'M1N SBO FT I S200R S200R 5200 FT B M AT GRADE s 200 R s 200 FT s 200 FT 9M AT GRADE 5200 FT HS10 FT 5200 FT LZ M N/A S 100 FT AT GRADE S 200 FT 36 M N/A H S l5 FT AT GRADE S 200 FT 20 M MAX aB' MIN N/A H S 30 FT AT GRADE S 200 FT 25 M N/A AT GRADE ATGRADE s 200 FT 30 M N/A AT GRADE N/A S BO FT 36 M N/A AT GRADE N/A H S 30 FT Cl AVOWABLE INSTALLATION ROOF HEIGHT TIE -DOWN CONFIGURATION TYPE Q tl Ca MAXIMUM SURfACEARfAOF UNIT UNRi LARGEST HEIGHT TACE UNIT WIDTH 21 In 12 In I N/A s 200 FT H z 30 FT s 200 R i 321n I IS In I N/A s 100 FT AT GRADE S 200 fT a h' 6111 9 M 12 h' 16 h' I 1 a0' MAX I 2a• MIN s 200 FT z 200 FT 5 200 FT AT GRADE s 200 R z 200 FTGEE S 200 F1 N/A z 200 R N S IS FT S 200 FT N/A N S a0 R AT GRADE z 200 FT N/A AT GRADE N/A S 200 R I 20 M 2SM MAX ad' MIN N/A AT GRADE AT GRADE S 200 R N/A AT GRADE N/A 5120 FT 30 h' 36 h' N/A N/A N/A H S a0 R N/A N/A N/A AT GMDE s CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ 4 //wl //' 690 Job Address:,f_6 /lerL.0se /,a a Historic District: Yes No Parcel ID: / 9' li`x eu'Q a Residential 9 Commercial Type of Work: New 9 Addition Alteration Repair Demo Change of Use Move Description of Work: NEW RESIDENTIAL PLUMBING Plan Review Contact Person: Phone: Fax: Email: Property Owner Information Name /o.l Y37ii`_5 ASL Phone: Title: Street: Resident of property? : City, State Zip: Contractor Information Name NORTHWEST PLUMBING OF ORLANDO Phone: (770) 941-5421 x 2011y A_ 6310 MABLETON PARKWAY, SUITE 1000 Fax: (770) 941-9522 City, State Zip: MABLETON, GA 30126 State License No.: CFC 1426562 Name: Street: City, St, Zip: Bonding Company: Address: Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 10.5.3 Shall be Inscribed with the date of application and the code In effect as of that date: S1° Editioo (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. i'he 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 he done in compliance with all applicable laws regulating construction and zoning. Signature of owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID 111 6 - V—/,Y Signature f"7" gantr (V^ Mr TONY MAHAFFEY Pr' Contractor/Agen ' . a e uuO / V Signature of tary-State of Florida Rate Contractor/Agent is V Produced ID Tyl BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[:) Gas[] Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: Fire Alarm Permit: Yes No WASTE WATER: FIRE: BUILDING: Revised: June 30. 2015 Pormit Application CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Ito)— j8' Documented Construction Value: S 1-0200 c1c) Job Address: .553[jK_5.. Parcel TD Historic District: Yes \o Residential 01-'Comulercial Plan Review Contact Person: Phone: Fax: Email: Property Owner Information Nalne n cp 4caS "71L Phone: Street: City, State Zip: Title: Resident of property? Contractor Information Phone: Street: V''tel k/ Fax: City. State Zip: lcI"r1 / / I State License \o. Nanic Street: City. St. Zip: Ponding Conipany: address: Architect/Engineer Information Phone: Fax: E-mail: _ 3tlort,a e Lender: address: VA R.N NG TO OWNER: YOUR I'.all-URE TO RECORD A NOTICE OF CWIMENCEMENT MAY RESULT IN YOUR PAYING 'r\VICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF CWL\1ENCENIENT MUST BE RECORDED A\;D POSTE• D ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBT.vu FINANCING, CONSULT WITH YOUR LENDER OR AN ATTOR-NEY BEFORE RECORDING YOUR NOTICE OF COMM ENCENI ENT. i+F!!Citilon 1> hertb made t. obmn a I':-.i.I;; to do the \\Orn an'cl li:;i»li^-tlo:ns %s II IC_:c.1. I c: i:\' ihat no \ C•ri or li): i21 »iloii 1i:!s Prior 10 Ili: 1a!!?ai2 of2 P,rniii »!)d iii_i all worn \C111 Eye peri0rrne.'