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540 Red Rose Ln 18-2006COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 181 0004 BUILDING APPLICATION : 18-10000448 BUILDING PERMIT NUMBER: 18-10000448 DATE: May 07, 2018 UNIT ADDRESS: RED ROSE LANE 540 21-19-30-510-0000-2220 TRAFFIC 20NE: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: 540 RED ROSE LANE / THORNBROOKE PHASE 4 SFR FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS -ARTERIALS CO -WIDE ORD Single Family Housing 705.00 1.000 dwl unit ROADS -COLLECTORS 705.00 N/A Single Family Housing .00 1.000 dwl unit 00 FIRE RESCUE N/A LIBRARY CO -WIDE ORD 00 Single Family Housingg 54.00 1.000 dwl unit 54.00SCHQOLSCOWIDEORD Family Housing 51000.00 1.000 dwl unit 5,000.00PARKSgle 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 THE SEMINOLE COUNTY ROAD, 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 THAR CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE POP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE Parcel IDNumbei 21-gq.30SC)0000-AZO Prepared By Kim Carter and Taylor Morrison Homes Return To : 2600 Lake Lucien Drive, Suite 350 Maitland, FL 32751 NOTICE OF COMMENCEMENT. State of Florida. County of Seminole. GRANT MALOYP SEMINOLE COUNTY CLERK OF CIRCUIT COURT & COMPTROLLER BY. 9119 Ps 1868 (1P9s) CLERK'S AT 2018047092 RECORDED 05/ 01/2018 11:50:00 AM RECORDING FEES $ 10.00 RECORDED BY hdevore 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. I. Description of property : LOT ZZZ Legal Description : Thornbrooke Phase 4 according to the plat thereof, as recorded in Plat Book$ 1 PagJ0 -A of the public records of Seminole County, Addresses Florida. 540 J IC od Que /Qum J SanfordFL 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(i)(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: IZ4 ,04 n Asa Wright Taylor Morrison of Florida Inc. Sworn to and subscribed before me this by John Asa Wright who is personally known to me. Notary Public DA Clark My commission expires: 6/27/19 Serial No. FF 209108 ota ignature: AND - Verification pursuant to Section 92.525, Florida Statutes. Under penalties of perjury, 1 dec foregoing and that the facts stated in it are true to the best of my knowledge and belief. sNeavioo v CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION 2018 I ; 0 1 .Y, 1C Application No: Jo sa Q /— Documented Construction Value: S - 'l$ kos?. Job Address: 4Q QG1 /COSH LL(/iQ, Historic District: Yes No Parcel ID: 21=19-30- SIO-0000-222 0 Residential R Commercial Type of Work: New X Addition Alteration Repair Demo Change of Use Move Description of Work: NEW SINGLE FAMILY HOME - THORNEBROOK PHASE Z - LOT NUMBER: ZZZ Plan Review Contact Person: Daphne Clark Title: B re -.e11-n•- Fn n n amon n-- 11 • Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC 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 Phone: Street: 151 SOUTHHALL LANE # 200 City, State Zip: MAITLAND FL 32751 407-257-6940 Fax: State License No.: CBC1257462 Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: N/A Mortgage Lender: NIA Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 5t1 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. W, /-, = Z, /a, (, fgnature of owner/Agent DateZ-- TAYLOR MORRISON OF FLORIDA INC Print Owner/Agent's Name Signature of Nota of Florida Da EXPIRES' )M27.2019 Owner/Agent is YFt Personally Known to Me or Produced ID N/A Type of ID 1176 llr-- gn store of Contractor/Agent Date JOHN ASA WRIG T Print Contractor/Agent's Nam t' L Signature o otary-State of Florida O. a Da NN COIAt I FF 10108 June rtaa Contractor/Agent is YES Personally Known to Me or Produced ID NIA Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building 2 Electrical [3 Mechanical © Plumbing® Gas[] Roof Construction Type: Occupancy Use: t23 Flood Zone: x SEA Total Sq Ft of Bldg:_ ZG-I Z Min. Occupancy Load: t4 of Stories: -?- New Construction: Electric - # of Amps 1.540 Plumbing - # of Fixtures 21 Fire Sprinkler Permit: Yes No R # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: 6•111-19 UTILITIES: WASTE WATER: 01 ENGINEERING: "'lam 5-t"1- k% FIRE: BUILDING: e--,F COMMENTS: _ Ok to construct single family home with setbacks and impervious area shown on plan. off: t/a _ ,4 Revised: June 30. 2015 Permit Application CITY OF SANFORD BUILDING & FIRE PREVENTIONk4a, PERMIT APPLICATION Application No: I t-' ! Documented Construction Value: $ /ice 7/ Job Address: 34D 40/405f, Cane Historic District: Yes No Parcel ED: 21=49-30- SIO-0000-222 0 Residential [) Commercial Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move Description of Work: NEW SINGLE FAMILY HOME - THORNEBROOK PHASE 9 - LOT NUMBER: ZZZ Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: U =0FTIIT,T 01' - a V IM, Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC 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 Phone: Street: 151 SOUTHHALL LANE # 200 Fax: 407-257-6940 City, State Zip: MAITLAND FL 32751 State License No.: Architect/Engineer Information Name: Phone: Street: City, St, Zip: Bonding Company: N/A Address: Fax: E-mail: Mortgage Lender: N/A Address: CBC1257462 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. Signature of Nota of Florida Da D.A.0 gyQp1p S1 rAcKtFF209 O zy " VM t 6VIRSS: Jane 2l, Q019 9adedlM K° Owner/Agent is YFS Personally Known to Me or Produced ID N/A Type of ID w1126 Zfl Sidnatuffic of Contractor/Agent Date JOHN ASA WRIG T Print Contractor/Agent's Nam L Signature o otary-State of Florida 0.0.G1ANI IMLI a f!Ig Qll t FFl09fOB t "DORM.Jaae21 201 41 d Wj14TdNSAd'A°tbYs . Morn Contractor/Agent is YES Personally Known to Me or Produced ID WA 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: New Construction: Electric - # of Amps of Stories: Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: 4 4'-3a WASTEWATER: ENGINEERING: COMMENTS: FIRE: BUILDING: Revised: June 30. 2015 Permit Application SCPA Parcel View: 21-19-30-510-0000-2220 http://parceidetai i.scpafl.orgtParceiDetail lnfo.aspx?PI D=2119305100... Prone Record Card P E16 Parcel: 21-19-30-610-0000-2220 aer«aaoou rntwarra Property Address: 540 RED ROSE LN SANFORD, FL 32771 Information—_ --.- -- — Parcel 21-19-30-510-0000-2220 Owner(s) TAYLOR MORRISON OF FL INC Property Address 540 RED ROSE LN SANFORD, FL 32771 Mailing 151 SOUTHALL LN STE 200 MAITLAND, FL 32751 Subdivision Name THORNBROOKE PHASE 4 Tax Distnct Si-SANFORD DOR Use Code 00-VACANT RESIDENTIAL Exemptions ascription LOT 222 THORNBROOKE PHASE 4 PB 81 PGS 70-71 Taxes Value Summary 2018 Working 2017 Certified Values Values Valuation Method I Cost/Market I Cost/Market Number of Buildings 10 10 Depreciated Bldg Value Depreciated EXFT Value-- Land Value (Market) 40.000 _ 1 $26.050 Land Value Ag Just/Market Value • I S40,000 26.050 Portability Adj Save Our Homes Adj s0 0 Amendment 1 Adj s0 12,784 P&G Adj 0 0 Assessed Value 40.000 13.266 Tax Amount without SOH: $336.00 2017 Tax Bill Amount $336.00 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 40,000 s0 40.000 Schools - - - -- - - -- - --- 40,000 0 40,000 City Sanford ------_ 40.000_----- T-- ----$ 40.000 ---$0 so 40,000 SJWM(SaintJohns Water Management) — 40.000 County Bonds 40.000 s0 40,000 Sales Description Dam Book Page Amount Qualified VacAmp No Sales Find Comparable Sales Land Building Information Permits Permit 8 Description Agency Amount CO Dam Permit Dam I of 2 4/26/2018, 12: l 7 PM Po 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: 540 Red Rose Lane Property Owner: Taylor Morrison of Florida, Inc. Parcel identification Number: 21-19-30-510-0000-2220 Phone Number: 407-629-0077 Email: The reason for the flood plain determination is: New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) O-FC LUS O 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#18-2006 Reviewed by: Michael cash, CFM Date: May 17, 2018 O Application for Right -of -Way Use for Driveway,Walkway & Landscape oR io y p 1877 -- 1 Department of Planning & Development Services www..erderefLaov 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 ma. right-of-way. All requested information below as well as a current survey, site plan or plat dearly identifying the size and location oof the existing right—of-way and use shall be provided or application could be delayed. Callttam.puaa. 1. Project Location/Address: .J Tv /%4&1 • %wu fd w%'uc. 2. Proposed Activity: Driveway Walkway Other: 3. Schedule of Work: Start Date NOVCompletion Date Emergency Repairs 4. Brief Description of Work: &MMERAY At O/ &9A This application is submitted b Properly ownerJoe yV,n Signature: Print Name: // YMf. r!f/NCIOA J1l/I 49S Address: Z4NE / ho -re Phone:0 Faze Date: Zf o 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 installatioMmprovement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stomtv2ter facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford Insofar as such facilities are in the public right -(-way. If the Requestor does not continuously maintain the Improve- ment and area in accordance with previously stated criteria, or completely restore the dghtof-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestoes expense and, it necessary, file a lien on the Requesto's property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnity, and hold harmless the City, its eouncilpersons, 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 dghtof-way. I have read and understand the above statement and by signing this application 1 agree to ilia terms. I hereby understand and 11agj&,Ypyjiall city fees related to this application as required by the city's adopted Fee Resolution. Signature: Date: This permit shall be posted on the site during construction. Please call 407.688.6080, ExL 6401.24 hours in advance to schedule a pre -pour Inspection. IPre -pour Inspection by: Date: ' H.Y:.n i.: >•Mii kY>:>:•. :'}r:..:.Y.>.>. r:>VGA•r».::>.. •:.:•.:'::.: n: ::+nri.<9T:...... ... ....... .... ... ...... iD'Yi0-iA: :: :':+L:i'. •:: is+l'::%"Y>S:' •:i YA:):SY,'>v,:::>l' iYn>r4.:S:•. .:. 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A+i.W.fw:'ww.rii•:4'w l'w4Y.+r•.vv..:Y':>)Yr.'.wr•. r;t.+•:''iwJ,v tiY>iw Yw4 >:>w1}X>X i.}:}.i: }.:.::A:::...':: •:.:. :.5.::::i: .r ).. }.Y.•}}r :%::l. 4::.%:: :n::} ::S}::>:.: i.:: l.: ..Y SMD Y.: Y}}'}:,x}:A.1 }'.: s,te°fnspet ed.ay.?:>.;::.i::>..,...>a•.»:,. :::: }:::.:.:: ::.>ii..nn):>.. n'v: :. ': i:i:::.in.:`i:>: :' : a,i. n:Srrxi.i•i.r.:.{r }` ..::. ;ry e,,: nr:s: e: .r•):• J7n. Special.P,erm(t.Condrtnar s. September 2010 ROW U" DAve"y.pef taylor LIMITED POWER OF ATTORNEY morrlson How ih pt/ed by You ArDATE: Y NAME AND APPOINT: Gustav Bates, KarenMcAdams, Alison Perrotti, Anthony Perrattl, 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: ; vim/ SUBDMSION: THORNEBROOK ADDRESS: 5; o A a Owl AND TO SIGN MY NAME AND DO ALL THINGS THAT ARE NECESSARY TO THIS APPOINTMENT. JOHN ASA WRIGHT NAME OF CONTRACTOR.) Sl6hATUR§6F CONTRACTOR. STATE CERT. # CBC 1257462 The foregoing instrument DATE: BY: HI STATE OF FLORIDA COUNTY OF ORANGE. NAME: Daphne Clark My Commission # FF209108 My Commission Expires 6/27/17 NOTARY: Who is personally known to me and did not take an oath. SIGNATURE OF NOTARY: I120 NOTARY SEAL 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. of TAYLOR Name Date Owner/Agent is yJa Personally Known to Me or Produced lD N/A Type of ID gell"z = SJ&azure of Contractor/Agent Date JOHN ASA WRIGHT 4111VPrintContractor/A 's Name ffl' Signat of Notary -State of Florida Date 106 E 2019 d gd,ode Contractor/Agent is YES Personally Known to Me or Produced ID NO Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes[] No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Revised: June 30. 2015 Permit Application REQUIRED INSPECTION SEQUENCE TAYLOR MORRISON SFR-DETACHED Permit # BUILDING PERMIT Min Max Inspection Description 10 Form board / Foundation Survey 10 Slab / Mono Slab Pre our 20 Lintel / Tie Beam / Fill / Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 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 Addrecc• ELECTRICAL: •PERMIT Min Max Inspection Description 10 Electric Underground 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power TUG 30 Electric Rough 1000 Electric Final m Min Max Inspection Description 10 Plumbin Under ound 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final MECHANICAL vMy,.•, PERMIT a r•r='t:'• t ;:'F '• .i '.:Z.c.'fi':. r a3 r. w„"A 1';:.:KEt`r -? a.• ^`:}:` ,,, Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: S Job Address: ' b .. l'ag Historic District: Yes No Parcel ID• ResidentiaQ Commercial U Type of Work: NewO Addition• Alteration Repair Demo Change of Use 4 Move Description of Work:'.5i. 41 1Z (r G bJ t`'In r tJ.Sn• Plan Review Contact Person: Title: Phone: Fax:L - '_=S-3• .85,lv3Email: kdae- , 6an' Property -Ow4ler Information Namemt)m6bn Phone: Street: IJ _..1.. _ LV J : __ Resident of property? City, State Zip: 11 1: VA - Contra'cfo Information C Name l-1 1v ' •. '_; ,Phone: Q Street: a TSGO i't' Fax: L/0-7- 2,oA k - 3353 City, State Zip:tsar State License No.:l Ato8QW Architect/Engineer Information Name: Phone: Street: 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 10S3 Shall be inscribed with the date of application and the code in effect as of that date: Sih Edition (2014) Florida Building Code Revised: June 30. 2015 Permit Application 0. 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 requites 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 tat work will be done in compliance with all applicabae laws regulating, construction and zo g. a1-4 Signature of Owner/Agent Date Si to of Contmator/Ag&t Print Owner/Agent's Name t Cantmctod ent's Name q-4 Signature of Notary -State of Florida out Signature of No ry-State of Florida Date 4CHERYL D AKERS MY COMMISSION 0 FFt39M2 r;,,4 , EXPIRES June 05, 2020 4071,}98d1S3 F1oed3N01A9VSer&A.=M Owner/Agent is Personally Known to Me or Contractor/Agent'is _1cfPersoitall'y Known toMe or Produced ID Type of ID Produced ID Type of M BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Revised: June 30. 2015 Permit Application r 1I na pulwasimil wis F.Vul VaAo tuwt 'yp•pjllnnr e-L•,- lamimtYY L/14tnit skillIw4 f Ve L f/Iy10l1aol't re•ab we- L Lfm NOW no Qn• ,Q QVa • 1 ..\ Vnnr •.•. tr lVla•.IbefVAnf u1W _ Car ITr D- JIM William YY.ror,r tu.r r. ,4.n "sow WHI. I IWanl tr.I.Y•IY inum wilw miu-- assm. e..wLLL. - utr nn tabYr. MYrwlra,rwaramna INS m1Ug/ ww •wr. r -_cr• iw a rMr...e - 10.1a In .. N•t.0 Y•IF bI.1fY•6a iL w larw tl Rf11r wW<• I . niwlilwrre. bMrpuler.n alam.. wr.r Hallv w: eu rni•I:4rmrulPrra 4 iw- rmnlWH ur: In NWa fW}ae r aao-.. cLrl Itl htl•! i-kel M:au 16. 4 a Yras.rrlrn) •v L•alaai!T•• mac-cam _ nHtl Will, c tlbYgr W uagn•IgrtaYWYaL La OIIIIU w.arl Ir brig 1411 ue r•n r•IYa amaalorua «wf.. manes Lw r.a _ • Y•. 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Mra r.Yl.nw.r•f m• rtWla MK V.\rw. •I\w•rdl.+. slw/• M - Iw lnL_ i W ttl SL•1l6 f• Va twos 1.. mu w•• atlurfapinl.taL 1 r141 a rttllPf w!L r q.tl\grffq)atb mL A1Wtl la1 4aI•< I.A.m u•d•b.1_mitl Tr_ eL1 Mf/ wlw aLL]IOmnt 4W% .... 12. ilwl••Itr ••..lC.•r. a rU.M San •a.w.1n.r•w14.. _• G M t 11. r•Irw.. ••r. •tw•1p•Yr•1•. 1 m} W.` is L•y^ 1/ { M _ Im t a Iuf nLLI LL' Y! 1•!a nil ratl1a11Hrr• Tom.` CY1L^ Ytat1nn01sILL __ wa.-o•..•l/nr.•f1ar I 1F1 Iu _ ILYJ LIVR nl• r q•iK •Prma•mma L M tl1aW1 L.1.tagr I. hbl 11• nl`. m•--N^q Ma4LrY1..LL m• a!_ YIb. 1 rr w.12 LO molt h lr• alsru.•11Lta•11-6 Film arm 4.w.a •». rrbl«yP•i•r Irf ttl IWIr lIr RECORD COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method gUllO/,yCProjectName: Lot222ThornbrookCaptivaBGL Builder Name: Taylor Morrison Street: 540 Red Rose Lane Permit Office: j 8 _ 20 06 SANFoRDCity, Slate, Zip: Sanford , FL , 32771 Permit Number: Owner: Jurisdiction: 691500 p FogRt; Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2) 1. New construction or existing New (From Plans) 9. Wall Types(2548.2 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1233.00 ft' b. Concrete Block - Int Insul, Exterior R=4.1 1095.10 ft' 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 220.11 ft' 4. Number of Bedrooms 3 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types (1193.0 sqft.) Insulation Area a. Under Attic (Vented) R=38.0 1163.00 ft7 6. Conditioned floor area above grade (ft') 1989 b. Under Attic (Vented) R=30.0 30.00 ft' Conditioned floor area below grade (ft') 0 c. R= f 11. Ducts ftRft' 7. Windows(321.4 sqft.) Description Area a. Sup: Attic, Ret: Main, AH: Main 6 397.8 a. U-Factor: Dbl, U=0.34 241.38 ft' SHGC: SHGC=0.31 b. U-Factor: Dbl, U=0.58 72.00 ft' 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.32 a. Central Unit 34.2 SEER:15.00 c. U-Factor: Dbl, U=0.34 8.00 ft' SHGC: SHGC=0.28 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft' a. Electric Heat Pump 32.8 HSPF:8.50 SHGC: Area Weighted Average Overhang Depth: 2.792 ft. Area Weighted Average SHGC: 0.311 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (1163.0 sqft.) Insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation R=0.0 1157.00 ft' b Conservation features b. Floor over Garage R=19.0 6.00 ft' None c. N/A R= ft' 15. Credits Pstat Glass/Floor Area: 0.162 Total Proposed Modified Loads: 62.65 PASSTotalBaselineLoads: 63.19 1 hereby certify that the plans and specifications covered by Review of the plans and F-0E S7- this calculation are in compliance with the Florida Energy specifications covered by this Code. - calculation indicates compliance yQi ua, FO ter ;, OwiththeFloridaEnergyCode. rlfff ••• ;' PREPARED BY: _<J`!T•'^'^ Before construction is completed94 DATE: 4/12/1.8 this building will be inspected for v - a compliance with Section 553.908 e 1 hereby certify that this building, as designed is in compliance Florida Statutes. 1 with the Florida Energy Code. CDO WE' OWNER/A T• _ DATE: BUILDING OFFICIAL: DATE: G_f t 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). 4/12/2018 4:03 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2017 PROJECT Title: Building Type: Owner Name: of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing. Comment: Lot222ThornbrookCaptivaBG Bedrooms: 3 User Conditioned Area: 1989 Total Stories: 2 1 Worst Case: No Taylor Morrison Rotate Angle: 0 Cross Ventilation: No 691560 Whole House Fan. No Single-family New (From Plans) Address Type: Lot # Block/Subdivision: PlatBook: Street: County: City, State, Zip: Street Address 540 Red Rose Lane Seminole Sanford , FL. 32771 CLIMATE Design Location Design Temp TMY Site 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Orlando FL ORLANDO INTL_AR 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1989 18298.8 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 1989 18298.8 Yes 4 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Floor over Garage Main --- 2 Slab -On -Grade Edge Insulafio Main 117.3 ft 0 6 ft' 19 1157 ft' _-- 0 0 1 0.34 0 0.66 ROOF Type Roof Gable Roof Materials Area Area Color Solar SA Emitt Absor. Tested Emitt Deck Pitch Tested Insul. (deg) 1 Gable or Shed Composition shingles 1301 ft° 292 ft° Medium 0.85 N 0.85 No 0 26.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1163 ft° N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 2 Under Attic (Vented) Under Attic (Vented) Main 38 Blown Main 30 Batt 1163 ft' 0.11 30 ft° 0.11 Wood Wood 4/12/2018 4:03 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2017 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Ornt-__To-_Wall Type Space R_Value-Ft-In-Et-In Area-RValue-FracUon_Absor._Grade%_ 1 N Exterior Frame - Wood Main 13 38 6 9 0 346.5 ft' 0 0.23 0.6 0 2 N Exterior Concrete Block - Int Insul Main 4.1 38 6 9 4 359.3 W 0 0 0.6 0 3 NE Exterior Concrete Block - Int Insul Main 4.1 3 11 9 4 36.6 ft' 0 0 0.6 0 4 E Exterior Frame - Wood Main 13 30 0 9 0 2700 ft' 0 0.23 0.6 0 5 E Exterior Concrete Block - Int Insul Main 4.1 6 6 9 4 60.7 ft' 0 0 0.6 0 6 S Exterior Frame - Wood Main 13 38 6 9 0 346.5 ft' 0 0.23 0.6 0 7 S Exterior Concrete Block - Int Insul Main 4.1 38 6 9 4 359.3 ft' 0 0 0.6 0 8 W Exterior Frame - Wood Main 13 30 0 9 0 270.0 ft' 0 0.23 0.6 0 9 W Exterior Concrete Block - Int Insul Main 4.1 29 11 9 4 279.2 ft' 0 0 0.6 0 10 Garage Frame - Wood Main 13 23 7 9 4 220.1 ft' 0 0.23 0.01 0 DOORS Omt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 Wood Main None 25 2 7 6 8 17.2 ft' 2 NE Wood Main None 25 3 8 24 ft' WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang Omt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 N 1 Vinyl Low-E Double Yes 0.34 0.31 N 6.0 ft' 1 ft 0 in 1 ft 8 in None Exterior 5 2 N 2 Vinyl Low-E Double Yes 0.34 0.31 N 9.0 ft' 1 ft 0 in 12 ft 4 in None Exterior 5 3 E 4 Vinyl Low-E Double Yes 0.34 0.28 N 8.0 ft' 1 ft 0 in 1 ft 8 in None Exterior 5 4 E 4 Vinyl Low-E Double Yes 0.34 0.31 N 15.0 ft' 1 ft 0 in 1 ft 8 in None Exterior 5 5 S 6 Vinyl Low-E Double Yes 0.34 0.31 N 45.0 ft' 1 ft 0 in 1 ft 8 in None Exterior 5 6 S 7 Vinyl Low-E Double Yes 0.34 0.31 N 38.5 ft' 1 ft 0 in 12 ft 4 in None Exterior 5 7 W 8 Vinyl Low-E Double Yes 0.34 0.31 N 30.0 ft' 1 ft 0 in 1 ft 8 in None Exterior 5 8 W 8 Vinyl Low-E Double Yes 0.34 0.31 N 40.0 ft' 1 ft 0 in 1 ft 8 in None None 9 W 9 Metal Low-E Double Yes 0.58 0.32 N 72.0 ft' 9 ft 0 in 0 ft 0 in None None 10 W 9 Vinyl Low-E Double Yes 0.34 0.31 N 57.8 ft' 1 ft 0 in 12 ft 4 in None Exterior 5 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 451 ft' 451 ft' 64 ft 8 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000409 2134.9 117.2 220.41 3678 7 4/12/2018 4:03 PM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4 f MiT:7TAi:Z[IT-VZiji it HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:8.5 32.8 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 15 34.2 kBtu/hr cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt 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 W 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 6 397.8 ft Main 99.45 ft Default Leakage Main Default) (Default) 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: CoolingHHeatin Jan H Feb Jan Feb Mar MarHX j r Ir may [X] Jun ( Jul jXj AugXj May [ ]Jun [ Jul [ j Au[ Se j Sep j Oct Oct Nov Nov Dec Dec Ventin Jan Feb Mar X) r May [ ] Jun [ Jul [ ] Aug Se X] Oct X Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 4/12/2018 4:03 PM EnergyGauge® USA - FlaRes2017 Section R405.4 1 Compliant Software Page 4 of 4 FORM R405-2017 ENERGY PERFORMANCE LEVEL EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX" = 99 The lower the EnergyPerformance Index, the more efficient the home. 540 Red Rose Lane, Sanford, FL, 32771 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 1233.00 ft' b. Concrete Block - Int Insul, Exterior R=4.1 1095.10 ft 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 220.11 ft' 4. Number of Bedrooms 3 d. N/A R= ft' 10. Ceiling Types Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=38.0 1163.00 ft 6. Conditioned floor area (ft') 1989 b. Under Attic (Vented) R=30.0 30.00 ft' 7. Windows" Description Area c. N/A R= fl' a. U-Factor: Dbl, U=0.34 241.38 ft' 11. Ducts a. Sup: Attic, Ret: Main, AH: Main R ft: 6 397.8 SHGC: SHGC=0.31 b. U-Factor: Dbl, U=0.58 72.00 ft' SHGC: SHGC=0.32 12. Cooling systems kBtu/hr Efficiency c. U-Factor: Dbl, U=0.34 8.00 ft' a. Central Unit 34.2 SEER:15.00 SHGC: SHGC=0.28 d. U-Factor. N/A fl' 13. Heating systems kBtu/hr EfficiencySHGC: a. Electric Heat Pump 32.8 HSPF:8.50 Area Weighted Average Overhang Depth: 2.792 ft. Area Weighted Average SHGC: 0.311 8. Floor Types Insulation Area 14. Hot water systems Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=0.0 1157.00 ft a. Electric EF: 0.95 b. Floor over Garage R=19.0 6.00 ft' c. N/A R= ft2 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 compliant features. Builder Signature: Address of New Home: Date: City/FL Zip: Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 4/12/2018 4:03 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 Project Summary Job: W222ThornbrookCaptiDELAIR ... Date: June 14,2014 HU1o11t•AIR CDNMTIWMIG Entire House By: RH DEL AIR HTG, A/C & REFRIG. INC 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407.333-2665 Fax: 407.333.3853 Web WWW.DELAIR.COM For: Taylor Morrison 540 Red Rose Lane, Sanford, FL 32771 Notes: LS 3116/18 JA LS 4/12/18 JA Weather: Orlando Intl AR FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 92 OF Inside db 70 OF Inside db 75 OF Design TD 28 OF Design TD 17 OF Daily range M Relative humidity 50 % Moisture difference 47 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 20302 Btuh Structure 23328 Btuh Ducts 1715 Btuh Ducts 2838 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 22017 Btuh Use manufacturer's data y Ratetswing multiplier 1.00 Infiltration Equipment sensible load 26166 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 3857 Btuh Ducts 628 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling none) Area (ft2) 1989 1989 Equipment latent load 4485 Btuh Volume (ft3) 20884 20884 Air changes/hour 0.50 0.26 Equipment Total Load Sen+Lat) 30651 Btuh Equiv. AVF (cfm) 174 90 Req. total capacity at 0.75 SHR 2.9 ton Heating Equipment Summary Cooling Equipment Summary Make Lennox Make Lennox Trade LENNOX Trade LENNOX Model 14HPX-036-230-21 Cond 14HPX-036-230-21 AHRI ref 10258589 Coil CBA27UHE-036-230'++TDR AH R I ref 10258589 Efficiency 8.5 HSPF Efficiency 12.5 EER, 15 SEER Heating input Sensible cooling 25650 Btuh Heating output 32800 Btuh @ 47OF Latent cooling 8550 Btuh Temperature rise 26 OF Total cooling 34200 Btuh Actual air flow 1140 cfm Actual air flow 1140 cfm Air flow factor 0.052 cfm/Btuh Air flow factor 0.044 cfm/Btuh Static pressure 0.30 in H2O Static pressure 0.30 in H2O Space thermostat Load sensible heat ratio 0.85 Capacity balance point = 32 OF Backup: Input = 0 kW, Output = 0 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightt_Soft- 2018-Apr-12 15.59:55 Right -Suite® Universal 2018 18.0.IOR SU24011 Page I nbrookCapiivaBGL%Lot222ThombrookCaplivaBGL.rup Calc = MJ8 House faces: E 1' DEL -AIR Right-JO Worksheet Entire House DEL AIR HTG, A/C & REFRIG. INC 531 COOISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407.333.3853 Web: WWW.DELAIR.COM Job: Lot222ThornbrookCaptivaB... Date: June 14,2014 By: RH 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area Entire House 264.3 It 9.2 It d 2279.6 It= Family/Great rm 32.0 It 9.3 It heat/coal 15.0 x 17.0 It 256.0 It= Ty Construction number U-value Btuh/Iti•F) Or HTM Btuh/Itj Area (ft2) or perimeter (It) Load Btuh) Area (III or perimeter (ft) toad 81uh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 12C-Osw 2A•2ov 0.091 0.340 n n 2.56 9.55 2.81 12.0 347 6 341 0 871 57 957 74 0 0 0 0 0 0 0 0 yl C 13A-40cs 2A•2ov 0.143 0.340 n n 4.02 9.55 275 12.40 358 9 349 0 1402 87 961 113 0 0 0 0 0 0 0 0 11 W 16A-30ad 0.032 n 0.90 2.37 30 30 27 71 0 0 0 0 yl 0 13A-flocs 1100 0.143 0_390 ne ne 4.02 f0_96 2.56 9.55 955 4.02 2.75 11.88 36 23 14 23 55 248 38 289 694 263 535 11i6 0 0 0 0 0 0 0 0 12C-0sw 2A-2or 2A-2ov 13A-40cs 0.091 0.340 J_340 143 a a a 2.81 32.81 35_60 275 270 8 15 Ii0 247 0 0 632 76 t43 243 771 430 0 0 0 0 0 0 0 0 0. 0 0 0 0 G t--G W o 0 0 0 V1l-- IG 12C-0sw 2A-2ov 0.091 0.340 s s 2.56 9.56 2.81 1278 347 45 302 34 847 575 0 0 0 0 0 0 0 0 y/ C 13A-40cs 2A-2ov 0.143 0.340 s s 4.02 9.55 2.75 13.88 359 39 321 0 1289 368 883 535 159 0 159 0 637 0 437 0 12C-0sw 2A-2ov 28-21v 0.091 0.340 0.340 w w w 2.56 9.55 9.55 2.81 35.69 35.69 270 30 40 200 0 0 511 287 382 582 1071 1428 0 0 0 0 0 0 0 0 0 0 0 0 13A-400e 2A•2omd 2A•2ov 0.143 0.580 0.340 w w w 4.02 16.30 9.55 275 18.38 35.69 279 64 58 158 60 0 633 1043 552 434 1176 2064 140 64 0 76 60 0 305 1043 0 209 1176 0 q D 12C-Osw 11D0 0.091 2.56 1 96 1.72 11.88 220 18 202 18 516 201 348 218 0 0 0 0 0 0 0 0 C 168.38ad 0.026 0.73 1.40 1163 1163 850 1632 0 0 0 0 F 20P-19t 0.050 1.40 0.70 6 8 9 4 0 0 0 0 F 22A-tpl 0.989 27.79 0.00 1157 117 3258 0 255 32 889 0 6 c) AEO excursion 2733 1237 Envelope loss/gain 14943 18651 2875 3060 12 a) Infiltration b) Room ventilation 5359 0 1726 0 679 0 219 0 13 Internal gains: Occupants @ 230 Appliances/other 5 1150 1802 3 690 0 Subtotal pines 6 to 13) 20302 23328 3554 3968 14 15 Less external load Less transfer Redistribution Subtotal Ouct bads 80/4 12% 0 0 0 20302 1 1715 0 0 0 23328 2838 0% 0"/e 0 0 0 3554 0 0 0 0 3968 0 Total room bad Air required (cim) 22017 1140 26166 1140 1 3554 184 3968 173 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrtg tsoPt - 2018•Apr•12 15:59 55 ZcA Right•Suile® Universal 2018 18.0.10 RSU24011 Page I nbrookCaptiva8GL\Lot222ThornbrookCaptivaBGL rup Calc . MJ8 House faces: E DEL -AIR Right-J® Worksheet N"'e'111111 ' Entire House DEL AIR HTG, A/C & REFRIG. INC 631 CODISCO WAY, SANFORD, FL 32771 Phone 407.333.2665 Fax 407.333-3853 Web. WWW DELAIR.COM Job: W222ThornbrookCaptivaB... Date: June 14,2014 By: RH 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area Master bdrm 29.5 It 9.3 It heal/cool 15.0 x 14.5 It 217.5 It2 M.Bth 11.5 It 9.3 It heaVcod 1.0 x 96 8 It 96.8 ft2 Ty Construction number U-value BtutVlt;•F) Or HTM 81uhllll Area (ftj or perimeter (it) Load Btuh) Area (III or perimeter (11) Load Bluh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 L-G12C-Osw 2A-2ov 0.091 0.340 n n 2.56 9.55 2.81 1240 0 0 0 0 0 0 0 0 0 0 0 0 0 Vjl 0 13A-40cs 2A•2bv 0.143 0.340 n n 4.02 9.55 2.75 12.40 135 0 135 0 542 0 371 0 107 0 107 0 430 0 294 0 11 W 16A-30ad 0.032 n 0.90 2.37 30 30 27 71 0 0 0 0 yl O 13A-4ocs 1DO 12C-Osw 2A-2ov 2A•2ov 13AAM 0.143 0.390 0.091 0.340 0_340 0.143 ne no a a e a 4.02 10_96_ 2.56 9.55 955_ 4.02 2.75 11.88 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2.81 32.81 35 49 2.75 2.81 12.78 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0- 0 0 0. W Vy 0 0 0 0 0 0 0 0 0 12 *0 2A•2ov 0.00991 0.340 s s 2.56 9.55 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 yl G 13A-4ocs 2A-2ov 0.143 0.340 s s 4.02 9.55 2.75 13.88 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12C-Osw 2A•2ov 28-21v 0.091 0.340 0.340 w w w 2.56 9.55 9.55 2.81 35.69 35.69 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A•40cs 2A-2omd 2A-2ov 0.143 0.580 0 340 w w w 4.02 16.30 9.55 2.75 18.38 3569 140 0 58 82 0 0 328 0 552 225 0 2064 0 0 0 0 0 0 0 0 0 0 0 0 R 12C Osw DO 0.091 0.390 n 2.56 10.96 1.72 11.88 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 168_3aad 0.026 0.73 1.40 0 0 0 0 0 0 0 0 F P-191 0.05U 1.40 0.70 0 0 00 0 0 0 0 F 22A•td 0.989 27.79 0.00 218 30 820 0 97 12 320 0 6 c) AED excursion 820 16 Envelope loss/gain 2269 3551 749 278 12 a) Infiltration b) Room ventilation 692 0 223 0 243 0 78 0 13 Internal gains: Occupants @ 230 Appliances/other 1 230 0 0 0 0 Subtotal (lines 6 to 13) 2961 4003 993 356 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 096 096 0 0 0 2961 0 0 0 0 4003 0 096 09re 0 0 0 993 0 0 0 0 356 0 Taal mom bad Air required (clm) 2961 I W 4= 174 993 51 356 16 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. pp- wrightsofYL- 2018-Apr-1215:59:55 Righl-Suite® Universal 2018 18.0.10 RSU24011 Page 2 nbrookCaptivaBGL%Lo[222ThombrookCaptivaBGL rup Cale a M.18 House faces: E DEL --AIR Right-JO Worksheet 111am-°°°'""m'° Entire House DEL AIR HTG, A/C & REFRIG. INC 531 CODISCO WAY. SANFORD. FL 32771 Phone. 407.333-2665 Fax 407.333.3853 Web: WWW.OELAIR.COM Job: Lot222ThombrookCaptivaB... Date: June 14,2014 By: RH 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area M.Wc 0 It 9.3 It heat/cod 35 x 6.5 It 22.8 ft° M.Wic 0 It 9.3 It heat/cool 1.0 x 48.0 It 48.0 ft2 Ty Construction number U-value Btuh/IVL*F) Or HTM at III Area (III or perimeter (It) Load Btuh) Area (III or perimeter (ft) Load Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 Vf/ G 12C-Osw 2A-2bv 0.091 0.340 n n 2.56 9.55 281 12.40 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 y/ I-G 13A•4ocs 2A-2ov 0.143 0.340 n n 4.02 9.55 2.75 12.40 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 W 16A-30ad 0.032 n 0.90 2.37 0 0 0 0 0 0 0 0 T13A-4ocsO1100 0.143 0.390 no ne 4.02 10.96 2.75 11.88 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:212C- Osw 2A-2ov 2A•2ov 13A•40cs 0'091 0.340 0_340 0.143 a a e_ a 2.56 9.55 955 4.02 2.81 32.81 35_69 2.75 0 0 0 0 0 0 0 0 0 0 0. 0 0 0 O 0 0 0 0 0. 0 0 0 W 0 0 0 0 0 0 0 0 V/ 1 12C-Osw 2A-2ov 0.091 0.340 s s 2.56 9.55 281 1278 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V/ mil' 13A-4ocs 2A-2ov 0.143 0.340 s s 4.02 9.55 275 1388 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12C-Osw 2A•2ov 2B-21v 0.091 0.340 0.340 w w w 2.56 9.55 9.55 281 35.69 35.69 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A-40cs 2A•2omd 2A-2ov 0.143 0 580 0 340 w w w 402 16.30 9.55 2.75 18.38 35.69 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 R D 12C•Osw 11 DO 0.091 0 390 n 2.56 10.96 1.72 11.88 0 0 0 00 0 0 0 0 0 0 0 0 0 0 C 168.38ad 0.026 0.73 1.40 0 0 0 0 0 0 0 0 F MP-191 0.050 1.40 0.70 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 27.79 0.00 23 0 0 0 48 0 0 0 6 c) AEO excursion 0 1 0 Envelope loss/gain 0 0 0 0 12 a) Infiltration b) Room ventilation 0 0 0 0 0 0 0 0 13 1ntemal gains: Occupants @ 230 Appliances/other 0 0 1 0 0 1 Subtotal (Ones 6 to 13) 0 1 01 1 14 15 Less external load Less transfer Redistribution Subtotal Duct bads W.O7o 0 0 0 0 0 0 0 0 1 0 0% 0% 0 0 0 0 0 0 0 0 1 0 Total room load Air required (cfm) 0 0 t 0 0 0 1 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigF tsot"!- 2018-Apr-12 15:59:55 e Right -Sure® Universal 2018 18.0 10 RSU24011 Page 3 nbrookCaphvaBGL\Lot222ThornbrookCaptivaBGL.rup Calc - MJ8 House faces, E 1 DEL -AIR Right-JO WorksheetDEEntireHouse DEL AIR HTG, A/C & REFRIG. INC 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333.2665 Fax: 407-333-3853 Web: WWW DELAIR.COM Job: Lot222ThornbrookCaptivaB... Date: June 14,2014 By: RH 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area Laundry 6.5 It 9.3 It heat/cool 6.5 x 6.5 It 423 ft2 Kitchen 11.4 It 9.3 It heat/coal 10 x 134.4 It 134.4 tP Ty Construction number U•value BtutVIOOF) Or HTM at Ill Area (It2) or perimeter (ft) Load Btuh) Area (ftj or perimeter (ft) Load Stuh) Heal Coal Gross N/P/S Heat Cod Gross N/P/S Heat Cool 6 t-' 12 '0 2A•2ov 0.091 340 n n 2.56 9.55 2.81 12.40 0 0 0 0 0 0 0 0 0 0 0 0 0 0 y/ 1 13A-4ocs 2A•2ov 0.143 0.340 n n 4.02 9.55 2.75 12.40 60 0 60 0 243 0 166 0 0 0 0 0 0 0 0 0 11 W 16A-30ad 0. n 0.90 2.37 0 0 0 0 0 0 0 0 y/ O 13A-flocs111130 0.143 0.390 0.091 0.340 0-4_0 0.143 ne ne a a a a 4.02 10.96 2.9 9.55 9_5 - 4.02 2.56 9.55 2.75 11.88 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12C-Osw 2A•2ov 2A-2w 13A-4ocs 12C-Osw 2A-2ov 2.81 3281 356 2 75 2.81 1278 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W y! 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.091 0.340 s s 0 0 0 0 0 0 0 0 1y 13A-40cs 2A•2ov 0.143 0.340 s 5 4.02 9.55 2.75 13.88 0 0 0 0 0 0 0 0 107 0 107 0 431 0 295 0 ti12C-Osw 2A-2ov 28.21v 0.091 0.340 0.340 w w w 2.56 9.55 9.55 281 35.69 35.69 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V l G 13A-40cs 2A-2omd 2A-2ov 0.143 0.580 0.340 w w w 4.02 16.30 9.55 2.75 18.38 35.69 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0L-G f 0 12C•Osw 10 0.091 n 2.56 10.96 1.72 11.88 0 0 0 0 0 0 0 131 0 131 0 335 0 226 0 C 168.38ad 20P-191 0.026 0.73 1.40 0 0 0 0 0 0 0 0 F 0.050 1.40 0.70 0 0 0 0 0 0 0 0 F 22A-Ipl 0.989 27.79 0.00 42 7 181 0 134 11 317 0 6 c) AED excursion 36 80 Envelope loss/gam 424 131 1083 442 12 a) Infiltration b) Room ventilation 137 0 44 0 244 0 79 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 600 0 0 1200 Subtotal (lines 6 to 13) 561 775 1327 1720 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 1 096 09% 1 0 0 0 561 0 0 0 0 775 0 0'/. 0%1 0 0 0 1327 0 0 0 0 1720 0 Taal room bad Air required (cfm) I 1 561 29 775 34 1327 69 1720 75 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrt-at .1 P!- 2018-Apt-1215:59:65 Righ1•Suile® Universal 2018 18.0.10 RSU24011 Page 4 nbrookCaplivaBGL%Lot222ThornbrookCaptivaBGL rup Calc . MJ8 House laces E J DEL --AIR Right-J® Worksheet M19M'°m°°"'°'m'° Entire House DEL AIR HTG, A/C & REFRIG. INC 531 CODISCO WAY. SANFORD, FL 32771 Phone' 407-333.2665 Fax: 407.333-3853 Web: WWW.DELAIR.COM Job: Lot222ThornbrookCaptivaB... Date: June 14,2014 By: RH 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area Dining 13.8 It 9.3 It heat/cool 1.0 x 301.3 It 301.3 ft2 Pwdr 125 It 9.3 It heat/cool 6.5 x 6.0 ft 39.0 IP Ty Construction number U-value Btuhlftz'F) Or HTM Btuhllt2) Area (119 or perimeter (It) Load Btuh) Area (It2) or perimeter (It) Load Btuh) Heat Cod Gross N/P/S Heat cool Gross N/P/S Heat Cod 6 VC; 12C4sw 2A•2bv 0.091 0.340. n n 2.56 9.55 281 12.40 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vjl 1-G 13A-40cs 2A-20v 0.143 0.340 n n 4.02 9.55 275 1240 0 0 0 0 0 0 0 0 56 9 47 0 188 87 129 113 11 116AIW 0.032 n 0.90 2.37 0 0 0 0 0 0 0 0 t-D 13A-40cs 1100 0.143 0_390 ne no 4.02 10_96 275 11.88 36 23 14 23 55 248 38 269 0 0 0 0 0 0 0 0 12C41sw 2A-2ov 2A-2ov 13A-flocs 0.091 0.340 W 0.143 a a a a 2.56 9.55 9-55 4.02 2.56 9.55 281 32.81 3569 2.7$ 0 0 0 0 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0. W 0 0 0 0 fi0 60 243 166 VIILG 12C-Osw 2A-2ov 0.091 0.340 s s 281 1278 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 yI t-C 13A-4ocs 2A-2ov 0.143 0.340 s s 4.02 9.55 275 13.88 93 39 55 0 220 368 151 535 0 0 0 0 0 0 0 0 Val t-a2 12C-Osw 2A•2ov 2B-21v 0.091 0.340 0.340 w w w 256 9.55 9.55 281 35.69 35.69 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Val 13A-40cs 2A•2omd 2A-2ov 0.143 0.580 0.340 w w w 4.02 16.30 9.55 2.75 18.38 35.69 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011----f(' R L--D 12C•Osw 1100 0.091 0.390 n 2.56 10.96 1.72 11.88 89 18 71 18 181 201 122 218 0 0 0 0 0 0 0 0 C 168-38ad 0.026 0.73 1.40 22 22 16 30 20 20 14 27 F 2013-19t 1.40 0.70 0 0 0 0 0 0 0 0 F 22A•tpl 0.989 27.79 0.00 301 14 384 0 39 13 347 0 6 c) AED excursion 12 23 Envelope loss/gain 1 1675 1376 879 412 12 a) Infiltration b) Room ventilation 295 0 95 0 264 01 85 0 13 Internal gains: Occupants @ 230 Appliances/other 1 230 0 0 0 0 Subtotal (lines 6 to 13) 1970 1701 1143 497 14 15 Less external load Less transfer Redistribution Subtotal Duct bads 0°k 0% 0 0 0 1970 0 0 0 0 1701 0 M. 0% 0 0 0 1143 0 0 0 0 497 0 Total room bad Air required (clm) 1970 102 1701 74 1143 59 497 22 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrighlsof!- 2018•AprA2 15:59:554:= •' - ^ ^^ Right-SuiteG Universal 2018 18.0.10 RSU24011 Page 5 nbrookCaptivaBGL%Lot222ThombrookCaptivaBGL.rup Cak = MJ8 House laces: E 1 DEL -AIR Right-J® Worksheet Entire House DEL AIR HTG, A/C & REFRIG. INC 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333.3853 Web: WWW.DELAIR.COM Job: Lot222ThornbrookCaptivaB... Date: June 14,2014 By: RH I 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area Open to Belau 32.0 It 9.0 11 heat/cool 15.0 x 17.0 It 255.0 It= Bdrm 2 26.0 It 9.0 It heat/cool 15.0 x 11.0 It 165.0 tt2 Ty I Construction number U-value Stuh/flx-F) Or HTM Btuh/It2) Area (III or perimeter (ft) Load Bluh) Area 011 or perimeter (ft) Load Bluh) Heat Cool Gross N/P/S Heat Cod Gross N/P/S Heat cool 6 V11 C 12C-Osw 2A-2ov 0.091 0.340 n n 2.56 9.55 2.81 12.40 0 0 0 0 0 00 0 99 0 99 0 253 0 278 0 yJ 13A•40cs 2A-2ov 0.143 0.340 n n 4.02 955 2.75 12.40 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 W 1GA-30ad 0.032 n 0.90 2.37 0 0 0 0 0 0 0 0 y/ 0 13A-flocs 11D0 0.143 0.390 no ne 4.02 10_96 2.75 11.88 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12C-0Sw 2A•2ov 13A-40cs 0.091 0.340 0,34_0 0.143 a a a a 2.56 9.55 9_55 4.02 2.81 32.81 9569 2.75 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 a 0 0 0 0 0 0 0. 2A-?ov W 0 0 0 0 0 0 t-G 12C-Osw 2A-2ov 0.091 0.340 s s 2.56 9.55 2.81 1278 153 0 153 0 391 0 430 0 0 0 0 0 0 0 0 0 13A-40cs 2A•2ov 0.143 0.340 s s 4.02 9.55 2.75 13.88 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12C-Osw 2A-2ov 28.21v 0.091 0.340 0.340 w w w 2.56 9.55 9.55 2.81 35.69 35.69 135 0 40 95 0 0 243 0 382 267 0 1428 135 30 0 105 0 0 268 287 0 295 1071 0 Val C C 13A-4ocs 2A•2omd 2A•2ov 0.143 0.580 0.340 w w w 4.02 16.30 9.55 275 18.38 35.69 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 0 12C Osw 110 0.091 0,390 n 2.56 10.96 1.72 11. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C F 168-38ad 20P-f91 0.026 0.73 1.40 255 255 0 186 358 165 165 121 231 00.050 1.40 0.70 0 0 0 0 Q 0 F 22A-td 0.989 27.79 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 546 408 Envelope loss/gain 1203 3028 929 2284 12 a) Infiltration b) Room ventilation 656 0 211 0 532 0 171 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 0 0 1 0 0 Subtotal (lines 6 to 13) 1858 3239 1461 2465 14 Less external load Less transfer Redistribution Subtotal Duct loads 22N- 28% 0 0 0 1858 409 0 0 0 3239 892 22% 28% 0 0 0 1461 322 0 0 0 2456 676 r15 Total room bad Air required (clm) 2266 117 4131 180 1 1782 92 3131 136 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrrigti"s t 't- 2018•Apr•12 15 59:55Q= Right-Suile® Universal 2018 18.0 10 RSU24011 Page 6 nbrookCaplivaBGL\Lo1222ThornbrookCaplivaBGL.rup Calc - MJ8 House laces E 1 DEL -AIR Right-J® Worksheet Entire House DEL AIR HTG, A/C & REFRIG. INC 531 CODISCO WAY, SANFORD, FL 32771 Phone, 407.333.2665 Fax: 407-333-3853 Web: WWW.DELAIR.COM Job: Lot222ThornbrookCaptivaB... Date: June 14,2014 By: RH I 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area Bth 2 8.5 It 9.0 It heat/cool 6.6 x 8.5 It 56.0 It= Lott 24.5 It 9.0 It heat/cool 1.0 x 420.5 It 420.5 ft2 Ty Construction U-value Btutt/It;•F) Or HTM atuhllt2) Area (it) or perimeter (it) Load atuh) Area (III or perimeter 01) Load Btuh) Heat Cod Gross N/P/S Heat cool Gross N/P/S Heat Cad 6 W t 12C Osw 2A•2bv 0.091 0,340 n n 256 9.5S 281 12.40 77 6 71 0 180 57 198 74 63 0 63 0 161 0 177 yl G 13A-40cs 2A-2ov 0.143 0.340 n n 4.02 9.55 2.75 12.40 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 W 16A-30ad 0.032 It 0.90 2.37 0 0 0 0 0 0 0 0 yl O t3A-40cs11100 0.143 0.390 ne no 4.02 1096 2.75 11.88 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1213-0sw 2A-2ov 2A•2ov 0.091 0.340 0 04 a a e_ 2.56 9.55 955 2.81 32.81 3569 0 0 0 0 0 0 0 0 0 0 0 0 59 0 0 59 0 0 150 0 0-0.0. 164 0 W 13A-4ocs 0.143 a 4.02 2.75 0 0 0 0 0 0 0 0 Y-0 12 '0 2A-2ov 0.091 0.340 s. s 2.56 9.55 2.81 1278 0 0 0 0 0 0 0 0 99 30 69 22 176 287 194 383 yl t-f 13A-40cs 2A•2ov 0.143 0.340 s s 4.02 9.55 2.75 13 88 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vjl 12C-Osw 2A•2ov 2B•21v 0.091 0.340 0.340 w w w 2.56 9.65 9.55 2.81 35.69 35.69 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I--C' G V/ 13A-4ocs 2A-2omd 2A-2ov 0.143 0.580 0.340 w w w 4.02 16.30 9.56 275 18.38 35.69 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0L-G q O 12,C;Mw 1t00 0.091 390 n 2.56 10.96 1.72 Malk 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c 168.38ad 0.026 0.73 1.40 55 55 40 77 421 421 307 590 F 2OP•19t 0.050 t.40 0.70 0 0 0 0 0 0 0 0 F 22A-tpl 0.9m 27.79 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 18 34 Envelope loss/gain 278 3321 1081 1474 12 a) Infiltration b) Room ventilation 174 0 56 0 501 01 161 0 13 Internal gams: Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (Ones 6 to 13) 452 388 1582 1636 14 Less external load Less transfer Redistribution Subtotal Duct loads I 22% 28% 0 0 0 452 99 0 0 0 388 107 22% a% 0 0 0 1582 348 0 0 0 1636 450 r Total room load Air required (cfm) 551 29 4% 22 1931 100 2086 91 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigF tsoft- 2018-Apr-1215:59:55 Right Universal 2018 18.0.10 RSU240tt Page 7 nbrookCaplwaBGL%Lot222ThornbrookCaplivaBGL rup Calc = MJ8 House laces. E QDEL--AIR Right-J® Worksheet Entire House DEL AIR HTG, A/C & REFRIG. INC 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407.333.2665 Fax, 407-333-3853 Web: WWW.DELAIR.COM Job: W222ThornbrookCaptivaEl Date: June 14,2014 By: RH 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area Bdrm 3 22.0 It 9.0 It heat/Cool 11.5 x 10.5 If 120.8 fl° Bdrm 3 Wic 5.5 It 9.0 It heat/cool 5.5 x 5.0 It 27.5 It= Ty number U•value BtutVltx••F) Or HTM Bluhllt2) Area (fig I or perimeter ((l) load Btuh) Area (III I or perimeter (it) Load Stuh) Heat cool Gross N/P/S Heat cod Gross N/P/S Heat Cool 6 12C-Osw 2A•2ov 0.091 0.340 n n 2.56 9.55 2.81 12.40 0 0 0 0 0 0 0 0 0 0 0 0 0 0 y/ la 13A-400s 2A-2ov 0.143 0.340 n n 4.02 9_55 2.75 12.40 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 W 16A-30M 0.032 n 6-s 2.37 0 0 0 0 0 0 0 0 1N 0 13A•4ocs 1100 12C-Osw 2A-2ov 2A-2ov 13A-4oes 0.143 0.390 0.091 0.340 0 4_0 0.143 ne ne a a a a 4.02 10_96 P% 9.55 9.55 4.02 2.75 11.88 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2.81 32.81 35 69 275 104 0 15 89 0 0 0 226 0 143 249 0 535 0 50 0 0 50 0 0 127 0 0 139 0 0. W 0 0 0 0 0 0 yI G 12C-Osw 2A•2ov 0.091 0.340 s s 2.56 9.55 2.81 1278 95 15 80 11 203 143 223 192 0 0 0 0 0 0 0 0 yJ t-G 13A-flocs 2A-2ov 0.143 0.340 s s 4.02 9.55 2.75 13.88 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12C-Osw 2A-2ov 2B•2Iv 0.091 0.340 0.340 w w w 2.56 9.55 9.55 281 35.69 35.69 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Val I-1 13A-40cs 2A-2omd 2A-2ov 0.143 0.580 0.340 w w w 4.02 16.30 9.55 275 18.38 35.69 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0l I---O 12,C Osw 11 DO 0.091 0.390 n 2.56 10.96 1.72 11.88 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 168-38ad 0.026 0.73 1.40 121 121 88 169 28 28 20 8 39 4F2OP•191 0.050 1.40 0.70 1 1 1 0 6 8 F 22A•tpl 0.9m 27.79 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 67 10 Envelope loss/gain 805 1302 155 172 12 a) Infiltration b) Room ventilation 450 0 145 0 113 0 36 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (limes 6 to 13) 1 1255 14471 267 208 14 15 Less external load Less transfer Redistribution Subtotal Duct bads 22% 28% 0 0 0 1255 276 0 0 0 1447 398 22% M. 0 0 0 267 59 0 0 0 208 57 Total room bad Air required (clm) I= 79 1815 80 1 1 326 17 266 12 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrtgt+lsot'!- 2018-Apr-1215:59:55 ZrA Right -Sure® Universal 2018 18 0.10 RSU24011 Page 8 nbrookCaptivaBGL%Lot222ThornbrookCaptivaBGLrup Cale - MJ8 House faces: E 1 DEL -AIR Right-JO Worksheet M Entire House DEL AIR HTG, A/C & REFRIG. INC 531 CODISCO WAY, SANFORD. FL 32771 Phone 407-333-2665 Fax. 407-333-3853 Web: WWW.DELAIR.COM Job: LWMThornbrookCaptivaB... Date: June 14,2014 By: RH 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area 8th 3 18.5 it 9.0 It heal/cool 6.5 x 12.0 It 78.0 It= Ty Construction number U-value 8tuh/lt2-•F) Or HTM atuh/Itii) Area (fix) or perimeter (11) Load atuh) Area or perimeter Load Heat cod Gross N/P/S Heal Cod Gross N/P/S Heat Cod 6 t! G 22C-Osw 2A-2ov 0.091 0.340 n n 2.56 9.55 2.81 12.40 108 0 108 0 276 0 304 0 y/ Y-G 13A-40cs 2A•2ov 0.143 0.340 n n 4.02 A 2.75 12.40 0 0 0 0 0 0 0 0 II W 16A-30ad 0.032 n 0.90 2.37 0 0 0 0 yI O 13A-4ocs 1100 0.143 0.390 ne ne 4.02 10.96 2.75 11.88 0 0 0 0 0 0 0 0 12C-Osw 2A-2ov 2A-2ov ___ 13A4ocs 12C-Osw 2A-2ov 0.091 0.340 U_340 0.143 w a a e 2.56 9.55 955 4 02 2.81 32.at 35.69 2.75 2.81 1278 59 8 Q 51 0 0 129 76 0 142 263 0 W 1N G 0 0 0 0 0.091 0.340 s s 2.56 9.55 0 0 0 0 0 0 0 0 y/ mil' 13A-4ocs 2A-2ov 0.143 0.340 s s 4.02 9.55 2.75 13.88 0 0 0 0 0 0 0 0 1E12C-Osw 2A-2ov 28-21v 0.091 0.340 0.340 w w w 2.56 9.55 9.55 2.81 35.69 35.69 0 0 0 0 0 0 0 0 0 0 0 0 13A-4ocs 2A-2omd 2A-2ov 0.143 0.580 0.340 w w w 4.02 16.30 9.56 2.75 18.38 35.69 0 0 0 0 0 0 0 0 0 0 0 0 q O 12C-Osw 11D0 0.091 0.390 n 2.56 10.96 1.72 11.88 0 0 0 0 0 0 C 168.38ad 0.026 0.73 1.40 78 78 57 109 F M-191 0.050 1.40 0. 0 0 0 0 F 22A-tpl 0.989 27.79 0.00 0 0 0 0 6 c) AED excursion 7 Envelope loss/gain 539 all 12 a) Infiltration b) Room ventilation 379 0 122 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 0 Subtotal (lines 6 to 13) 917 933 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 22% 28% 0 0 0 917 202 0 0 0 933 257 Total room bad Air required (clm) 1 1 ills 58 1190 52 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrrightsoP!- 2018-Apr-12 15:59:55 Right -Suite® Universal 2018 18.0.10 RSU24011 Page 9 nbrookCaplivaBGL%Lot222ThornbrookCaplivaBGL.rup Cab - M.18 House laces: E jJob: Lot222ThornbrookCapti... DEL -AIR Duct System Summary Date: June 14,2014 HEAMO•AIR C0NDVI11111'm10 Entire House By- RH DEL AIR HTG, A/C & REFRIG. INC 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333.266S Fax: 407.333.3853 Web: WWW.DELAIR.COM For: Taylor Morrison 540 Red Rose Lane, Sanford, FL 32771 External static pressure Pressurelosses 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 0.139 in/100ft 1140 cfm Cooling 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.139 in/100ft 1140 cfm 172 ft Name Design 13tuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Mad Actual Ln (ft) Ftg.Egv Ln (ft) Trunk Bdrm 2 c 3131 92 136 0.292 7.0 Ox 0 VIFx 12.2 70.0 Bdrm 3 c 1845 79 80 0.259 6.0 Ox 0 VIFx 22.8 70.0 Bdrm 3 Wic h 326 17 12 0.265 4.0 Ox 0 VIFx 20.6 70.0 Blh 2 h 551 29 22 0.316 4.0 Ox 0 VIFx 5.9 70.0 Sth 3 h 1119 58 52 0.295 5.0 Ox 0 VIFx 11.3 70.0 Dining h 1970 102 74 0.181 6.0 Ox0 VIFx 42.3 90.0 st1 family/Great rm h 3554 184 173 0.139 8.0 Ox 0 VIFx 67.3 105.0 st2 Kitchen c 1720 69 75 0.183 6.0 Ox 0 VIFx 41.0 90.0 SO Laundry c 775 29 34 0.191 4.0 Ox0 VIFx 35.6 90.0 st1 Loft h 1931 100 91 0.272 6.0 Ox 0 VIFx 18.4 70.0 M.8th h 993 51 16 0.180 5.0 Ox 0 VIFx 43.1 90.0 SO M.Wc c 1 0 0 0.142 4.0 Ox 0 VIFx 64.5 105.0 st2 M.wic c 1 0 0 0.181 4.0 Ox0 VIFx 42.3 90.0 st1 Master bdrm c 4003 153 174 0.144 8.0 Ox 0 VIFx 61.1 105.0 st2 Open to Below C 4131 117 180 0.254 7.0 Ox 0 VIFx 24.6 70.0 Pwdr h 1143 59 22 0.193 5.0 Ox0 VIFx 34.4 90.0 st1 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk st2 Peak AVF 337 347 0.139 442 12.0 0 x 0 VinlFlx st1 SO Peak AVF 648 567 0.139 606 14.0 0 x 0 VinlFlx t wright.Soft- 2018-Apr-1215:59:56 Right-Suile® Universal 2018 18.0.10 RSU24011 Page I9 nbrookCaptivaBGL\Lot222ThornbrookCaplivaBGLrup Cale a MJ8 House laces: E Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design FIR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rb1 Ox 0 1140 1140 0 0 0 0 Ox 0 VIFx wrightsoft2018-Apr-1215:59'58 r Right -Suite® Universal 2018 18.0.10 RSU24011 Page 2 ACCA.. nbrookCaptivaBGL%Lot222ThornbrookCaptivaBGL.rup Cale . 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: Lot222ThornbrookCaptivaBGL Builder Name: Taylor Morrison Street: 540 Red Rose Lane Permit Office: City, Stale, Zip: Sanford , FL , 32771 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 requirements The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within comers and headers of frame walls The junction of the top plate and the lop of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/door jambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or Floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side Floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spac as. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind naning anti wiring Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 4/12/2018 4:03 PM EnergyGauge® USA - FlaRes2017 FBC 6th 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: This checklist 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). Energy Performance Level (EPL) Display Card (one page) HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7 Mandatory Requirements (five pages) Required prior to CO for the Performance Method: Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) A completed Envelope Leakage Test Report (usually one page) if Form R405 duct leakage type indicates anything other than default leakage", then a completed Form R405 Duct Leakage Test Report (usually one page) 4/12/2018 4.02:54 PM EnergyGauge® - USRCSB v6.0 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: Lot222ThornbrookCaplivaBGL Builder Name: Taylor Morrison Street: 540 Red Rose Lane Permit Office: City, Slate, Zip: Sanford. FL, 32771 Permit Number: Design Location: FL, Orlando Jurisdiction: 691500 Cond. Floor Area:: 1989 sq.ft. Cond. Volume: 18299 cu ft. Envelope Leakage Test Results Regression Data: Co, n: Single or Multi Point Test Data R: HOUSE PRESSURE FLOW: 1 Pa cfm 2 Pa cfm 3 Pa cfm 4 Pa cfm 5 Pa cfm 6 Pa cfm Leakage Characteristics Required ACH(50) from FORM R405-2017 : Tested ACH(50) ' : Tested leakage must be less than or equal to the required ACH(50) shown on Form R405-2017 for this building. If the tested ACH(50) is less than 3 the building must have a mechanical ventilation 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)(0, (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 heal 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)(0, (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: 4/12/2018 4:03 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software OF-tRE STq?B V. ffdff- y , f •= U 13 G A p COD WE Page 1 of 1 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods AOORESS: 540 Red Rose Lane Permit Number: Sanford , FL , 32771 MANDATORY REQUIREMENTS See individual code sections for full details. SECTION R401 GENERAL R401.3 Energy Performance Level (EPL) display card (Mandatory).The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085. Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table R402.4.1.1. as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0 2 inch w.g. (50 pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(0, (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 lest, shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. S. Healing 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-buming 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 IeakagdVindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 L/s/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 L/s/m2), when tested according to NFRC 400 or AAMA/ WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. 4/12/2018 4:03 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential. R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SECTION R403 SYSTEMS R403.1 Controls. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the healing load. R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or 7). Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(0, (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 manufacturers air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire system, including the manufacturers 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)Healed 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 heal tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 4/12/2018 4:03 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complian Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 '/2 inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies (Mandatory). R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100'F to 140'17 (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 bumer(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 satisy 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 to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10 otherwise. R403.7 Heating and cooling equipment (Mandatory). R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved healing and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This Code does not allow designer safety factors, provisions for future expansion or other factors that affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM CFM) MINIMUM EFFICACY a CFM/WATT) AIRFLOW RATE MAXIMU CFM) Range hoods Any 2.8 cfm/watt Any In -line fan Any 2.8 cfm/watt Any Bathroom, utility room 10 1.4 cfm/watt 90 Bathroom, utility room 90 2.8 cfm/watt Any For SI: 1 cfm = 28.3 Umin. a. When tested in accordance with HVI Standard 916 4/12/2018 4:03 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.7. or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal, rating -lest value and shall not be used for equipment sizing. Manufacturer's expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1. and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1. R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric bumers 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 healing equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50'F (10'C), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40'F (4.8'C). R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an integral part of the heater mounted on the exterior of the healer, or external to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2 Pumps that operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered energy, such as from a heal pump or solar energy source, covers or other vapor -retardant means shall not be required. R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 4/12/2018 4:03 PM EnergyGauge® USA - FlaRes2017 - FBC 61h Edition (2017) Complia Page 4 of 5 R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160. Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verity procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. R403.11 Portable spas (Mandator M energy consumption of electric -powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps. Exception: Low -voltage lighting. R404.1.1 Lighting equipment (Mandatory)Fuel gas lighting systems shall not have continuously burning pilot lights. 4/12/2018 4.03 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of 5 W[NOOW WIOifIS r u r• wpoawuua Ie ua here AfM u Iota ma mr a' SMY ma Mel y r Ww »uw lWl Iaww 7elel P wow xMw n l l ac.tsrrluosroew•era ttaallm eD Iet41/IDI N1 flWdLt1E Y6K 110e Isel wwa ruaw xne a Imara. urwweee• a a rr rai e.rY;u mw;a_ IrA•.YpblrY duct f or wall fan 696RNB Q Must have a rininun clearance of 4 Inches around the air handler per the State 42'x42' A/C Slab By Builder Min. 2' from watt PAO m Yr _uu reNm v IYYpYIIYYLL code. All duct has an r•6 Insulation value. 3' bath duct to wall cap w/fan Nutone 696RNB e' are• dal to ball bap Y/dryer vent ba. 3' bath duct to well cap w/fan Nutone 696RNB Ywbe m YYd1 Y L Yeelydl0 rY..rl. wrrmv b_lAY Y fxrYrr Oi 8 XN NO oa g 5_N Q r AlYA:e b: In 00 -U i zo_ N Co Co LU 0 Cn V Q w lJ V Y O N 0_' > CC Q O z a No C Z 4I N 2 3 = i,—UNF— Q } N m W •• > z 0 z Oco W 3 O J O O Q0: ma_JlnInO RECORD COPY DESCRIPTION AS FURNISHED: Lot 222, 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 LIMITRO W BEAROALLS MAP OF ST JOSEPH PLAT BOOK 1. PACE 114 S 00R12 21 " E 40.00' 10 LANDSCAPE. FLEI ICE AFC WALL ESMTS LOT 222 5.00' 1 16.0 LANAI 3• AC•s Ok to construct single family5.00' 5.00' homywithsetbacks30.0' and impervious areaShownonplan. CarD,;,t _ i3 i MS e PROPOSED RESIDENCE c MODEL: CAPTIVA-B n2CARGARAGELEFT M LOT 221 C, LOT 223 r o co co Cn gtiENTRY 5.00' M Di 8.7' 5.00' hO 5.00' 21.3' 16' DRIVE 25.20 5.18' 0 10' UTIL ESMT b0 i. ryO--------6B75' oPC 5' WALK 3" FLARES ON LOT AREA CALCULATIONS: LOT = 4.777 SO.FT LIVING - 1.157 SO.FI 8.8.)N 00414'55" W GARAGE - 451 SO.FT ENTRY - 74 SO.FT 40. 00' LANAI - 128 SO FT. BREEZEWAY- N/A SOFT. DRIVEWAY - 403 SOFT. RED ROSE LANE AICPAD = 12 SOFT. WALWALKWAY = 75 SOFT. 50' R/W) TRACT I (UTIL. & ACCESS R/W) IMPERVIOUS = 48.1 X 2.300 SO.ri SOD 2 477SU.F1P- LOi AR A CA U SO.FT440 PROPOSED - FINISHED SPOT GRADE ELEVATION APRON - 114 SO.F7. PER DRAINAGE PLANS BUILDING sETBAGKs: PLOT PLAN ONLY*. SIDEWALK = 200 SO.FT. PROPOSED DRAINAGE FLOW FRONT - 25' NOT A SURVEY) SOD 136 SOFT. A= LOT GRADINC TYPE A PROPOSED F.F. PER PLANS a 22.6' REAR - 15' SIDE = 5.0' PROPOSED INFORMATION SHOWN AREA 5,217 SO F7. SIDE CORNER a 10' BASED ON SUPPLIED PLAN DRIVEWAY - 517 SO.F7. PROPOSED GRADE PER CONSTRUCTION PLAN + AND/OR INSTRUCTIONS PER CLIENT NOT FIELD VERIFIED SIDEWALK 275 SOD 613 SOFT. SOFT. CRUSE'NMEIYL'R—SCOTT do ASSOC, INC. — LAND SURT1T`Y0RS LCGCHO - LEGEND - 5400 E. COLONIAL OR. ORLANDO. FL. 32807 (407)-277-3232 FAX (407)-658-1436 Pr PLATMELD FOL. TV. POINT ON LING TY/UAL HOMES: ID. DRIN PIPC Nut POIHT Or RCVCRSE CURVATURE 1. THE UNOLRSICNLO DOES MREDY CERTIr1• MAT TICS SURVEY MEETS THE SGNOAROS OF PRACTICE SET MTH BY THE nOMRD OADOAOrIA. IRON ROD PLL POtNI Or COOOUND CURVATURE PROFESSIONAL SURVEYORSAND MAPPERS IN CHAPTER lJ-17 FLORIDA ADMINISTRATIVE COOS PURSUANT TO SEL'TION 472.027. FLONOA STATUES CA CONCRETE MONUMENT RAM RAOLAL 2. UNLESS EMBOSSED WTH StOWM*S SIGNATURE AND ORIGINAL RASED SEAL, IM5 SURVEY MAP OR COPIES ARE NOT VALID. SET 4R. RAC. UB• IA •/ TIER ISlL 01NI HA MATH - RADIAL POINT IFM SURKY WAS PREMED /ROM TTR2 INFORMATION nNUMIE0 TO ME SURVEYOR. WERE MAY BE OTHER RESTRICTIONS PAL POINT Of RCGIUNIMG o CALL. CAL CALCWttNULACALCAR.ATCOOR &SEMENTS THAT ARET:T THIS PROPERTY. P.Ot. PO PIT OT CONNMCNCEMENT PRx KRMANENT RCfEIRCNt[ IONUMEM 1. NO UNDERGROUND WPAOVEMEMS HAVE BEEN LOCATED UNLESS OTHERMtSE SIIOMYI. l CENTCRLINC ff. rINIS ED FLOOR CLCVATIOR S. THIS SURVEY IS PREPARED FOR THE SOLE MOW OF THOSE CERTIFIED TO AND SHOULD NOT BE RIC UED UPON BY ANT OTHER CNTIIV'. Mtn MAIL L DISK R.SL 2UtLO1NG SCTRACK LINE R. DIMENSIONS SHOWN FOR TIME L=TION OF &~VEMENTS HEREON SHOULD NOT BE USED TO ftMMRUCT BOUNDARY LINOS. R/V RIOHT-0 -VAY Rx RJ. O:HCNNARK RASE WAR" 7. REARD" ARE 840 ASSUMED DATUM AND ON ME LINE SHOWN AS 9.LSE BEARING (B.S.) ORAIN. DRAINAGE A El"At10NS If SNIOMN. ARE BASdD ON NATIONAL GEOMIX DARN Or 1920. UNLESS OIND" E NOTED. UTIL. UTILITY R. CERDFICATE Of AUTHORIZATION Mt 43". CLfC. wort. CHAINLINK TCICC WOOD rCMCC C/R CONCRETE BLOCK SCALEI1 • - 2O DRAWN BY.' ••• P.C. P.T. POINT Or CURVATURE POINT W TANGENCY DATE ORDER No. DCSC. DESCRMTtONR CERitFlED BY._ L RADIUS ARC LENGTHPLOTPLAN 04-12-2018 2260-18 O C DELTACHORD CACHORD REARING I NORTH THIS BUILOINC/ PROPERTY DOES.NOT LIE WITHIN ----- — -- • - -- • -- -- THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER 'FIRM' TOM X. C-RUSENMEM0. R.LS. 1 4714 ZONE MAP / 12117C 0055 F. JAMES W SCOTT. R.LS 1 4801 STATE CERT .LIC EC13003715 ELECTRICAL SERVICES, INC. HOLDER: JOSEPH STRADA 3400 St JohnsPkwy STRADAN NEC 2011/FBC 107 SANfORD. ORD.fL 877.906.1113 ELECTRIC • SECURITY ELECTRICAL LOAD CALCULATIONS MODEL: CAUIVA BUILDER TAYLOR MORRISON SUBDIVISON VOLT/AMPS LARGEST LOAD: HEAT PUMPS W/SUPPLEMENTAL HEAT 2418 Includes Heal Pump and Heat Strips on together @ 100%. Square feet Irving area 12891 3 voltlam s 5967 Small Appliance Circuits 3 4500 Laundry Circuit 1 1500 Dishwasher 1 1500 Water Healer 1 4500 Range 1 8000 Oven 0 Cooktop 0 Microwave 1 1100 Oryer 1 5000 Disposal 1 50o Pool 0 misc mist TOTAL OTHER LOAD 32587 FIRST 10KVA@100% 10.000 REMAINDER @ 40% 9027 LARGEST LOAD 9418 TOTAL LOAD 28.44 V.A./ 240VOLTS= 1 119 SIZE RECOMMENDED 150 MINIMUM PER ISO SERVICE SIZE: NEC 4032 10000 6500 5040 10000 6500 5280 10000 6500 6188 8000 5200 6888 8000 5200 8160 10000 6500 ITQ3'i9 TON OTY KW 1.5 2990 5000 3250 0 2 4032 5000 3250 0 2.5 5040 5000 3250 0 3 5280 5000 3250 0 3.5 1 6168 5000 3250 9418 4 6888 5000 3250 0 5 5 KW SETUP 8160 5000 3250 0 9418 O RRE0S ou n MP 30: i2'ao: moo' fir' dlZS d Note: This Load Cale is base on the information provided by the builder. The recommended service size will be installed leaving suKeient usage lot future homeowner. ENGINEERING PACKAGE Builder: TAYLOR MORRISON Project: 9A6/9A7 THORNBROOK Model/Building: 198MB/198TB Lot Alt: 02/ Lot: 222 Address: JobNumber: N330051 Block: Unit: 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 STRONGBACK BRIDGING GUIDELINES FOR ROOF TRUSSES 1-1 Ll, a —. I- %- . , ..., N.T.S -Not To Scale) has Design Crit: TPi•2002 INIS Ova rRIFARIO FAN COMMA IR OT (LOADS 1 OININS10wS1 11164 lie ar VMS$ NIA. Strongback Bridging Guidelines for Roof Trusses Stronyypeck Dr1d tng for roof tpUSSlS 1s not a requirement of ANSi•TPi 1.2802 but 1t 1s a strongly recommended guideline by Carpenter Contractors of Amertu . It serves the following two functions: 1) Bridging aligns the bottom chards after they are set so they are uniform along the ce111ng 11ne. This, to turn helps min1m12e wry ceilings' after the lnatal Ltlon of drywall. 