• iJ i — et sia:-&7d: of all la*,,,; re_':!»;M2 Co:ts:%1Ci!0i) n 011.4: I understand that a separate permit must be secured for electrical Murk, plumbing. signs. pools. furnaces. boilers, heaters; tanks. and air conditioners. etc. rpc 105.3 Shall bi• inscribed %%ith tht dale of application and the code in rff:•ct as to' that date: 5' Edition [2614) rlurida Building Code NOTICE: In addition to the requirements of this permit. there may be additional restrictions applicable to this properry that may be found in the public records of this counry. and there mai• be additional pernuts required from other governmental entities such as xvater management districts, state agencies. or federal agencies. acceptance of permit is verification that I gill notify the wwrwr of the propery of the requirements of Florida Lien Law. FS i 1=. 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 n 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 cmured based on the current ICC Valuation Table in effect at the time the permit is issued; in accordance with local ordinance. Should calculated charces fimtred off the executed contract exceed the actual constrtcrior. value. credit will be applied to your permit fees when the permit is issued. O\N"\ER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work- Nvill be done in compliance with all applicable laws re;ulating construction+o.ning. e: atw: ofG:%:r:r Ae:nt in; Agra -,'s \ane D2-.- in; i;a-azwe of No;ar.••5;_;e of Fixida D_;e Owner/Arent is Personally Known to Me or Produced ID Type of 1D C0t1kt1'3c10r'.zgen1is I Personslly Known to ale or Produced ID Typ: of ID BELOW IS FOR OFFICE USE O- L17 Permits Required: Building Electrical "01chanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Totfl Sq Ft of Bldg: Min. Occupancy Load: _ of Stories: New Construction: Electric - _ of :imps Plumbing - _ of Fixtures Fire Sprinkler Permit: )'es[:] \o = of1-1.^ds Fire Alarm Permit: Yes \o APPROVALS: ZONf\G: u'f1LITLES: WASTE WATER- ENGINEE-RI\G: FlJPE: BL;ILDI\G: COMME\TS: D'C7la ECEIVE JUL 3 0 2018 CITY OF SANFORD BUIL•DING,:& PIRE PREVENTION P:ERMIT••APPLICATION Application No: Yf ocumoenited Construction Value: S Job Address:.. 14 Historic District: Yes No Parcel ID: ResideirtiaQ Commercial u. Type of Work: New • Addition 0 Alteration' 1 Repair El -Demo Change of Use Move Description of Work:ysla til Oo-wap, la e- 1 iakG iL Plan Review Contact Person: Title: Phone: Lk1-S'W(5ao0d Fax:4-1-333-385.3 Email: f I- I,C('1l yV. Cern rn Property Owner Information Name T()I ar ` J V1 Phone: Street: 7^ % Resident of property? City, state zip: L 3- 11-(3 t I - - Nu q6.ad _ Co ritra tor Information Name l- _`. ,phone: `-t 7- 6 J - Street: GJ3 tSec i't Fax: L10 -7-Z:. 53 City, State Zip:Sar--State License No.: Name: Street: Architect/Engineer Information Phone: Fax: City, St, Zip: E-mail: Bonding Company: Address: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE 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: 5i° Edition (2014) Florida Building Code O Revised: lune 30, 2015 Permit Application ` NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actue7 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 aU of the foregoing information is accurate at work will be done in compliance with Ill applicable -U. ws regulating construction and zo -- Signature of Owner/Agent Date Print Owner/Agent's Name signature -of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID of ContractodAgcrnt IContractor/Ant- s Name Signature of No ry-State of Florida Dau i" LN%, CHERYL D AKERS MY COMMISSION p FF998982 oP'' EXPIRES June 05, 2020W No7 j t53 FIM43ftowySermexam Contractor/Agent is _Personally Known to.Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: COMMENTS: Plumbing - # of Fixtures Fire Alarm Permit: Yes No UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: Rcviscd.June39.ZOIS _ --- -- -- _ - -------_—•--------_—_Cermit.Applieation.---- IW l..l/p\SIKL•a1 w4 NYI well. it- p(I•.w MfN p pMNG• frieftpm S/lf/IDlt U_ IeWt YwT SL ouf b 9A Cl. p,t Dlw . ... •i.. ..... Itl1ItAwY. atatl.Arrt ont o.aa Via.. n., t--YiY.1 wl.ro4r.••.y I..r•W> ...w a..r i... Jf, Wlllil WYe .w.t •.I. 11• II01 r.•.r.M'mm, Isoul"ll ..•NI.atM rlJwl ll r.. •.. LAI pM !za, lDl IS.•Mr•M MLMI IS•.r-• M MUM -+r . Poleul, 146J. WAsot snt tar ttpaQ MW iMllsmr . atNr1.41pwa wasooptyta.w, I.MIpIOA t•d.rlWtpl. I.I.. Ntt. rw.11I.+ - Yr.pp7lP.r tmr 1....rr•• tom. a•N.4rI sPP 11-~ f66p1. 6r\l.lw MYY. Costs. bwMNMOr W.AIN..IF YIwNO AP•Ww!Yr-.1Y-IOM r 1.Al p.ftl. 1.ar•I.>wwfrw ljf)11 Ir.. Ns use, PRM loos IIIc so WM 11K 1116 YIW 111:M I.1af. 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M•IN Iw sm. t1Yw MYI N1w11Gal wows vafmkI'"- 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 . . . . . 18-00001811 Date 7/30/18 Property Address . . . . . . 536 RED ROSE LN Parcel Number . . 21.19.30.510-0000-2210 Application description . . . NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Permit . . . . . . MECHANICAL - NEW RESIDENTIAL Additional desc . . Phone Access Code 1067107 Permit pin number 1067107 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 . . . . . 18-00001811 Date 7/30/18 Application pin number . . . 194884 Property Address . . . . . . 536 RED ROSE LN Parcel Number . . 21.19.30.510-0000-2210 Application type description NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Application valuation . . . . 401974 Application desc NOC ON FILE Owner Contractor TAYLOR MORRISON TAYLOR MORRISON 2600 LAKE LUCINE DR STE 350 MAITLAND FL 32751 407) 489-1475 Structure Information 000 000 ---------------------- Construction Type . . . . . VB Occupancy Type . . . . . . RESIDENTIAL USE GROUP Flood Zone NONE Other struct info . . . . . ELEC - # AMPS 150.00 PLUMBING FIXTURES 23.00 NUMBER OF STORIES 2.00 SQUARE FOOTAGE 3665.00 Permit . . . . . . MECHANICAL - NEW RESIDENTIAL Additional desc . Phone Access Code 1067107 Permit pin number 1067107 Sub Contractor DEL AIR HEATING A/C & REFRIGER Permit Fee . . . . 