2) Bridging helps 'Dlantng•out' the transitional or relative deflection of adjacent trusses due to an offset in spans. In either case, strongback bridging should not be attached to adjacent trusses tnet need to be jacked into place more then 1( inch. Strongback bridging in roof trusses does not serve as temporary or perrenent bracing and is not Intended to help distribute or snap! design loads between trusses. Consequently, no design 10ads here been accounted for with this detail end continuous atr0Igb:ck bridging should not be this between common and girder trusses that have more then W inch differential deflection. STRONGBACKS SHOULD BE ATTACHED TO WALLS AT THEIR OUTER ENDS OR RESTRAINED BY OTHER MEANS. STRONGBACKS SHALL BE A MININMUM OF 216. AMC SHALL BE ATTACHED WITH A MiNiMUM OF THREE 16d COMMON OR (3) 0.131 t 3• GUN NAILS TO A 214 VERTICAL WEB MEMBER The graphic shown on this detail Is for generic Illustrative purposes only. The exact location of strongback bridging will be specified by Carpenter Contractors of Anerita. The use of strongback bridging shall to 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/TPt 1.2002 for strongback bridging. illsOet61618••61168GREF1 irf. Alt ham. rain fIL utlarel•, •.. IDul •aa Ku t•er Haft tWtaa v Wap. r - reartu ur. r«tr. « unq .r wan .r•uuu her n wnrm •aft rr.rraW. wt DrmnemmurreraWuranuuuu .mane or,nw.l r•au aw urrr awau wu t aI 4 / INaOA rANT••r,Yf1. • tr• r Mn WIY n of I.tnlUnr <anutTr. fn a«. It. Wal wr n aawuala ua •ar nnaur .ar ml uuw •o r•nnt n tutu rr uuu n ewratw..tt nrr No. a22/2 ALPINE uta r uutvrw. wlw. rlraaw, uauua t wane v Tauaata. LL air catlnN M. AMIILaaLI I'MIUM ar ra IUTta.a rt«t ant, a• haul ua bt. In aG •111 urttlar rWff 4l •ur a. N/tl/Ia4 d.vu/ta Jn •nf UJt •a/O h, •p.aal t•lr. Hot , —11 ttnu n t•r It .1 mu ua. —... aennut luaru u vu rur. hunt. m rumf er.•t. aTATE OF arnanr v n.ru rtut•u ar /q wu u •v •rna n v nu•nr a/.f. • a•a a. nu t1 10iOweamm,e 0- mnh a" be. ua.In uua•nf •eatn.•a v .uraauta a uu.wut mrWuutr• arttr .r rn rmf ewrar '°[ Iia'vwa CII FL 33aN atiawi xiirrNt uiiiiiiiT i iu it v nn cne.m .v ur aotwa a nt wwawutr r na FL CO 002fa Jul dti00. Simpson Strong -Tie= Nood Construction Connectors Hangers HU/HUC handers may be instalod on a rnasonrylwicreto wag as described telow. Additionally, HU hangers with one flange concealed may rie installe!f similarly. HU and HUC products are heavy -duly face -mount joist hangers made from 14-gauge galvanized steel. The HUC is a concealed flange (face Ranges turned in) version of the HU. HU is available with both Ranges concealed, provided the W dimension is 2W or greater, at 100% of the table bad. Specify HUC. HU is available with one Range concealed when the W dimension is less than 2 MC at 100% of the table bad. Specify as an 'X' version and srecity Range to conceal. For arrr HU of HUC shown in this catalog, the user may sLkvikne all face nab Stith'.%: r 1 W Tnerir 2 snits Model ITN2-25134H). Follow all installation instructions and use the loads hnm this rataing. Material: 14 gauge Finish: Galvanized; ZMAX• and stainless steel available Installation: Attach the hangers to corn Leta or GFCMU vats using hex -head Then" 2 scrLws. men screws for GFCMU (14' c 231. - Modi,tl TTN2-25234H1 and for conniste VW x 1 t: - Mt-xlel 77N2-25134M are not pra.4oed with ilia hangers. Drill the' -diameter hole to the specified embedment depth plus W. Ahernatively, drill the VW -diameter hole to the specified embedment depth and blow a clean rtstng compressed air. Caution: Oversize diametar 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 bad capacity. I 11a1 Inslallation'lcol Kits are available. 'f hcy IntAude a lie' drill tat and nex•head driver bit (Model TTNT01-RC); a 4'j drill UI is also a-alable (Model MOB18412). A minimum end and edge distance of 1 *A' is required. Options: For skewed hangers use 75% of tatls uplift load. If hanjer wa11h is grater Man 34v , tholl use 80% of tal-AP download; otletwise use 100% 01 taL-1s dova$* crl. Codes: See p. 14 for Code Reference Key Chan rar=3W tWpes MUC410 114. rnk w's. HUC410 Installed on Masonry Block End Wall HUC410 Installed on Masonry Block End Wall SIMPSNO 279 Simpson Strong -Tie' ltlood Construction Connectors Hangers (cont.) Th&te products are m ailBMe vath adddorad rxNrosion protection. for more information, see p. l & SIMPSON Strong,Tie Model No. fasteners Allowable loads (OF1SP) CadeGFCMUConcrete Standard Concealed GFCMU Titan' 2 Ctmerete Ttten' 2 Joist WWI 160) cam 100/1251 Uplift 160) no" 100/125) pet. HU26 HU26X 4) 'i: x 1 }: 4) !%: x 1 %• 2)10d x I W 335 1,000 335 1,545 HU28 HU28X 6) : x 14.' l6) !' x 1 +: 4) IOd x 1'h' S45 1,500 760 2,400 HU210 HU210X 8) !v x 1 }:• 8) %,x 1?6' 4)10d x I W 545 2,000 760 2.415 HU46 (Min.) HUC46 8) '4• x 1?:' 8)'%: % IV' 4) IOd common 760 2,000 760 3,200 HU46 (Max.) HUC46 121 •V) i A 12 6)10d common 1,135 3.000 1,135 3,950 HU26-2 (Min.) HUC26.2 8) W l x:' 8) 51 % 1 v 4)10d common 760 2,000 760 3,200 HU26.2(Max.) HUC26-2 I2)'.V 11; 12)'.: r11: 6)10dcommon 1.135 3.000 I'm 3,950 HU48 (WuL) HUC48 10)'.Y r I IW 00? a r. 14,.- 4)10d common 760 2.500 160 1 3.725 HU48 (Mara HU048 14) A', 145' 14) r::: a: 6)10d common 1.135 3,500 1035 4,920 HU28.2 (Min.) HLIC28-2 10) % I I I 101 W r 11, 4)10d Common 760 2.500 760 3.725 HU28.2(Max.) HUC28-2 14)!4 r 1IW 14)?': s 11'.' 6)10dcommon 1,135 3,500 1,135 4,920 HU410 (Min.) HLIC410 14) :':: 14S 114 ,. r 1 6)10d common 1,135 3,500 1.135 4,220 HU410 (Max.) HUC410 18)'A" x 11 ' 18) '%•" x 14. 10)10d common 1,800 4.500 1.800 4.920 HU210.2 (Mtn.) HUC210.2 14)'/.' x IV 141'%: r 11. 6)10d common 1.135 3.500 I'M 4,920 HU210.2 (Maw.) HUC210-2 18) % s I AV 181x i1'.' 10)10d common 1,800 4.500 1,800 5,085 HU28X Skew 45' Not ava lahle) 6) 'i: k 1 y" 6) 'A' x 1 ?6' 4) 10d x I W 670 1,500 670 2.400 HSLILA26- 2 HSIA/RC26-2 121:: 11V 121:•: rIan 4)16dx2W 900 3,000 900 3,135 HU24. 2 HUC24-2 4) !•:" x 74s" 4) -.4" x 1 u," 2)10d common 1 380 1.000 380 1.545 HU212 HU212X 10) 1,V x 2-Y. 10) "Ir x I I 6)10d x I W 1.135 2.500 i,135 2.665 HU214 HU714 121'%a' r .^• W 12':: x IAli 6) lOd it I W 1,135 2.665 1,135 2.665 HU26. 2 (Mxta HUC26-2 (Min 8) v" x 2?0' 8) '%: % 1IN, 4)10d common 760 2,000 760 3,200 HU26- 2 (Mar.) HUC26.2 (Max.) 121 /: r 21s IZ : r I- 6)10d common 1,135 3.000 11.135 3,950 170 HU26- 3 (Mn.) HUC26-3 (Min.) l8 :: x 2?'." 8) !%: > 1!:" 4) IOd common 760 2.000 760 3,200 1I1. 126.3 (Mar.) IIUC?.&3 (Mar.) 121 'A' r i1,- IZ !: x 11. 6) 10d common 1.135 3,000 1,135 3,950 HL128. 2 (Min.) HUC28-2 ptin.) 10)1:: x 24'P 10) x ii: 4) 10d common 760 2,500 760 3,725 HU28- 2(Max.) HUC28-2(Maxa 14) A' r24i 14)':: x'a14- 6)10dcommon 1,135 3.500 1,135 4,920 HU210- 2 (Min,) IIUC210.2 (Mm.) 14):14' x 21': 14) tV r 11:' 6)10d common 1 t35 3,500 1,135 4,920 HU210. 2 (Max.) HUC210.2 (Max.) 18) !': x 2W 181 ;Y x I i'.' 10)10d common 1,800 A,500 1.800 5,085 HU210. 3 (Mina RUC210.3 (Mm 1 141 /: x 241 14) :Y r ' 11 6)10d common 1.135 3,500 1.135 4.920 HU210- 3(Max.) HUC210-3(Max.) 18)V 121v 18) /: x11: 10) Iod common 1,800 4,500 1.800 5.085 HU212- 2 (Min.) HUC212-2 (Min.) 161 M. x 2W 16) ! x I i'.' 6)10d common 1.135 4,000 9,135 4,920 HU212- 2 (Max.) HUC212-21Max.) 221'%; r 2?'.' 2211%,' •r I b:' 10)10d common 1,350 5.085 1.350 5.085 HU212. 3 (Min.) HUC212-3 (Min.) 16) 7t1'.' 16) :': OW 6) IOd common 1,135 4.000 1.135 4.220 HU212- 3 (Max.) HUC212-3 (Max.) 22)'47r 2U.' 22) 111•:• 10)106 common 1,800 5,0e5 1,800 5,085 HU214. 2 (Min.) HUC214-2 (Mn.) 181 %V x 2A, 18)x I?'': 8) IOd common 1,515 4.500 1,515 5,085 HU214. 2 (Max.) HUC214-2 (Max.) 241 !: r 2- 24) V x I W 12)10d common 2,0i5 5.095 2,015 5,085 111. 1214-3 (Mina 11LIC214-3 (Min.) 18) 'V x 21V4' 181'Y z I 8)10d common 1.515 4,S00 1,515 5,085 HU214. 3 (Mar.) HUC214-3 (Max.) 24) .•.' x 241 241 •V x 14'." 12)10d common 2.015 5,08S 2,015 5,085 HU216 HU2%X 18)! x241" xi41" 8)10dxI1h' 1.515 2.920 1,515 2.920 IIU21& 2 (Min) IIUC216.2 (Mtn.) 201 tV r 2W 20)'/: r I V 8)10d common 1,515 4.920 1,515 4,920 lIU216. 2 (Max.) IIUC216.2 (Max.) 26) VIC r;1V 26)14'1 1 W 12)10d common 2.015 5.085 2,015 5,085 HU216- 3 (Min.) HUC216-3 (Mina 20114' r;W 20)'%." r 1 ti; 8) 10d common 1.515 4.920 1,515 4,920 11U21& 3(tAax.) IlU C216.3(Max.) f26)::'r"rl:" 2fi)'i.'r1>. 12) 10d common 2.Oi5 5.085 2.015 5.085 1. Uolth bads crave been irtcreased for earthquake or w,rtd duration wdn no further 0011SM is slowed; r- Atoe when nttEe bads govam. 2. ML- 4num fe = 2.500 psi and minimum fry - I = psi. 3. Now orgy orte Havre is earteuekad eP&* right w loft wwaaW dartye. A. Models with 'X' are not stock item& S. PmUwis 6n=9 I* nsu&- su- h that 1 ew; W-,vs Stu col 0 poaud t0 w::athet. Fasteners: t6d aanmwn . 0.162' &L x 31UV; tfid • 21W . 0.162' dta. x 210' bog; IOU c itxnen . 0.148' d•a. x s- brig. 10d x t I%' = 0. f 48' oa x TTN2.25134H = r V%' Titen 2; T 1'A2-25234H = !': r 2L" Tit-w. 2; TTN251.4H = Tder '.1** 144" and TTW2.%34H -T, tan a: x 2!4' rn*/ uko tm teri a1 IJ =Je iawti. See pp. 26 -27 tkr otrw n:1 dizm and 11VO( or. 280 UPDATED 04117117 Simpson Strong -Tie' /ood Construction Connectors Hangers (cont.) These products are available Hnh adonional corrosion protection. For more information, see p.18. SIMPSON S7;2'OI1-, Tie Model No. Fasteners Allowable loads (OF/SP) CodeGFCMUConcrete Standard Concealed GFCMU ten• 2 Concretexete Ttten• 2 Joist Uplift 160) Down 1001125) Uplift 160) Oo 10011251 ttet' HU44 HUC44 4)'i:: 2W 4)'i." v 1 W 2) 10d common 380 1.000 380 1.545 HU46 (M6t.) HUC46 (Min.) 8) % x 2;." 8) '!: x VW 4)10d common 760 2.000 760 5.200 HU46 (Max.) HUC46 (Max.) 12 .:- x 2?.' 121 x I W 61 IOd common 1.135 3,000 1.135 3ASO HU48 (Min•) HUC48 (Min•) 101 V, r ."4: 10) !': r t 4': 4)10d common 760 2.500 760 3.725 HU48 (Max.) HUC48 (Max.) 1415.' • 2V 14)'ri • 1?: 6) 10d common 1.135 3.500 1.135 4,920 HU410 (Mtn) HUC410 (Mn 14) :.' x 2;7 141'.1 r 1;:' 6)10d common 1.135 3.500 1,135 4,920 HU410 (Max.) HUC410 Max.) 18) !" • ,% I8) v • I ?': 101 10d common 1.800 4.500 1AOO 4,920 HU412 (Min.) HUC412 (Min.) 161 ! : 2 .' 16) .' : I:W 6)1Off common 1,13S 4.000 1.135 4,920 HU412 (Max.) HUC412 (Max.) 22)'•:" it 2:W 22) ! . 1 ?4' 10) 10d common 1.800 5.085 1.800 5.085 HU414 (Min) HUC414 (Mil.) 18) i.- - 2`: 18) A . IN" 8)10d common 1.515 4.500 1.515 SA85 HU414(Max.) HUC414(Max.) 24)'::7?:' 241'4 x1W 02110dcommon 2.015 5.085 2.015 5.085 HU416 (Min) HUC416 (Mn.) 201 ': r 24. 20) S: r 1l'.- 8) 10d common 1,515 4.920 1.515 4.920 HU416 (Mar.) HUC416 (Max.) 26) ::' 121,1" 26)':: , 1 i'." 121 10d common 2.015 5.085 2.015 5.085 HU66 (Mil.) HUC66 (Min.) 8) S•:' , 2W M %- . 1 s•: 4)16d common 900 2.000 900 3.200 HU66 (Max.) HUC66 (Max.) 12) ::" 2:'.' 12)." . 1!.' 6) 16d common 045 3,000 1,345 3A50 HU68 (Mil.) HUC68 (Min.) 10) ! r 2?? 10)14 -t I W 4)16d common 900 2.500 900 3.725 HUGS (Mar.) HUCG8 (Max.) 114) 7," r 73': 141'.: r IA:" 6)16d common 1,345 3,500 1.345 4,920 HU610 (Min) HUC610 (Mtn.) 14) F.' , 7: 14) .' . t i? 6116d common 1,345 3,500 1,345 4.920 HU610 Max. HUC610 (Max.) 181 14' r 23-.' IS) Y : t :?A" 8) 16d cannon 1.795 4,500 1.79S SA85 HU612 (Mtn.) HUC612 (Mn.) 10 % x 241, 16) ! r 14': 6) 16d con mm 1,345 4,000 1,345 4,920 HU612(Max.) HUC6121Mai.) 22)'A'.2+V 22)1!4'41is 8)t6dcommon 1,705 4.920 1.795 4.920 170 HU614 (Min.) HUC614 (Min.) 18) '.•, • x 2w'.' Ib) !: x 1-: 8)16d common 1,795 4.500 1,795 SA85 HU614 (Max.) HUC614 (Max.) 24) x 1, 24)'r , I-W 12) l6d ca mon o15 S,08S 2A15 5,08S HU616 (Min.) HUC616 (Min.) 20) :: x BV 20) is < I iY 8) 16d cannon 1,795 4.920 1.795 4.920 HU616 (Max.) HUC616 (MAN.) 261 !'.' it 2:F," 26) :r: x 1 b: 12116d common 2,015 5.085 2.015 5.085 HU7 (Min.) Not avadx* 12) ::' • 1 t: 121 !<' • 1 i': 4)10d x I IN' 545 2.980 760 2.980 HU7(Mar.) Notalable) 16)':" :y: I6)::::1?: 8)10drIw 1,085 3,485 1.085 3.485 HU9 (Min.) Not availzblel 181 '• v 14e 181 "•: r IV." 6)10d x I 1.135 3.230 1.135 3.230 HU9 (Mar.) Not available) R41 %r • I'-, 24) V: 1 !:" 10) 10d x I W 1.445 3.735 1445 3,735 HUI 1 (Min.) Nat available) 22) - 7 x I?.' 22) % x I ' 6)10d x I W 1,135 3,230 I.135 3.230 HUI I (Max.) Mot Zak* 301 :" r 1-': 30)': r 1 Y" 10) 10d it I'A' 1,445 3,735 1,445 3,735 HUI4 (Mtn.) Not available) 28) 14"'. 1?•.' 28)'4" : t?: a) cod x I W 1.515 3.485 1,515 3.485 HUI4 (Max.) clot available) 36) V x 14:" 36)1•1' x 1 Y- 14110d it 1'A' 2.015 4.245 2,015 4.245 HU3.25AO Not available) 22)'."1ly: 22)1IW 10)10dcommon 1,&% Mills iA25 5,085 HU3.25112 No available 241 .: •.' 1 }: 24) : 1 .' 121 10d common 2,OIS 5.085 2,015 SA85 HU410.2 (Mn.) HUC410-2 (Mn.) 14)!.A' r 14- 14) !: r t 3' 6) t6d common 1.345 3.500 1.345 4.920 HU410-2 (Max.) HUC410-2 (Max.) 18)1,'V • 1 ?•: 18) "' • 1 i4" 8) 16d common 1.795 4,500 1,795 5,085 HU412-2 (Min.) HUC412-2 (Min.) 161 x i'% 16) = 1?'I 6) l6d common 1,345 4.000 1.345 4.920 HU412-2 (Mar.) HUC412-2 (Max.) 22).'. x 1a:" 22)': r 11'.' 10)16d common IAA 4.920 IACO 4.920 HU414-2 (Mn.) HUC414-2 (Mn.) 20) :•" r I Mk* 20) :': , 1 V 8)16d common 1,79S 4,920 1.795 4,920 HU414-2 (Mar.) HUC414-2 (Max.) 26) :" it VW 26)1W x I i.' 12) 16d common 2,015 5.085 2.015 5.085 1. UPI-ft leads have been increaser: for earlhouake or wind duration with no further increase is alowed; inNJCd whyn otror 1.4wU gcverfi. 2. Minimum "c = 2,500 psi and rrininuun I'm = 1,S30 psi 3. When o* one br%ge is coroealee specify right or left concealed flange. 4. Models with ')r are not stork dens. S. Producls shall btl I .stap:d vu91 'uml T tin` =imvs oro rwt a-posec ro wcather. Fasteners: ICa axrvtun = 0.102' da. " 311Y I^: I'.d x 2W = 0.10' dta , 2W 1,x9. IOej con•nvon = 0.14c' da. < 3' kg; IOc 4 I H* = 0.1.18' dia. r 1!-.' (ring. Tlta2-25134! 1= :1' < IQ' Tren 2. TTt12-2623u1=':' x 2L'• Tden 2; TI H251341 I. Ren !;• x 110 and TTN25234H .Then %' 1 :-ts' r ay also be wed t:1 mill lal,lc lo:lds. Sca pp. 2Cr27 for omer nal 61zos and nl3mxltk3n. 281 UPDATED 04/17117 LUS/MUS/HUS/HHUS/HGUS/HGUQ Face -Mount Joist Hangers This product is preferable to similar connectors because of a) ansier Installation• b) higher bads• c) lower installed cost, or a combination of those features. AO hangars in this series have double shear nailing — an innovation that distributes the bad through two pants on each joist nail for greater strength. This allows for fewer nails. faster installation, and the use of all common nails lot the same connection. Double -shear hangers range horn 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 hearing than the LUS. HG11D hangars provide similar cepnciti64 aR HGUS dot hle-shear hangers• but they use Simoson Strong-Tia• Strong -Drive° SDS Heavy -Duty Connector screws instead of pads for faster and easier installation. In addition, the Strong -Drive SOS 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: GaWnized. Some products available in stainless sled or ZMAX' orating; HGUQ available in HOC; see Corrosion Information, pp.15-18. Installation: Lisa all specified fasteners; see General Notes. Nails must be driven at an angle through the joist or truss into the header to achieve the table bads. t•farzr= 1'Ai fm Ys I j A-w--/ 43 LUS28 6HHUS210-2 6MUS28 SIMPSON Stro11 T1e a e • 6HUS210 HUS26, HUS28, and HHUS stmrtar) Typical HUS26 Installation with Reduced Heel Height Russ Designer to protnde fastener ql tartary for connecting multiple members togedw) CL 235 Simpson Strong -Tie- Wood Cons;ruc!ion Connectors Face -Mount Joist Hangers (cont.) 71wse product; are available with adddanal corrosion , These products are acprored lot irstalation with the Sborg-0rrre• protection. For moveinformation. see p. 18. SD Canneetor screw. See pp. 39-40 for more Wormalion. Model N0. I Min Height SL Dimension (in.) fasteners W H 8 CaffIfirig member Mrbo Single 2s Sizes LUS24 2% 18 1416 31A I ti: 4)10d 2)10d LlIS26 4% Ilia 4Y, 1V4 4)10d 4)10d MUS26 4% 18 11114 5% 2 6)10d 6)10d HUS26 4V* 16 1% 5% 3 14) l6d 6)16d HGUS26 4% 12 i% Mi S 20)16d 8) l6d IUS28 Q. 18 1%, 6% IV. 6)10d 4)1.Od MUS28 69h 18 1%, 6% 2 8) IN 8)10d Ht1S28 614 16 1% 7 3 22)16d 8)16d 6V. 12 1% 71A 5 36116d 12)16d rGS281041/1 18 1% 7 % 1% 8)10d 4)10d 210 8ii 16 I% 9 3 30) t6d 10)16d 1.See tattle bolow for allowable loads. SIMPSON Strong' Tie OF Allowable Leads SP Allowable loads SPFMF Allowable loads Mena Na. Uphill 1601 Floor 100) I Snow 115) Root 125) Wind 160) Uphhl 1601 Floor 100) Snow 115) Roof 125) Wind I60) Up11ftl 1601 Floor1 (100) Snow 11S) Roof 125) WMd 160) cone Rel. Single 2t Sizes LLIS24 490 G70 765 825 1,045 490 725 830 895 1,135 420 575 G55 705 895 I US26 1.165 865 990 1,070 1,355 1.165 940 1.075 1.165 1.475 I,005 740 845 915 1,160 I7,FL. Ll7 MUS26 1,090 1,295 1,480 1,605 1,825 1,090 1,410 1,610 1,745 1,825 fl40 t,t10 1,265 1,370 1,570 HUS26 I.SW 2.720 3.095 3,335 3.335 1,550 2,950 3.335 3,335 3.335 1.335 2,330 2.650 2.820 2.865 HGIIS26 1.0.,0 4,3fi0 4,RM 5,230 S,.i90 1.0.'+n 4,725 5.29n 5,390 5,39n 90S 3,750 4,2nn 4 5M 4.63.5 If. UW8 1,165 1.100 1,255 1,3110 1.72.5 1,165 1.200 1.365 1.480 1,835 1,005 940 1.075 1.165 1,475 MUS28 1,555 1.730 1.975 2,140 2,645 1.555 1,880 2.150 2,330 2.645 1,335 1,475 1.690 1.830 2,275 17. FL, L17 HUS28 2,000 1 3.965 4,120 4.220 4.335 2.000 3.790 3,060 4.070 4,335 1.720 2,905 3.035 3.125 3,435 116US28 VW G,745 6.970 7.125 7,275 1.790 6,4G0 G,705 6,870 7.275 1.540 4,9G0 5.160 5.290 5.745 Ft LLIS21C 1.165 1 1,340 1,525 1.650 2.090 1.165 1.445 1,660 1.795 2,270 1.005 1.145 1305 1.415 1745 17, FL, L17 HUS210 3,000 4,255 4,445 4.b75 5.020 3,000 4.105 4.310 4,450 4,930 f 2,580 3,150 1 3,315 3.425 3,81S Note: For d1mansbra and fastener intormallon, see table above. See tablefoomo:es on 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 451 and/or sloped ton maximum of 45• For skew only, maximum allowable download is 0.85 of the table load For sloped only or sloped anto skewed hargeirs, lite rnaximwn allowable download is 0.65 of the table bad Uplift bads for sloped/skewed conditions are 0.72 of the table load, not to exceed 2.475 lb. The joist must be bevel -cut to allow for double shear nailing HGUS — Skewed Seat HGUS hangers can be skewed only to a maximum of 45•. Allowable bads are: HGUS Seat Width Joist Down Load Uplift W < 2' Square cut 0.62 of table bad 0.46 of table load W < 2' Bevel cut 0.72 of table bad 0.46 of table load 2" < W < 6' Bowl cut 0.85 of table load 0.41 of tablo 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 a41 of table load 236 Acute side apeury angle Top View HHUS Hanger Skewed Right Joist Mist be bevel cut) A8 joist nails installed on the outside angle (non-acule sale). FA f' Face -Mount Hangers Those ooducts ara available with addrtonal corrosion protection. For more information. see p.18. PF These products are approved for installation with the Sirong•Oriws^ SO Connector screw. See pp. 39-40 tar more information. Model Na Min. Heel Heigh) Olmenslons (tin) Fasteners OF/SP Allowable Loads SPF/HF Allowable Loads fade netWH8Mernn0 Member Carded Member Upttlt 160) Floor 100) Snow 1151 Roof 17A Wind 160) Uplift 160) Floor 100) Snow 11 Root 125) Wind 160) Oouble 2v Sizes WS24.2 21/. 181 3'A 3A 1 2 1 (4)16d m Mid 440 800 910 9t15 11,2W 380 680 1 780 1 845 1.070 WS26-2 4% 181 3'A 1 4#A 2 1 (4)16d I6d 1,165 1.030 1,180 1,280 1b25 IA00 880 1.0.0 1,090 1m85 FL RHUS26-2 4% 14 3V6 5% 3 4)16d A l6d 1550 2.785 3,155 3.4p5 s.m I= Z390 Z710 2225 ZZM 17 L17 HGUS26.2 41%& 12 344 5146 4 00 l6d 8) l6d 2155 4,355 4$ 5 SIM 5575 IA55 3.750 4.200 4500 4,795 HGU026-2-SOS3 5* 12 344 Sift 4 12'/.'x3'SOS 4)y'v3'SOS 1.635 5,040 5,565 5.565 5565 1.175 3.630 4.005 4.005 AIM Ft WS28-2 41k 18 3'A 7 2 16d 4)16d 1.165 13t5 1,500 1,625 2.060 14100 1.125 1.295 1,3W 1.765 HHUS28-2 6% 14 344 71/. 3 169 16d 2,000 4.210 4.770 5,140 6,440 1.720 3,615 4.095 4,415 5,375 17. L17, FL HGUS28.2 6%6 12 3464 7% 4 36)16d 12116d 3.235 7.460 7.460 7.460 7.460 2,795 6.415 415 6.415 6.415 HGU028-2-SOS3 714 12 3410 7% 4 10)'/4' x 3' SOS 161 %: v 3' SOS 2,%5 7.330 7330 7.330 7330 1,845 5.280 5,280 5.280 5.280 FL WS2102 6'Ax t8 3'A 9 2 8)16d 111d 1,%45 1,&0 2090h2.M 2870 t500 1,5fi51,785 t,935 2455 HHU5210-2 8% 14 3% 8'A 3 16d 0)16d i "=b 5,635 r80 7.165 3 525 4.635 5 270 5,380 5,765 17 L17. FL HGUS210.2 8%, 12 3i4 gilt 4 46)16d 16)16d 4,095 t00 9.1000 9,100 3.M7.465 7,730 7825 7825HGI10210-2-SOS3 N 12 34U M 4 18)y.'v3'SOS S)/.'xTSOS 3.440 7.415 7.4155 7.415 2.a75 5340 5.340 5340 E340 FL Triple 21 Sizes HGLIS26.3 41% 12141%.1 51h 1 4 1 OQ 16d 8) IGd 2.155 4A% 4,875 5.230 5575 11AM 3.750 4.200 4,500 4.795 17 L17 FL HGUO26-3-SOS4.5 5% 1214"A.1 51h 1 4 12)'/.'x4''h SOS 41'/.'x4'h'SDS 1.635 5.040 5,165 5,165 5,165 1,175 3.630 3,720 3,720 3.720 Fl HGUS28.3 G% 12141101.1 7'/. 4 IGd 1211Gd 3.235 7,4110 7460 74GO 7,460 2.765 6.415 G,415 G,415 6.415 17, L17 FL HGU028-3-SOS4.5 79 12 4'41a 7'/. 4 1(20)'/•'x4'h'SDS Wir4WSOS 2.565 400 9.175 9.175 9.175 IA45 6,050 6605 6.605 SAM FL HGU5210-3 8% 12 44A, k' A41 46)1Gd I6)16d JIM 9,100 2.100 9,100 9,100 3,525 7825 7,825 IA25 7825 17 LI7. FL HGU02t0-3-SOS45 99 12 4 Wit(2M Wx 4'hSOS a V. v4', SOS 3.440 9,745 9,745 9.745 9.745 2.475 1.015 1.015 7A1S 7.015 FL HGLIS212-3 10% 12 4 % 16d 18d 5.045 9,600 9,600 9.600 9,600 4,335 8,255 2SS 8,255 6.255 12% 12 4'4fr t6d 16tl 5,515 10.100 IMIOO 10.100 10,100 4.745 685 8.685 8.685 8= 17, L17 FLHG11S214.3 0tadruple 2v Sizes HGLIS26.4 S'% 12 6V. 5% 4 1 tM 16d 16d 2,155 4355 1 4,675 15.230 55M IASS I a750 4.200 4500 4,705 17. L17 FL HGU026-4-SOS6 Syr 12 6% 5% 4 121/: v6'SOS 4)/: v6'SOS 2.375 5.040 5.165 5.165 5,165 1.710 3.630 1720 3.7201 3.720 FL HGUS28.4 71. 12 G%. AU 4 M)16d IZ) l6d 3,235 7.460 7.4G0 7,4G0 7,460 2.765 6.415 6,415 G,415 6,415 17. L17 FL HGU028-4-SOS6 714 12 6V6 74U 4 10)'/.'v6'SDS v6'SOS 4,020 400 8,10 SAM SAM 2.890 050 6380 6,380 E,3W R HGLIS210-4 9'G 12 6%& 94% 4 16d 6) 16d 4.095 9.100 9555 9555 5100 3,525 7,m 525 7525 17825 7. 57. FL 111GU0210-4-SOS6 91A 12 6%6 94% 4 281 y: v 6' SDS 0 /: x 5' SDS 4.170 IQ26010.26010.ffiO tQ260 34100 7.385 7385 7385 7.385 FL HGUS212-4 1056 12 6% 1O% 4 A 16d 1W 16d 5.045 9,600 Q600 9.600 9AW 4,335 255 25518.255 8.255 17. L17, FL HGUS214-4 12!1 12 644 12ti1 4 01l6d 221IN 5515 1Qt00 i 00 t0,t00 1Q100 4,745 SAM U85 8,685 8685 4x Saes WS46 4% 18 3%.1 44: 2 4)166 4)16d 1.165 1.030 1.180 1,280 1.625 I=1 880 1.010 1A90 1.385 HGUS46 4/a 12 3% 4% 4 I6d a 16d 2.155 4,355 4.875 5.230 5,575 11.855 3,7W 4,200 4,500 14.795 17. L17, FL HHUS46 44U 14 341 1 54k 1 3 14)16d 16d 1.&% 2.790 3.160 3.410 4,265 1335 Z390 Z710 2.925 3.665 HGUO4G-SOS3 5% 12 3K 4'A 4 12) /: v 3' SUS 4) "A" it. ' SOS I,G'lt 5,040 5,1G5 5,165 5,1G5 1,175 3,G>b 3,720 3.720 3.720 Ft• WS48 4% 18 Nit 6% 2 6)16d 4) l6d 1.165 1.315 1.500 1.625 2,060 1M 1.125 1,285 1.3W 1.765 HUS4E 6% 14 351r 7 2 1 16d 1Gd 1550 1,595 1,815 1.9G0 470 1,550 1.365 1,S5S 1,680 2.115 FL HHLIS48 6'h t4 311 7 A 3 22)16d 8) tfid 2A00 4.215 4.770 5150 6.4a0 1,720 36t5 4,095 4,415 E535 17 L17. HGUS48 61% 12 3 1 7SSz 4 din) t6d tL116d 3.235 7,460 7,46U 7,41iU 7.460 2,785 6,415 41j 6,415 6,415 HGU048-SOS3 7Y. 12 3% 6'A 4 1 QMV.-x3'SOS h)V.'v3'SDS 2565 7,330 7,330 7.330 7 1 IA45 5.280 5.280 Kim 5.280 FL LLIS410 6'/4 18 3% 84Y, 2 16d 16d 1,745 L830 2,090 2.265 2,870 15M 1,565 1,785 035 2.455 HHUS410 8% 14 3% 9 3 1 M l6d 101 l6d INS 5.640 6,385 6.890 7.165 3.440 4.835 5.480 5.910 6.165 17. L17. FL HGUS410 83% 12 3% 9Nx 4 46)16d 16) l6d 4,095 9,100 9.100 9,100 9,100 3,525 7,8$r. 7,825 7.825 7.825 IIGU041G-SOS3 9u 12 3% 8% 4 28)'i'x3'SOS lQ5.'x3'SOS 3.440 7A15 7,415 7.415 17.415 2,475 5,340 5.340 5340 E340 FL NGLIS412 I % 12 3% i tor4 4 1 FA 16d 00 l6d SA45 2.15W 9,6011 9b00 19.600 4,335 255 255 8,255 8,255 17 L17 FL HGUS414 11714 12 31l 12rh 4 6hjt6d d2116d 5,515 t0.t00 t4100 t0A0 iQt00 4,745 685 685 8685 8665 1. Upl ft bads have oven increased for wind at earthquake loading with no further increase allowed. Reduce where other bads govern. 2.Wind (IeO) is a download rating. 3. Minimum Fred height shown is required to achieve full table bads For lass than minimum had hoot, see techttrel bulatitt T-C REDHEEL at strongtie.eom. 4. Titus ch_rd cross -grain tension may 1 mt allowable loads in accordance with ANSVFPI 1-2007. Simpson Suorg-Tie Connector Sebctor" Softw,va includes ate evaluation or cross-grein tension in as hanger allowable beds. For addaiond information, contact Si- pson Strong-Te. S. Simpson Strong -Tie• 5:rortg-Drroe SOS Heavy-Oury Connector screws are permitted to be instaloo through metal tons plates as approved by the Tnas Designer. provided the requirernents of ANSVT0l 1-261 a Sections 7.5.3.4 and 8.9.2 are met (pre-drtErtg required through the plate using a maximum of W bit). 6 Strong-Drtve SOS Heavy-Ouy Corvteeor screws that penetrate all plies of the supporting girder (screws must penetrate a ffftmon of 1' into ilia liar ituss pm ma/ also be used to transfer the lose through all etc plea of the supporting girder. Wtrn Strong -Ode SOS Hes y-Outy Corrector sc ews do not penetrate of pies of the supporting girder truss, supplemental Strong-Omre SOS Heavr Ouly Connector !Mma at the hanger locatbnts may be requited to trensfor the bad to the truss On not penetrated by the face fasteners, as deteanined W the Cesicrw. 7. The supporting girder truss musI have adequate tnickness to accommodate the screw length. so thal the screw does net pretrudq out the back of the girder. 3'- or 4'h' long Strong-Orrre SOS Heavy-DA. Connector screws may be substituted for the longer Strong-DMa SOS HoaveCluty Connector screws with no bad reduction. Loads shown are based on minmum of 2-ofy 2x carrying member for railed hangers. With 3x carrying members. use 16d x 2/e' nalo into Ite header and 16d oorrtrrtona into the joist with ra load reduction. With single 2x eartyrg members, use 10d x I W nab into the header and 10d cortvnons into the foist, and reduce the load to 0.64 of the table value. 9. Nads: ISd = 0.162' d'a x 3 14' long. See pp. 26-27 lot other nail sizes and information. CL 237 reL_ O 04) CCO 0 raN 12 OO, tt1 HTU Face -Mount Truss Hanger The HTU face -mount truss hanger has nad patterns designed specifically for shallow heel heights, so that full allowable bads (with minimum nailing) apply to had heights as low as W. Minimum and maximum nailing options provide solutions for varying heal heights and end conditions. Alternate afiowratlle, bads are provided for gaps between the end of the truss and the carrying member up to'h' max. to allow for greater construction tolerances (maximum gap for standard allowable bads is 'A" per ASTM 01761 and 07147). See technical bulletin T-C HANGERGAPS at strongtie corn for more information. Material: 16 gauge Finish: Galvanized Installation: Use a8 specified fasteners, see General Notes Can be installed filling round toles only, or filling round and triangle holes for maximum velues See ahernale installation for applications using tho HTU26 on a 2x4 carrying member or Min. heal HTU28 or HTU210 on a 2x6 carrying member height for additional uplift capacity per table Options: HTU may be skewed up to 67'W. See Hanger Options on p. 239 for allowable bads. See ern itiscrimj letter L-GH1USO at strorgtia-eom for instalamwi with Strong-Ori e° SO fasteners. Codes: See p.14 for Code Reference Key Chart HTU26 Typical HTU26 Minimum Nailing Installation A' max. gap behveen and o1 truss and carrying member SIMPSON st oTT HTU Installation for Alternate installation - 28 Standard Allowable Loads yin a0ed on For'h- madmum gap 2x6 Caarrrrying Member usa Alternate Allowable loads.) ( F/11I210 similar) Pr These products we approval for nstWbtbn Win the Strong-OrNa' SO Conne= screw. See pa. 39-40 for more nforrutbm. Standard Allowable Loads (tea" Maximum Hanger Gap) Model Na Min. Helmet Olmensions (tn.) Fasteners DFlSPtABawabk Loads SPFlNf Allowable Loads Coda W If 8 Carrying Member Carried Member Uplift 160) Floor 100). Snow Its) Root 02S) Wind 160) Uplift 160) Floor 100) Snow 1151 Roof 12S) Wind 160) Ref. Single 2x Sizes HTU26 3'h 1% 5% Th 1 (20) l6d 11)10d x t W 730 2•S40 3.045 3,045 3.045 630 1.920 1.920 I.920 1.920 HTU26 (Mn3 3% 1% Srh 31h 20)16d 14) 10d x l h' 1.250 2.940, 3.200 3,200 3.200 1.075 2.015 2.015 2,015 2.015 111U2G (Max.) 5h 1 % 5rhL Th 20 IGd 20)',Od x 1 W 1,555 2,930 3.340 3,(i00 4,010 1.335 2,530 2,870 3,095 3,450 17 IIIU78(Aftn.) 3'A 1% 7AL Th 26116d 14) 10dx1h' 1,235 3.620 3,895 3.895 3.895 1,060 2.920 2,920 2.920 2.920 1.17, HTU28 (Ma•.) 7i I% 711x 3h 26) l6d 26110d x I h' 2.140 3,620 4.340 4.680 5.435 1.840 3.285 3.730 4.025 4.675 FL HT11210 (Min.l 31A I % 914r 3'A 3Z l6d 14110d x I %' 1,330 4,355 4.355 4,355' 4,355 1,145 3.265 3.265 3.265 3,265 1,1TU210(Max.) 9 V. 1 % 91k 31A 32116d X) IUd x IA' 1 3,315 1 4.705 5,345 5,760 5.995 2.850 4.045 4.595 4.955 5,155 Double 2x Sizes HTU26-2 (Min.) 3'A 3% 5% 31A 1 (20) l6d 14110d 1,515 ' 2.940 3,340 • 3,600 3,910 1.305 2,465 2,465 1 2,465 2,46S HTU26-2 (Alex) 5'h 3yx 5'k 3'h 20)16d WWII 2175 2,940 3.340 3.600 4A85 1.870 2,530 2,870 3.095 3,855 HTU28-2(MmJ 31A 314e 7!k 3h 26) 16d 14) IOd 1,530 3,620 4.310 4,310 4,310 1,315 3,235 3,235 3,235 3,235 HTU28-2(Afax.) 1§ 331e 71k 3'h 26116d 26) i0d 3,485 3.620 4,340 4.680 5.850 2.995 3.285 3,730 4.025 5,030 L, fL IITU210.2(Mh) 3% 3i1x 91S 31h t2)16d 14)10d 1.755 4.705 4,815,i 4,819, 4.815 1.510 3.6101 3.610 3.610 3.610 HM210.2 (Un.) 9% 311s 911x 3'A 32) l6d 32)10d 4.110 4.705 5,345 1, 060 7.200 1 3535 4,045 4.595 4.955 6.190 1. The maximum hanger g3o is measured betwoer the joist (ar truss) pre and the carrying memoer. 2. Minimum had heights required for.lu/ ;able bads are based on a mil irtum 2/12 phan. 3. Uplift has bow increased for wind or earthquake loading win no further increase allowea; reduce whare other bads govern. 4. Wnd (1631 is a rbwinloaa ratng. 5. For hanger gaps ttemr ee n'W and W. use the Alternate Allowable Loads. 6. Truss chord eaoss-gran tension may I mit alr nW.. bars h anaorannce with ANSI/TPI 1-20 t 4. Simpson Strong -TWO Connects SdeetOr- Schvrare includes the evalratbn of crass -grain tension in Its hanger allowable bads For adchlonal information. contact Simpson Strong -Tie Loads shown are based on a minimum 2-ply 2x carrying member. For single 2x carrying members. use N10 (lOd x 1 h) nails into the header and teduee the allowable dowibad to 0.70 of the table value. The allowable uplift is 100% of the taol i load. 8 Nally 16e . 0.162' dk x 3h' beg. ICd a 0.148' dre. x 3' long, 10d x 1 W - 0.148' dia. x 1 h' long. See pp. 26-27 for other nad sim9 aril information. 238 UPDATED 04/17117 Simpson Strong-T 0 Alood Construction Connectors Face -Mount Truss Hanger (cont.) PF Theme products are approved for installation wtlh tyro Strong -Drive SO Corrector screw. See op. 39-40 for more information. Alternate Installation Table for 2x4 and 2x6 Carrying Member SIMPSON StronggTie Min. Minimum fatleners OF/SP Allowable Loads SPF/HF Allowable Loads CodeModel Ha Heel Height CarryingCarrong oornow 160) Ref. in.) Member member Member ed 160) 100) 1151 1261 160 I60) 100)) 15151 125) HTU26 (Min.) 3 A 212x4 10)16d 14)10d x 1 A" 925 1.470 1.670 1.800 2.040 725 1.265 1.435 1,550 1.755 H1U26 (Max.) SA 2)2.4 10)16d 20)10d x 11h' 1.310 1.470 1,670 1.800 2,250 1.125 1,265 1,435 1.550 1.935 17, 711128 (Mec) 7% 2) 2x6 20)16d 26)10d v t A' 1.970 2,940 3.340 3.600 3.905 1.695 2.530 2.870 3,095 3.360 FLR. 1HTU210 (kU.3 1 9'1% 1 212x6 20)16d 32)10d x i 1,V 2.760 Z940 3,340 3.600 3.905 2.375 2.530 2.870 3.095 3.360 t. See table above for dimensions and add,uonal footnote$. 4. Nark: 16d = 0.162' dw. x 3'h' lorg, 10dr 11.4 = 0.148' tl a 1'A' tong. 2. Maximum hanger (yap for the altemate installation is W. Sea pp. 26-27 for other nail sizes and information. 3. Wid 11601 is a download rating. Alternate Allowable Loads (1/2" Maximum Hanger Gap) Modelew MIrL Height OimernsWas (in.) fasteners OF/SP Allowable Loads SPF/HF Allowable Loads CodeNo. W H 8 Carrying Member Carried Member Uplift 160) Floor 100) Snow ills) Root 125) WindUpbtt 160) 160) Floor 1001 Snow 1151 Roof 11% Wind 1601 Rat. Single 2x sizes HIU2G8 31A 14i 5% 31/5 20)1Gd p li 10d r I'/V 610 2,735 2,/3S 2,/3S 2,73S S/S 1,725 1,/2S I./2S 1./25 HTU26 (Alin.) 3% 1'A 5%. 3'h 20)16d 14)10d r 1'A' 1.175 Z940 3,100 3.100 3.100 1.010 1.955 1.GSS 1,955 1,955 HTU26 (Mar.) S'h 1114, 5% 3% 20)16d 20)10d r I A' 1,215 2,940 3,340 3.600 3.760 1.045 2,370 2.370 2.370 2.370 17 HTU28 (Min.) 3% 1% 1'h. 3% 26)16d 4) 10d r 1'h' 1,125 3.770 3.770 3.770 3.770 970 2,825 2.825 2,825 2.825 L17, HTU28 (Max.) 7 % 1 % 7u. 3A 26116d 6)10d r 1 A' 1.920 3,820 4.340 4,680 5.015 1,695 3.285 3,730 3,765 3.765 FL HTU210(Mi(.) 3% 1% 91k 3% 32)16d 1410dx1'h' 1.250 3.600 3.600 3.600 3.600 1.075 2.700 2.700 2,700 2.700 HTU210 (Mac.) 9141 i% 9% 3A 32)16d 321 lad. 1'h' 1 3.255 4.705 5,020 5,020 5.020 2.800 3,765 3,765 3.765 1 3.765 Bauble 2x Sizes HTU26-2 (Min.) 31A 3%. Sit. 3A 20 16d 14) I0d 1,515 2,940 3,340 3,S00 3.500 1 1.305 2,205 2.205 2.205 2.205 NTLI26-2 (Marj SA 3% 5% 3 A 1 (20)16d M 10d 1.910 Z940 3.340 3,500 3.500 1,645 2,205 2,205 2.205 2.205 HTU28-2 (Min.) 31A 1% 7% 3'h 66)1rid 14) IOd 1,490 3.820 3,980 3.980 3,980 1.280 2,985 2.985 2.985 2,985 17• HTU28-2 (Max.) 7'% 311. 71i. 31h 26)16d 26)10d 3.035 3.820 4,340 4.680 5,S55 2.610 3,285 3.730 4.025 4.165 FLFL HTU210-2(Mi.) 37A i% 914. 31A 32116d 14)I(d 1.755 4.255 4,255 4.255 4,255 1.510 3,190 3.120 3,190 3,190 HTU210-2 Mac.1 9'/. 3%. 9H. 3A 132)16d 2)10d 3,855 4.705 5,34S 5,760 6.470 3.315 4.045 4,595 4.85' 4,"' See table- footnotes on p. 238. Options: Sea Hartger Optiorts information on pp. 121-123. Skewed Seat Skewable up to 67'h'. Available ni single and 2-ply size. No bevel out required. Allowable Loads for Skewed HTU Hangers Fasteners OFL/SP Allowable Loads" HF/SPF Allowable Loads" Model Skew Angle Degree) Curling Carried Uplift Download Uplift DownloadNa Member Member 133/160) (100/ItSM25) 1331160) (100/11S/12S) 51 1Gd 14)10d r 1'h' 1.315 2.945 1.130 2,530 HIU26 51-671h 16d 2110d x 1 A' 970 2.595 835 Z230 51 2G)16d 20110d x l'h' 2.015 3.OGO 1.730 2.630 HT1128 51-67A 16d 171 10d ir 1 Yi 1.495 2,815 1.280 2,420 51 21 t6d 10dx I'/i 2.715 3,175 2,335 2.730 HIL1210 51-67'h 32116d 22)10d x11h' 2.005 1040 1,725 2,615 51 1Gd 14) 10d 1.335 2.555 1.145 2.200 HTLI26-2 51.676 in) 16d(121 IOd 1.110 2.700 9S5 2.320 51 26116d 20)10d 2,470 3.890 2,120 3.345 HIU28-2 51-67A fi 16d 7 10d 1,710 3.775 1.470 3.245 51 32)16d 26 10d 3,600 4.935 3.100 4.245 HTU210 2 51-67A 16d 22)10d 2.255 1 4,790 1.940 4.120 1. UpUt Wads have been increased for ovid or 3. Maxlnum houjer gap betwaeri era of just (Iruiss) and face of earthquake lowing with no turdier increase canyirig member is A'. acwed. Reduce where other Wads govern. 4. Nails: IGd = 0.102' did. x 8'h' ". I Odx 1'h = 0.148' dot x I W long, 2. Allowable downWads may not be itemased. IOd = 0.148' da. x 3' log. See pp. 26-27 for other nad saes and information. Itt'1Za11 .. flange flange AA id 0' Specify angle Top View HTU Hanger Skewed Right < 51 Specify angle 51' to 6M' Top View HTU Hanger Skewed Right a 51' O 04adCCO 0 rAN H 13 M il0 239 A THANHAC Adjustable Truss Hangers V 4 •... Iris product is preferable to similar connectors, because of a) easier installation, b) higher bads, c) lower installed cost, or combination or these features The THA series have extra ling straps that can be field -formed to give height adtustabrhity and top flange hanger convenience. THA hangers can be installed as top flange or face-mounf hangers. THA4x and THA2x-2 models feature a dense had pattern in the straps, which provides more installation options and allows for easy top flange installation. Material: See fable Finish: Galvanized. Some products available in ZMAXe 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. Instal top and face cads according to the table. Top nags shelf not be within r/: from the edge of the top flange members. For the TIAA29, nails used for joist attachment must be driven at an angle so that they penetrate through lire Coffer of the joist aid into the header. For all other top Mange installations, straighten the double shear nailing tabs and install the nails straight into the joist. Face Mount Installation — Instal all face nails according to the table. Not all nad holes will be tiled on all models. On models, where there are more nad holes than required, the lowest four face holes must he filled. Nails used for the joist attachment must be driven at an angle so that they penetrate through Ile corner of the joist into the header. Alternate Installation — The THA 4x rangers may be installed in a top flange configuration using the tabulated fasteners for face -mount installation and achieve the face mount installation 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 corner of the joist into the header. Uplift — Lowest face nails must be filed to achieve uplift bads. 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 Chan a 1•rd 26-2YeTXM262IeAG22h6 2rh'ror7HM?2-2 s TXAr2&2 6THA418 6THAC422 face nark Top nods Pei table off tAk Doubk 4r2- Use full table valve S1nQ1e 4x2-\ See footnote 3 IN the double abs and install into the mist Typical THA Top Flange Installation on a Nailer except THA29) A@emate Installation 4 TYAa99 I Double -Shear Double- Nye Dome Double -Shear Nadrrg Sroo Vow Sr4 SiOe Y va: AvarlalTfe on Na • Do not • some r•odeft) Top View bard lab I U.S. Patent 5.603.580 SIMPSON Strong -Tie 2 face hails TOUn 4 tea rails loran double st ar nano tabs and Install naffs straight Typical THA422 Top Flange Installation on a 4x2 Floor Truss a Min. headerdepth r Typical THA29 Face Mount Installation Top Flange Installation 229 Simpson Strong -Tie- lN000 Construction Connectors Adjustable Truss Hangers (cont.) These preouets are available wish additional Corrosion Protection, For more information, see P. IS. SIMPSON StrongTie Model No. Ga' Dimensions (In,) Rg YIR 0e0m Fastencra Of/SP Allowable Loads SPf/Hf AOdaraMe Wads feat Ref. W H lMTOinPC Carrying Member Carried Member Uplift 160) floe 100) Snow JRoof1151125) Wind 160) Uplilt t60) floor t00) Snow I15) Roof 12% Wind 160) Top face Straight Slant Top -flange Installation' THA29 18 1% 9'vit 5h 2%. 4) 10d 1 (4)10d 41 10d 560 2.260 2,310 2,350 2.350 480 1.740 1,785 1.815 1,815 THA213 18 1% 13%1 Sh I'h 4)10d 2)10d 4)10d x 1'A" 1.615 1.615 1,615 1.615 1,280 1.280 1.280 1.280 THA218 18 1% 1714 5% 2 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 THA218-2 16 31i 17 % 8 2 4)16d 2116d 6)10d 2.245 2.245 2.245 2.245 1.935 1,935 1,935 1,935 18, L15, THA222- 2 16 3% 22% 8 2 4)16d 2)1Gd G)10d 2.245 2,245 2,245 2.245 1,935 1.935 1.935 1,935 FL THA413 18 3% 131k 4h Ph 4)10d 2110d 4)10d 1,615 1.615 1,615 1,615 1.280 1.280 1.280 1,280 THA418 16 3ii 17% 1 7rA 2 4)16d 1 (2)16d 6)10d 2,245 2.245 2.245 2.245 1.935 1.935 1.935 1.935 THA422 16 3% 22 1 7% 2 1 (4)16d 21 16d 6)10d 2.245 2.245 2.245 2.245 1,935 1,935 1,935 1,935 tHA426 2 a)16d 4) l6d 6)16d 2,435 2,435 2,435 2,435 2,095 2,095 2,095 2,095 FL THA422- 2 J14:i% 7il 2 4)16d 4)16d 6) tGd 3.330 3.330 3.330 3,330 2.865 Z865 2.865 2,865 FL.170 THA426 2 WE 2 4116d 4) t6d G116d 3,330 3,330 3,330 3,330 2,865 2,865 2,BfS 2,i16S L 170 Face - Mount InstaGation' THA29 18 15h 9114 5'A 1 91% 16)10d 4) 10d 560 2,125 2.310 2.350 2.350 480 1.740 1,785 1.815 1,E15 THA213 18 1% ING 5h IN& 14)10d 4) 10d 1.170 1,955 2.020 2.065 2,065 780 1,68U 1,735 1.775 1,775 THA218 18 1% I744 51h 17a4 18)10d 4) 10d 1.170 1,055 2,020 2,0f5 2,0G5 780 1AW V-16 1.775 1.775 THA218- 2 16 3% 1/'14 8 14YA 22116r1 6) 16d 1.955 3.695 3,695 3.695 3,695 1,%S 3.185 3.185 3.18513.185 18. L15, THA222- 2 16 31A 2M 8 14H4 22) IFtd 61 l6d 1,11155 3,695 3,R95 3,695 3,695 1,595 3.185 3,185 3,1115 3,185 FL THA413 18 3%. 13% 4h 13% 14) 10d 4) 10d 1.170 1.040 2.235 2.400 2,400 780 1,660 1,910 2.075 2.210 THA418 IG 3% 17% 7 A 141. 22) IGd 6) IGd 1,855 3,695 3,695 3.695 3,695 1,595 3,185 1 3,185 3.185 3.185 THA422 16 3%1 22 7% 1414 22)16d 6)16d 1.855 3,695 3.695 3.695 3,695 I,S95 3.195 3.185 3.185 3.185 THA426 14 3% 26 7% 16H4 30116d 6)t6d 1.855 4480 4,480 4,480 4,480 1.595 SASS 3,855 3.855 3.E55 14 7'/. 22'%w 9Y. 106 OM 16d 6)16d 1,855 5.160 5,520 5.520 5,520 1,595 4.440 4,745 4.745 4,745 dFL?THA422-2 14 PA 26%i9y. 18 38)16d 6) l6d 1.855 5,520 5,520 5.520 5,52.0 1,595 4.745 4.745 4.745 4.745 1. Up1 It has been ncrmged 60% for wind or earthquake loading vA'h no further increase allowed; reduce where other loads govem. 2. Wind (160) is dovmload tatlrg. 3. For tttrgle 4x2 top chord carrying memoers or single 2x railars. the following THA hartgors Can be installed using 10d x I'A' top nads and 12) I6d face nails with recluced allowable bads as noted: THA418/ THA422: 1,415In. for OF/SF!, 1.215 b. for SPF. THA426. 2,245 b. for OF/SP. 1,930 b. for SoF: THA422- 2/rHA428.2: 2.345 b. for OF/S? 2.0151b. for SPF. Loads are bnsec an harper installations at panel points. 4. Face -mount installation loads are baud on mnirrum of 2-ply 2x carrying member. For wl* 2x carrying momnbers. use 10d x I h' nadS into the ca'ry'^9 member and labuieted fastarent into the tamed member. one use 0.80 of the taole value for 18 gauge. and O.68 of the table value for 16 gauge and 14 gauge. S. Mn. Top Flange relent to the rnini um IZngth at strap that "%At be fW formed over the header. fi For the TFIA 2x models, one seep may be into vertica0y according to the face mount na&V requirements one the other strap wrapped ow the miss chord according to me top flange radrng requrements (see drawing an p. 229) one achieve full tabulated top barge installation bads. 7. Nails: 16d a 0.162' da. x 3W long. 10d = 0.148' d'a. x 5' long. 10d x 114' - 0.148' dia. x 1 h' bug. See pp. 26-27 for offer nad sizes and information. 230 FA r 7 7. 1 R tpgYj J r- rr Simpson Strong -Tie' Wood Construction Connectors Skewed Truss Hangers Designed for 4x2 floor trusses and 4x beams, the THAR/L422 has a standard skew of 45'. Straps must be bent for lop flange installation. PAN nadtrng helps eliminate splitting of 4x2 truss bottom chords. Material: 16 gauge Finish: Galvanaed Installation: Use all specified (asteners; see General Notes Straps must be field -formed over the header a minimum of 21k' Minimum and maximum nailing configurations available — see table for nailing requirements Codes: See p. 14 for Code Reference Key Chan THAL422 SIMPSON Strong -Tie Typical THAL422 Installation with Minimum Nailing on a Floor Truss with Double 4x2 Top Chord a • r1 l tl,r. Uenslots a Min•Top. t yy n' fasteners i. •?- i. OF/SPAlbwabkL ds 15Pf%HF;A otwaEkLosrri SAAodel, r,nNofA+,fa in:) r.G:1& Clla'rd alhi 9h Effeitriro'' i( „ HHtIp6 lf C ryMpMemOer T'r- 4"t • 1CaretMemOer Yew".• UDltll floor Snow Roof Code lief: s: tUDlityfloori , Snow Root 4r•!• Memc nlR?He a s!r I^-^v 160) (100) 115) (125) 60) t00) t15)(i25)t k Gw,- a' ToO Fars SUaigbt ,.Slairt Single 4k2 nn 10dx1UOO 4) A' R) 10dv1h' 1) 10dhtIW 2) 10dxIW 880 880 880 755 755 755 Min.) THAR422 Min.) 16 3% 22% B IB, mw 9 to 12 t?I 1,525 1,525 1.525 1,315 1,315 1,315 42 4) 10d 2)10d 1) 10d IOd h I - LIS. F! 12 1.090 1.090 1,090 935 935 935 T14RA422: 16' 341 1 22 A.,8 Doutre_' 9•muh; 41 10d., S(8(Ilb' 1);lOd 310 1,675 1,675,t675F265; r I; i46s1, 440.a•440 c7h.,• jK64-. 2 tOd*tyi.; 1. Uplift has been increased for wind or earthquake leading with no further increase allowed. reduce vmae otter beds govern. 2, nocf bMs are 125% of flocr bans unless Iinmeo by other criteria. Floor boas may be adµved for bad durations A' cdrg to the Code preWed they do rat exceed those in the roof cokrrrnh. 3. Whe' e the top of the carried member is rush vAth the too of the carrying member, Hes is equal to the depth of the carrier member. Otherwise. HO shag be mensureo from the top of the bearing seat to the top of the carrying member. 4. Nailer: 10d = 0.148' da. x 3 beg, 10d it 1 W = 0.148' olio. x 1'A' lorg. Soo op. 2F27 for other na l a zos and hntomhalizh. 0. 241 E; THJA26 Truss Hip/Jack Hanger The versatile THJA26 can accommodate right- or left-hand hips (at 45-dogree skews), and can be installed before or after the hip and jack Can also be used for double (terminal) hips. Material: 14 gauge Finish: Galvanized Installation: Use all specified fasteners: see General Notes. AU 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 nad penetration. See footnote 3. Options: Those hangers cannot be modified Codes: See p.14 for Code Reference Key Chan S F Top View Lett -Hand Hip Installation THJA26 T' ' A' eA viollapPO Top View Right -Hand Hip Installation SIMPSON StrougTie Typical THJA26 Installation Top View Terminal Hip without Center Common Jack ModeltiSti N}t'R.:MErr1EEr;• CartiPd Of/S AOoweO Loads U ft fhor Snow Root Wind 160) (y:00) r•(1)5) (1251 (160) j .-;WCFPf A rlwableLoads Ualiltty floor! Snowy Y(160 .;(100j!'t' '(115)•7 590 1,740 2.000 An Hoof.• 'Wind} v25), ri160-`•' 2,100 2,100 r Ret;? C"•• CaW; Ifasteners', a ir; I -, THJA26 20) 16d 6)10d x 1'A' 4)10d x 1 Si Hip 720 2.010 2,310 12,450 2,450 III, FLJack2a0 960 6/0 2,680 0 3.080 81S 3,265 81 3,265 195QW 785 38] a, , 4. {6%0; t 700sr 700'. s Total 2.320 2.670 2.800 2.800 1. Upin bads have been increased for w nit or earfxpraie hadirtg with M further increase Slowed: reduce where other loads govern. 2. Wird (160) Is a download ra:rg. 3. Loads shown are based an a mirilmum (2) 2x6 canMn9 rrember. For single 2x carrying members (min. 2A. use 10d x 1 W nails and use 0.67 of the table value. For (2) 2xa carrying members. ff%A *i the download by 0.50. 4.16d sinkers (0.148' dia. x 3W IwVl rnav be substituled for :he specified 16d corrvrwns at 0.85 of the table bad S. Tabulated hip and jack allowable bads assume that 7S% of the total had is d'stributod to the hip and 2S% to the jack It a pemmled to distribute 65% 10 85% Of the tabubxd total had to the hip, and the remaining percentage of total load to 1ne pck. The combired hip and jack bad may n--t exceed the published Total La2d. 6. For terminal hips• divide the total allowable bad by 2 to determine the allowazle bad for each hip. 7. Truss chord cross -Wain tanson may 4m1 allowable bads in a=rdance with ANSVTPI 1-:01-. Sirnpson Strong-r.& Corwoclor SdWor` Wilware includes the ev2Wion of cross -grain tension in its hedger abwable bens. For additional Wormatnn, contact S-mpson Strong -Tie S. Nails: 16d = 0.162' d0 x 3'h' long, 10d x I IA' = 0.148' dia. x 1 h' long. See pp. 26-27 for w her nod sizes and nlormalion. CL 247 VALLEY FRAMING tat BRACING DETAIL Lumber Size and Grade Minumum Reauirements Elfeois of net providing sheathing below a.vepay set must be 4iralustod by the bending deakner. This drawing apogee to valleys with the f/povdne candhtons: spans (diaaneAhohreen Mots) 46'-0' or less Nisimum valley height: W-0' aYlosimum mean'roof holght: 30 bet ASCE 749,140 mph. &dosed. cat IL Sao 6,1". Ket•IA dr A Msairwm of ASCE 7.10. 160 mph, Encbted. ENV 0, KAMILA at bong so the proper number of rues are Installed Ino rWpe.boans 4Mad blocking under Mtor N sleepers as not u24A 4naud blicklne under cripples N crioples hp between lower twart top Chard/ and latent hMethe IS not iced. Apply all iialling In /eeordanee to Currant NOS . UtMMena: Nape are CCaimon wife nails union noted othe4 00 H, twwmo- ate 40 roiav to MISS OR not auvaa emearltMTFUNI M nSS Yhvei, TO ALL tartaNCtat!•OrOLaafi eK gee rea a fNVw. tar. h I.•tCelFy hndbp wq" b.'"Ok.a uV M a lewt eeaw et nett Agra l Ll.ae 4K W b to u YMrr. • w trV avMe rew... fYse es .MM rod. w reenwaM• Ica .q 4.w6 Iel ftWO7MiWlY tat. e.wo, .q htue m u( ee wsr n mntsrwence .wM uRvtal L. r r w we. case Mtl\ltln \ Mby M lwewe. ge t w lreM.enw/ • ee w reee lrtkb We, e'enra Matte eaprneI pefeamel r.Mr M late raw. trr nea.wy uti ra . w eee o rmitrt t s.v. wo—ow rat Vet jw. r/rerei w.lee ent Wee .ra •tow tsise, ....serMer.ev tea sass No.70861 `; a STATE c 0RtOP• TRUSS TRUSS UNDER VALLEY FRAMING VALLEY RAFTER OR RIDGE MIo *CRIPPLE tipples 4'• 0• for 30 par (TL) and 20 par (TO) Max. e the crlppes for each row VANn0 from the valleys or alsopen wetklni' Inward to the ridge btwd to that cripple locations art pored between rows. Typl innecticn Requirement Notes 2a6' refteri to ildge 416d toe•6111S. Cripple to ridge 416d toe -Malls Crlppte to rafter. 4164 toe -falls 11)116d faee•naes pallet to steeper at bladdng S slid toe•nalh Itafter to 11e6 2116 sleepers. 416d toe -talk Skepei to thus 4 lid toe•bOs Two 2si skipers to truss 3 36d toe•es0s each Sleeper !1 truss flldga board to rod block 4 lid toe•na0s Ridge board to truss 416d to"sils Purnn to (Typ) 316d loo•noih TtWjto bltxklni 4 16d toecaps Truss to cripple 416d toe -malls Truss to cripple 416d we•nads Cripple to purpn 316d too•nalls Caller beam to rafter 4 lid tee -nails E:16d (O.ti2• MO.S') COMMON NAILS TC LL 20 30 40 54 REP VALLEY F TC DL 10 20 7 7 DATE 10/01/14 BC DL 0 0 0 0 DRWG VACNV: ec LL 0 0 0 0 TOT. LD.30 50 47 61 DUR. PAC, 1.25/ 1.15 SPACING SEE ABOVE Cracked or Broken Member Repair Detail Load Duration = 0% This drnring specifies repairs for n truss with broken chord ma.i,\Cr fnrees may be Increosed for Duration of Load or web member. This design Is valid only for single ply trusses with 2x4 or2x6brokenmembers. No more than one brook per chord panelandnomorethantwobreakspertrussareallowed. Contact the truss manufacturer for any repairs that do not comply with this detail. B) - Damaged area,, 12' max length of damaged section L) - Minimum nalling distance on each side of damaged area (8) S) = Two 2x4 or two 2x6 side members, same sl2e, scab 0 r de, and sppecles as damaged member. App yyone Mbllmum side member lengths) = (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 nails (0.128'x3', min) Into each side member. The maximum permitted lumber grade for use with thisdetailIslimitedtoVlsualgrade41andMSRgrade1650f. This repair detail may be used for broken connector plate at mid -panel splices. This repair detail 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. 4' o c Typical O + O + 0 + 0 O + O + O + 0 + t 2' F-- Stagger Back Face 10d Box (0.1128' x 3', min) Nails' Front Face BA Member - Trlole Roww Stgd ere Maximum Member Axial Force Member Size L SPF-C HF DF-L SYP Web Only 2x4 12' 620# 63514 730# 800# Web Only 2x4 18' 975# 1055# 1295# 1415# Web or Chord 2x4 24' 9750 1055# 1495# 1745# Web or Chord 2x6 1465# 158511 1 2245# 2620111 Web or Chord 2x4 30' 1910# 1960111 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 49' 3460# 3540# 4070# 4445# Web or Chord 2x6 5165# 5280# 6095# 6660# Nail Spacing Detall VARIOb•• KM AMP raiYv ALL MM at 11Ct VA%410 eeO11Me'• nmxm TM buvm A ALL COCMhCTM 0"96 TK eatALLOt 1ro1.1046Mt e.t. aw M abrcatwL MNtO. Wptt y MNtN.p w WCY p ltlt. tl Ate. w INa.\ ~ or Wei MAa% Canpwnt N/ety LNraatK W 1A1 w tKA1 Ian M rr Gaeta rN' Y eMawtq wN hnt\Mnt. hr, Z.F. owl rtvta ter wry t.a 0 M• INwa Mad awrMf. \te tArd aTAa Nw artr.mr atYatmcCral alw Mi Ntta elY Irw • a..o.rb N aNN .1.t. Ny. LtdWN alwat Ir Mn,a,w\ Utral MMIM N L 0 qaA Mw at p Rom a e- 1 NCYau p. a7 r I. N p It. Imh %t4a M taO r I..laa a,.a a.J\Yw u aTa1.n air.. w an M..iY11 4Y4.rot.t .Ntnhw etfM to dM lIM. AM atwrd pat. FAIYwa. Aytw. • dAd- at 1tv r.V Ceq.nentt 6" 1— 0" na1 t apuW /r da•a AN f11N m)AMIIY FruC a„m, ta raeAlraw4r•aM tto V. Vista M can r,a nc. air a1tiRA1 4 r /r naK nNl w. a...dtewn tl iYsa iAeMYtNrr ert. M a.Vt'0ya d t bo erca\n ta.olow M Prof btetww \ Ftrtaps tlt y Maw YMO Does -' Pr aua n" 1 i.cl. ~M rr nw a Y eam IaCry. lalYt tlOU rr .tr. Wr,rtlan N. Wa pY a n.na pyt w wN Na aloe, Mq AI. AaO awlletwNt.ew TrY M.t.+w: 04 a...t4Y,drtryrtl lCO wNLeNl.dra ING 24. 0' REF MEMBER REPAIR DATE 10/ 01/14 DRWG REPCHRD1014 1S Jon: SHMIING'OSAIL NOTE: IF PALLETS'OF CONSTAUCTTON MATERIAL WEIGHING MORE AAEOUTAEOAE TO BE PLACED ON FLOOR TRUSSES, SHORING R E C O.M M E N D E.D SHORING DETAIL IS r7l K CONCENTRATED LOAD DUE TO-UPP.EA-FLOOR CONSTAUCTION HATEAIAL. SUBFLOOR-UNOERLA-YMENT 0—2X6 HEAOER POSTS @ 4'0" O.C. PROVIDE 2'0' CLEARANCE'.ON:ALL.SIDES'OF A PALLET. MAXIMUM WEIGHT PER PALLET IS 26000. LOAD MUST BE SPREAD OVER AT LEAST 2-TRUSSES.- NOTE: SEE APPROPRIATE ALPINE DRAWING.FOA .LUABER. PLATES AND OTHER DATA NOT SHOWN MERE. Illtildifl2 Material Wis. NOTE: SHORING, MATERIAL ANO LABOR 1/2" sum'bd. a 2.t sf/ 1/I" la er. ! TO. INSTALL AHO TOR MOVE THIS gyp p y I HAiERIAL'IS.TO BE SUPPLIED SM" gypsum bd. - 2.8 psf / 5/89 Inver -BY THE CONTRACTOR. At 8" cone. block- GO psf / S" Idyer masonry brick-38 psf14".layer: 2_ 0 4- '-.0- 0}— M INx'MUM 2000#., I I 4X4 OR (2)=2X4X4 '.0". UNDER TRUSSES —WHEN -.:SHORING YS RE0UIREO.- CLEAR SPAN P T - iLPIN R F DETAIL.• e o ea o o e o o _ p .o DATE 05 0 /96 c 0 _o o ,,/ ORW NC12396074 LPINE o Recolt31 T9eItde ' Dbfai'® AP.— o TRUSS A s CI 'G = G t--,: C Alpine, an ITW Company 2400 Lake Orange Dr., Suite 150 Orlando, FL 32837 ALPINE Phone,(800)755-6001 alpineitw com Site Information: ustomer Carpenter Contractors of America Job Number. N330051 Wescription: TEENBLDR ,9A6/9A7 ,198MB/198TB ,02/ ,RA01 oldress: I City, State, Zip: Name, Address and License # of Structural FOR 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 9M89750141 Wind Standard: ASCE7_10 Wind Speed (mph): 150 I Roof Load (pso: 20.00-10.00- 0.00- Floor Load (pso: 40.00-10.00- 0.00- 500 5.00 This package contains a job notes page, 57 truss drawings and 5 details. Item Seal # Truss 1 086.18.1216.12890 FT1 3 086 18 1216.12891 FT3 5 086.18.1216.12421 FT5 7 086.18.1216.12343 FTGE 9 086.18.1216.11890 FT8 11 086.18.1216.15620 13 086.18.1216.15542 A4 15 086.18.1216.14932 A6G 17 086.18.1216.13965 B2G 19 086.18.1216.13247 C2 21 086.18.1216.15917 C4G 23 086.18.1216.15010 D2 25 086.18.1216.15557 D4 27 086.18.1216.13810 L1 29 086.18.1216.16041 FG2 31 086.18.1216.13996 E2 33 086.18.1216.13934 MV3 35 086.18.1216.14059 MV1 Item Seal # Truss 2 086.18.1216.13123 FT2 4 086.18.1216.11703 FT4 6 086.18.121613076 FT6 8 086.18.1216.12982 FT7 10 086.18.1216.14714 Al 12 086.18.1216.15541 A3 14 08618.1216.14870 A5G 16 086.18.1216.14433 B1G 18 086.18.1216.11797 C1 20 086.18.1216.11781 C3 22 086.18.1216.14917 D1 24 086.18.1216.15915 D3 26 086.18.1216.15556 D5G 28 086.18.1216.13513 FG1 30 086.18.1216.12967 FG3 32 086.18.1216.13888 E1 34 07086.18.1216.}, s M Mtnasx n erbeenetetorieaty 36 086.18.1216 o 4EM7i to igieal Siyeafure. Printsxl tar>;es wi h3utan oriOinal siDnaturemusl ce renneo esmarree orroin 03/27/2018 Florida Certificate of Product Approval #FL1999 Printed 3/27/2018 1:22:26 PM ALPINE uuavtcri+n Qi#e Fnfiar••a#iian• Customer. Carpenter Contractors of America Job Number. N330051 JobDescription: TEENBLDR ,9A6/9A7 ,198MB/198TB ,02/ ,RA01 Address: I City, State, Zip: Item Seal # Truss 37 086.18.1216.11828 E.17 39 086.18.1216.16103 CJ3 41 086 18.1216.12390 HJ7 43 086.18.1216.15946 CJ51- 45 086.18 1216 16102 CJ1L 47 086.18.1216.15307 ERA 49 086.18.1216.15977 CJ5A 51 086.18.1216.15962 CJ1A 53 086.18.1216.15012 HJ3A 55 086.18.1216.15901 CJ3R 57 086 18 1216 13872 HJ5R Alpine, an ITW Company 2400 Lake Orange Dr., Suite 150 Orlando, FL 32837 Phone:(800)755-6001 alpineitw.com Item Seal # Truss 38 086.18.1216.14386 CJ5 40 086.18.1216.16134 CJ1 42 086.18.1216 13887 EJ7L 44 086.18.1216.16133 CJ3L 46 086 18.12116 13715 HJ7L 48 086.18.1216.15058 EJ3A 50 086.18.1216.15619 CJ3A 52 086.18.1216.15011 HRA 54 086.18.1216.13793 EJ5R 56 086.18.1216.15885 CJ1R This document has been etectrori[ally igno d uaino a nijital Aioaadn re. Print#rl cooiess vvith3ut an adoinal sioneture must be vertfied usinq the original eletYrgnit versic n. t3 Ho. 70MITATE OF4OFR ONAl 03/27/2018 Florida Certificate of Product Approval #FL1999 Printed 3127/2018 1:22:26 PM I Job Number: N330051 TEENBLDR Truss Label: FTI I Ply. Oly: 1 5 I SEON• 76649 / T37 FROM:RAA SY42 Cust. R8975 JRef: 1W9M89750141 DrwNo: 086.18.1216.12890 Klvl / BAF 03127/2018 7'10"8 9'1112 15'4"4 7' 10"8 2' 1 "4 it5'4"8 2'6„ n'P) 4X4 4X4 1 5X3 1.5X3 A B C D E F G T 5 90 l 9,4,. O P O N M L K J I 1.5X3 =4X4 1111.5X3 III1.5X3 4X4 III2X4 1111.5X3 15'4"4 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pt in PSF) Def11CSI Criteria Maximum Reactions (Ibs) TCLL: 40.00 Wind Std. NA Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh I RL / W TCDL: 10.00 Speed: NA mph Pf.' NA Ce: NA VERT(LL) 0.178 0 999 360 0 831 / • / - / - 1- 17.2 SCLL: 000 Enclosure: NA Lu, NA Cs: NA VERT(TL). 0.368 D 660 240 1 832 / • 1- / - / - 13.0 BCDL. 5.00 Category: NA Snow Duration: NA HORI(LL): 0.033 8 O Min Brg Width Req = 1 5 EXP, NA HOR2 L - 0.052 B 1 Min 8rg Width Re 1.5 NCSCLL: 10.00 Mean Height: NA It Code I Misc Criteria Creep Factor. 2.0 Bearings 0 8 I are a rigid surface. TCDL NA psf Bearing 0 requires a seat plate. Soffit: 2.00 BCDL. NA psf Bldg Code FBC 6th.ed 201 Max TC CSI: 0.778 Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max SC CSI. 0.671 Members not listed have forces less than 375# Spacing: 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI. 0.433 Loc from endwall: NA FT/RT•12(0)/10(0) Maximum Top Chord forces Per Ply (Ibs) Chords Tens Comp Chords Tens. Comp. I NA GCpi NA Plate Type(s) Wind Duration: NA WAVE VIEW Ver: 17.02.02A.1213.21 A • S 0 •572 D - E 0 -1888 Lumber 8-C 0 -1470 E-F 0 •1471 C•0 0-18V F-G 0 -572 Value Set: 138 (Effective 611/2013) Top chord 4x2 SP #2 N Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 4x2 SP 2400f•2.OE Chords Tens Comp. Chords Tens. Comp. Webs 02 SP #3 Lumber value set "13B" uses design values P - 0 1132 0 M - L 1888 0 approved 1/30/2013 by ALSC O - N 1793 0 L - K 1880 0 N- M 1895 0 K• J 1124 0 Plating Notes 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- 0 0- 795 E- K 0 - 705A - P 908 0 K - F 550 0Attachtoeachtrusswhereshownwith3.1 Od Box or Gun nails (0.128"0",min.). Strongback material to P - 8 0 -890 F - J 0 -878 be supplied by erection contractor. Nltnunr4tkurr, B - 0 537 0 J - G 909 0 Truss must be installed as shown with top chord up. 'l ti, O - C 0 -512 G - I 0 779 t S T O s e cFA- coly A000 03/27/2o I a WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS russes rejigre extreme care in fabricating ha ndlln9 shlnppin installing and bracing Refer to and follow the latest edition of SCSI (BuildingomponentSafetyInformation, by_ l and'SCA) fai safety $iaaices prior to performing these functions. Installers shall provide temporary brawn per BGSI Unless noted o ervn e,top chord shall have prrxeAv attached structural sheathing and boltam chord;hall havfla pro attach d rl9ul cellina Lorabons shownor rmanent let ral restraint bf webs shall have br2cina nstalled per SCSI secllons $3, 67 or 810, as apglicat9e. AR I& plates to each face oftruss and position as shown above and on the JoincDetails, unless noted otherwise. Refer to ALPINEdrawings160A-Ipfgr standard plate positions. AI ine, a division of ITW 8 itdd nQ om onents Gr(i InC.,shall not be responsiple for an deviation from this drawinp,a failure to build themawetrussmconformancewith %NStI/T 1 1 or for handllrPp shippmq, mstallatidn and brawn9 y (,trussasA reel on thi; drawnXg or cover page 2400 Lake Orange Dr y listing this drawing indicates acceptance 0f pro essiona en n Bring re pone 41tty sol, for the desl n sho n. The sui bility Suite 150andgseofthisQawingforanystructureistheresponsibiltt ofRthe gurlding' Desigder per1ANSI1TPl 1 S c.2. for more information see this'oba general notes page and these web sites, ALPINE www alitineaw cam. TPI: www tpinst org. SBCA. www zbeindustry corn ICC: www.ICCsafe.a Orlando FL, 32837 M3 Job Number. N330051 I Ply: 1 IFROM SEON: 76650 / T40 / SY42 1KM Cust: R R8975 JRef: 1W9M89750141 TEENBLOR Oty. 7 RAA OrwNo' 086.18.1216.13123 Truss Label: FT2 / DF 03/27/2018 n'P) 4X4 1.5X3 A 7'10"8 1 9'8"14 15'1"6 7' 10"8 i 1110116 i 5'4"8 C D E 06 G k\.; /WA rA\k lil Loading Criteria (psf) TCLL: 40.00 TCDL: 1000 BCLL. 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 10.00 Soffit. 2.00 Load Duration: 1.00 Spacing: 24.0 " P 1. III 1 Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category. NA EXP: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA 1: NA GCpi: NA Wind Duration: NA Lumber Value Set: 138 (Effective 6/1/2013) Top chord 4x2 SP #2 N Sot chord 02 SP #1 Webs 4x2 SP #3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 3X3 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"xY%min.). Strongback material to be supplied by erection contractor. Truss must be installed as shown with top chord up. 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 Std: 2014 Rep Factors Used: Yes FT/RT: 1 2(0)/l 0(0) Plate Type(s): WAVE 15'1"6 Oefl/CSI Criteria PP Deflection in loc Udell U# VERT(LL): 0.172 D 999 360 VERT(TL): 0.351 D 683 240 HOR2(LL): 0 033 B - - HOR2(TL): 0.050 8 Creep Factor: 2.0 Max TC CSI: 0.766 Max BC CSI: 0.986 Max Web CSI: 0.425 VIEW Ver. 17.02.02A.1213.21 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W P 817 /- l- I- l- l72 H 831 /- l- /- l- / - P Min Brg Width Req = 1.5 H Min Brg Width Req = - Beanng P is a ngid surface: Bearing P requires a seat plate. Members not listed have forces less than 3759 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 0 -562 D-E 0 -1831 B-C 0 -1439 E-F 0 -1438 C-D 0 -1836 F-G 0 -SW Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp O-N 1111 0 L-K 1831 0 N-M 1750 0 K-J 1823 0 M-L 1837 0 J-1 1104 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens Comp A- P 0- 783 E- J 0 660 A- O 893 0 J- F 532 0 0-8 0- 872 F- I 0 862 B-N 521 0 I-G 893 0 N-C 0 -495 G-H 0 all 03/27/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabri tins h ndlln9 shiGping, ingtalling,and bracing. Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI n0'S CA) fbi safe practices prior to performing these func ions. Installers shall provide terhporarrryyy BCSI. Unless noted olnervnse,top chord shall hve property attached structural sheathingg and bottom chord shall h6avfl a pro0erryidceiling. Locations shown for rmanent latgral restraint f webs shall have bra in ins tied per BCSI secbons 3, 87 or BRIT. e ApoTy Dlates to each face of uss and position as shown above and on the in tails, unless noted otherwise. Refer to 60A-2 for standard plate positions. of ITW 8Uitdd1'n ompon2ntSS Grooupp In .,shall not be responslple for any deviation from this drawing anY failure to build the nce with AN51 11, or for handllria shiepina, inst IlatlOn and bradna gf,trussesA seal on this drawingg or over pageIngindicattesacceptancepfproTessionafenIneenngre;ponsTblllty sole for the design sholnin. 4The suitability drawing (or any structure is the responsibilit of the Building Desigrfer pePANSI/TPI 1 Sec.2. intwmaton sae this job's general rotes page and these web sites ALPINE, www atpinettw com: TPI www tpinst org. SBCA: www ALPINENE 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330051 I ply.1 jFROM*RAA SEON: 76651 / T26 / SY42 Cust: R R8975 JRef. 1 W9M89750141 TEENBLDR Oty: 7 DrwNo. 086.18.1216.12891 Truss Label: FT3 KM / WHK 0=712018 fo 1 5 Loading Criteria (psf) TCLL' 4000 TCDL: 10.00 BCLL• 0.00 BCDL• 5.00 Des Ld: 55.00 NCBCLL: 1000 Soffit. 2.00 Load Duration: 1.00 Spacing: 24.0 " 5'4"8 11 14'8"4 5'4"8 1.5"4 7111 I 4X4 =4X4 1.5X3 =1.5X3 A B C D E F G Q 1 5X3 1111 5X3 Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP. NA Mean Height NA ft TCDL NA psf BCDL. NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc from endwall: NA 1' NA GCpi: NA Wind Duration NA Lumber Value Set 13B (Effective 6/l/2013) Top chord 02 SP 92 N Sot chord 02 SP 81 Webs 02 SP 93 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 3X3 except as noted Additional Notes 2x6 93 HEM -FIR or better continuous strongback. Attach to each truss where shown with 3-10d Box or Gun nails (0. 1 28"x3",min.). Strongback matenal to be supplied by erection contractor. Truss must be installed as shown with top chord up. II ICI ILEMAE AN. 0!.I i_ - y^y 1112X4 14'8"4 Snow Criteria (Pg.Pf in PSF) 0efI/CS1 Criteria Maximum Reactions (Ibs) Pg. NA Ct. NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL Pf: NA Ce: NA VERT(LL): 0.138 D 999 360 0 794 Lu: NA Cs: NA VERTlI 0.264 D 886 240 1 795 Snow Duration: NA HORZ(LL)- 0.017 J - 0 Min Brg Width Req = 1.5 HORZ(fL)- 0.024 J I Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor: 2.0 Bearings 0 8 I are a rigid surface. Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.562 Bearing 0 requires a seat plate. TPI Std 2014 Max BC CSI: 0 844 W 7.2 3.0 Rep factors Used Yes Max Web CSI: 0.412 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT:12(0)N0(0) Chords Tens Comp. Chords Tens. Comp. Plate Type(s) WAVE VIEW Ver: 17.02.02A.1213.21 A - B 0 - 544 D - E 0 -1742 B-C 0 -1380 E-F 0 -1382 C- D 0 -1732 F- G 0 - 543 H. o. 708 1 i,as SAT O : tfl '••.` ••• t1 4 COA !lo r N w M,• 03/27/2018 IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Maximum Bat Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens. Comp. P-0 1070 0 M-L 1737 0 O- N 1725 0 L- K 1674 0 N-M 1732 0 K-J 1074 0 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. Webs Tens. Comp A- 0 0 -762 E- K 0 462 A- P 864 0 K- F 490 0 P- B 0 -836 F- J 0 843 B- 0 492 0 J- G 863 0 O- C 0 -586 G -1 0 742 wire extreme care in j TPatine, 11 CA) f8i safeljrn iact%s prior to bracingRefer thesefunctl Ins Installers shall pro deSteAporary dSa$fe Information, by 1 is t an C S r BCSI., Unless noted a herwise,top chord shall have pro . rN attached structural sheathing and boett2t Chosred $hall have probe v pid ceiling Locations shown for permanent latt:ral restr int bf webs shall have braang in laise unless notedoions $ c. BfRefeg to e. A% y plates to each face, of truss and position as shown above and on the JoinTDe 60A- 2 for standard plate positions. a division of his r8wirl au, failure to build the onthitlrewuggorCoverpaggeede"In shov7n. The swfabdity A IPL NENIIIW M' 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 RE Job Number. N330051 TEENBLOR Truss Label: FT4 Py. 1 I SEON' 76652 / T7 / SY42 I Cust: R R8975 JRef: 1 W9M89750141 Oty, 1 FROM: RAA DrwNo. 