110.00 Issue Date . . . . 7/30/18 Valuation . . 8496 Expiration Date . . 1/26/19 Qty Unit Charge Per Extension BASE FEE 110.00 Special Notes and Comments All projects within the City shall use WastePro for debris removal. Please contact WastePro at 407.774.0800. Normal hours for inspections are from 7:30 through 4:30 Monday through Thursday. Please be aware you must contact the Building Official to schedule a Friday or after hours inspection. This is required since not every inspector is licensed to do every type inspection. Communication is the key, so please contact the Building Official if you have any questions at 407.688.5058 or at dave.aldrich®sanfordfl.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 1431.00 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. UES Project No: 0110.1401008.0000UNIVERSALWorkorderNo: 9386560-1 ENGINEERING SCIENCES Report Date: 6/22/2018 Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Construction Materials Testing • Threefold Inspection Building Inspection • Plan Review • Building Code Administration 3532 Maggie Blvd Orlando, 32811 • P: 407.423.0504 • F: 407.423.3106 In -Place Density Test Report Client: UFSechnician: Christian Acevedo 2600 Lake Lucien Drive Suite QseLotsMaitland, FL 32751 0Date Tested: 06/22/2018 Project: Thornbrooke 40s 8 50s, SF Hra L Area Tested: L# 221- 536 Red Rose Lane Type of Test: Material: Fill Field: ASTM D-2937 Drive Cylinder Method Reference Datum: 0 = Top of Fill Laboratory: ASTM D1557 Modified Proctor The tests below meet the minimum 95% relative soil compaction requirement of Laboratory Proctor maximum dry density. Test No. Location of Test Range aximum Density per ptimum Moistjre I%) Field Dry Density per Field Moisture u) Soil Compaction I`%) Fill Depth- inch) Pass or Fail 1 Northwest Corner of Pad 0-1 ft 105.4 11.8 103.3 7.8 98 N/A Pas: 2 Northeast Corner of Pad 1-2 ft 105.4 11.8 103.9 8.3 99 N/A Pas: 3 Southwest Corner of Pad 1-2 ft 105.4 11.8 104.8 8.7 99 N/A Pas: 4 Southeast Corner of Pad 1-2 ft 105.4 11.8 107.1 8.5 102 N/A Pas: 5 Center of Pad 2-3 ft 105.4 11.8 105.5 9.2 100 N/A Pas: Remarks: At the time of testing the footers were not yet excavated.All the IPDS were performed in the interior Perimeter of Pad. Tn nnlnAl:aA n ..+../rr al nnn/nn/inn /n I /nb.n.wnl•w n/:nn/.. /An O..hlin -4 --h— .ill . _4 — m.h...iH.al nn ni ^n '6-# -4 m.//.n4-6— DESCRIPTION AS FURNISHED: Lot 221, THORNBROOKE PHASE 4, as recorded in Plat Book.. 81, Pages 70 thru 71, Public Records of Seminole County, Florida. - = BOUNDARY FOR/CERTIFIED TO: Srinivas Rao Basavanboil and Ashwini Perminki Krishna Roo; Inspired Title Services, LLC; First American Title Insurance Company; Taylor Morrison Home Funding 30' UNNAMED PLATTED ROAD FLORIDA LAND & COLONIZATION COMPANY LIMITED W. BEARDALL'S MAP OF JOSEPHS (PLAT BOOK 1, PAGE 114) S 00°12'21 " E REC. 1 D. 1 R 40.00" REC. 1/2• I.R. NO I.D. LOT GRADING TYPE A PROPOSED F.F. PER PLANS a 23.0' } PROPOSED GRADE PER CONSTRUCTION PLAN ++ CRU,SE.MffErER-SCOTT