086.18.1216.11703 KM / DF 03/27/2018 5'4"8 6'9"12 14'8"4 T4"8 1'S"4 7'10"8 3" 1 { — 2'6" TYP) T io m Loading Criteria (psf) TCLL: 4000 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 " Lumber Wind Criteria Wind Std. NA Speed: NA mph Enclosure: NA Category' NA EXP: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist NA C8C Dist a: NA It Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Value Set. 138 (Effective 6/1/2013) Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set "l38" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 3X3 except as noted. 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 top chord up. 3X4 1.SX3 a I.SX3 A B C D E F G 11'1"4 i 37" - 14'8"4 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 Std: 2014 Rep Factors Used Yes FT/RT:12(0)/10(0) Plate Type(s) WAVE Defl/CSI Criteria PP Deflection in loc Udell L/# VERT(LL): 0 066 D 999 360 VERT(TL): 0.136 C 999 240 HORI(LL): 0.014 8 - HORt(TL): 0.021 8 Creep Factor. 2.0 Max TC CSI' 0.486 Max BC CSI. 0.999 Max Web CSI: 0.328 TM Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W 0 654 /- /- /- /- /72 K 596 /- /- /- /- /4.0 1 347 /- /- /• /• 130 0 Min Brg Width Req = 1.5 K Min Brg Width Req = 1.5 1 Min Brg Width Req = 1.5 Bearings 0, K, 8 1 are a rigid surface. Bearing 0 requires a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) VIEW Ver: 17.02.02A.1213.21 Chords Tens Comp. Chords Tens. Comp. A- B 0- 433 D- E 0 -1045 B-C 0 -1038 E-F 0 -386 C-D 0 -1202 A , 0. 708 1 SAT O • 1 COA No`iyONA wN 03/27/2018 Maximum Bat Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens. Comp P- O 853 0 M- L 1203 0 O-N 1202 0 L-K 817 0 N- M 1202 0 K- J 760 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A-0 0 -626 P-8 0 -668 A- P 688 0 E- K 0 - 694 IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingg shiapin , inslalling,and bracing , Refer to and fellow the latest editiGn of BCSI (Building Component Sdfety Information, by TPI ana SBCA) fb) safety ractices prior to performing these functions. Installers shall provide temporary bracin per BGSI., Unless noted olherwise,top chord shall have property attached structural sheathing and bo tartl chord $hall hav a pro0erlattachengidcxAhna. Locations shown for Dermanent lat6ral restraint bf w bs shall have braanganslaued per BCSI sections 83, 7 or B10y as ape ice e. poTy plates to each face, of truss and position as shown eve and on the Joint etails, unless noted otherwise. Refer to drawings 160A-2 for standard plate positions. Alpine. a division of ITW Building Comoonents Grouo Inc shall not be responsible for anv deviation from this drawina.anv failure to build the ALPINENE MIIVI Mf 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Im 1.orfor n acceptance any structure MOM Or the sui q bility t ,1 Job Number: N330051 TEENBLOR Truss Label: FTS Py' 1 Oty: 2 54 8 68 1+ 5'4"8 1'4"6 2'6" TYP) 3X4 aI.SX3 =3X3 3X3 =3X3 A B C 0 T mN, i 1 P11 O N M L K 15X3 =4X4 03X3 III1.5X3 1111.5X3 =3X3 III 1.5X3 SEON' 76653 / T38 / SY42 I Cust: R R8975 JRef: 1 W9M89750141 FROM: RAA DrwNo' 086.18 1216.12421 KM / OF 03/27/2018 14'5" 14 7.9" m3X3 =3X3 =3X3 E F G 9 4" J I H 3X3 $3X3 IIII.SX3 I I' l "4 i3'4" 10 14'5" 14 Loading Criteria (psp Wind Criteria Snow Criteria (Pg,Pt in PSF) DeflICSI Criteria Maximum Reactions (Ibs) TCLL: 40.00 Wind Sid: NA Pg: NA Ct NA CAT: NA PP Deflection in loc L/defl Up Loc R / U / Rw / Rh / RL W TCDL. 10.00 Speed: NA mph PL NA Ce: NA VERT(LL): 0 066 D 999 360 p 659 / - / - / • / - 17.2 BCLL: 0.00 Enclosure NA Lu: NA Cs: NA VERT(TL): 0.126 D 999 240 J 582 / - / - / - / - 14.0 BCDL: 5.00 Category: NA Snow Duration' NA HORZ(LL): 0.012 B - - H 340 / • / - / - / - Des Ld: 55.00 EXP. NA HORI L : 0.018 8 P Min B Width R 1.5r9 NCBCLL: 10.00 Mean Height NA ftg Code I Misc Criteria Creep Factor. 2.0P J Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: NA psf BCDL' NA sfP Bldg Code' FBC 6th.ed 201 Max TIC CSI. 0.481 H Min Big Width Req = - Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.770 Bearings P 8 J are a rigid surface. Bearing P requires a seat plate Spacing: 24.0 " C&C Dist a' NA ft Rep Factors Used, Yes Max Web CSI: 0.330 Loc from endwall: NA FT/RT:12(0)/10(0) Members not listed have forces less than 3759 I: NA GCpi NA Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: NA WAVE IVIEW Ver: 17 02.02A 1213.21 Chords Tens.Comp. Chords Tens. Comp Lumber A- B 0 -436 D- E 0 -1078 Value Set: 138 (Effective 6/1/2013) B - C 0 -1048 E - F 0 -435 Top chord 4x2 SP #2 N C - 0 0 -1220 Bot chord 4x2 SP 91 Webs 4x2 SP #3 Maximum Sot Chord Forces Per Ply (Ibs) Lumber value set "13B" uses design values Chords Tens.Comp. Chords Tens Comp. approved 1/30/2013 by ALSO O-N 860 0 L-K 1221 0 Additional Notes N- M 1219 0 K• J 858 0 See ANSI/TPI 1 Sect 7 for additional bracing M - L 1220 0 J -1 836 0 requirements. Bracing material to be supplied by erection contractor. Maximum Web Forces Per Ply (Ibs) Truss must be installed as shown with top chord up. Webs Tens.Comp. Webs Tens. Comp. 6 A• O 693 0 F- I 0 •400AMputnHrarrrr/p/rpi 0.708 1 0. e as S AT O COA #01"SizlA w '• 03/27/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fybpn catinq hh ndling shipping, installing and bracini Refer to and follow the latest edition of SCSI (BuildingComponentSafeyInformation, b TPl ana S CA) ibi safe pracbces pnor to perfo ming these functions Installer shall pprovide temporabracingperBGSI. Unless noted o erwise,top chord shall h ve property attached structural shgathin and bott ord )Flail havfl a pro9erlattachesrigidceiling4ocationsshownforpermanentlateralrestraint6fwebsshallhavebraanginsalledpfrBCIsctionsQ3, B7 or 8IVasappicaE. p y p ates t Each face or truss and position as shown above and on the Joint Details, un ess note otherwise. Refer to ALPINEdrawings160A-2 fgr standard plate positions. Alpine, a division of ITW 8 itdd'nlgCComponentsS Gro0upp In ..shall not be resaonsible for any deviation from this drawin ,a failure to build the µft,,,m,,,,,n truss in conformance with %NStIITPI 1, or for hantllirip shipping, Instpllatldn and bracing 0f trussesA Seal on this dr wiXq or over page 2400 Lake Orange Or. listing this drawing indicates acceptance of aroTessions en ineenn responsibility solely for the desi n shovTn. he suitability Suite 150IndriseofthisardwingforanystructureIstheresponsibilityoftheBuildingDesigrferpefANSI/TPI 1 Sec.2. Suite I FL, 32837 For more information see this job's general notes a and these web sues: ALPINE: www al 'neitw cam, TPI: www. w. nsl ar: SBCA: wwsbandua cam CC: Iwww.Kaafe. Job Number: N330051 Ply. 1 TEENBLDR Oty. 1 Truss Label: FT6 n'P) SEON. 76654 / T41 / SY42 I Cusl. RR8975 JReI: 1W9M89750141 FROM: RAA OrwNo• 086.18.1216 13076 KM / OF 03/27/2018 5'4"8 6'8"14 14'5"14 5.4..8 1'4"6 + - 7'9" as 4X4 1.5X3 =3X3 3X3 3X3 =3X3 3X3 =04 A B C D E F G T 90 1 512 I 9.4.. P O N M L K J I H 1.5X3 =4X4 3X3 11115X3 1111.5X3 =3X3 3X3 =04 III1.5X3 1111.5X3 14'5"14 Loading Criteria (psf) Wind Criteria TCLL: 4000 Wind Std: NA TCDL: 10.00 Speed: NA mph SCLL: 0.00 Enclosure. NA BCDL' 500 Category: NA EXPNA Des Ld: 55Mean H 00MeanHeight: NA k 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 It Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Value Set: 138 (Effective 6/1/2013) Top Chord 4x2 SP 02 N Bot chord 4x2 SP #1 Webs 4x2 SP #3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC 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"xT%min.). Strongback material to be supplied by erection contractor. Truss must be installed as shown with top chord up. Snow Criteria ft,Pf in PSF1 DekICSI Criteria Maximum Reactions (Ibs) Pg: NA Ct, NA CAT. NA PP Deflection in loc Uden L/# Loc R I U / Rw / Rh / RL / W P 797 / - / - / - / . / 7.2 Pf: NA Ce: NA VERT(LL): 0 137 0 999 360 Lu: NA Cs: NA VERT(rL): 0.259 0 904 240 H 783 / - / - I - / - / - Snow Duration: NA HORZ(LL): 0.018 1 - P Min Brg Width Req = I.S HORZ( TL): 0.024 1 Creep Factor: 2.0 H Min Big Width Req = - Bearing P is a rigid surface. CodeIMiscCriteriaBldg Code: FBC 61h.ed 201 Max TC CSI: 0.564 Bearing P requires a seat plate. TPI Std- 2014 Max BC CSI: 0.840 Rep Factors Used: Yes Max Web CSI, 0.426 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): I VIEW Ver: 17.02.02A.1213.21 A - B 0 - 546 D - E 0 -1760 B- C 0 -1387 E -F 0 -1420 WAVE C- D 0 -1741 F-G 0 -595 71, 0841 V SAT O C• S/ONAL coAa31i ,,,1= 1 1, 11t1 03/ 27/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens Comp O- N 1075 0 L-K 1747 a I N-M 1734 0 K-J 1701 0 M- L 1741 0 1-1 1122 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A- P 0- 765 E- J 0 445 A- O 868 0 J- F 473 0 0- 8 0- 840 F- I 0 837 B- N 495 0 I- G 894 0 N- C 0- 586 G- H 0 774 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Truces require extreme care in fapri* tin9 ha ndlin9, shlo in installing and bracing. Refer to and fellow the latest editi?n of SCSI (Building Component Safety Information, by TPI.1 SBEA) fbr safepty $radices prior to performing these functions. Installers shall provide terhpora bracin er Bt:SI. Unless noted olherwlse,top chord shall have proaeI attached structural sheathing and bott2m chord $hall ave a pro e attach n'gid ceilin Locations shown for permanent lateral restr8int 8f webs shall have bracing nslalled pgr SCSI seclwns 43, 87 or 1 , as ape ica e. Ap Tgjr plat@s to @ach face of truss and position as shown above and on the Joinrl3etatls, un ess noted otherwise. Refer to ALPINE drawings160A-Z I standard plate positions. Alpine, a division of 17 W Buuitddl1'n CComponents GrQGupp Inc.,sh$II net be re ponsiple for any deviation from this dr8wirl apV failure to build the ,,n, m,,.,M truss in nvto(manta with ANSI PI 1, or for handliriq shipping, instBllatlon and bracing of trussesA seat on thi$ tlr winp or over page 2400 Lake Orange Or. listing this drawing indicates acceptance q( proTessionar en sneering responsTbill sole) for the design shoviTn. he sui[ability Suite 150 andOseoffthisCawingforanystructureistheresponsibiligoftheBuildingDesignerpeANSI/TPI 1 SS'S c.2. For more information see this jaws general notes page and these web sites: ALPINE: www al neaw cam TPI www tpinst.org. SBCA: www.sticindustry cam ICC: www.icmfe.org Orlando FL, 32837 Job Number: N330051 I Pry 1 I SEON' 76655 / T11 / SY42 I Cust. RR8975 JRef: 1W9M89750141 TEENBLDR Oty 1 FROM, ALS DrwNo. 086.18.1216.12343 Truss Label: FTGE KM / OF 03/27/2018 1'7"8 2'10" 14'5"4 14,8"4 f 17'8 + % 81 111-4 3 I 12' 10"8 3 274 1'4- TYP) si3X3 AB C 0 E F G H I J K L W V U T S R O P O 111ZA4 3X3 14' 8"4 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf to PSF) DeflICSI 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 I W TCDL 10.00 Speed: 150 mph Pf: NA Ce: NA VERT(LL): 0.002 8 999 360 N' 352 / 47 / 15 /. /. 1176 BCLL: 0.00 Enclosure' Closed Lu NA Cs NA VERT(TL): 0.006 8 999 240 Wind reactions based on MWFRS BCDL 5.00 Risk Category- 11 Snow Duration NA HOR2(LL). -0.001 8 - - N Min Brg Width Req = - Des Ld: 55 00 HOR2(TL): 0 001 8 Bearing Y is a rigid surface NCBCLL• 1000 Mean Height: 15.00 ft TCDL 4 2 psf Code I Misc Criteria Creep Factor: 2 0 Soffit 200 SCOL. 3.0 psf Bldg Code. FBC 6th.ed 201 Max TC CSI 0 360 Members not listed have forces less than 375# Load Duration. 1 00 MWFRS Parallel Dist' 0 to h/2 TPI Std: 2014 Max BC CSI: 0 013 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp Spacing 12.0 " C&C Dist a: 3.00 ft Rep Factors Used Yes Max Web CSI: 0.122. Loc from endwall not in 4.50 It FT/RT:20(0)/10(0) X - B 76 -404 GCpi: 0.18 Plate Type(s) Wind Duration 1 60 WAVE VIEW Ver 17 02 02A.1213.21 Maximum Gable Forces Per Ply (Ibs) Lumber Gables Tens Comp. Gables Tens. Comp. Value Set: 13B (Effective 6/1/2013) C - W 69 -407 H - R 66 -512 Top chord 4x2 SP #2 N D - V 68 - 440 1-0 66 - 510 Bol chord 4x2 SP #2 N E - U 67 - 476 J - P 68 - 523 Webs 4x2 SP #3 F - T 66 - 507 K - O 61 - 469 Lumber value set "13B" uses design values G - S 66 - 513 approved 1/3012013 by ALSC Bracing Sheathing is required for any longitudinal(drag) forces All connections to be designed by the building designer Special Loads Lumber Dur. Fac.=1. 00 / Plate Dur Fac.=1.00) µMluutulprrru./r/ TC: From 253 plf at 0 00 to 384 plf at 6.88dA TC: From 384 at 6.88 to 384 at 14.44 AiYe ,/i plf plf 4 BC' From 5 plfat000to5plfat1456ES • / Plating Notes N: ••G J. All plates are1. 5X3 except as noted. i 0. 708 1 • Wind Wind loads based on MWFRS with additional C&C Q member design Additional Notesas SAT O Truss must be installed as shown with top chord up O a t •.f 21— a••a...,..••-* ST/ O co A # o NA f rM{11 03/ 27/2018 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, h ndlingg shi0pin installing and bracin Refer to and follow the latest edition of BCSI (Building Component S fety Information, by TPI an) CA) fb safety ractices prior to performing these functions. Installers shall proviideeterhporra brad per B SI. Unless noted dtherwisfe,top chord shall have property attached structural sheathing and bpottiw ch ordct on l ¢3 raorogif y atlach a ri idcellln `ovations shown or ermanent latgral restraintif webs shall hay brdo Ins .fled r CS as appllcaF7 e Ap plqyDletestoeachface.ofPtruss and position as shown above and on the omf Details, unless notedotherwlse. Refer toALPINE drawings 160A•2 fOr standardplatepositions. Alpine, a division of ITV Butiild1,,pht RComponents GTIjX InC. shell not be resppons ft for any ddeviation from this drawing a0v failure to build the uirrwm„M+n truss in conformance with ANSI/ TPI 1, or for handllrig shiGpin , Inst;311atlbn and bracing gf,trussesA seal on thi dr3wlnq or over page 2400 Lake Orange Dr. listingg this drawing indicates acceptance of proTessionar en ineeri responsibility solely for the des n shown. he suitability Suite 150 and Dse ofi this 9rawingforanystructureistheresponsibilityoftheBuildingDesigrferperANSI/TPI 1 c.2. For more mformawn see thisjob' s general notes page and these web sites: ALPINE www al meitwxom, TPI www.tpinst.org. SBCA. www.1bondustry cam. ICC, www.i=afe.org Orlando FL. 32837 W Job Number. N330051 I Ply. 1 FROKRAA SEON. 76656 I T32 I SY42 IKM Cust: RR8975 JRef: 1W9M89750141 TEENBLDR Oty: 6 OrwNo: 086 18 1216 12982 Truss Label. FT7 / OF 03/2712018 T 00 I Loading Criteria (pso 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 " 5'4"8 7'0"12 11'2"4 5'4"8 1'8"4 4'1"8 2,6,. ---------- 'i 11"112' i NP) III3X3 = 3X3 a1.5X3 =3X3 =3X3 III1.5X3 =3X3 =1.5X3 A B C D E F N 1.SX3 III 1.5X3 Wind Criteria Wind Std: NA Speed. NA mph Enclosure NA Category: NA EXP: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf 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 4x2 SP #2 N Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Additional Notes See ANSI/rPI 1 Sect 7 for additional bracing requirements. Bracing material to be supplied by erection contractor. Truss must be installed as shown with top chord up. irW\A 11'2"4 Snow Criteria (Pg,Pf in PSF) DeflICSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl UN Pf: NA Ce: NA VERT(LL) 0 076 C 999 360 Lu NA Cs' NA VERT(TL): 0.165 C 999 240 Snow Duration NA HORI(LL): 0.019 8 - HOR2(rL): 0 030 8 Code I Misc Criteria Creep Factor: 2.0 Bldg Code, FBC 6th.ed 201 Max TIC CSI. 0.580 TPI Std: 2014 Max BC CSI: 0.741 Rep Factors Used, Yes Max Web CSI: 0.296 FT/RT:12(0)/10(0) Plate Type(s). VIEW Ver 17.02 02A.1213.21WAVE H' J:••vcE v sF :c 1 V. I' W- J. ssNv COA iz."a000 03/27/2018 111 ZA'4 Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W N 602 /- /- /- /- /72 H 603 /- /- /- /- /3.0 N Min Brg Width Req = 1.5 H Min Brg Width Req = 1.5 Bearings N 8 H are a rigid surface. Bearing N requires a seat plate Members not listed have forces less than 3759 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens Comp A -B 0 -391 D-E 0 -980 B-C 0 -907 E-F 0 -378 C-D 0 -988 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. M- L 773 0 K- J 988 0 L-K 9W 0 J-1 763 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens Comp A-N 0 -573 E-1 0 -612 A-M 621 0 I-F 601 0 M-8 0 -606 F-H 0 -553 J-E 434 0 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS s require extreme care in fa icatinp, hha44dling shiDpin installing and brawny Refer to and follow the latest edition of BCSI ((Building Went Safey Information, by TPI and SBGA) fbi safety raclices pnor to performing these functions Installers shall Provide terhporarY per BCSI. Unless noted ovlervvise,top chord shall have properly attached struclural shgathing and bolt2rtl chord shall avfl provendrigidceihnpLocationsshownforDemlanentIatQralrestraintbtwebsshallhay@@bracnginstalledpfrBCSIs2ctwns3, e or 810Y Ica111e ApDTy Dlates to each face, of truss and position as shown above and on the Oin stalls, un ess noted Otherwise. Refer to Is 160A-2 for standard plate positions. a division of ITW Buildin4Comdonents Grouo Inc. shall not be resoonsib(e for any deviation -from this drawing,anv failure to build the ALPINEINE M11wmMM11Y 2400 Lake Orange Dr. Suite 150 Orlando FL,32837 1 Job Number: N330051 TEENBLOR Truss Label: FT8 Pty. 1 Oty: 1 SEON: 76657 / T35 / SY42 I Cust. RR8975 JRef: IWSM89750141 FROM• RAA OrwNo. 086.18.1216.11890 KM / OF 03/27/2018 T 1 Loading Criteria (psq Wind Criteria TCLL' 4000 Wind Std: NA TCDL. 1000 Speed. NA mph BCLL. 000 Enclosure: NA BCDL: Soo Category: NA EXP. NA Des Ld 5500 Mean Height NA ft 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 It Loc from endwall, NA 1: NA GCpi: NA Wind Duration: NA Lumber Value Set: 138 (Effective 6/1/2013) Top chord 4x2 SP 02 N Bot chord 4x2 SP #2 N Webs 4x2 SP 93 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Additional Notes Truss must be installed as shown with top chord up 17"8 2'S 1'78 10" 1'7"8 1'3"12 --{ F31 1.3.,12 -- 3X4 11115X3 1111.5X3 =3X4 A B C 0 4.1" 9,4„ Snow Criteria (Pg,Pf in PSF) Oefl1CSI 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): 0.005 8 999 360 H 225 / - / - / - / • 13.0 Lu: NA Cs: NA VERT(TL): 0.011 8 999 240 E 225 /- Snow Duration: NA HORZ(LL): -0.002 D - H Min Brg Width Req = 1.5 HORZ('TL): 0.003 D E Min Brg Width Req = - Code / Misc Criteria Creep Factor 2.0 Bearing H is a rigid surface. Bldg Code: FBC 61h.ed 201 Max TC CSI: 0.117 TPI Std: 2014 Max SC CSI: 0.072 Members not listed have forces less than 375# Rep Factors Used. Yes Max Web CSI: 0.081 FT/RT:12(0)/10(0) Plate Type(s): WAVE VIEW Ver. 17.02.02A.1213.21 H i :••GE Sic' o.108 1 i. S T O ; COA #Oo SNNA1. ENN it' Mt+.rnaala 03/27/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS installing and bracing. , Refer to and fellow the latest edition of SCSI (Building actives prior to performing these functions. Installers shall provide temporary property attache ssructural shpatfaing and bottQrrt ord tons 83 7 oro 1f10y :straint f w¢bs s at have braang lstalled per eC sec as shown above and on the JoinCfJetaits, unless not otherwise Refer to not be re ;pponstple for any ddeviation from this drawing all failure to build the msta8llatidn and bracinn q(trusseesA Beal on tht dr wtXaq or over paengingeringresponsib(lity solely for the desgn shoMTn. 4fhe suitability any I N A IPLNE 2400 Lake Orange Or Suite 150 Orlando FL, 32837 W Job Number. N330051 TEENBLDR Truss Label- At Loading Criteria (psq 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 " Py. 1 ISEON:54582 / T31 COMN`Cust.R8975 JRet: tW9M89750141 Oty: 4 I FROM: ALS I OrwNo: 086.18.1216.14714 KO / WHK 03127/2018 r3' Wills 2Y6' 29 rr re•8 ' 11' rare 7 r 6x6E 29' 11' I-0•d 8'ttb + 8' + 8' 8'ttre 6•T7•e 141n•e 2rI lre 2911' _I Wind Criteria Wind Std: ASCE 7.10 Speed: 150 mph Enclosure: Closed Risk Category II EXP: C Mean Height: 24.56 it TCDL: 4.2 psf BCDL 5 0 psf MWFRS Parallel Dist h/2 to h C&C Dist a: 3.00 ft Loc. from endwall. not in 9 00 it GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set 138 (Effective 6/1/2013) Top chord 2x4 SP #2 N Bat chord 2x6 SP #2 N :82 2x4 SP #1: Webs 2x4 SP #3 :W2, W4 2x4 SP #2 N. Lt Slider 2x6 SP #2 N' BLOCK LENGTH = 2.000' Rt Slider 2x6 SP #2 N: BLOCK LENGTH = 2.000' Lumber value set "138" uses design values approved 1/30/2013 by ALSC Bracing a) 1 X4 #3SR8 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 Wind Wind loads based on MWFRS with additional C&C member design Snow Criteria (Pg,Pt in PSF) Pg: NA Ct: 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: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.082 K 999 360 VERT(fL): 0 313 K 999 240 HORZ(LL): 0.037 G - HORz(TL): 0.073 J - Creep Factor: 2.0 Max TC CSI: 0.947 Max BC CSI: 0.673 Max Web CSI: 0.423 VIEW Ver: 17.02.01A.1115.21 i o. TO8 1 ire S T O coA ao SIQNAI E 03127/2018 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 of 20'U• 12 Maximum Reactions (Ibs) Loc R /U / Rw /Rh /RL /W M 1546 / 429 / 1021 / - / 287 / 3 5 N 1546 / 429 / 1021 / - /- / 3.5 Wind reactions based on MWFRS M Min Brg Width Req = 2.1 N Min Brg Width Req = 2.1 Bearings M & N 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 9W - 2370 E - F 765 -1692 C - 0 9W - 2282 F - G 910 - 2282 D - E 763 - 1692 G - H 907 - 2370 Maximum Bat Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens. Comp. B - L 1958 - 662 K - J 1950 -679 L - K 1950 - 663 J - H 1958 -678 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens Comp D - K 354 - 635 K - F 353 -635 E - K 802 - 329 of ALPINE any A "* cOMCNrY 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 W Job Number. N330051 I Ply: 1 I SEON. 54559 / T44 / HIPS Cust. R R8975 JRef: I W9M89750141 TEENBLDR Oly' 2 FROM. ALS DrwNo: 086.18.1216.15620 Truss Label: A2 KM / OF 03/27/2018 T3' tY1t'a 16'11"8 278' 21Y 11" T3' S'e"8 4' 5'8116 71" s4X6 4X6 E F I 8'11'8 8' a' I 611'8 ,110" 8'11'8 + 14.11-8 22'11"8 T 2911" tI Loading Criteria (psf) TOLL. 20.00 TCDL: 17.00 BCLL: 000 BCDL: 10.00 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: 11 EXP' C Mean Height: 24.06 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to In C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 138 (Effective 6/112013) Top chord 2x4 SP 02 N Sot chord 2x6 SP 92 N :82 2x4 SP #1: Webs 2x4 SP #3 :W2, W5 2x4 SP #2 N. Ll Slider 2x6 SP #2 N: BLOCK LENGTH = 2.000' Rt Slider 2x6 SP #2 N: BLOCK LENGTH = 2.000' Lumber value set "138" uses design values approved 1/3012013 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"x2.5",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 Wind Wind loads based on MWFRS with additional C&C member design. Snow Criteria ( Pg.Pf in PSF) Pg: NA Ct NA CAT: N/ 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: Yes FT/RT: 20(0)/l0(0) Plate Type( s): WAVE DeflICS1 Criteria PP Deflection in loc Udell U# VERT(LL): 0.076 L 999 360 VERT(TL). 0.293 L 999 240 HOR2(LL): 0.042 H HOR2(TL): 0.070 K Creep Factor: 2.0 Max TC CSI. 0.731 Max BC CSI: 0.672 Max Web CSI: 0.222 VIEW Ver: 17.02.01A.1115.21 A W. --,, i 14 ST O NZ COA # 0' 0A' __ 03/27/ 2018 2OV 12 Maximum Reactions ( Ibs) Loc R / U /Rw /Rh /RL /W N 1547 / 433 / 10271- / 254 / 3.5 0 1547 / 433 / 1027 / - / - / 3.5 Wind reactions based on MWFRS N Min Brg Width Req = 2 1 O Min Brg Width Req = 2 1 Bearings N 8 O are a rigid surface. Members not listed have forces less than 3759 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens. Comp. Chords Tens. Comp 8 - C 964 - 2378 F - G 811 -1712 C - D 943 -2271 G - H 945 - 2271 D-E 810-1712 H-I 962 -2378 E - F 820 -1531 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens. Comp. Chords Tens Comp. 8 - M 1943 -692 L - K 1935 - 721 M - L 1935 -693 K - I 1943 -720 Maximum Web Forces Per Ply (Ibs) Webs Tens. Comp. Webs Tens. Comp. D-L 313 -574 L-F 401 -185 E -L 401 -185 L-G 312 -574 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Nextreme care in fabricating h ndlin9, ship in installing.and bracing. Refer to and fellow the latest edition of SCSI (Building r safetyInformation, by TPI and'Sal for safepty gractices pnor to performing these functions. Installers shall provide terhporary BGSI , Unless noted olherwise,top chord shall have pro attached sVuaural sheathing and bolt2rtl hord shall have a progeny aid ceiling. Locations shown for nermanenl tat@cal restraint bf webs shall have braanq ins[#Iled pgr Bc l s ctions Q3, 87 or 810, fle. ApotplatestoeachfaceofirussandpositionasshownaboveandontheJoinDetails, unless note otherwise. Refer to of his dr wiflg an failure to build the on th1 r wiXqa or over page ie des gn sholnin. he sui[ability A IPL NE RPi1, orfor n acceptance any sructure MIrw( DYFIIr/ 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 Job Number: N330051 Ply: 1 SEON: 54562 / T20 HIPS Cust• R R8975 JRef• 1 W9M89750141 TEENBLDR Oty 2 FROM. ALS DrwNo• 086.18 1216.15541 Truss Label: A3 SN / DF 03/27/2018 T1.4 1&11.8 1&1Ile 22'9.12 29'11• 7'1-4 3'10.4 8' 3'10'4 7'1.4 a5E5 T2 e51f 29' 1 V 1'0.8, 6'118 8' 8' 6'11'8 ,10'8 r 6't 1'8 + 14.11"8 + 22'1I'S 29'11• A Loading Criteria (psf) TCLL 20.00 TCDL. 17.00 SCLL: 0.00 BCOL: 10.00 Des Ld: 47.00 NCBCLL: 1000 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. 23.56 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N :T2 2x4 SP #1 Bot chord 2x6 SP #2 N .B2 2x4 SP #1: Webs 2x4 SP #3 Lt Slider 2x6 SP 02 N: BLOCK LENGTH = 2.000' Rt Slider 2x6 SP 92 N: BLOCK LENGTH = 2.000' Lumber value set "138" 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,Pf in PSF) Fig NA Ct: NA CAT: N/ Fit 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: Yes FT/RT.20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.092 L 999 360 VERT(rL): 0.314 L 999 240 HORZ(LL). -0.042 C - HORZ(rL): 0.070 K Creep Factor. 2.0 Max TC CSI: 0.925 Max SC CSI: 0.737 Max Web CSI 0.261 VIEW Ver: 17.02.01A.1115.21 03/27/2018 IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS ouire extreme care in fabricating, handling. shiocino, installing and bracing. Refer to and follow the latest e e0't2 Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W N 1657 / 436 / 1027 / - / 221 13.5 0 1658 1436 / 1027 / - / - / 3.5 Wind reactions based on MWFRS N Min Brg Width Req = 2 3 O Min Brg Width Req = 2 3 Bearings N & 0 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 981 - 2574 F - G 1086 - 2428 C - D 958 -2481 G - H 956 - 2483 D - E 1088 - 2427 H -1 980 - 2575 E - F 878 -1942 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens. Comp. B - M 2120 - 704 L - K 1851 - 596 M - L 1850 - 571 K -1 2122 -732 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. M - E 501 -259 F . K 502 - 259 failure to buildg @theorcoverpi[abilityn. The su ALPINE ff*c n 2400 Lake Orange or. Suite 150 Orlando FL, 32837 Job Number. N330051 I Pty.1 I SEON• 54567 / T43 / HIPS 1KM Cust' RR8975 JRef' 1W9M89750141 TEENBLOR Oty: 2 FROM• ALS OrwNo: 086 18 1216.15542 Truss Label: A4 / DF 03/27/2018 61118 14'11"8 20'11"8 29'11" 8' 11 "8 6' 88' 11 "8 06Ox6 1112E4 T2 e6F6 29' 11" f1' 0"" 6'11'8 8' 8' 6'11'6 8' 11 "8 14' 11'll 22' 11 "8 29' 11' Loading Criteria (psn 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 Ld 47.00 Mean Height: 23.06 it NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 0.00 BCDL' 5.0 psf Load Duration' 125 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a. 3.00 ft Loc. from endwall: not in 9.00 It GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 138 (Effective 6/1/2013) Top chord 2x4 SP #1 :T2 2x4 SP #2 N: Bot chord 2x6 SP #2 N :82 2x4 SP #2 N: Webs 2x4 SP #3 Lt Slider 2x6 SP #2 N. BLOCK LENGTH = 2 000' Rt Slider 2x6 SP #2 N: BLOCK LENGTH = 2.000' 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. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: Ni 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 Oefl/ CSI Criteria PP Deflection in loc Udell L/# VERT( LL): -0.181 C 999 360 VERT( fL)- 0.361 C 999 240 HOR2( LL)- -0.114 C - HOR2( TL): 0.130 C Creep Factor 2 0 Max TC CSI: 0.929 Max BC CSI: 0.949 Max Web CSI: 0.322 VIEW Ver: 17 02.01A 1115 21 VU0" 12 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W M 1547 / 679 / 1020/ - / 187 13.5 N 1547 / 679 / 10201 - / - 13.5 Wind reactions based on MWFRS M Min Brg Width Req = 2.1 N Min Brg Width Req = 2A Bearings M 8 N 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 1157 - 2525 E - F 1059 - 2150 C - D 997 - 2225 F - G 967 - 2225 D - E 1059 - 2150 G - H 1156 - 2522 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens Comp. B - L 1879 - 701 K - J 1834 - 704 L - K 1834 - 701 J - H 1879 -702 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. D- K 418 -175 K-F 418 -174 E - K 215 -402 03/ 27/2018 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, shipoinq, installing and bracinq. Refer to and follow the latest edition of any failure to build the or over pa n. he sui ility ALPINE m ffwmWMfl 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330051 Pry• 2 SEON: 54571 / T61 / HIPS I Cust: RR8975 JRef. 1W9M89750141 TEENBLOR Oty: 1 FROM ALS OrwNo. 086.18.1216.14870 Truss Label: A5G KM / OF 03r27/2018 2 Complete Trusses Required 6' 11'8 14' 11'8 22' 11 "8 21111" 6' 11 48 8' 8' 8' "_a o e WAS T2 = 6XF8 Fear. M-1 L 82 K J n N k 3X 12((E3 5X5 m 4X8 Q SX5 IU3X 12((E3) 4X4(E) = m4X4(E3) t- 29' 11' I 2e0-12 IV' 8 8I 1 1 8' i 8' + 8'11'8 T Q6'11"8 14'11'8 22'll"8 29'11" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,PI 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 Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 17.00 Speed: 150 mph Pf: NA Ce: NA VERT(LL): 0.139 E 999 360 M 3026 / 1265 / - / • / - / 3.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.540 E 999 240 N 3026 / 1265 / • I - / - 13.5 Risk Category: IIBCOL: 10.00 Snow Duration: NA HOR2(LL): 0.049 G - Wind reactions based on MWFRS Des Ld: 47.00 EXP' C HOR2(TL): 0.121 G M Min Brg Width Req = 2.1 NCBCLL: 0.00 Mean Height: 22.56 It Code I Misc Criteria Creep Factor. 2.0 N Min Brg Width Req = 2 1 Soffit 0.00 TCDL: 4.2 psf Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.656 Bearings M 8 N are a rigid surface. BCDL: 5.0 psf TPI Std: 2014 Max BC CSI: 0.959LoadDuration: 1.25 MWFRS Parallel Dist. 0 to h/2 Members not listed have forces less than 375# Spacing. 24.0 " C&C Dist a: 3 00 It Rep Factors Used. No Max Web CSI: 0.282 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: NA FT/RT.20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 160 WAVE VIEW Ver 17 02 01A it 15.21 8 - C 1075 - 2601 E - F 1305 - 3169 Lumber C - D 1051 - 2562 F - G 1051 - 2562 D - E 1306 - 3169 G - H 1075 - 2601 Value Set: 138 (Effective 6/1/2013) Top chord 2x4 SP #2 N :T2 2x6 SP #2 N: Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x6 SP #2 N 82 2x4 SP #2 N: Chords Tens.Comp. Chords Tens Comp Webs 2x4 SP #3 :W2, W4 2x4 SP #2 N: Lt Slider 2x6 SP #2 N: BLOCK LENGTH = 2.000' 8 - L 2228 -908 K - J 2226 -908 Rt Slider 2x6 SP #2 N: BLOCK LENGTH = 2.000' L - K 2226 -WS J - H 2228 -908 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply (Ibs) Nailnote Webs Tens.Comp Webs Tens Comp Nall Schedule:0.128"x3" nails D - K 1062 -447 K - F 1062 -447 Top Chord: 1 Row ®12.00" o.c E • K 510 •809 Bot Chord: 1 Row @12.00- o.c. Webs . 1 Row ® 4" o.c. Use equal spacing between rows and stagger nailspta++trttaNrr in each row to avoid splitting. Loading `"•a••:•••••••'/ 'Ali4 1 hip supports 6 11-8 jacks with no webs ` •••G St ' ' 00 Wind - Wind loads and reactions based on MWFRS. s 0.7108 1 s ot S T O Q 03/27/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS russes require extreme care in fabricating hh ndlin99 shi In , inl;talling and bracin Refer to and follow the latest editiGn of SCSI (BuildingomponenfSafetyInformation, by TPI and'S CA) fbi safPery ractices prior to performing these functions. Installers shall provide terhporary bracin aer SCSI. Unless noted olherwise,top chord shall have property attache structural sheathin and bott2nl chord ghall hav a proQenYattachdrigidceilingLocationsshownforpermanentlat#ral restraint bf webs s all have bra ng ins alled oer BCSI sections $3, 7 or 810, as applicafsle. Ap Ty plates to each face, of truss and position as shown above and on the Join Details, unless no otherwise. Refer to ALPINEdrawings160A-t I r standard plate positions. Alpine, a diYision of ITW Bait 1n omponents Group Inc.,shall not be responsible for any deviation from this dr8wing,a failure to build the ,,,n,,m,,,,,n rUss in c0n rmance with A 511 11, or for hantlliriq shipping, instBllatidn and braang oi,trussesA seal on thi dr8wing or over page 2400 Lake Orange Or. ist n this tlorawina indicates acceD ance of DroTessionar en Ineerina re onsibillty sole for the des Qn sho Qn. he sui Qe ili Suite 150anduseofthisQrawingforanystructureIsmeresponstbilitoftheBuildngDestgrferpeANSI/iPl 1 SSc.2. ty For more mfermeuon see this 'ob'a eneral notes a e arW mesa web wiles ALPINE: www.W ' eiMr com TPI: www insl , SBCA www sbdneus tOrti ICC www.icesafeorg Orlando FL, 32837 N Job Number. N330051 Ply. 2 SEON: 54596 / T33 / SPEC Cust' R R8975 JRef: 1 W9M89750141 TEENBLDR Oty. 1 FROM, ALS DfwNo: 086.18.1216.14932 Truss Label: A6G KM / DF 03/272018 2 Complete Trusses Required 7'1"4 9'38 1t'7"8 18'&A 22'11"8 29'11" 7'1"4 77'4 74" 7'(Y'12 4'3"4 fill"8 114E8 11133XI2rEE1) 5X10 1114ill ` 0aiio 1112X4 E4X4(E3E3) 29'11" 1'0 Q 44 728 4'39'•4 + 7'1"4 0 2_ 1es'866118I729'1,•• Loading Criteria ( psr) TCLL: 20. 00 TCDL: 17. 00 SCLL: 0. 00 BCDL: 10. 00 Des Ld: 47.00 NCBCLL: 0 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. 11 EXP: C Mean Height' 23.15 ft TCDL: 4. 2 psf BCDL: 5. 0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 It Loc. from endwall: not in 9.00 ft GCpi 0 18 Wind Duration: 1.60 Lumber Value Set: 138 (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x6 SP #2 N :82 2x4 SP #2 N: Webs 2x4 SP #3 Lt Slider 2x6 SP #2 N. BLOCK LENGTH = 2.000' Rt Slider 2x6 SP #2 N: BLOCK LENGTH = 2.000' Lumber value set "13B" uses design values approved 1/ 30/2013 by ALSO Nailnote Nail Schedule 0.128"x3" nails Top Chord. 1 Row ®12.00" o c Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row ® 4" O.C. Use equal spacing between rows and stagger nails in each row to avoid splitting Special Loads Lumber Dur. Fac.=1 25 / Plate Dur Fac.=1.25) TC. From 78 plf at -1.04 to 78 plf at 18.69 TC' From 39 plf at 18 69 to 39 plf at 22.96 TC: From 78 plf at 22.96 to 78 plf at 30.96 BC: From 20 plf at 0.00 to 20 plf at 18.54 BC: From 10 plf at 18.54 to 10 plf at 22.93 BC: From 20 pIf at 22.93 to 20 plf at 29.92 TC: 240 lb Conc. Load at 19 90,20.90.22 90 TC: 333 lb Conc. Load at 22.96 BC: 1963 lb Conc. Load at 18.69 BC: 148 lb Conc. Load at 19.90.20.90 BC: 551 lb Conc Load at 22.93 Wind Wind loads and reactions based on MWFRS. WARNING" READ AND f IMPORTANT- FURNISH THIS DRAWI Snow Criteria ( Pg,Pf in PSF) Pg: NA Ct. NA CAT: N/ 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: No FT/RT: 20(0)/l0(0) Plate Type( s): WAVE DefI1CSl Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.187 G 999 360 VERT(fL): 0.700 G 809 240 HORZ(LL): 0.0621 - - HORZ(TL): 0.147 1 Creep Factor 2 0 Max TC CSI: 0.952 Max BC CSI: 0.869 Max Web CSI: 0 889 VIEW Ver. 17.02.01A.1115.21 Additional Notes WIND LOAD CASE MODIFIEDI MN •'t " i It N•' G S4c i 0. 70$ 1 03/27/ 2018 LOW ALL NOTES ON THIS DRAWINGI TO ALL CONTRACTORS INCLUDING THE INSTALLERS ping, installing and bracing. Refer to and follow the latest e Maximum Reactions ( Ibs) Loc R / U / Rw / Rh / RL / W P 2726 / 1233 1- / - / - / 3.5 0 4011 / 1828 /- /- /• /3.5 Wind reactions based on MWFRS P Min Brg Width Req = 1.9 0 Min Brg Width Req = 2.8 Bearings P 8 0 are a rigid surface Members not listed have forces less than 3750 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens. Comp B - C 1034 -2271 F - G 1765 - 3905 C - D 1009 - 2231 G - H 1772 - 3919 D - E 987 - 2170 H -1 1578 - 3466 E - F 1389 •3079 I - J 1605 - 3509 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens. Comp. Chords Tens Comp. B - 0 19N - 866 M - L 3021 -1367 O - N 1906 - 853 L - J 3013 -1364 N - M 2WS -1296 Maximum Web Forces Per Ply (Ibs) Webs Tens. Comp. Webs Tens. Comp. E - N 2334 -1046 F - M 1190 - 547 N - F 1026 -2156 M - H 1234 - 557 of ALPINE any µr'* 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 IK Job Number: N330051 TEENBLOR Truss Label: BIG I Ply: 2 Oty. 1 I SEON. 54430 / FROM: ALS T50 / SPEC I Cust: R R8975 JRef. 1 WSM89750141 DrwNo: 086.18.1216.14433 KM / WHK 03/27/2018 2 Complete Trusses Required 3'T T7" 10 14' 18'8" 22'11"4 29'9" 3'7" 4' 2'S" 4' 4'8" 4'3"4 8'9"12 0 IsSH8 12fX4T3 Q 6 T4 N as6X8 1112X4 s4X4 06X6 112X4 k4X4 A B C 0 E C,1 T J io W2 W11 1 1 B2 S 113X6 m6X12 m2X4 W2X4 =8X12 r-8X12 5X10 83X6T 19'0" 15 j 3.0" 11 - j 77.7 337" "12 Ili 1'4. 12 '9122 10 7'S10 '2.4 7" 8"12 97 1"4 1i 189" 22S 13_6 29'9" Loading Criteria ( psi) Wind Criteria TCLL: 2000 Wind Std: ASCE 7-10 TCDL: 17. 00 Speed: 150 mph BCLL: 0. 00 Enclosure: Part. Eric. BCDL. 10. 00 Risk Category: 11 EXP: C Des Ld: 47.00 Mean Height: 15.00 ft NCBCLL: 10. 00 TCDL: 4.2 psf Soffit. 0. 00 BCDL: 5.0 psf Load Duration: 1 00 MWFRS Parallel Dist: 0 to h/2 Spacing: 24. 0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0. 55 Wind Duration: 1.60 Snow Criteria ( Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection In loc L/defl L/# Loc R / U / Rw / Rh / RL / W Pf, NA Ce: NA VERT(LL)' -0.246 P 916 360 R 2800 / 2043 / 628 / - / 209 / 7.3 Lu NA Cs NA VERT(TL) 0.619 P 551 240 M 4800 / 3372 / 1051 / • / - / 11.3 Snow Duration NA HORZ(LL) -0 047 A - S 382 / 214 / 433 / - / - / 11.3 HOR2(TL): 0.078 A T 221 / 210 / 314 / - / - / 5.8 Code / Misc Criteria Creep Factor. 2.0 Wind reactions based on MWFRS Bldg Code: FBC 61h.ed 201 Max TC CSI: 0.916 R Min Brg Width Req = 1.5 TPI Std: 2014 Max BC CSI: 0.596 M Min Big Width Req = 3.3 Rep Factors Used Yes Max Web CSI 0.685 S Min Brg Width Req = 1.5 T Min Brg Width Req = 1.5 FT/RT: 20(0)/l0(0) Bearings R. M. S. & T are a rigid surface. Plate Type( s): WAVE VIEW Ver: 17 02 01A.1115.21 Bearings R. M, S. & T require a seat plate. Lumber Members not listed have forces less than 3759 Maximum Top Chord Forces Per Ply (Ibs) Value Set: 138 (Effective 6/1/2Chords Tens Comp Chords Tens. Comp. Top chord 2x4 SP #1 :T3, T4 2xX44 S SP #2 N: Bot chord 2x4 SP 2400f-2.OE :82 2x4 SP #2 N: A - 8 2208 - 3039 O - E 1909 - 2632 Webs 2x4 SP # 3 : W2, W9 2x4 SP 2400f-2.OE. B - C 2208 - 3039 E - G 1915 - 2641 W11 2x4 SP # 2 N: C - D 3107 -4283 H -1 389 -279 Lumber value set " 138" uses design values approved 1/30/ 2013 by ALSC Maximum Bot Chord Forces Per Ply (Ibs) Nailnote Chords Tens. Comp Chords Tens. Comp Nail Schedule:0. 128"x3" nails O - P 4287 - 3114 N - M 1603 -2212 Top Chord: 1 Row @ 7.00" o.c. P - 0 4283 - 3107 M - L 1651 •2276 Bot Chord' 1 Row @12.00" o.c. O - N 4273 - 3103 Webs : 1 Row ® 4" o c Use equal spacing between rows and stagger nails in each row to avoid splitting Maximum Web Forces Per Ply (Ibs) AMptttluulurNrrr/r/.,,,, Webs Tens Comp. Webs Tens. Comp. Special LoadsA JI i'•A - R - 13N - G 5015 - 3638 Lumber Our.Fac.=1. 00 / Plate Dur Fac.=1.00) A-O 3234 -2350 G-M 1642 - 2293 TC: From 282 If at 0.00 to 318 If at 3.00 ••• t`' . ^ '., TC: from 318 plf at 3.00 to 318 plf at 15.67 0. ;' G S` •.` s B - 0 550 - 681 G - L 2016 -1462 344 TC: From 318 plf at 15.67 to 282 plf at 18.67 ; : = O - C 958 -1336 G - H S10 - 715 TC: From 78 plf at 18.67 to 78 plf at 30.94 : D - N 1263 •1736 L - H 510 715 BC: From 20 pif at 0.00 to 20 plf at 29.75 = : 0.7108 1 _ E - N 608 -754 TC: 425 Ib Conc. Load at 18.50 Wind S T O Wind loads based on MWFRS with additional C&C at member design. %y y ••• A- •• w Additional Notes •--• ccam` •....:••G'•• G Negative reaction(s) of • 210# MAX from a non -wind C0 4it ri Q A ` load case requires upliftconnectionSeeMaximum,Nroain8e1W1* Reactions. 0327/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS ORAWINGI IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS ruses require extreme care in fabricating h ndling ship In in, talling and brawn Refer to and follow the latest edition of PCSI ((Buildin omponengt Safety Information, by TPI and'S CA) f$i safe raaices prior to perfo mtng these functions. Installers shall Drovlde terhpora bracin Der BCSI. Unless noted olherwlse,top chord shall h ve proDeI attache structural sheathing and bolt2m Chord;Hall avfl a pro e attach d rl idceilinorationsshownforermanentlateralrestraintbfwbsshallhavbranns[Blled per ec51 aeons 3, B7 or 1 , as app ical e. A iy Cates to each face a ttruss and position as shown move and on t e oinruetalls, unless notedotherwlse. Refer to ALPINE drawings 16OA-2 Irsnandplatepositions. Alopin , a division of ITW B itdd'na om orientsg GrG pInc.shall not be refloponslble for an deviation from this d rra wingg ann failure to build the inlssin cpnfQrmance with %NStI/T I 1 or for handlNri shipping, tnst Ilattdn and braclng of trussEsA Seal on Chi dr$wir g or over pa 2400 Lake Orange Or listing this prawing indicates acceptance of go) less en Ineering responsibility solely for the desi n shoM7n. he suitability Suite 150 and 09 - or thisEdrawingforanystructureisaresponsibilityoftheBuildingOesigerpeANSI/TP 1 S$c.2. For,mare information see thisjob's general notes page and these web sites: ALPINE: www.al inedw corn: TPI. www. insl or , SBCA: www sbeindusiry corn. ICC• www.i=afo.org Orlando FL, 32837 Job Number: N330051 Ply. 1 SEON: 54702 / T12 / SPEC Cust. RR8975 JRef: 1W9M89750141 TEENBLOR Oty: t JFROM'ALS DrwNo: 086.18.1216 13965 Truss Label: 82G 1KM / OF 03/27/2018 5'6`72 14'0"13 19'6'6 Al2 5'6"t2 5't`4 3'4-13 5'S'10 INC)I5"14.9"12 9104 D21' i 69` 12 i 3. 8"5 8'Tt t a' 4'9 t2 t 2` s' s- t0,8_ 14'a's 21' 25' 29'9-12 Loading Criteria (psi) Wind Criteria TCLL. 20.00 Wind Sid: ASCE 7-10 TCDL: 17.00 Speed: 150 mph BCLL: 0.00 Enclosure: Part. Eric BCDL: 10.00 Risk Category: II EXP. C D7 00 DesLd: a Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psi Soffit: 000 BCDL: 5.0 psi Load Duration' 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing 24.0 " C&C Dist a 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.55 Wind Duration: 1.60 Lumber Value Set: 138 (Effective 611/2013) Top chord 2x4 SP #2 N :T3 2x4 SP 2400f-2.OE: Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "13B" 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 22.94 TC: From 39 plf at 22.94 to 39 plf at 25.00 TC: From 78 plf at 25.00 to 78 plf at 31.00 BC: From 20 pit at 0.00 to 20 plf at 22.94 SC: From 10 pit at 22 94 to 10 plf at 24.97 SC: From 20 plf at 24.97 to 20 plf at 29.81 TC: 170 lb Conc. Load at 21.40,22.94 TC' 422 lb Conc Load at 24.97 SC: 96 lb Conc. Load at 21.40.22.94 BC: 171 lb Conc. Load at 24.97 Wind Wind loads and reactions based on MWFRS 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 Std: 2014 Rep Factors Used Yes FT/ RT:20(0)110(0) Plate Type(s): WAVE Defl/ CSI Criteria PP Deflection in Ioc Udell L/# VERT( LL): 0.038 0 999 360 VERT( TL): 0.149 0 999 240 HORZ( LL): -0.012 M . HORZ( fL): 0 028 M Creep Factor: 2.0 Max TC CSI: 0.647 Max BC CSI: 0.619 Max Web CSI: 0 879 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 935 /469 /- /- /- /8.0 L 2781 /1411 /- /- /- 18.0 P 559 /240 /- l- I- /5.8 Wind reactions based on MWFRS 8 Min Brg Width Reg = 1 5 L Min Brg Width Reg = 3.9 P Min Brg Width Req = 1.5 Bearings B. L, 8 P are a rigid surface. Bearings B, L. 8 P require a seat plate. Members not listed have forces less than 3759 VIEW Ver: 17.02.02A.1213.21 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - C 657 -1336 E - F 245 - 549 C- D 415 -819 F-G 991 -491 D - E 383 - 774 G - H 259 - 412 lead i • •' 0. 7108 1 ot S T O :Q mow; cow 03/ 27/2018 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - O 1107 - 526 N - M 597 - 275 O - N 1105 - 528 M - L 184 - 434 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. Webs Tens. Comp. C - N 253 - 528 F - L 868 -1570 E - M 392 -649 L - G 771 -1504 M - F 1277 - 536 H - J 265 -520 WARNING' READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS tuire extreme care in fapricating, he ndling, ship in , in tallin and brawn Refer to and follow the latest edition of BCSI ((Buildin Safety Information, by TPI ana 3B for sate raCt%s prior to performing these functions. Installers shall provide terFtpora 9 BGSI Unless noted olherwige,top chord shall h ve pro r( attached structural sheathing and bon2rR hord mall hav a properr ceiling locations shown for permanent latgral restr tnt 6f w bs shall have braunq ns IIed pfr eG l sections $3, 7 or 810. e. AppTy plates to each face. orUuss and position as shown a ove and on the JoincDetails, un ess not otherwise Refer to 60A- Z for standard plate positions. of failure to build the or over pa n. he suits ility ALPINEINE TPi 1, or for n acceptance any structure awo w..n 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330051 Ply: 1 SEON. 76609 / T25 / COMNI Cust: R R8975 JRef, 1 W9M89750141 TEENBLDR Oty: 2 FROM. ALS DrwNo• 086 18 1216.11797IITrussLabel: Ct KM / OF 03/27/2018 Loading Criteria (psi) TCLL: 20.00 TCDL: 17.00 SCLL. 0.00 BCDL: 10.00 Des Ld. 47.00 NC8CLL: 10.00 Soffit: 000 Load Duration: 1.25 Spaang: 24.0 " 33`4 6'6"4 t0'8" 14'9"12 1B'0"12 234" F 4 3'3"4'1`12 3'3" 3'`473` v 4X4F 4E4(..) %4X4(**) 12 0 H 6 r,;- 83 C 1 0 8 J K tr4' M 82 L O as 4X6r821 a 5X10 a SX 10 4XS1821 Wind Criteria Wind Std: ASCE 7-10 Speed' ISO mph Enclosure: Closed Risk Category II EXP: C Mean Height: 15.00 ft 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: NA GCpi: 0.1 e Wind Duration: 160 Lumber Value Set: 138 (Effective 6/1/2013) Top chord 2x4 SP 2400f-2.OE Bat chord 2x4 SP #1 :82 2x6 SP SS: 83 2x4 SP #2 N: Webs 2x4 SP #3 Lt Wedge 2x4 SP #3.:Rt Wedge 2x4 SP #3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC 21'4" 4' 4' 6 ` 10'8" 14'8" PC 1 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: 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: Yes FT/RT.20(0)/10(0) Plate Type(s): WAVE DeflICSI Criteria PP Deflection in loc L/defl L/# VERT(LL) 0.252 L 999 360 VERT(TL): 0.828 L 470 240 HORZ(LL): 0.113 D - - HORZ(rL): 0.242 D Creep Factor: 2.0 Max TC CSI 0.797 Max BC CSI: 0.807 Max Web CSI: 0.246 VIEW Ver' 17.02.02A 1213.21 Special Loads Lumber Our.Fac =1.25 / Plate Our.Fac.=1.25) TC' From 78 plf at -1.00 to 78 pIf at 22.33 BC: From 20 plf at 0.00 to 20 plf at 6.67 BC: From 60 plf at 6.67 to 60 plf at 7.58 BC: From 100 plf at 7 58 to 100 pif at 13.83 prinmow++uq,+ BC: From 60 plf at 13.83 to 60 plf at 14.67 w L,+ "N BC: From 20 plf at 14.67 to 20 plf at 21.33, ` 1`•`•. ji Plating Notes Y.• `('rE Ste•' /,, All plates are 2X4 except as noted. 3 ; • 7 2 plate(s) require special positioning. Refer to r : 0 708 1scaledplateplotdetailsforspecialpositioning = requirements. = Wind SAT 0WindloadsbasedonMWFRSwithadditionalC&C A : Q member design. r. 9 '' Additional Notes DA%A •`.•• ;•••'• WARNING' 20 psi additional bottom chord Irve load ul check has been modified COA W&N AL t` rMO+ryM1/p 03/27/2018 Maximum Reactions (Ibs) Lot R I /Rw /Rh /RL /W B 1475 / 535 / 773 / - 1214 18 0 0 1476 1535 / 773 / - / - / 8 0 Wind reactions based on MWFRS B Min Big Width Req = 1.7 0 Min Big Width Req = 1.7 Bearings B & J are a rigid surface. Bearings 8 & J require a seat plate. Members not listed have forces less than 3759 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens. Comp. B - C 958 - 2451 G - H 701 -1747 C - D 828 - 2081 H - I 828 -2082 D - E 701 -1748 I - J 958 - 2453 Maximum Bat Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens Comp. 8-M 2100 -811 L-J 2102 -811 M - L 1769 -705 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. Webs Tens. Comp. C - M 164 -469 N - G 720 -1882 D - M 646 -182 L - H 646 -182 E - N 720 -1882 L -1 172 - 471 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabriaatin9 h ndlin9 shiapppin , installing and bracing Refer to and follow the latest edlti?n of SCSI (BuildingSafetyInformation, btr TPI and S CA) & safe ractices prior to perfo ming these functions. Installers shall provide tempora8CSI. Unless noted a herwise,top chord shall h ve proDerN attached structural shealhin and bo t2r chord ghall hav a prooen tlr id ceilin ocations shown for Dermanent lateral restraint bf webs shall have breang ins alled pfr SCSI sections $3, %7 or 810 6 Apg y plates to each face, of truss and position as shown above and on the Joint Details, un ess noted otherwise. Refer to60A-Z for standard plate positions. a division of n PI 1; or for n acceptance any structure failure to build the or cover pa e n. The sui bility ALPINE urtwm o.m 2400 Lake Orange Or. Suite ISO Orlando FL, 32837 Job Number. N330051 I Ply. 1 jFROM:ALS SEON: 76610 / T22 / COMN1KM Cust. RR8975 JRef. 1W9M89750141 TEENBLDR Oly: 2 DrwNo: 086 18 1216.13247 Truss Label: C2 / DF 03/27/20t8 itt Loading Criteria (psi) 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 " 3'3'4 564 108" 14'9'12 18012 21'4' 3.3"4 3'3' 4'1'12 4't'12 3'3- 3'3"4 e 4X4F 12 6 p s14X4(") m4x6re21 05X10 B2 111115X10 21'4' f' 1, BlY 4' 4' Ga" 68 10'6" 14'8" 21.4' 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: 0 to h/2 C&C Dist a: 3.00 it Loc. from endwall: not in 4 50 ft GCpi: 0. IS Wind Duration: 1.60 Lumber Value Set: 138 (Effective 6/1/2013) Top chord 2x4 SP 2400f-2.OE Rot chord 2x4 SP #1 :82 2x6 SP SS: 83 2x4 SP #2 N' Webs 2x4 SP #3 Lt Wedge 2x4 SP 93::Rt Wedge 2x4 SP #3: Lumber value set "13B" 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 21.33 SC: From 20 plf at 0.00 to 20 plf at 6.67 SC: From 60 plf at 6.67 to 60 plf at 7.58 SC: From 100 plf at 7 58 to 100 plf at 13.83 BC: From 60 plf at 13.83 to 60 plf at 14.67 BC From 20 plf at 14.67 to 20 plf at 21.33 Plating Notes All plates are 2X4 except as noted. 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes WARNING: 20 psf additional bottom chord live load check has been modified Snow Criteria (Pg,Pf in PSF) Pg' NA Ct: NA CAT' N/ PP 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: Yes FT/RT:20(0)/10(0) Plate Type(s) WAVE Deft/CSI Criteria PP Deflection in loc Udefl L/# VERT(LL) 0.254 K 999 360 VERT(TL). 0.840 K 464 240 HORZ(LL). 0.114 D - HORX(TL) 0.241 D Creep Factor' 2 0 Max TC CSI: 0.795 Max BC CSI 0.783 Max Web CSI: 0.224 VIEW Ver. 17.02.02A.1213 21 i o. 7,08 1 0 • COA ONAI. 4.•• 101 03/27/2018 A Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1410 / 536 / 774 / - / 201 / 8.0 N 1329 / 496 / 690 / - / - / 8.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.7 N Min Brg Width Req = 1.6 Bearings B & J are a rigid surface. Bearings 8 & J 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 960 - 2381 G - H 704 -1733 C - D 831 - 2074 H - I 832 - 2077 D - E 704 -1735 I - J 969 - 2400 Maximum Bat Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens Comp. B - L 2039 - 813 K - J 2062 -823 L - K 1775 - 708 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - L 166 - 468 M - G 724 -1889 D - L 577 -183 K - H 589 -187 E - M 724 -1889 K -1 206 - 497 WARNING' READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating hh ndlin99 shlopm installing and bracing Refer to and fellow the latest edition of BCSI (BuildingfSafetyInformation, b TPI ana'SBCA) far safety radices prior to pertormmg these functions. Installers shall provide terhporarY r SCSI. Unless noted a erwisfe,top chord shall have prooerN attached structural sheathing and bott%f chord;hall hav a progeny pid ceiling. Locations s own for permanent lateral restraint bf webs shall have braan9 installed per BCSI sections 63, 7 or 10 fie@. ApPTy Dlates to each face, of truss and position as shown above and on the Jotnfoetalls, unless noted otherwise. Refer to' 60A-t for standard plate positions. a division of information see shall not be re8 onsible for any deviation from this drraawing a failure to build the ppmg, instBMattbn andd bracing gt,trussesA seal on thi¢ draw aa or over pagge@opalenginggringregponsibilitysolelypeal0gsjgnshovTn. 4fhe sui[ability www tpmst Oro: SBCA WWW ALPINENE M ITWCGYMJI' 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number. N330051 Ply, 1 SEON. 76611 / T10 / COMNIKM Cust: RR8975 JRef: IW9M89750141 TEENBLOR Oty: 1 FROM: RAA OrwNo: 086.18.1216.11781 Truss Label: C3 / DF 03/27/2018 5'2"11 9' 12'4' 16'1"5 21'4" 5711 3'9"5 3W 3'9"5 5'2"11 e4X4 004 0 E 2IV T4" 2'8" 9'4" 1 9'4" 12' 21'4" 1 Loading Criteria (psf) TCLL: 20.00 TCDL: 17.00 BCLL: 0.00 BCOL: 10.00 Des Ld 47.00 NCBCLL- 1000 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: 15.00 ft TCDL: 4.2 psf BCDL. 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft 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 02 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 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. Snow Criteria (pg,Pf in PSF) Pg. NA Ct: NA CAT: N/ 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: Yes FT/RT:20(0)/l0(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl Up VERT(LL): 0 056 1 999 360 VERT(TL): 0.2901 999 240 HORZ(LL): 0 026 1 - - HORZ(TL): 0 062 1 Creep Factor: 2.0 Max TC CSI. 0.492 Max BC CSI: 0.849 Max Web CSI: 0 196 VIEW Ver: 17.02.02A.1213.21 H y4P• GE F o's• SAT 0 : COA " ONAL eMn"IVA 03/27/2018 Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 1123 / 324 / 772 / - / 186 / 8.0 K 1123 / 324 / 772 / - /- / 8.0 Wind reactions based on MWFRS 8 Min Brg Width Req = 1.6 K Min Brg Width Req = 1.6 Bearings 8 & G are a rigid surface Bearings 8 & G 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 642 -1681 E - F 563 -1338 C - D 563 -1337 F - G 641 -1682 D - E 543 -1153 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. 8 - J 1414 -464 I - G 1415 - 489 J - 1 1153 -314 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. I - F 218 -378 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fa ricatin9 h ndlin9 shiDpppin , ingtalling and brawn Refer to and follow the latest edition of SCSI (BuildingSafetyInformation, by TPI and S CA) fai safe racbces prior to performing these functions. Installers shall provideetemporaryBGSI., Unless noted olherwise,top chord shall h ve propel attached structural shgathing and botl chsr ct$ons Q3v87 oroger! idCe ilina. Locations shown for permanent lateral restraint f webs shall have br8cin in trilled per BCSI e10e. Ap 7y ptatEs to each face of truss and position as shown above and on the Joint9Details, unless notes otherwise. Refer to 60A-t fgr an plate positions. of 1 PI 1. or for 11 acceptance any sructure his dr8wi an failure to build the on this a r wir g or cover psge , Le desyn shovTn. The suitability A IPLNE iwmvnrw«r 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number. N330051 Ply: 1 SEON• 54696 / T67 / HIPS I Cust: R R8975 JRef: 1 W9M89750141 TEENBLOR Oly. 1 FROM: ALS OrwNo 086.18.1216.15917 Truss Label: C4G KD / BAF 03/27/2018 7' 10'8" 14'4" 21'4" 7• 3 6.. 3.8. 7' f' 1' 7'3„ 8 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL 17.00 Speed. 150 mph SCLL: 0.00 Enclosure Closed BCDL: 10.00 Risk Category: 11 EXP: C Des Ld: 47.00 Mean Height: 15.00 It NCBCLL, 0.00 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 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Value Set: 138 (Effective 6/1/2013) Top chord 2x4 SP 92 N Bot chord 2x6 SP 92 N Webs 2x4 SP 03 Lumber value set "138" 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. G 5X5 C 11604 i115X5 D E 4x4 =nxn 21'4" 6'8"8 14' Snow Criteria (Pg,P1 in PSF) Pg NA Ct. NA CAT. Ni 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: No FT/RT:20(0)/10(0) Plate Type(s)- WAVE WARNING" READ AND FOLLOW ALL IMPORTANT" FURNISH THIS DRAWING TO ALL C any 7'4" 21'4" 1' Defl/CSI Criteria Maximum Reactions (Ibs) PP Deflection in loc L/de8 L/# Loc R / U / Rw / Rh / RL VERT(LL): 0.105 D 999 360 B 2134 / 617 /- VERT(TL): 0.407 D 986 240 J 2134 / 617 / HORZ(LL): 0.032 H - Wind reactions based on MWFRS HORZ(TL): 0.078 H B Min Brg Width Req = 3.0 Creep Factor: 2.0 J Min Brg Width Req = 3.0 Max TC CSI. 0 981 Bearings 8 8 F are a rigid surface Max BC CSI: 0.969 Bearings 8 8 F require a seat plate. Max Web CSI 0 404 18.0 18.0 Members not listed have forces less than 375# Maximum Top Chord Forces Per Py (Ibs) Chords Tens Comp Chords Tens. Comp. VIEW Ver: 17.02.01A.1115.21 B - C 1052 - 3712 D - E 903 - 3291 C - D 902 - 3292 E - F 1053 - 3711 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens. Comp. B - I 3207 - 888 H - F 3206 - 889 1- H 3564 -1033 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp Webs Tens Comp. C -1 1061 -174 D - H 192 -403 I - D 194 -402 H - E 1061 - 175 03/27/2018 THIS DRAWINGI RS INCLUDING THE INSTALLERS cln Refer to and fgllow the lalestedition of SCSI ((Building rfmingthesefunctions. Installers shall provide I IT, ra structural sheathing and bott%r gh grdt$ons have a pro e alhavebraanQnsllalledpereCec $3, B7 or 1 , ind on the Joinf etails. unless noted otherwise. Refer to failure to build the or over pa n, he sui ility ALPINE wco.+ rwr 2400 Lake Orange Dr. Suite 150 Orlando FL.32837 Job Number. N330051 Ply: 1 I SEON, 54545 / T18 / SPEC `Gust. RR8975 JRef: t W9M89750141 TEENBLOR Oty: 1 I FROM: ALS I OrwNo: 086.18.1216.14917 Truss Label: 01 KM / OfI 0327/2018 Loading Criteria (pst) TCLL: 20.00 TCOL: 17.00 BCLL: 0.00 BCOL: 10.00 Des Ld: 47.00 NCBCLL. 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing- 24 0 " 5't"1t 9 3"8 13'S-7t 5 18T8 5't-4'2 7 4'2"5'1"9 e 4X4E 78,7"8 1 0"8 93"8 94' 9'3'8 W7"8 Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category- II EXP. C Mean Height: 23.15 fl TCDL. 4.2 psf BCOL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 fl GCpi: 0.1 a Wind Duration: 1.60 Lumber Value Set: 1313(Effective 611/2013) Top chord 2x4 SP 92 N Bot chord 2x6 SP #2 N Webs 2x4 SP #3 Lt Slider 2x6 SP #2 N: BLOCK LENGTH = 2 000' Rt Slider 2x6 SP #2 N: BLOCK LENGTH = 2.000' 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) Pg: NA Ct: NA CAT: N/ 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 loc Udell U# VERT(LL): 0.027 1 999 360 VERT(fL)- 0104 1 999 240 HORZ(LL) 0.012 G - - HORZ(TL) 0.021 1 - Creep Factor: 2.0 Max TC CSI: 0.351 Max BC CSI' 0.504 Max Web CSI. 0.211 VIEW Ver: 17.02.OIA.1115.21 0.7U8 1 t COA Wip N ALEt.,• 03/27/2018 T 20'0" 12 3) Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W J 996 / 281 / 671 1- 1179 / 3.5 K 910 /250 /584 /- /- /- Wind reactions based on MWFRS J Min Brg Width Req = 1.5 K Min Brg Width Req = - Bearing J is a rigid surface. Members not listed have forces less than 3759 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - C 592 -1364 E - F 498 -1027 C - D 556 -1282 F - G 581 -1293 D - E 483 -1026 G - H 598 -1393 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B -1 1095 -428 I- H 1109 -429 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. E -1 554 -250 IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS qquire extreme care in fabricating handling. shippin , installing and bradnsl Refer to and fellow, the latest edition of BCSI (Building1fSdafetyInformation, by TPI and'SBCA) I r safreety ractices prior to performing these unctions. Installers shall provide temporary r BGSt. Unless noted olherwise,top chord shall have properly attached structural shgathing and boft%r Chord $hall ave a progeny aid ce*Iln orations shown for permanent lateral restraint 6f webs shall hav@ braanq installed pfr SCSI sechons 3, 87 or 1fle. loot plates to each face or truss and position as shown above and on the JamCDetails. un ess noted otherwise. Refer (o Of G ©u Inc., shall not be responsible for any deviation from this drpr! ap r failure to buildthe 1 1, or for an li a shippin?, instpllation and bracing of trussesA Seal on thi dr wi g or 4fhe suitability acceptance0fproessonaenpeeringrepoisibilitysoleNforthedesnshon. anystructureistheresponsibilityoftheeuilditgDesigrferper'ANSI/TPI 1 c.2. ALPINE NEm ffwcYMJf1 2400 Lake Orange Or Suite 150 Orlando FL, 32837 Job Number. N330051 TEENBLDR Truss Label: D2 Loading Criteria (psf) TCLL: 20.00 TCDL. 17.00 BCLL: 000 BCDL: 10.00 Des Ld: 47.00 NCBCLL: 10.00 Soffit' 0.00 Load Duration: 1.25 Spacing: 24.0 " Py. 1 I SEON• 54543 / T45 / HIPS I Cus1. R R8975 JReh 1 W9M89750141 Oly: 1 FROM. ALS DrwNo• 086.18.1216.15010 KM / OF - _0312712018 5'1'1 8'11'8 13'S"15 18'7-i 5'1"1 3'7/Y7 4'6"7 5'19 l 7i Wind Criteria Wind Std. ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: 11 EXP: C Mean Height: 23.06 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist' 0 to h/2 C&C Dist a: 3.00 ft Lac from endwall: not in 9 00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 138 (Effective 611/2013) Top chord 2x4 SP #2 N Sot chord 2x6 SP #2 N Webs 2x4 SP #3 Ll Slider 2x6 SP #2 N: BLOCK LENGTH = 2.000, Rl Slider 2x6 SP #2 N BLOCK LENGTH = 2.000' 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. 18'7"8 18'7"8 Snow Criteria (Pg,Pf in PSF) Pg: NA Cl: 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)/l0(0) Plate Type(s): WAVE Oefl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): -0.036 G 999 360 VERT(TL): 0.104 1 999 240 HORZ(LL)' -0.017 C - HORt(fL)' 0.021 1 - - Creep Factor: 2.0 Max TC CSI: 0.351 Max BC CSI: 0.504 Max Web CSI' 0.211 VIEW Ver 17.02.01A.1115 21 M H. •• CE Sic •.l o. 08 1 SAT O D'••• t t' COA VONA. 03/27/2018 3) Maximum Reactions (Ibs) Lac R /U /Rw /Rh /RL /W J 996 / 425 / 663 1- / 174 / 3.5 K 910 /378 /576 /- /- /- Wind reactions based on MWFRS J Min Brg Width Req = 1.5 K Min Big Width Req = - Bearing J is a rigid surface Members not listed have forces less than 3759 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens Comp B - C 608 -1364 E - F 478 -1028 C - D 570 -1282 F - G 573 -1293 D - E 477 -1026 G - H 582 -1393 Maximum Bat Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B -I 1095 -430 I- H 1109 -436 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. E - 1 553 - 275 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 ha ndlin99 shin in installing and bracinn. Refer to and follow the latest edition of BCSI (BuildingComponentSfetyInformation, by TPI and S88A) to) safag Rractices prior to performing these functions. Installers shall provide temporary bracin Ger B SI. Unless noted olherwise,top chord shall have peel attached structural sheathin and bott%n chord $hall hav a pro eattacharmidceillnaqLocationsshownforpermanentlatgralrestraintbfwbsshallhavebr8an91%11ed per SCSI sections Q3, 7 or 1 as app tcafne Ap 7jr 0tales to ach face, of truss and position as shown a ve and on the Joint Details, unless noted otherwise. Refer to drawings 16oA-Z fgr standard plate positions. ALPINE Alpine.a division of ITW 8 it 'n om ventss GrOuoo Int shall not be re ponsible for an deviation from this rawin an failure to build the trus iconformance with Sll I 1. or for handliriq shipping, InstBllat on and bradng anyseat on this dr wixgg or over pdge 2400 Lake Orange Dr. stingthisdrawingindicatesacceptanceofproTessronarenIneerin9reponsibIsolelyforthedesinsholnTn. 4fhe suitability Suite 150 andfiseofthisdrawingforanystructureismeresponsiblitoftheeuildngOesigrferpe/ANSI/TPI 1 S c.2. for more information see this'ob'a general notes peas and these web sites ALPINE wwa el ineirw com: TPI www.tpinstorQ.S8CA. www sbandus .com: ICC: wwwJ=afe. Orlando FL, 32837 Job Number: N330051 TEENBLDR Truss Label: D3 11 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" Ply. 1 I SEQN. 54547 / T47 / HIPS I Cust: R R8975 JRef• 1 W9M89750141 Qty: 1 FROM: ALS D1wNo• 086 18 1216 15915 KM / OF 03127/2018 6' 11 "8 11?% 187"8 6' 11 "8 4,8„ 7, 4X8 1a4X6 D E 18'78 F 10"8 r 1 "4 4'2" 12 7'3"8 rV4 11'4" 187"8 Wind Criteria Wind Std: ASCE 7-10 Speed: ISO mph Enclosure: Closed Risk Category: II EXP: C Mean Height 22 56 ft TCDL: 4.2 psf SCOL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft 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 92 N Sot chord 2x6 SP #2 N Webs 2x4 SP #3 Lt Slider 2x6 SP #2 N: BLOCK LENGTH = 2.000' Rt Slider 2x6 SP #2 N: BLOCK LENGTH = 2 000' 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. FURNISH THIS Snow Criteria (Pg,PI in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Pf. NA Ce NA VERT(LL): -0.112 F 999 360 Lu NA Cs: NA VERT(TL): 0 273 F 999 240 Snow Duration: NA HOR2(LL): -0.067 C - HOR2(TL): 0.085 C Code / Misc Criteria Creep Factor. 