E7G ASSOC, INC. - LAND SURVEYORS LEGEND - LANDSCAPE, WALL k FENCE ESMT. mss• PDL • POINT ON LINE 5400 E. COLONIAL DR. ORLANDO, Fl. 32807 (407)-277-3232 FAX (407)-658-1436 F • ; LAT IYP. • TYPICAL 9.2_0' 19.20' PRL • POINT or RCVCRSC CURVATURE 1, THE UHDOK/ONED DOES HOtESY CERTIFY ANT THIS SURVEY MEETS THE STANOWOS OF PRACTICE SET FORTH BY THE FLORIDA GOARO OFIR •IRON ROD CA CONCRCTC NQRINENI P.CL POINT or CCDiO11N0 CLwVATURC RAO RADIAL PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER SJ -17 FLORIDA ADUW57RAME CODE PURSUANT TO SECTION •72.027. FLORIDA STATUES SCT LR. • IR •/DED 4396 NR NON -RADIAL LOT 2921 RCC. RE D POINT orPAD • POINT OF DCOOCE CAV. EOMT CALCULANESSTEDCALL. • CALCULATED OR __ THAT AIFFTICT THIS 0•:. POINT Or CD01O1CCNCNI RX • ERNA1Oli REFERENCE IpNUNCM 4. NO UNDERGROUND 1MPAOYEHCHTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. 11 • CEMCRLI C WD'• r7. • rINISICD ROOK CLCVATIW 8. THIS SURVEY IS PREPARED FOR THE SOLE NNUTT OF THOSE CERTIFIED TO AND SHOULD HOT BE RCVCD UPON BI' ANY 0/NC9 ENTITY. RAIL L DISK R/" RIGHT-Or-VAY RSL BUILDING SETDApt LINE DJl • 0 DIMENSIONS SHORN FOR MC L=170N OF WPROYt7 OM HEREON SHOULD NOT DE USED TO RECONSTRUCT BOUNDARY UNCS ESA I • CASEMENT 5.00' ORA 14. DRAINAGE AC PAD B. EIEVAl10N$ IF SHOWN. ARE BISED ON 94T141NL GEODETIC 041VY Or 1020• UNLESS OTHERWISE NOTED. UTV.. • VT•LITY CLFI'.. CHAIN LINK rCICC C. VDFVOOD FENCE D. CERTIFICATE OF AUTHORIZATION No. 4508. C/D • CONCRETE LDCK- P.C. • POINT OF CURVATURE 14.3' 15.7' P.T.• POINT Or TANGCNCY CGSC. DESCRIPTION CERTIFlED BY: MTE ORDER No. of CONE. of e POT PUN 04-05-18 2095-181Ci TM C CHORD 5.00' CHORD DOMING 14.3 LOT 220 LOT 222 h TWO STORY h RESIDENCE F.F.=23.02' O L` O 0 e h ti CO to 5.0' hry 5.00' COV'D. BRICK BRICK WALK 5.00' 21'3' 16' BRICK 25.20 DR. 25.16' p 0.7' 0 10' UTIL. ESMT. 0.6' 0 Oq 106.75_- A' _ SET N&O 4596 5' CONC. WALK ET N D P.C. B -B-) N 00°14 55 " W 40.00" 01-11/ 9 k RED ROSE LANE PROPOSED - FINISHED SPOT GRADE ELEVATION 50' R/W TRACT I PER DRAINAGE PLANS PROPOSED DRAINAGE FLOW BUILDING SETBACKS: LOT GRADING TYPE A PROPOSED F.F. PER PLANS a 23.0' } PROPOSED GRADE PER CONSTRUCTION PLAN ++ FRONT = 25' REAR 15' SIDE = 5.0' SIDE CORNER - 10' CRU,SE.MffErER-SCOTT E7G ASSOC, INC. - LAND SURVEYORS LEGEND - LEGEND - P . LAT PDL • POINT ON LINE 5400 E. COLONIAL DR. ORLANDO, Fl. 32807 (407)-277-3232 FAX (407)-658-1436 F • ; LAT IYP. • TYPICAL NOTES: I.P. • IRON IPC PRL • POINT or RCVCRSC CURVATURE 1, THE UHDOK/ONED DOES HOtESY CERTIFY ANT THIS SURVEY MEETS THE STANOWOS OF PRACTICE SET FORTH BY THE FLORIDA GOARO OFIR •IRON ROD CA CONCRCTC NQRINENI P.CL POINT or CCDiO11N0 CLwVATURC RAO RADIAL PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER SJ -17 FLORIDA ADUW57RAME CODE PURSUANT TO SECTION •72.027. FLORIDA STATUES SCT LR. • IR •/DED 4396 NR NON -RADIAL 2, UNLESS 019OSSED WIN SURVEYOR'S SIGNLTVRE AND ORIGINAL RAISED SEAL THIS SURVEY INP OR COPIES ARE N R :A:1D. RCC. RE D J. THIS SURVEY WAS PREPARED FROM TAIL INMRIl4TION FURNISHED TO THE SURVEYOR. THERC MAY BE OTHER RaN711•nONS POINT orPAD • POINT OF DCOOCE CAV. EOMT CALCULANESSTEDCALL. • CALCULATED OR __ THAT AIFFTICT THIS 0•:. POINT Or CD01O1CCNCNI RX • ERNA1Oli REFERENCE IpNUNCM 4. NO UNDERGROUND 1MPAOYEHCHTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. 