2.0 Bldg Code: FBC 6th.ed 201 Max TC CSI, 0 679 TPI Std. 2014 Max BC CSI: 0.367 Rep Factors Used: Yes Max Web CSI: 0.215 FT/RT:20(0)/10(0) Plate Type(s): WAVE VIEW Ver: 17.02.OIA.1115.21 03/27/2018 T 20'0" 12 3) I Maximum Reactions (Ibs) " Loc R /U /Rw /Rh IRL /W J 996 / 429 / 673 / • 1140 / 3.5 K 910 /383 /586 /- /- Wind reactions based on MWFRS J Min Brg Width Req = 1.5 K Min Brg Width Req = - Bearing J 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 B-C 673 -1417 E-F 578 -1238 C - D 571 -1230 F - G 780 -1530 D - E 588 -1039 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens. Comp. B - 1 1025 - 411 H - G 1034 - 407 I- H 1028 -412 V ALL NOTES ON THIS DRAWINGI ALL CONTRACTORS INCLUDING THE INSTALLERS installing and braanp Refer to and fellow, the latest edition of BCSI (Building iracbces pnor to performing these (unctions. Installe shall provide to porarriy e propeM attached structural sheattlingg and bottQni1ord nall have 8 properl estraint 8f webs shall have braaanaq nslalled per BC I sections Q3, 87 or et as shown above and on the JointDetails, unless noted otherwise. Refer to 11 not be responsible for any deviation from this dr8wina,a failure to build the Ip, installation and braanp 0f trussesA seal on this druwi V or cover page1, gng negring Mgponsiti.lity_so ell -for )he Qes1, gn shov Tn. The suitability ALPINENE wnwc 2400 Lake Orange Dr. Suite ISO Orlando FL, 32837 Job Number. N330051 Ply: 1 SEON. 54550 / T42 / HIPS Cust. R R8975 JRet: 1 WQM89750141 TEENBLDR Oty. 1 IFROM.ALS OrwNo: 086 18.1216 15557 Truss Label: 04 IKM / OF 03/27/2018 4'11"8 9'3"8 137'8 187' 4'11„8 4,4" 4'4" 4'11"8 4X4 -4X4 a4X4 D E F 12 . 6 4X4 4X4 C G io B H 1 A1• 20'0"12 K J I L 1113X12(E3) -4X4 -8X8 1113X12(E3) 4X4(E3) =4X4(E3) 187' 1 0"81 51" 8.1.. 5'3" 5'3" 13.4„ 187' Loading Criteria (psq Wind Criteria Snow Criteria (Pg,Pt 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 L/de8 L/# Loc R / U / Rw / Rh / RL / W TCDL: 17.00 Speed: 150 mph Pf: NA Ce' NA VERT(LL) -0 039 G 999 360 K 994 / 420 / 664 / • / 106 / 3.5 BCLL: 0.00 Enclosure: Closed Lu NA Cs: NA VERT(TL). 0 125 E 999 240 L 908 / 376 1576 / • / • / 3.5 BCOL: 10.00 Risk Category' 11 Snow Duration: NA HORZ(LL): -0.022 C Wind reactions based on MWFRS Des Ld: 47.00 EXP' C HORZ(TL): 0.026 C K Min Brg Width Req = 1.5 Mean Height: 22.06 ft Code / Misc Criteria CreepFactor: 2.0 L Min Brg Width Req = 1.5NCBCLL: 0. 00 TCDL: 4.2 psi Bearings K & L are a rigid surface. Soffit: 0.00 BCDL: 5.0 psi Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.269 g 9 Load Duration. 125 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0 387 Members not listed have forces less than 3759 Spacing: 24.0 " C&C Dist a: 3.00 It Rep Factors Used. Yes Max Web CSI: 0 156 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 4.50 rt FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. GCp1 0 18 Plate Type(s) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.01A.1115.21 B - C 663 -1359 E - F 600 -1131 Lumber C . D 600 -1292 F - G 611 -1298 D - E 601 -1122 G - H 625 -1386 Value Set' 138 (Effective 6/112013) Top chord 2x4 SP #2 N Maximum Sot Chord Forces Per Ply (Ibs) Bot chord 2x6 SP #2 N Chords Tens Comp. Chords Tens Comp. Webs 2x4 SP #3 Lt Slider 2x6 SP #2 N: BLOCK LENGTH = 2.000' B - J 1099 -457 I - H 1108 •455 Rt Slider 2x6 SP #2 N: BLOCK LENGTH = 2.000' J - 1 1354 -572 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. ltittustnrurrrur r Oleo J i t 1;e i 0. Z08 1 s ,o SAT O 9 .a IFS • ..... • ENG, COA'>se, >ONA1, a• rMreM aWt* o3mno i a WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS russes require extreme rare in fa ratio hh ndlin9 shippin installing and bracin Refer to and follow the latest edition of BCSI (Building omponengt Safely Information, by"I an S CA) f8i safety ractices prior to perto ming these functions Installers shall provide terhpora% bracin99 peer BCSI. Unless noted o ervo e,top chord shall have pro . rN attached structural sheathing and bottQrR Chord $hall havfl 8 properly attach rigid ceiling. 4ocations shown or permanent tat@rat rest int f webs shall hav braanganslalled pgr eG51 sections $3, 87 or 810, as a .pica a Aqpgp y o aces to each face, of truss and position as shown above and on tf,e Jolnfr etalls, un ess noted otherwise. Refer to ALPINEdrawings160A-Z'for standard plate positions. AI in a division of ITW Bull 1ncq om on nts Group In shall not be responsiple for an deviation from this drawing anY failure to build the mawctnissincootrmancewithAf51/T I 1 por for handling shippmp, Inst#Ilatlgn and braang yof,trussEsA seal on this drBwiltg or cover page 2400 Lake Orange Dr. n listing this rawina indicates acceD ance f pproTessionar een ineenna responsibility solely for the desi n sho n. The suitability Suite t50andfiseothisdrawingforanysPructureQs [he responsibility of the Building Desigrter perANSI/TPI 1 S c.2. Far more inlarmauon sad tma o0'a nerel noted a ar,E these weD sites ALPINE www al ineitw cam. TPI www. nst w , SBCA: www.setlnaus .tom; ICC: www ¢csefe-Ora Orlando FL, 32837 Job Number N330051 I Ply: 1 I SEON. 54552 / T39 / HIPS KM Cust: R R8975 JRef: 1 W9M89750141 TEENBLOR Oty. 1 FROM: ALS OrwNo• 086 18.1216 15556 Truss Label: OSG / OF 03/27/2018 SO V I i'0-. 11 2' 11 "8 9'3"8 157 8 187" 211 r8 6.4" 6.4" 2' 118 12 = 08 1112X4 =08 0 E F 187' 110" 8 3'1"4 6'2"4 6'2"4 3'1"4 1'0"8 3' 1"4 9'3"8 15'5"12 187 aSN Loading Criteria (psf) Wind Criteria Snow Criteria (Pg.Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 2000 Wind Sid: ASCE 7.10 Fig: NA Ct. NA CAT: NA PP Deflection in loc Uden L/# Loc R / U / Rw / Rh / RL W TCDL: 17.00 Speed 150 mph Pf: NA Ce: NA VERT(LL), 0.086 E 999 360 M 1098 / 447 / - / - / - 3.5 BCLL: 0.00 Enclosure Closed Lu- NA Cs, NA VERT(TL) 0.335 E 999 240 N 1098 / 447 / - / - / - 3 5 BCDL: 10.00 Risk Category. 11 Snow Duration' NA HORt(LL): 0.014 0 - - Wind reactions based on MWFRS EXP' C Des Ld: 47.00 HOR2 L: 0.033 D M Min B Width R 1.5 Mean Height: 21.56 fl NCBCLL' 0 00 9 Code / Mist: Criteria Creep Factor: 2.0 N Min Brg Width Req = 1.5 TCDL 4 2 psf Soffit. 0.00 BldgCode FBC 6th ed 201 Max TC CSI: 0.792 Bearings M & N are a rigid surface BCDL: 5.0 psf Load Duration 1 25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.397 Members not listed have forces less than Spacing, 24.0 " C&C Dist a: 3 00 It Rep Factors Used: No Max Web CSI' 0.424 Maximum Top Chord forces Per Ply (Ibs) Loc. from endwall: NA FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens Comp. GCpi: 0.18 Plate Type(s): Wind Duration' 160 WAVE VIEW Ver, 17.02.01A.1115.21 B - C 599 -1544 E - F 899 - 2328 C - D SR -1474 F - G 557 -1474 Lumber 0 - E 899 -2328 G - H 599 -1544 Value Set. 138 (Effective 6/l/2013) Top chord 2x4 SP #2 N Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x6 SP #2 N Chords Tens Comp. Chords Tens. Comp. Webs 2x4 SP #3 Lt Slider 2x6 SP #2 N BLOCK LENGTH = 2 000' B - L 1274 -487 K - J 1273 -479 Rt Slider 2x6 SP #2 N. BLOCK LENGTH = 2.000' L - K 1273 -479 J - H 1274 -487 Lumber value set "13B" uses design values approved 1/3012013 by ALSC Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. Webs Tens. Comp. Loading 1 hip supports 2.11.8lacks with no webs. 0 - K 1113 -443 K - F 1113 -443 E - K 370 - 583 Wind Wind loads and reactions based on MWFRS. H •-•, Cl s J 0. 7081 ' 8 AT 0 Fe w • IFS •....,...•• Nv. COA' al9ON way` 46 03/27/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabncatin9 h ndlin99 shiopin ingtalling and bracing Refer to and follow the latest edition of BCSI (rBuilding Component Safety Information, by TPI and'S CA) ro) safe ractices prior to performing these functions. Installers shall arovide terhpora brawn r BGSI., Unless noted o7nerwise top chord shall hve propeAv atlache s rudural shgathinand bon2rrJ chord shall havfl a proOer Yv Locations lat6ral int f have Draana ns Iled I lions B7 610; attacha dorei9id ceillna, shown of ermanent rest( webs s al oer Q3, or as applicable Ao Ty Idles to ach face ofPtruss and position as shown above and on the JoinTDetalls, unless noted othenNlse. Refer to drawings 160A-2pfSrsVdardpefatepositions. ALPINE AI in a division of ITW 8tritdd1'nQQCCom nentss tiro0 cp Inc. shall not be responsible for an deviation from this drawls an failure to build the truss in ofrmancewithAfJ51/TPI 1 po for hanaliiriq shipping, mstBllatldn and braanp of trussesA Seal on this dr wir qq or over page listing this Srawingindicatesacceptance0fproglessponaqeninenngreponsTbllitysoledfortiedesignshovTn. fhe sui9e ility 2400 Lake Orange Or. and rise of this drawing for any structure is the responsibilit ofgthe guild Desigder pefANSI/TPI 1 Sec.2. Suite 150 For more information see thisjob's general notes page and these web sites: ALPINE: www.al meitw cam; TPI: www tpinSt Or : SBCA: www.&bandus .Com: ICC' wWw iccsafe arg Orlando FL, 32837 Job Number: N330051 I Ply: 1 I SEON. 54706 / T70 / HIPS I Cust: R R8975 JRef. 1 WSM89750141 TEENBLDR Oy 1 FROM: ALS DrwNo. 086.18.1216.13810 Truss Label: Ll KM / OF 0312712018 fi 7' 9' 16' 7' 2' 7' 06 = 4X6 12 C T2 D 4 p T B E A F I —VIHG1 3X6(A1) 1112X4 1112X4 = 3X6(A1) 1 7'1"12 7'1"12 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7.10 TCDL: 17.00 Speed' 150 mph BCLL: 0.00 Enclosure: Part. Enc. BCDL. 10.00 Risk Category, 11 Des Ld 47 00 EXP. C Mean Height. 15.00 it NCBCLL. 0.00 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 NA GCpi 0 55 Wind Duration: 1.60 Lumber Value Set: 138 (Effective 6/1/2013) Top chord 2x4 SP #1 .T2 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 1 hip supports 7-0-0 jacks with no webs. Wind Wind loads and reactions based on MWFRS. 18' 1'8"8 8' 10"4 Snow Criteria (Pg,Pf to PSF) Pg: NA Ct: NA CAT: N/ Pf 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: No FT/RT:20(0)/10(0) Plate Type(s): WAVE 7'1"12 16' 0ef1/CSI Criteria Maximum Reactions (Ibs) PP Deflection in loc L/de8 L/# Loc R / U / Rw / Rh / RL VERT(LL): 0.086 G 999 360 B 1428 / 715- VERT(fL): 0 322 G 922 240 E 1428 / 715- HORI(LL): 0 027 G - - Wind reactions based on MWFRS HORZ(fL): 0.064 G 8 Min Big Width Req = 1 7 Creep Factor: 2.0 E Min Brg Width Req = 1.7 Max TC CSI: 0.817 Bearings B 6 E are a rigid surface Max BC CSI: 0 695 Bearings 8 8 E require a seat plate. Max Web CSI. 0 258 W 80 8.0 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 17.02.02A.1213.21 B - C 1570 - 3204 D - E 1570 - 3204 C - 0 1450 - 3010 03/27/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - H 2969 -1435 G - E 2969 -1435 H-G 3010 -1450 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp C - H 679 - 251 G - D 679 -251 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS runes require eme care in fayp* tin h ndl n9 shipping installing,and bracjn Refer to and follow the latest edition of SCSI (BuildingomnenlSafeInformation, by TPI an fa) safe Practices prior to perrffo ming these functions. Installers shall provide temporary bracin Der BGSI. Unless noted olnerwise,top chord shall h ve prooet1 attached structural shgathing and bohQm chord $hall hav a progenyattachdrmgidcedingLocationsshownforpermanentlateralrestraint6fwebsshallhavebrecingingItiedp?r SCSI sections $3, 7 or 810, as app icafslee. ApPTy plates to each face, of truss and position as shown above and on tthe JoinrDetails, un ess noted otherwise. Refer to ALPINEdrawings160A-t for standard plate positions. Alppin a division of ITW Buyit 11'ngg om vegnts Grpup Ine shall not be re ponsiple for an deviation from this drawing a v failure to build the11rUsInconformancewithA51lfI1POforhandliriqshipping, lost Ilatu3n and braang (truSsesA S@al On thig tlr8witrlg Or Ov@r peg@ 2400 Lake Orange Dr. m listing this drawing indicates acceptance Of proTesstonaf en neerinq respponsTblittyy solely for tthe design shown.he suitability Suite 150andOseothisdrawingforanystructuresaresponsibilityoftheuildingDeslgAerpeANSI/TPI 1 c.2. Far more informauan see tMs oD's natal nmas a e arW these web saes: ALPINE: www.el manw.eom; TPI: www. 'nsLer ; SBCA: www.aDtineus .can• ICC www.irtsafeOra Orlando FL, 32837 Job Number. N330051 Ply- 2 I SEON: 76646 / T55 / FLAT I Cust: R R8975 JRef, 1 W9M89750141 TEENBLDR Oty: 1 FROM: ALS DrwNo. 086.18.1216.13513 Truss Label: FGt KM / DF 03/27/2018 2 Complete Trusses Required 6" 37"8 6'1" 8'4"6 1113116 131014 14'5'14 6" 2'8"8 2110118 2'3"6 211 27'8 7" T 90 1 AC 3X12 1112X4 =4X8 =4XX4 1112X4 -5X14 F 14' 5"14 378 3'0"12 1'11"6 3'0"12 378 378 6'3"4 18710 1 VY6 114'5"14 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: ASCE 7-10 TCDL: 10.00 Speed: ISO mph SCLL: 0.00 Enclosure: Closed BCDL, 500 Risk Category. II Des Ld: 55.00 EXP, C Mean Height: 15.00 It NCBCLL: 10.00 TCDL. 4.2 psf Soffit 200 BCDL: 3.0 psf Load Duration 1 00 MWFRS Parallel Dist 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 It Loc. from endwall: Any GCpi• 0 18 Wind Duration: 1.60 Lumber Value Set: 138 (Effective 6/1/2013) Top chord 2x4 SP 2400f-2.OE Bot chord 2x6 SP 2400f-2.OE Webs 2x4 SP #3 :W2, W9 20 SP 2400f-2.OE: Lumber value set "138" uses design values approved 1/30/2013 by ALSC Nailnote Nail Schedule:0.128"x3" nails Top Chord: 1 Row ® 3.25" o.c. Sot Chord: 1 Row ® 9.50" o.c Webs : 1 Row @ 4" o c Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac =1.00) TC: from 253 plf at 0 00 to 384 pif at 7.00 TC: From 384 plf at 7 00 to 384 plf at 11.33 TC: From 50 plf at 11.33 to 50 plf at 14.49 BC: From 10 plf at 0.00 to 10 plf at 14.49 TC: 2495 lb Conc. Load at 1133 SC: 1537 lb Conc. Load at 11.33 BC: 225 lb Conc. Load at 13 33 Puffins The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. Wind Wind loads based on MWFRS with additional C&C member design Snow Criteria (P9,131 in PSF) Pg: NA Cl. NA CAT: W Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/ CSI Criteria PP Deflection in loc Udefl U# VERT( LL): 0.169 1 999 360 VERT( fL): 0.433 1 577 240 HORZ( LL)- 0.025 A - HORZ( TL)- 0.045 A - - Code / Misc Criteria Creep Factor 2 0 Bldg Code: FBC 6th ed 201 Max TC CSI: 0.663 TPI Std: 2014 Max BC CSI: 0.738 Rep Factors Used: Yes Max Web CSI 0.742 FT/ RT:20(0)/l0(0) Plate Type(s): WAVE, 18SS VIEW Ver: 17.02.02A.1213.21 Additional Notes Truss must be installed as shown with top chord up 01 a;•• GE SF i O. 708 1 i o:• S T O t• a FS •........•. • G, COA- f1 ONAIL - , Mwrttlrtlrt runeM 03/ 27/2018 Maximum Reactions (Ibs) Loc R I /Rw, /Rh /RL /W L 3251 1548 1227 I- l- l 7 2 G 5202 1744 / 227- Wind reactions based on MWFRS L Min Brg Width Req = 1.5 G Min Brg Width Req = - Bearing L is a rigid surface. Bearing L requires a seat plate. Members not listed have forces less than 3759 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - 8 537 - 3368 D - E 765 - 5749 B - C 537 - 3368 E - F 765 - 5749 C - D 838 - 5767 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp K - J 5711 - 834 I - H 5811 -844 J- 1 5767 -838 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. Webs Tens Comp A - L 266 -1545 I - D 77 .397 A - K 3612 - 575 E - H 97 .1562 B - K 119 -487 H - F 6173 - 821 K - C 324 -2563 F - G 335 - 2374 C - J 493 - 54 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS qquire extreme care in fabricating handling. shieppptn ,installing and bradna Refer to and follow the latest edition of SCSI (Buildin dSafetyInformation, by. f and'SBCA) f8i safe ractices pnor to performing these functions. Installers shall provide tempora rSCSI. Unless noted o erM e,top chord shall h ve procepr Nv attached structural sheathingg and bolt2rtl chord shall hav@ a pronpe girlceiling. Locations shown for permanent fat#ral restr8 nt r7f wgbs shall have bradn inst811ed per BCSI sections $3, B7 or B1 , 8e. AppTy plates to each face, of truss and position as sown above and on the Joinuuetads, unless noted otherwise. Refer to 60A- Z for standard plate positions. a division of ri PI I. or for r acts tance any structure not be resoonsible for his drpw ff11 ap%g ailure to buiilaldgg@tthe 1e designshovan. he suitability ALPINE nmrmuMm 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 Job Number. N330051 I Ply: 2 I SEON• 54663 / T56 / FLAT I Cust. R R8975 JRef. 1 W9M89750141 TEENBLOR Oly: 1 FROM. ALS OrwNo: 086.18.1216.16041 Truss Label, FG2 KD / BAF 03/27/2018 2 Complete Trusses Required f--'i 5" 2'11"11 51"1 7'9"12 9'4"10 11'0"3 12'10"5 10"11 5' 2WI1 2'3"7 2'6"11 1'6"14 1 17"9 1'10"1 T 1 Loading Criteria (psf) TCLL' 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.00 Spacing' 12.0 " A5X10 =5BX10 III 2C4 1112XX4 =4E4 =8X10(") = 8X12G H ttttltlttt tttttltttt . . •. IN 13,4,.E 2'4"3 27'11 2'11"11 110"2 1'6"13 2'4"3 4'11"13 7'11"8 919"10 116"11 13'1"9 Wind Criteria Wind Std: NA Speed NA mph Enclosure: NA Category: NA EXP' NA Mean Height: NA It TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration' NA Lumber Value Set: 138 (Effective 6/1/2013) Top chord 2x6 SP SS Bot chord 2x8 SP 2400f-2.OE Webs 2x4 SP #3 :W2, W4, W9, W11 2x4 SP 2400f-2.OE: W12 2x6 SP #2 N: Lumber value set "138" uses design values approved 1/30/2013 by ALSC Nailnote Nail Schedule:0.128"x3" nails Top Chord: 1 Row 9.25" o.c Bot Chord: 2 Rows 4.00" o.c (Each Row) Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. 9" o c spacing of nails perpendicular and parallel to gram required in area over bearings greater than 9" Special Loads Lumber Our Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 50 plf at 0.00 to 50 plf at 13.76 BC: From 436 plf at 0.00 to 436 plf at 1336 TC: 340 lb Conc. Load at 3.67, 5.67 TC' 783 lb Conc. Load at 7.67 BC: 5202 lb Conc Load at 9.58 Plating Notes 1 plate(s) require special positioning Refer to scaled plate plot details for special positioning requirements. Snow Criteria (Pg,Pf in PSF) Pg: NA Cl: NA CAT: N/ Pf NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code I Misc Criteria Bldg Code. FBC 2014 RES TPI Std: 2014 Rep Factors Used. No FT/RT:20(0)/10(0) Plate Type(s): WAVE Def1ICSl Criteria PP Deflection in loc L/den L1# VERT(LL) 0.276 D 580 360 VERT(TL). 0.394 D 478 240 HORZ(LL): 0.040 A . HORZ(TL): 0.049 A Creep Factor 2.0 Max TC CSI: 0.962 Max BC CSI' 0 974 Max Web CSI: 0.656 VIEW Ver. 17 02.01A 1115.21 Purllns The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. Additional Notes Truss must be installed as shown with top chord up. THIS TRUSS MUST BE INSTALLED AS SHOWN AND NOT END FOR END. IMPORTANT" FURNISH THIS DRAWING TO ALL A. i 0. 708 i S aT o COA a ON IL EN 03/27/2018 Maximum Reactions (Ibs) Lot R I /Rw /Rh /RL /W P 5492 / - / • I • / • 16.0 0 7688 /- / • I • / - 15.7 P Min Brg Width Req = 2.3 O Min Brg Width Req = 2 8 Bearings P 8 O are a rigid surface Members not listed have forces less than 3750 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp Chords Tens. Comp A- B 0- 4958 D- E 0- 9W2 B-C 0 •9451 E-F 0 •9821 C- D 0 •9544 F- G 0 •5434 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. O-N SW 0 M-L 9813 0 N- M 9544 0 L- K 6158 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A- P 0- 2301 M- E 1065 -1081 A- O 5407 0 E- L 468 - 691 0-8 0- 2044 L- F 4634 0 B-N 4516 0 F-K 0 -2910 N-C 0 -817 K-G 6246 0 D- M 238 -407 G- J 0- 3346 iING THE INSTALLERS to and follow the latest edition of BCSI ((Building se functions. Installers shall provide ter Itteatflingandbottctrr! chord shall hav@ a proRInqnst#Iled pfr I sections $3, 67 or 1 nnt"Details. un ess noted otherwise. Refer t0 ALPINE any r*c 4MJlI 2400 Lake Orange Or. Suite 150 Orlando FL. 32837 Job Number: N330051 I Ply: 2 I SEON' 76648 / T54 / FLAT I Cust. R R8975 JRef: 1 W9M89750141 TEENBLOR Oty: 1 FROM: ALS OrwNo: 086.18.1216 12967 Truss Label: FG3 KM / OF 03127/2018 2 Complete Trusses Required T 1 2'0" 8 4' 1" 2'0"8 2' 0"8 III2X4 =4X4 III2X4 A B C 4' 1" 9'4" 4'1" 4'1" Loading Criteria ( psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL: 40.00 Wind Std. ASCE 7.10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# TCOL: 1000 Speed: 150 mph Pf: NA Ce: NA VERT(LL): 0.004 8 999 360 BCLL: 000 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.011 B 999 240 BCOL: Soo Risk Category. 11 Snow Duration: NA HORZ(LL)' 0.002 D - - EXP' C HOR2 L : 0.003 0 Des 55 00 MeanHeight. 15.00 it ) NCBCLL. 10.00 Code / Misc Criteria Creep factor 2 0 Soffit: 2.00 TCOL: 4.2 psfBCDL: 3.0 psf BldgCode: FBC 6th ed 201 Max TC CSI: 0.315 Load Duration: 1.00 MWFRS Parallel Dist' 0 to h/2 TPI Std. 2014 Max SC CSI: 0.574 Spacing: 12.0 " C& C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI' 0.165 Loc. from endwall. Any FT/RT•20(0)/10(0) GCpi: 0.18 Plate Type(s) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02A.1213.21 Lumber Additional Notes Value Set: 13B (Effective 6/112013) Truss must be installed as shown with top chord up. Top chord 2x4 SP # 2 N Sol chord 20 SP # 1 Webs 20 SP 93 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Nailnote Nail Schedule:0. 128" x3" nails Top Chord 1 Row @ 3.00" o.c. Bot Chord: 1 Row @ 6.00" o c. Webs : 1 Row @ 4" o.c Use equal spacing between rows and stagger nails in each row to avoid splitting. µpttuantrrrrrurn Special Loads Lumber Our. Fac.=1 00 / Plate Dur.Fac.=1.00) r••e•••••.• " • i TC, From 170 plf at 0.00 to 170 plf at 4.08 N••GE S•' 4 BC: from 5 elf at 0.00 to 5 elf at 4.08 : , 4j •• TC: 166 lb Conc. Load at 0 33 F • ; ; TC. 1114 lb Conc. Load at 2.33 r: ; BC: 258 lb Conc. Load at 1.33 0.7108 1 BC: 545 lb Conc. Load at 3.33 - • a Purlins = O T The TC ofthistrussshallbebracedwithattachedS spans at 24" oc in lieu of structural sheathing. •. r.1 Wind !(`SS ...,. • C C1,j Wind loads based onMWFRS. COA k,$ MlrfilltpNlWM 03/ 27/2018 Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W E 1261 /84 /113 /- /• / 2.3 D 1537 /77 /32(- Wind reactions based on MWFRS E Min Brg Width Req = 1.5 0 Min Brg Width Req = - Bearing E is a rigid surface. Bearing E requires a seat plate Members not listed have forces less than 375# Maximum Bat Chord Forces Per Ply (Ibs) Chords Tens.Comp. E - D 571 - 56 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. E - B 67 -667 B - D 67 -660 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re uire extreme care in fabricatingg, hh ndlin9, shiopin , in*talling and bracing.. Refer to and fellow the latest edition of SCSI (Building Component Safely Information, by TPI and S CA) far safety ractices prior to performing these functions Installers shall provide temporary bractn er 8CSI., Unless noted olherwise,top chord shall have prueriv attached structural sheathing and bottorR Chob ghall eve a proven attach rigid ceiUn Locationsshown (or Dermanent lateral restraint 8f w bs shall have bracing installed pfr BCSI sections 3, 87 or B10y as a .pica e. ApP1Qy Ptates to sash fact: of truss and position as shown a ve and on the Joint Details, un ess noted otherwise. Refer to ALPINE drawings 160A-t forstandardplatepositions. Alpine, a division of ITW 8uitddl'nQ omponents Grppupp Inc shall not bbe reapoonslble for any deviatan from this ra8wlrrlipp apV failure to build the µ,,,,,in,•„„ miss In of sioofawithANSIIf11, or for hattdliA4 shipping, tnstallatian and braving of trussESA Seat on thI tlrawtX or Over pa 2a00 Lake Orange Or. liss this drawing indicatesacceptanceQfproTessionarensneeringresponsibilitysolefortthedesignshovTn. he suI[ability and se of this drawing for any structure is the responsibi it of the building Oesig er pe ANSI/TPI 1 Sec.2. Suite t50 For more mlormatan see trlia tob'e genera• rtaes page aria these web sites ALPINE: www.elpmenw.com; TPI: www.tpinat.org; SBCA: _ w.vw sOcrMustry um; ICC w.vw iccsate OAandO FL, 32837 Job Number: N330051 I Ply' 1 I SEON: 76619 / T52 / HIPM KM Cust: R R8975 JRef: 1W9M89750141 TEENBLDR Oty: 1 FROM. ALS DrwNo• 086.18.1216.13996 Truss Label: E2 / OF 03/27/2018 Loading Criteria (psf) TCLL: 2000 TCDL' 17.00 BCLL 0.00 BCDL. 10.00 Des Ld. 47.00 NCBCLL' 1000 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " MR 11'1'12 sglo sr2 1rn:2 1'4'4 s"n LIM572M12 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: 0 to h/2 C&C Dist a- 3.00 It Loc. from endwall. Any GCpi 0 18 Wind Duration: 1.60 Lumber Value Set: 138 (Effective 6/1/2013) Top chord 2x4 SP 92 N Bat chord 2x4 SP #2 N Webs 2x4 SP 83 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 Right end vertical not exposed to wind pressure. IMPORTANT" FURNISH THIS Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT- N) 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. Yes FT/RT:20(0)/l0(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc Udefl Uk VERT(LL): 0 007 F 999 360 VERT(TL): 0.025 F 999 240 HORt(LL): •0.004 C - HORt(TL): 0.006 0 Creep Factor 2 0 Max TC CSI' 0.720 Max BC CSI: 0.468 Max Web CSI: 0.498 VIEW Ver: 17.02.02A.1213.21 J:••'cE s c o. 7.08 1 Zss ....,... EN coA allwi, NtIa 1111. d 03/27/2018 V ALL NOTES ON THIS DRAWINGI ALL CONTRACTORS INCLUDING THE INSTALLERS Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W G 644 1109 1501 / - / 229 / 5.8 E 541 /225 1421 /- /- Wind reactions based on MWFRS G Min Big Width Req = 1 5 E Min Brg Width Req = - Bearing G is a rigid surface. Bearing G requires a seat plate. Members not listed have forces less than 375p Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. B - C 162 - 567 Maximum Bat Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens. Comp. G - F 83 - 513 F - E 435 -471 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. Webs Tens. Comp. B - G 413 -603 C - E 586 -541 B - F 433 0 ALPINE µ" 2400 Lake Orange Or Suite 150 Orlando FL. 32837 Job Number. N330051 TEENBLOR Truss Label: E1 Ply. 1 I SEON' 76620 / T53 / HIPM I Cust: R R8975 JRef: I W9M89750141 Oly: 1 FROM: ALS OrwNo. 086.18.1216.13888 KM I DF 03127/2018 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 " 4vu e•ru n•r,2 4v14 4r14 Y4- 040 e E 12 9 c. m eec4 A 9 9•r F axe G axe 4x4 i sr/ i se•s 174 sv-r se s 579 11.1.12 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: 0 to h/2 C&C Dist a. 3.00 it Loc. from endwall: Any GCpr: 0.18 Wind Duration: 160 Value Set: 138 (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP 92 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. Right end vertical not exposed to wind pressure. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct' 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: Yes FT/RT:20(0)/l0(0) Plate Type(s): WAVE Deft/CSI Criteria PP Deflection in loc L/defl U# VERT(LL) 0.001 C 999 360 VERT(TL). 0.004 C 999 240 HORZ(LL). -0.002 8 . HORZ(fL) 0.002 B Creep Factor' 2.0 Max TC CSI: 0.438 Max BC CSI. 0.400 Max Web CSI: 0.183 Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W H 352 / 36 / 274 / • 1190 / 5 8 G 589 / 192 1458 / - I - 111.3 F 255 / 116 1158 Wind reactions based on MWFRS H Min Brg Width Req = 1 5 G Min Brg Width Req = 1.5 F Min Brg Width Req = - Beanngs H 8 G are a rigid surface. Bearings H 6 G require a seat plate. Members not listed have forces less than 3759 VIEW Ver: 17.02.02A.1213.21 IMaximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. 8 - H 434 - 252 C - G 483 - 343 H. N%••'GE o. 708 1 COA OZIONAI E , Mt.utauwl* 03/27/2018 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 ingtalling,and bracing. Refer to and fellow the latest edition of BCSI (Building t Safety Information, by TPI and ) 'CA) I , saffety radices prior to performing these functions. Installers shall Provide temporary BCSI. Unless noted o erwise,top chord shall have property attache ssructural sheathing and boil gh ord tons have g porro erNiidceiling. Locations shown for permanent lateral restr nt f webs s at have brawn nsta11 doer eC sec $ B 0" e. Aodl olates to each face of truss and oosition as shown above and on the aoint9detailS. unless noted otherwise Refer to failure to build the oir over pa e n. e sui bility ALPINENE mrrwc1101dfI 2400 Lake Orange Or Suite 150 Orlando FL. 32837 Job Number: N330051 TEENBLOR Truss Label: MV3 Ply: 1 i SEON. 76622 / T57 / VAL I Cusl: R R8975 JRef. 1 W9M89750141 Oty' 2 I FROM. ALS DrwNo. 086.18.1216.13934 KM / DF 03/27/2018 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. 125 Spacing: 24.0 " oa III2X4 8 12 6 v c 04X4(Di) A 21'6"8 CD 1113X6 Wind Criteria Wind Sid: ASCE 7-10 Speed: 150 mph Enclosure Closed Risk Category II EXP: C Mean Height: 23.21 It TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc from endwall: not in 9.00 R GCpi• 0.18 Wind Duration: 1.60 Lumber Value Set: 138 (Effective 6/1/2013) Top chord 2x4 SP #2 N Rot chord 20 SP #2 N Webs 2x4 SP #3 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. Right end vertical not exposed to wind pressure. Additional Notes Valley truss connection to truss below shall be designed and furnished by others. 6' 6' 6' Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection In loc L/defl L/# Pf'. NA Ce: NA VERT(LL): NA Lu: NA Cs' NA VERT(TL)- NA Snow Duration- NA HORZ(LL) -0.011 C HORZ(fL): 0 026 C Code / Misc Criteria Creep Factor: 2.0 Bldg Code, FBC 6th ed 201 Max TC CSI 0.581 TPI Std: 2014 Max SC CSI: 0.502 Rep Factors Used: Yes Max Web CSI: 0 214 FT/RT:20(0)/10(0) Plate Type(s) WAVE VIEW Ver, 17.02 02A.1213.21 IMPORTANT— FURNISH THIS DRAWING TO ALL a division of Irl 1, or for n acceptance any sructure y; 4a a ,,..... k - AGE o. Z08 1 o• SAT O 4, COA` i# 6 sSe NAI 03/27/2018 Maximum Reactions (Ibs), or'=PLF Loc R /U /Rw /Rh /RL /W D' 98 / 37 / 69 /- 123 / 72.0 Wind reactions based on MWFRS D Min Brg Width Req = - Bearing A is a rigid surface. Members not listed have forces less than 3750 THE INSTALLERS the latest edition of SCSI (Building Installers shall provide terhporarY bott% ord $hall avfl 8 progP p r BG I sechops 3, 87 or Btq unless noted otherwise. Refer to failure to buildthe or Gfhe suitabilityA IPL NEm awD7YM1fr 2400 Lake Orange Or. Suite 150 Orlando FL. 32837 Job Number. N330051 TEENSLOR Truss Label: MV2 Ply. 1 Oty: 2 SEON: 76623 / T51 / VAL FROM- ALS Cust:RR8975JRef• 1W9M89750141 OrwNo• 086.18.121614074 KM / OF 03/27/2018 0%4 1112X4 19 B 4' T Q 0 N 22'6"8 4' 4' Loading Criteria (psq Wind Criteria Snow Criteria (Pg,Pf in PSF) OefIICSI Criteria Maximum Reactions (Ibs), or •=PLF TCLL 20.00 Wind Std ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W TCOL: 17.00 Speed: 150 mph Pf: NA Ce NA VERT(LL): NA 0' 97 122 / 67 /- 115 / 48.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs- NA VERT(TL): NA Wind reactions based on MWFRS Risk Category: IIBCOL: 10.00 Snow Duration, NA HORZ(LL): 0.003 C - - 0 Min Brg Width Req = - Des Ld: 47.00 EXP' C HORZ(fL): 0.008 C Bearing A is a rigid surface. Mean Height: 23.71 ft Code I Misc Criteria CreepFactor: 2.0NCBCLL: 10.00 TCOL: 4.2 pa( Soffit: 0.00 BCDL: 5.psf Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.237 Members not listed have forces less than 375# Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI 0 188 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI. 0.089 Loc. from endwall: not in 9 00 It FT/RT:20(0)/10(0) GCpc 0.18 Plate Type(s). Wind Duration: 1.60 WAVE VIEW Ver, 17.02 02A.1213 21 Lumber Value Set 138 (Effective 6/1/2013) Top chord 2x4 SP 92 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "138" uses design values approved 1/3012013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Valley truss connection to truss below shall beNtn>•tfttuirlu,y designed and furnished by others .per 1. A H y, oo oil of F ,• o. Z08 1 a t , a :• S T O coA agONr 03/27/ 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 e ating, hhandling shippin , installing and bracng. Refer to and follow the latest edition of BCSI (Building Component SafetyInformation, bTI and SBCA) f$i saffety racllces prior. to performing these functions. Installerg shall provide terhporarY bracing per BCSI ,Unless noted rwise,tp chordrshall have proDerN atche structural hgainand bon2rt] cno ;hall havfl a proQerlaHach rl ld cellin .Locationsownfortermanedtlat6ralrestraintfwbssallhavbruntitsailed _ I r eCsl Lions Q3, 87 or B1 as app ICa e. AppTy plates to @ach face o truss an position as shown a ve and on tF1e oin etalls, un ess note otherwise. Refer to ALPINE drawings 160A.Z forstandardplatepositions. At in@, a division of ITW B itddl'n omponents Gr po InC._sh#II not be re ;pponsiple for any deviation from this r2wlflg ap failure to build the truss in ofprmance with N51 11, or for handllrtsL shipping, InstallatlrSn and bracing 0f trussesA Seat on thig rJrBwlXp or Cover page , , 2400 lake Orange Or listingg this tlrawing indicates acceptance is proTessionaf en meeting responsibility solely for the design shoMTn. The sui[ability Suite 150 and Gse of thisdrawingforanystructurestheresponsibilitoftheBuildingDesigerpeANSI/TPl 1 c.2. For more information see this 'eb's general notes page and these web sites- ALPINE www el inedw corn. TPI: www tpinst or : SBCA: www.abe Indus .com: ICC: www imsafe org Orlando FL. 32837 Job Number. N330051 TEENBLOR Truss Label: MV1 Loading Criteria (psf) TOLL. 20.00 TCOL: 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL: 1000 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Ply: 1 Oty. 2 12 6 1112X4 B 4X4(D1) A 0"4 V77CD 1112X4 E'2' 2' 2' Wind Criteria Wind Std: ASCE 7.10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 24.21 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 ft GCpi: 0 18 Wind Duration 1 60 Lumber Value Set: 13B (Effective 6/112013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 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 Valley truss connection to truss below shall be designed and furnished by others . SEON• 76624 / T1 / VAL I Cust. RR8975 JRef: 1W9M89750141 FROM: ALS DrwNo: 086 18.1216 14059 KM / OF 03/27/2018 v 0 23'6"8 Snow Criteria (Pg.Pf in PSF) DefI/CSI Criteria Pg, NA Ct. NA CAT: NA PP Deflection in loc Udell L/# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(fL): NA Snow Duration, NA HORZ(LL): 0.000 C HORZ(TL): 0.001 C Code / Misc Criteria Creep Factor. 