11 • CEMCRLI C WD'• r7. • rINISICD ROOK CLCVATIW 8. THIS SURVEY IS PREPARED FOR THE SOLE NNUTT OF THOSE CERTIFIED TO AND SHOULD HOT BE RCVCD UPON BI' ANY 0/NC9 ENTITY. RAIL L DISK R/" RIGHT-Or-VAY RSL BUILDING SETDApt LINE DJl • 0 DIMENSIONS SHORN FOR MC L=170N OF WPROYt7 OM HEREON SHOULD NOT DE USED TO RECONSTRUCT BOUNDARY UNCS ESA I • CASEMENT BASEDJI. •MSC DCARI/IG 7. BEARINGS ARE BASED ASSUMED DAARI AND ON THE UNE SHOWN AS RISE BEARING (B.B.) ORA 14. DRAINAGE B. EIEVAl10N$ IF SHOWN. ARE BISED ON 94T141NL GEODETIC 041VY Or 1020• UNLESS OTHERWISE NOTED. UTV.. • VT•LITY CLFI'.. CHAIN LINK rCICC C. VDFVOOD FENCE D. CERTIFICATE OF AUTHORIZATION No. 4508. C/D • CONCRETE LDCK- P.C. • POINT OF CURVATURE SCALE V-- 1'. 20 --------- DRAWN BY: •r• P.T.• POINT Or TANGCNCY CGSC. DESCRIPTION CERTIFlED BY: MTE ORDER No. RADIUSR. e POT PUN 04-05-18 2095-181Ci TM C CHORD FORMBOARD FOUNDATION/ELEVS. 06-20-2018 4048-18 CHORD DOMING RNAVELF.VS. 11-10-2018 7447-18 NORTH THIS BUILDING/PROPERTY DOES NOT UE WUNIN THE ESTABUSHEO 100 YEAR FLOOD PLANE AS PER FIRM' ZONE 'X' MAP / 12117C 0055 F TOM X. GRUSENMEYER, R.L:,. i 4714 JAMES W. SCOTT, R.LS / 4801 Di- '• 7[PTION AS FURNISHED: Lot 221, THORNBROOKE PHASE 4, as recorded in Plat Book 81, Pages 7n 11'ri, _71. Public Records of Seminole County, Florida. BOUNDARY FOR/CERTIFIED TO: Taylor Morrison of Florida, Inc. 30' UNNAMED PLATTED ROAD FLORIDA LAND LIC COLONIZATION COMPANY LIMITED W. BEARDALL'S MAP OF JOSEPHS (PLAT BOOK 1, PAGE 114) S 00°12'21 " E 40.00' AJD I 10' LANDSCAPE, 9' WALL & FENCE ESMT. t 9.20' _ _ _ _ _ _ 19.20=- LOT 221 ryry. 5.00' --- ` 14.3 15.7' of li, 5.00' 14.3' LOT 220 n ivh a 5.00' FORMBOARD FOUNDATION TOP OF FORMS a 23.02' toto 5.0' hry 0 Oi 21.3' 25.20' 25.18' 10' UTIL. ESMT. B.B.) N 00°14 "55" fir 4 0.00' RED ROSE 5 Qp5Fv 50' R/W TRACT I O Q PROPOSED = FINISHED SPOT GRADE ELEVATION ryp60y1 PER DRAINAGE PLANS GQ` ter\ PROPOSED DRAINAGE FLOW BUILDING SETBACKS: tor GRADING TYPE. A FRONT a 25' PI{nPOSCO F.F. PER PIANS 2J.0' ++ REAR 15' SIDE = 5.0' PROPOSED GRADE PER CONSTRUCTION PLAN ++ SIDE CORNER a 10' z7- 51, 5 5.00' LOT 222 Iry - - 106.75_ - A ON LO7 AR -A1 C%dta.1L 41u rJ; . Llrlrlr: _ , LA NE tip 0 OQ- ENIR.1 - AILS'SOC , INC. - -LAND SI, O.T'I. IAN•11 - F11:ELZf 5400 E. COLONIAL DR. ORLANDO. FL. 32807 (407)-277-3232 FAX (407)-658-1436 11 avrI4AY - 4LI,i A/C rap = 18 ' WALKWAY = 7;• !.;1 0.11"ERVIOU5- 5,, n 2.e:.5 S•: -• SOP IRU. ROD OrTLCiARL/i- ;at_I U%aYv:•.'. R/W = 46(, "C: ' AIIRON - 128 SIDEWALK - r, - SOO NCCPDP. I..I VP. CALL I1ROPr):;t 0 INF-OIi,k4Av7JN SHl i!:'N APFA VASCO ON SUPPLIED PLAN 0MVE'WAY ,,j; ! AND/OR INS1ROCrION i PEA SIDF_W.LK = ?%; r,LIENI NOI MELD VCRIrIEV SOO - :3r,-, S.r: CFStis' ;NjjfE1 I L'1? -SCOTT AILS'SOC , INC. - -LAND SI, O.T'I. LCGC-D - LCGCHD - 5400 E. COLONIAL DR. ORLANDO. FL. 32807 (407)-277-3232 FAX (407)-658-1436 PLAY PUL. P0114T ON LINE N07CSri I.P.. rICLDIRO. Pipe TTP. PRC. TYPICALPOINTW REVERS[ CURVATURE r, ME UNDERSIGNED GOES HEREBY C[RRri' TINT INNS SURVEY NCCTS THE STANDARDS Or PRACTICE SE't FORTH By THE RO r, 0 BDWO.OfPLOR/W AOMWISTRATNC CODE PURSUANT fp SECTION 1720:7, /LOR/M 57A71/F] I V IRU. ROD P,C.E. RAD. vDINi Or COPOUND CURVATURE RADIAL PROFESSIONAL. SURVEYORS AND MAPPERS W CHAPTER S/-17 2. UNLESS EMBOSSED WIT/1 SURVEYOR'S S16NATURC AND ORIGINAL RAISED SCAL YIDS SURVEY MAP OR COPIES ARE NOT VAUD. Cxrl I.v. CWICPCiC MpA1MCN7 1F2' IF. ./OLD AS96 NR. IAN -RADIAL 3 17115 SURVCY WAS PREPARED PROM TIRE PIMPALATION rUNN1SHED TO THE SURVEYOR. OIERC MAY Be DRIER RE..TNC110NS NCCPDP. RLCUVCRCD YDUII Or DCGINNINO VP. CALL V17NCSS PDUIi CALCULAICD OR ritfCMEFIIS ILMI AF:CCT /H15 PROPERTY. A, NO UNDERGROUND lMPROK.VCNiS HAVE BCM LOUTED UNLESS OtHCRMSf. SHOWN, P.71 C. PnINI 11r CORNCM:CKTNT PRM pCRMANCHT REPCRrl/CC MIDNMCNT rIH1SNCD FLOOR [LCVAl10N S. THIS SURVEY IS P/!f9ARCD •FOR RIC SOLE BENEFIT Or THOSE CERTIFIED rO AND SHOULD NOT DE REUEO UPON UV ANY OTHER ENI1rY V CCIII CRLIItl. rr. DSL. DUILDINO SETDACK UNC B. DIMENSIONS SHOWN FOR 7NL LCGRON Or IMPROVCMENIS HEREON SHOULD NOT Be USED TO RCCONSR7UCT BIR/NOWT lWl ti. NADV/V NAIL L DIST. PITA11-Dr-VAT Dx DCHCIRIARK 7 BEARINGS. ARE BASCO ASSUMED DATUM AND ON THE LWC SHOWN AS 815E BdRWG (0 B.) ESMT. CASEMCMT D.D. ASC DEARIMO B. CLEVA710NS. Ir SHOWµARC BASED ON 94WMAL OEOOE/IC BATVM Or 1029, UNLESS OT/IERNTSr NOTED. DRAIN. DRAIMADC D CEMTFIOA/C Or AUTHOIRZAnoN NO. 4300. U111. CL rC. CIIUTILITY AIN LINK FENCE V( Dr VRnn rENCC 1• ••• SCALE 20 OW1WN LTY: C/DPr, CUNCRCTC DLUCY VDINT Or CURVA7URC LATE OHOEA' NO r 1. P01141 OF YAA•GCNCY CCRTIFIED DY: nr}( U[SCRIYTION RAp1Ui POT PLAN 04-05-16 2095_IB pL nPUffNGTM FORA(DOARO rOUNDATION/ELEVS. 06-20-2018 4O A-IA Cr.R CIL Cr BRD RrnRN1G NORTH THIS SUILOWG/PROPERTY DOES.NOT UE WIMIN - - -'-S' 7F/E ESTABLISHED 100 YCAR FLOOD PLANE AS PER -FIRM- TOAI ,RUSENM ER, R.L.S. / 4714 ZONE x- MAP/ 12117C OOS5 F. JAME SCOTT R.L.S / 4801 1 • No When Buildings Talk. We Mien. FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: Re -e ZZ I Builder Name:-rcLy la Apt-ri5- Street: 9,;(0 Ra e0se , Permit Office: `` City, State, Zip: o,ra' *;- Permit Number: 18- 01 1 Design Location: 104..00 lc, Jurisdiction: Square Feet: 3000 Conditioned Volume: 27 99a Envelope Leakage Test Results Single Point Test Data: HOUSE PRESSURE: Sa FLOW: Leakage Characteristics CFM (50): 2q 2.% Pass MFa ACH(50): 567— R402.4.1.2 67 - R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2 ... Testing shall be conducted with a blower door at a pressure of 0.2 inches 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. 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or otherinfiltrationcontrolmeasures; 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; and 6. Supply and return registers, if installed at the time of the test, shall be fully open 6 y /s(V I herebr that performults Floridaode I section2. above envelope leakage rostrate cliance with AO-nrs-in ardahce with SIGNATURE: PRINTED NAME: ar t DATE: Where required by the code official, testing shall be conducted by an approved third -party. A written report of the test results shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: i Ift Florida Buildinq Code Duct Leakaqe Results Builder: d— Neighborhood: -FLO-r C", 6noo iL Lot M ZZI Address: 5 3 p Red K*e— Lyx City: State: L Permit M Square Footage KME Duct Leakage Test Results: Duct Leakage percent requirement: 3 % Systemy CFM25 Square Footage Duct Leakage CFM/100s ft. Location Pass or Fail 5$• eta U 2 3 4 5 Pass Fail Rating Company: SkyeTece Inspection Date: / l7 Rater Name: l Rater Signature: 6 ' 7 l y $' ok me" The Energy Code Experts 9570 Regency Square Blvd. Suite 410 Jacksonville, FL 32225 Phone: 904.482.4000 1 1.866.SKYETEC www.SkyeTec.com CITY OF SANFORD 1 BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ fin_ % D Job Address:,62. 1 / o orQ' _ 106e /,a9U2 .40"4__a4_1 111storic District: Yes N'o Parcel D): /!7 '//y u." Residential Et Commercial ell Type of Work: New 9 Addition Alteration Repair Demo Change of Use Move Description of Work: NEIN RESIDENTIAL PLUMBING Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Informatlon Name „f/o 1 1'hout; Street: Resident of property?; City, State Zip: Contractor Information Name NORTHWEST PLUMBING OF ORLANDO Phone: (770) 941-6421 x 20;8 9 Street: 6310 MABLETON PARKWAY, SUITE 1000 Fax: (770) 941-9622 City, State Zip; MABLETON, GA 30126 State License No.: CFC1426662 Architect/Engineer Information Name: Phone: Street: City, St, Zip: Bonding Company: Address: 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 Li horoby made to obtain a permit to do the work and installations as indicated. I oertify that no work or installation has commenced prior to the Issuance of n permit and that all work will be per.ormod to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit most be secured for electrical work, plumbing, signs, wells, pools, furnaces, bollers, heaters, teaks, and air conditioners, etc. FDC 105.7 Stall be Inscribed with the date of application and the code In effect us of that date: 5111 Edition (2014) Florida Building Code MOW: Juno 30, 2015 Ponnit Appiloadon 13 DC:}i: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state ageneios, or federal agonies. Acceptance of permit is vorilioation 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 suhmlttal. 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 loonl ordinance.. Should calculated charges figured off the executed contract exceed the sotual construction value, credit will be applied to your pormit foes when the permit is issued. OW'NER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will he done in compliance with all applicable laws regulating construction and zoning. Signature of Dwmr/Agent Det* Frin: OwnerlAgent'r Tame Signature ofNotary -State of Flnrida We Owner/Agent is Personally Known to hie or Produced ID Type of ID 1 signature f Agent TONY MAHAFFEY Pr Contractor/Agan ' No e Signature or, tery•State of Florida TMe Contractor/Agent is Produced ID Tyl BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical ;Mechanical Plumbing[] Gas[] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No At of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: COMMENTS: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: Revised: June 30. 2015 Ponnit App:lcolion