2.0 Bldg Code: FBC 6th.ed 201 Max TC CSI 0.042 TPI Sid: 2014 Max BC CSI: 0.045 Rep Factors Used: Yes Max Web CSI, 0.022 FT/RT:20(0)/10(0) Plate Type(s): WAVE VIEW Ver. 17.02.02A.1213.21 tA H N 7 0861 a's• S T Oro-k- A. COA #6°A9 yQN M •• 03/27/2018 Maximum Reactions (lbs), or'=PLF Loc R /U /Rw /Rh /RL /W D' 97 / 17 / 60 / - / 12 / 24.0 Wind reactions based on MWFRS D Min Brg Width Req = - Bearing A is a rigid surface. Members not listed have forces less than 3759 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating hh ndlin9 shioPin installing and bracing. Refer to and tpllow, the latest editiCn of SCSI (BuildingtSafetyInformation, byY TPI and S CA) 9', safety ractices prior to performing these functions. Installers shall provide temporary BGSI. Unless noted olherwi e,top chord shall have properly attached structural shealhinp and boltarr Chord shall av a proidceilingg. LLocations shown or permanent lataral restraint bf w bs shall hav8 braan9 nslalled per eC51 sections3, 7 or 810ye. ADM Dlates to each fact: of truss and position as shown above and on the Joinraetails, unless not otherwise. Refer to his rawin ap failure to build the on It dr wl or over paLeQesgnshoQn. 4fhe suitability ALPINENE any 2400 Lake Orange Or. Suite 150 Orlando FL, 32837 f Job Number: N330051 I Ply: 1 I SEON, 54573 / T17 / MONO KM Cust: R R8975 JRef- 1 W9M89750141 TEENBLDR Oty. 1 FROM: ALS OrwNo• 086.18.1216.15697 Truss Label: MG / OF 03/27/2018 Loading Criteria (psq TOLL' 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 " Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP. C Mean Height. 22.82 ft TCDL. 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 138 (Effective 611/2013) Top chord 20 SP #1 Bat chord 2x6 SP #2 N Webs 2x4 SP #3 Lt Slider 2x6 SP #2 N: BLOCK LENGTH = 2.000' Lumber value set 138" 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 0.00 to 78 plf at 696 BC: From 20 plf at 0.00 to 20 plf at 2.19 BC: From 10 plf at 2.19 to 10 plf at 696 BC: 910 lb Conc Load at 2.19. 4.19, 6.19 Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. fi'11"8 3'S'12 YS l2 3.5.12 6' 11 "8 Snow Criteria (Pg,Pf in PSF) Pg: NA CC NA CAT Ni Pt: 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 loc Udell U# VERT(LL)' -0.130 8 640 360 VERT(rL): 0 262 B 501 240 HORZ(LL): -0.079 B - HORZ(TL): 0.093 8 Creep Factor: 2.0 Max TC CSI' 0.807 Max BC CSI: 0 898 Max Web CSI: 0.872 VIEW Ver: 17.02.01A.1115.21 eea Ile ems• V1 i 09 0.108 1 SAT O •Q 1 Fssl•...,,... NG 14 COA # oNAL _,d` 03/27/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W F 1412 /598 I- /- /• /3.5 D 1953 1735 /- /- /• (- Wind reactions based on MWFRS F Min Brg Width Req = 2.0 D Min Brg Width Req = - Bearing F 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 929 -18M B-C 715 -1761 Maximum Bat Chord Forces Per Ply (Ibs) Chords Tens Comp. A - E 1494 - 585 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens Comp. E - C 2288 - 899 C - D 534 -1197 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fa mating, h ndlin9g shiopin , installing and bracing. , Refer to and follow the latest edition of BCSI (Building t S fey Information, br TPI and S CA) fa) safe ractices prior to performing these functions. Installers shall GGrovide terhporary r B S#., Unless noted o7herwise,top chord shall hve proRerly attached structural shgathin9 and boring chord gnall havE a progefN gidceiltnLocationsshnforpermanentlateralrestraint6fwebsshallhavbroripinstalledpfrSCSIsectionsQ3, 87 or 10 e - App y plates to ea. acg of truss and position as shown above and on I e om Details, un ess noted otherwise Refer to of PI 1. of for f acceptance any sructure shall not this d2wing art failure to build the on thi dr3wiXgg or over pagge he (lesj.gnshoNih. he suitability ALPINE wawc 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 f Job Number. N330051 I Ply: 1 FROKRAA SEQN. 76661 / T28 / EJAC 1KM CushRR8975 JRef: 1W9M89750141 TEENBLOR Oty: 5 OrwNo: 086.18.1216.11828 Truss Label: EJ7 / OF 03127/2018 Loading Criteria (pst) TCLL: 2000 TCOL: 17.00 BCLL: 000 BCOL: 10.00 Des Ld: 47.00 NCBCLL: 1000 Soffit 0.00 Load Duration. 125 Spacing. 24.0 " Lumber T 6•e 1 Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: li EXP: C Mean Height: 15.00 ft TCOL, 4 2 psf BCDL: 5.0 psi MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 it Loc. from endwall: Any GCpi: 0.18 Wind Duration, 160 Value Set* 13B (Effective 6/1/2013) Top chord 2x4 SP #1 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. 7' 7' Snow Criteria (Pg.Pf in PSF) Pg: NA Ct. NA CAT: N) 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: Yes FT/RT:20(0)/10(0) Plate Type(s), WAVE C Deft/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): NA VERT(TL): NA HORZ(LL): 0.012 0 HORZ(fL): 0.028 0 Creep Factor. 2 0 Max TC CSI: 0.844 Max SC CSI: 0.596 Max Web CSI: 0.000 VIEW Ver: 17 02.02A 1213 21 qo - . -." x isto 0. Z08 1 CID OIVAI. 13'0"14 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 432 / 91 / 346 / - / 152 18.0 D 136 /8 I103 /- /- /1.5 C 250 / 122 / 159 / - I - 11.5 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. Bearing B requires a seat plate. Members not listed have forces less than 3759 03/27/2018 WARNING' READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses reUuire extreme care in fa ricatinp hh ndlingg shippin , ingtalling and braclng. ,Refer to and follow the latest edition of SCSI (Building Compon brcin ent Sdafery Information, by TPI aria S CA) fbP saftety racttces prior to performing these functions. Installers shall provide terhpor0aery aper BGSI , Unl ss noted o erwisfe,top chord shalle ave proOerN attache structural sheathing and bottQrr! c or ct$ons 63 7 oro81r10y attachGnAtdceilmapocabonsshownforrmanentlatralrestraint6fwebssallhavebradonslalledpereCsseas apprcafsle. Ap 7jl p ales to each face, ofperuss and positan as shown above and on the Joinf9aeta ls, unless notes otherwise. Refer to drawings 160A-Z fgr standard plate positions. Aloine. a division of ITW BuildinaComoonents GrouD Inc. shall not be resoonsible for anv deviation from this drawina.anv failure to build the or cover pa n. The sui ility ALPINE NEn P1 1. or tor r acceptance any sructure Mid, 2400 Lake Orange Or Suite 150 Orlando FL, 32837 Job Number. N330051 I Ply: 1 IFROM:HMT SEON: 54648 / T65 / JACK Cusl: R R8975 JRef• 1 W9M89750141 TEENBLOR Oty' 4 OrwNo: 086 18.1216.14386 Truss Label: CJS SN / WHK 03I27/2018 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 " Lumber 6"6 4X4(81) 1 4'11 4 4'11"4 Wind Criteria Wind Std: ASCE 7.10 Speed: ISO mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 R TCDL: 4.2 psf 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 Value Set: 138 (Effective 6/1/2013) Top chord 2x4 SP #2 N Sot 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,Pf in PSF) Pg: NA Ct 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: Yes FT/RT 20(0)/10(0) Plate Type(s)' WAVE OefIICSI Criteria PP Deflection in loc Udell L/# VERT(LL). NA VERT(fL)' NA HORZ(LL)' 0.004 D HORZ(TL): 0.010 D Creep Factor 2 0 Max TC CSI: 0.475 Max SC CSI. 0.298 Max Web CSI' 0.000 VIEW Ver. 17.02.02A.1213.21 PVT r 3 tii;.•GE SF• .p< 0.7,08 1 kT O 1 NAI. •tJG`'1' 12'0"8 ih Cl) 9,4,. Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 334 / 73 / 273 / - / 112 / 8.0 D 96 /5 /72 /- /- /1.5 C 171 /86 /107 /- /- /1.5 Wind reactions based on MWFRS 8 Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing 8 is a rigid surface. Bearing 8 requires a seat plate Members not listed have forces less than 3759 0327/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS qquire extreme care in fa icating h1andling shipping in;tailing and bracing Refer to and follow the latest edrtiGn of SCSI ((BuildingifSafetyInformation, by TPI and SBCA) ('r sate,t%y practices prior to performing these functions. Instal shall provideeeterhpora r BCSI. Unl ss noted otherwise,top chord shall h8ve property attached structural shgathineaand bpott%rag ord Sons hav%a orogelqidceAlmqovationsshownforpermanentlateralrestrainthfwebsshallhav% br 'dnq ins tied fr BC sectepDTyoatestoeacfate, of truss and position as shown above and on the JoinfDetails, un ess noted otherwise. Refer to 60A- 2 for standard plate positions. of any his drawin an failure to build the on thi dr wiXa or over page ie des gn shown. he SulFability ALPINE 2400 Lake Orange Dr. Suite ISO Orlando FL, 32837 Job Number. N330051 TEENBLOR Truss Label: CJ3 Ply. 1 SEON: 54709 / T49 / JACK I Cust: R R8975 JReL 1 W9M89750141 Oly: 4 FROM: ALS OrwNo. 086.18.1216.16103 SN / WHK 03/27/2018 Loading Criteria (psQ 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 4X4(B1) Ci I 2'11 4 1, 42' 11 Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Wind Sid ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Speed: 150 mph Pf: NA Ce NA VERT(LL): NA Enclosure: Closed Lu: NA Cs- NA VERT(TL): NA Risk Category: II Snow Duration: NA HORt(LL): -0.001 C EXP. C HORZ(TL): 0.001 0 Mean Height: 15.00 ft Code I Misc Criteria Creep Factor: 2.0TCDL: 4.2 psi BCDL. 5.0 psf Bldg Code: FBC 6th ed 201 Max TC CSI: 0.235 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI. 0.096 C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 Loc. from endwall. Any FT/RT:20(0)/l0(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17.02.01A.1115.21 Lumber Value Set: 138 (Effective 6/112013) Top chord 2x4 SP 92 N Sot chord 2x4 SP 92 N Lumber value set "138" uses design values approved 1/3012013 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. 11'0" 8 rn M N 9, 4" Maximum Reactions ( Ibs) Loc R / U /Rw /Rh /RL /W 8 242 / 57 / 207 / - / 74 / 8.0 0 55 / 2 /41 /- /- /1.5 C 94 / 49 /56 /- /- /1.5 Wind reactions based on MWFRS 8 Min Big Width Reg = 1 5 D Min Brg Width Reg = - C Min 8rg Width Reg = - Bearing 8 is a rigid surface. Bearing 8 requires a seat plate. Members not listed have forces less than 375# 0.708 1 SAT O •• Q = 0 , • coy s z OIVAI. r rt»e1wt 3/27/ 2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS ORAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS russes require extreme care in fabricatingg, hhandling ship m in tallin and bracing. Refer to and follow the latest edition of SCSI (Building orn en? Safety Information, by TPI anC SBCA) fbi safepty ract$Ices prior to perio riting these functions. Installers shall provide tepura bracin er 8CSI. Unless noted otherwise,top chord shall have property attached structural sheathing and bottarr Chord;hall hav a proge attachaedDriaid ceiling Locations shown for permanent lateral restraint 6f webs shall have braann nslalled per eG51 sections $3, 7 or B1 , as appligfAe@ Apply oldies to each face of truss and position as shown above and on the Joinraetails, unless noted otherwise. Refer to drawings 160A- 2 for standard plate positions. ALPINE Alpine, a division of ITW BUitdln omponentsg Gri0pp InC.,shall not be responsible for any deviation from this dr8wirtg anv failure to build the truss inofoormancewithANSI11, or for handlirPS shipping, instpilatiOn and bracing of trussesA Seal on this tlr8wirtg or over page 2400 Lake Orange Dr listingg thisdrawingindicatesacceptanceofproTessionareenIneenngresponsibilitysoloforthedesignshoNTn. he suitability Suite t50 and Oseofff((( this Cawing for any structure s the responsibilitgrof the Building Oesigrfer pe(ANSI/TPI 1 c.2. For mare information see this'aws 2oneral notes page and these web ades: ALPINE' www al ineitw.cam. TPI www.tpinst.org. SBCA: www.sbandus .Cora: ICC: www.icente.0M Orlando FL, 32837 Job Number. N330051 TEENBLOR Truss Label: CJ1 Ply I Oly: 4 SEON• 54710 / T66 / JACK Cust: RR8975 JRef: 1W9M89750141 FROM* ALS DrwNo, 086.18 1216.16134 SN / WHK 03/27/2018 T i 12 6 F, C B T T 10'0"8 ih q9i411 D 4X4(B1) 11"4 1, 11'14 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,PtIn PSF) Oefl/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(LL): NA SCLL: 0.00 Enclosure Closed Lu: NA Cs: NA VERT(TL): NA BCDL• 1000 Risk Category: II Snow Duration: NA HORt(LL): -0.000 C Des Ld. 47.00 EXP: C HORt L): 0.001 C R - - Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 fl TCDL: 4.2 psf Creep Factor: 2.0 Soffit 0.00 BCDL: 5.0 psf Bldg Code: FBC 6lh.ed 201 Max TC CSI 0 170 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.019 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 Loc. from endwall: Any FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): VIEW Ver. 17.02.01A.1115.21 WindDuration, 1.60 WAVE Lumber Value Set: 138 (Effective 6/l/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "I 38"uses design values approved 1/3012013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide ( 2) 0. 131'k3.0", min toe -nails at top chord.. Provide (2) 0. 131"x3.0", min. toe -nails at bottom chord. Maximum Reactions (Ibs) Loc R /U / Rw /Rh /RL /W 8 182 /58 / 172 /- /36 /8.0 D 12 /5 / 13 /- /- /1.5 C -12 /25 / 18 /- /• /1.5 Wind reactions based on MWFRS 8 Min Big Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate Members not listed have forces less than 375# M H. .,, 6. O. 7. 08 1 ' o t SAT O •: Q 56 co ' ANAL t tftllll M1fA 03/27/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fybpricatin9g, hh nddlin99 shippin ingtalling and bracing Refer to jnd follow the latest edition of SCSI (Building Component Safety Information, b TPl and S CA) fi1 sae ractices pnor to performing these unctions Installers shall provide terhpora bracin r BGSI noted h bottom havfl Unless o erwise,top chord shall ve property attached structural sheathing and chord shall a probe attachn&,darel2id ceiling. Locationsshown for aermanent lateral resVaint f webs shall have brado9 installed per SCSI sections $3, 87 or et , as applical9e. ApDpTy Dtates to each face of truss and position as shown above and on the JoinrDetails, unless noted otherwise. Refer to drawings 160A-t for standard plate positions. ALPINE Alpine, a division of ITW Buitddln ompon nts G ©1r Inc.,sh#II npt be responsible for any deviation from this drawifflig anx failure to build the truss in oformancewithANSI11, or or anali c1 shipping, installation and bracing 0f trussesA Seal on this tlr wi or cover pa listing this drawing Indicates acceptance 9f prolessionar een sneering responsibility solely for the de ?I n shov7n. The suitability µ, ,,,,, 2400 Lake Orange Dr and $se o this Arawing for any structure is a responsibllit of the Building DesigAer per'ANSUTPI 1 S c.2. Suite 150 For,more mfmmaton see Nis' 's general notes page and these web Was: ALPINE: www al 'nenw.com TPI. www, st. : SBCA: www.abandus .eom: ICC: www.iocaafe.argi Orlando FL. 32837 Job Number: N330051 TEENBLDR Truss Label: HJ7 Ply. 1 SEON. 54694 / T5 / HIP_ I Cust: R R8975 JRef. 1 WSM89750141 Oty: 2 FROM. ALS OrwNo 086.18.1216.12390 KM / OF 03/2712018 5'2"2 9110"1 571 47"l5 n 9' 4"11 5" 9' 4"11 9,1 " 1 Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pt in PSF) DeflICSI Criteria Maximum Reactions (Ibs) TCLL: 20.00 Wind Std. ASCE 7-10 Pg: NA Ct NA CAT: NA PP Deflection in loc Udefi L/# Loc R / U / Rw / Rh / RL / W TCDL: 1700 Speed: 150 mph Pf: NA Ce: NA VERT(LL)- 0.021 C 999 360 8 501 / 169 / - / . / - / 10.6 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.081 C 999 240 E 424 / 48 / - / 0 10 / 1.5 BCDL: 10.00 Risk Category- II Snow Duration' NA HORZ(LL): 0.009 D - D 317 / 159 / - / - / - 11.5 Des Ld: 47.00 EXP. C HORZ(TL): 0. 011 D Mean Height: 15.00 ft Wind reactions based on MWFRS NCBCLL: 0.00 Code I Misc Criteria Creep Factor. 2.0 TCDL' 4 2 psf BMinBrgWidthReq = 1 5 Soffit: 0.00 BCDL: 5. 0 psf Bldg Code: FBC 61h.ed 201 Max TC CSI. 0.836 E Min B Width Re Load Duration: 1.25 MWFRS Parallel Dist: 0 to hl2 TPI Std: 2014 Max BC CSI: 0.632 D Min Brg Width Req q = - Bearing 8 is arigid surface. Spacing: 24 0 " C&C Dist a: 3.00 ft Rep Factors Used No Max Web CSI: 0.365 Bearing B requires a seat plate. Loc from endwall: NA FT/ RT:20(0)/10(0) GCpi: 0.18 Plate Type( s): Members not listed have forces less than 3759 Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02A.1213.21 Maximum Top Chord Forces Per Ply (Ibs) Lumber Chords Tens.Comp. Value Set: 138 (Effective 6/ 1/2013) B - C 311 •714 Top chord 2x4 SP #2 N Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp. Lumber value set "138" uses design values approved 1/30/2013 by ALSC B - F 656 - 277 Loading Maximum Web Forces Per Ply (Ibs) Hipjack supports 6-11-8 setback jacks with no webs Webs Tens.Comp. Wind C - F 304 -722 Wind loads and reactions based on MWFRS. Provide (3) 0.162"x3. 5", min toe -nails at top chord. Provide (3) 0 162"x3 6', min toe -nails at bottom chord.gtnutnlulgrrr•r r E - Sic r • 0.1. 08 1 ot SAT O ; Q co/ d,} '10' i IWM 03/27/2018 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses regl ire extreme care in fa ncatinq, handling shiapin , installing and brawn . , Refer to nd follow the latest edit)cn of ¢CSI (Building Componengt Safety Information, by TPI and SBCA) fbi safety ractla s prior to performing these functions. Installers shall pprovide terhpora bra cin er BCSI. Unlessnotedoherwise,top chord shall have property ariached structural sheathin and boltam chord Fiall av a pro er Yv attach ri id ceilinLoattionsshownforermanentlat6ralrestsnt6fwbsshallhavbrdonsgIledreCSIbonshg3, 7 or 10 as ap0 iceE e. ApppTgjr pplat@s to each tam oettruss and position as s town move and on iFte oint eta s, un(ess notedcotherwise. Refer to drawings 160A-Z fir standard plate positions. A LPI N E A a division of ITWBuitddl1nomHants5GrpuGpIn . sh II n t be responsible for an deviation from this drdwinp anY failure ttrUssen GOnformance with AN51 I 1 po for handliAp shiGpinqq, instB8llatidn and bracing yf trussesA seat on this drawing or to build the over page listingg this drawing indicattes acceptanceQfproTession8reninBringresponsibglisoleforthedesinshovdn.he or 2400 Lake Orange Dr. suitability Suite 150 Suite 1and0seofthisdrawinganystructureistheresponsibilityofgtheBuildingDesigerpeANSI/iPl 1 c.2. For mero information see this ob's enerol (totes arW Nese weD sites ALPINE www al ' ntw.cem• TPI: wwMr. at.a •SBCA: www.sbaneus .com; ICC: www.iomete.am Orlando FL, 32837 Job Number. N330061 I Ply. 1 I SEON• 76641 / T19 / EJAC I Cust: R R8975 JRef• 1 W9M89750141 TEENBLDR Oly. 2 FROM: ALS DrwNo: 086.18.1216.13887 Truss Label. EJ7L KM / OF 03/27/2018 C 12 77 11 8 4 4 p ul) CV N B Ts A 9'4" D Loading Criteria (psf) TCLL: 20.00 TCDL: 17.00 BCLL: 0.00 BCDL: 1000 Des Ld: 47.00 NCBCLL: 10.00 Soffit. 0.00 Load Duration: 1.25 Spacing: 24.0 " 7' 1 7' Wind Criteria Wind Std. ASCE 7-10 Speed: 150 mph Enclosure: Part. Eric 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 ft Loc. from endwall: not in 4.50 it GCpi: 0.55 Wind Duration, 1 60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Sot 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 (3) 0.131"x3.0", min. toe -nails at top chord. Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. a 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 Std: 2014 Rep Factors Used: Yes FT/RT-20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): NA VERT(TL)- NA HORZ(LL). -0.018 D HORZ(TL). 0.041 D Creep Factor: 2.0 Max TC CSI: 0.898 Max BC CSI, 0.585 Max Web CSI: 0.000 VIEW Ver. 17.02 02A.1213.21 CC q i • o. 708 1 AT O Q 1 ONAL •NG`'i''` Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W B 426 / 179 / 393 / - / 101 / 8 0 D 134 167 / 157 / - / • / 1.5 C 228 1 106 / 141 / • / - / 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 8 is a rigid surface. Bearing B requires a seat plate Members not listed have forces less than 375# 03/ 27/2018 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, shiDpin , in;tallmg,and bracing.. Refer to and follow the latest edition of BCSI (Building tSdfetyInformation, by TPI and Sl fbr safe racttces pnor to performing these functions. Installers shall provide flterhporaryBGSIUnlessnotedolherwise,toop chord snail nave prooerN attached structural sshe t ing and bpoett%r chosrections av%g orop idcedinglocationsshownforfermanentlatralrestrSintbfwbbsshallhavebrJunrDinslIledI r BCS noted eADDJDatestoeachfaceotrussandDosdionasshownaboveandontheoinetails. unless not otherwise Refer to any ALPINE NEwmwao wn 2400 Lake Orange Or Suite 150 Orlando FL, 32837 Job Number: N330051 Ply. 1 I SEON: 54682 / T24 I JACK Gust. RR8975 JRef* 1W9M89750141 TEENBLDR Oty. 4 FROM: ALS DrwNo: 086.18.1216 15946 Truss Label: CJ5L I KD / BAF 0327/2018 17 C T F-0 11'0" 3 ih B CV s A 9'4" D Loading Criteria (psr) TOLL: 20.00 TCOL 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL: 1000 Soffit 000 Load Duration: 1.25 Spacing: 24.0 " 2X4(A1) 1, 4' 11 "4 4'11'A Wind Criteria Wind Std. ASCE 7-10 Speed: 150 mph Enclosure: Part. Enc. Risk Category: II EXP: C Mean Height. 15.00 it TCDL 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.55 Wind Duration: 1.60 Lumber Value Set 138 (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 teased 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,Pr in PSF) Fig NA Ct: NA CAT: N/ 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 Deft/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): NA VERT(TL): NA HORZ(LL): -0.006 D HORZ(TL): 0.013 D Creep Factor: 2.0 Max TC CSI: 0.391 Max BC CSI: 0.278 Max Web CSI: 0.000 VIEW Ver: 17.02.01A.1115.21 0. Z08 1 S WOO" z4r PpNAI. 03/27/2018 IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Maximum Reactions (lbs) Loc R /U /Rw /Rh /RL /W 8 330 1136 / 305 / - / 75 18.0 D 93 / 46 / 107 / - / - / 1 5 C 156 /72 /96 /- /- / 1.5 Wind reactions based on MWFRS 8 Min Brg Width Req = 1.5 D Min Big Width Req = - C Min Brg Width Req = - Bearing 8 is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# quire extreme care in fybricatinp h ndlin9g ship in installing and bracing. Refer to and fellow the latest edition of SCSI (Building i Safety Information, b Plan SEiCA) fb) safe ractices prior to performing these functions. Installers shall rovide to pora 8 St. Unless noted o erwise,top chord shall h ve property attache ssructural sheathing and bpott2rR Ch or ns av a poroger xf ceiling. Locations shown for aerrnanent lateral restraint f webs s al have braann nstdlled er BCS se R ApDr Dlates to each face of truss and position as shown above and on eonin Details, unless noted otherwise. Refer to60A-Z for standard plate positions. a division of failure to buildthe I or n. The suitability ALPINE NEHaws I 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330051 TEENBLOR Truss Label, CJ3L My. 1 I SEON: 54683 / T69 / JACK I Cust• R R8975 JRef, 1 W9M89750141 Oly. 4 FROM• ALS DrwNo: 086.18.1216.16133 SN / WHK 0312712018 1- Loading Criteria (psq TCLL: 20.00 TCDL: 1700 BCLL' 000 BCDL. 10.00 Des Ld. 47.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " 12 4 C 2X4(A1) 1, 2'11"4 2'11"4 Wind Criteria Wind Std: ASCE 7-10 Speed: ISO mph Enclosure: Part. Enc. Risk Category* II EXP: C Mean Height: 15.00 it TCDL' 4 2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 it Loc from endwall: Any GCpi: 0.55 Wind Duration 160 Lumber Value Set' 13B (Effective 6/1/2013) Top chord 2x4 SP 92 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 IMPORTANT" any Snow Criteria (139,131' in PSF) Deft/CSI Criteria Pg' NA Ct NA CAT. NA PP Deflection in toe L/de8 U# PC NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL). 0.001 D HORZ(rL) 0 002 D Code I Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.185 TPI Std. 2014 Max BC CSI: 0.091 Rep Factors Used, Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Plate Type(s): WAVE VIEW Ver 17.02.OIA.1115.21 ALL a !••'C+E Sir' •. C O- A a 1 IFS • ........ ENcj" COA'i :F ONAL ,a• 03n7/2018 to INSTALLERS 10'4"3 ti 9r4rr Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL I W B 242 / 96 / 225 / - / 50 18.0 D 51 /26 /60 /- /- 11.5 C 82 139 / 49 / - /- / 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 ngid surface. Bearing B requires a seat plate. Members not listed have forces less than 3759 of failure to buildthe n. he suitabilityALPINE nawc 2400 Lake Orange Dr. Suite ISO Orlando FL. 32837 Job Number: N330051 Py. 1 SEON: 54684 / T68 / JACK Cust: R R8975 JRef. 1 WSM89750141 TEENBLOR Oly: 4 FROM. ALS DrwNo: 086.18.1216.16102 KDTrussLabel: CJIL OAF 03n7/2018 12 4 C B T 9'8"3 31115 A 9r4rr D 2X4(A1) 11"4 1, 11 "4 Loading Criteria (psr) TCLL 2000 TCDL: 17.00 BCLL: 0.00 BCDL: 1000 Des Ld: 47 00 NCBCLL: 10.00 Soffit' 000 Load Duration, 125 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Part. Enc. Risk Category: II EXP: C Mean Height: 15.00 ft TCDL: 4.2 pst BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a. 3.00 ft Loc. from endwall: Any GCpi: 0.55 Wind Duration: 1.60 Lumber Value Set: 138 (Effective 6/1/2013) Top chord 2x4 SP #2 N Sot 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,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 61h.ed 201 TPI Std: 2014 Rep Factors Used. Yes FT/RT:20(0)/l0(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl U# VERT(LL): NA VERT(fL): NA HORZ(LL)• 0 000 D HORZ(fL): 0 000 C Creep Factor: 2.0 Max TC CSI: 0.160 Max BC CSI• 0.021 Max Web CSI. 0.000 VIEW Ver, 17.02.01A.1115.21 03/27/2018 WARNING' READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS any Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 191 /95 /182 /- /25 /8.0 D 7 /16 /21 /- /- /15 C -21 /33 /26 /- /- /1.5 Wind reactions based on MWFRS 8 Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing 81s a rigid surface. Bearing 8 requires a seat plate. Members not listed have forces less than 3759 ALPINE µ 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 I Job Number: N330051 I Ply: 1 I SEON: 54704 / T3 / HIP_ I Cust• RR8975 JRef: 1W9M89750141 TEENBLOR Oty: 2 FROM: ALS OrwNo: 086.18 1216 13715 Truss Label: HJ7L KM / WHK 03/27/2018 5'5"15 9110"1 5'5"15 4'41 D 12 11'8"3 2.83 p 2 X 4 I n i N fV B 3 15 A 9'4" y G FE 1'S" Loading Criteria (psi) TCLL: 20.00 TCDL: 1700 BCLL 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL, 0 00 Soffit: ON Load Duration: 1 25 Spacing: 24.0 " 2X4(A1) — "" Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Part. Enc. Risk Category: II EXP: C Mean Height 15 00 It TCDL: 4.2 psf BCDL• 5 0 psf MWFRS Parallel Dish 0 to h/2 C&C Dist a 3.00 ft Loc. from endwall: NA GCpi 0 55 Wind Duration: 1.60 Lumber Value Set: 138 (Effective 6/1/2013) Top chord 2x4 SP k2 N Sot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Loading Hipjack supports 6-11-8 setback lacks with no webs Wind Wind loads and reactions based on MWFRS. Provide (3) 0.162"x3.5", min toe -nails at top chord. Provide (3) 0 162"x3.5", min toe -nails at bottom chord. 9'1"10 9'1"10 Snow Criteria (Pg,Pf in PSF) Pg: NA Cl: NA CAT: N/ 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: No FT/RT:20(0)/10(0) Plate Type(s): WAVE 8"7 9110 Oefl/CSI Criteria PP Deflection in loc Udell Uk VERT(LL). 0.041 C 999 360 Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL G 495 1276 / - / - / - VERT(fL): 0.152 C 999 240 E 439 / 126 / • / 0 / 0 HORZ(LL)• 0.007 F - - D 283 / 222 / • / . / - HORZ(fL): 0.017 F Wind reactions based on MWFRS Creep Factor. 2 0 G Min Big Width Req = 1.5 Max TC CSI: 0.720 E Min Brg Width Req = - Max BC CSI 0.740 D Min Brg Width Req = - Max Web CSI: 0.402 Bearing G is a rigid surface. Bearing G requires a seat plate W Members not listed have forces less than 375f/ VIEW Ver I7.02.02A 1213.21 Maximum Top Chord Forces Per Ply (Ibs) G Sir' '. o. 7.08 1 os• S T O : COAONAI. EN , 03/ 27/2018 Chords Tens.Comp. B- C 653 -1012 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B - F 979 -619 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C - F 652 -1032 WARNING' READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating hh ndlin99 ship in , ingtalling and bracing Refer to and follow the latest edition of RCSI (Building C Sdfety Information, b TPI an CA) rb? safPe. ractices pnor to performing these functions Installers shall providetemporary aBGSI, Unless noted o herwise,t op chord shall ave property attached structural sahgatthin 8and bpoett%r Chor $hall 43v87 oroBlOy id 'I' Locations locations sown for ermanent lateral restraint f webs shal have br an ins Iled I r cS se e. AopJpacestoeachfaceotrussandpositionasshownaboveandontheoinMsunessnotedotherwiseRefer to a division of any his rawinp ap failure to build the on this drBwi or over page Le designshoQn. he su19e ility ALPINE NE Mawcorrwn2400 Lake Orange Or Suite 150 Orlando FL, 32837 Job Number: N330051 Ply: 1 I SEON: 54584 / T9 / EJAC I Cusl: R R8975 JRef• 1 W9M89750141 TEENBLDR Oly. 12 FROM: ALS DrwNo: 086.18.1216 15307ITrussLabel: EJ7A KM / OF 03/27/2018 Loading Criteria (psq TCLL: 20.00 TCDL: 1700 BCLL: 0.00 BCDL: 10.00 Des Ld: 4700 NCBCLL. 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " 1'0"8 6'1 VS 6'11"8 Wind Criteria Wind Sld' ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 22.56 ft TCDL: 4.2 psf BCDL 5 0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 It GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 138 (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x6 SP #2 N Lt Slider 2x6 SP #2 N: BLOCK LENGTH = 2 000' 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 (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,Pf in PSF) Pg NA Ct: NA CAT: N) 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 C Defl/CSI Criteria PP Deflection in loc Udell Ll# VERT(LL): NA VERT(fL): NA HORZ(LL): -0.105 C HORZ(TL): 0.173 C Creep Factor 2.0 Max TC CSI: 0.721 Max BC CSI. 0.298 Max Web CSI: 0.131 VIEW Ver: 17.02.01A.1115.21 03/27/2018 24'3"4 in 0 20'0" 12 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W F 428 / 132 / 341 I - 1202 / 3.5 E 148 /23 /116 /- /- 11.5 D 240 / 174 / 142 / • / • 11.5 Wind reactions based on MWFRS F Min Brg Width Req = 1.5 E Min Brg Width Req = - D Min Brg Width Req = - Bearing F is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-C 416 -642 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS qquire extreme care in fabricating, hh ndling, shi0 in , metalling and bracing. , Refer to and fellow the latest edition of BCSI (Building f Safety Information, b, TPI and CA) fbr sarPe jr practices poor to performing these functions. Installers shall provide tern rarryy r BCSI. Unless noted olhenvise,top chord shallhaveproperly attache siructural sheath, and bpott%n chordct$ons 3vfl OroQerry Ra1dceilinggLLocationsshownforrmanentlatralrestraintfwebssalhavebraawn9nsIlederBCSIseBeoe Aoo7v olates to each face 0 muss and position as shown above and on the Jolnruetalls, unless not otherwise. Refer to his draawinf1gg anr1Y failure to build the on thi,4 dr8wingg or over pa LedesnqhovTn. 4f11e suitability any ALPINE rr. MMM11fI 2400 Lake Orange Or. Suite 150 Orlando FL. 32837 Job Number: N330051 Py. 1 SEON: 54586 / T58 / EJAC Cust: R R8975 JRef• 1 W9M89750141 TEENBLDR Oty: 8 FROM. ALS OrwNo' 086.18 1216.15058 Truss Label: EJ3A I I KM / OF 03/27/2018 Loading Criteria (psf) TCLL 2000 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 O 2' 11 "8 1'0"8 2'11"8 Wind Criteria Wind Std ASCE 7-10 Speed: 150 mph Enclosure. Closed Risk Category: II EXP C Mean Height: 21.56 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to 11/2 C&C Dist a: 3.00 It Loc. from endwall: Any GCpi, 0 18 Wind Duration: 1.60 Lumber Value Set: 138 (Effective 6/112013) Top chord 2x4 SP #2 N Bot chord 2x6 SP 02 N Lt Slider 2x6 SP #2 N: BLOCK LENGTH = 2.000' 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 Snow Criteria (Pg,Pt in PSF) Pg: NA CC 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 22'3"4 is V 20'0" 12 DeFl/CSI Criteria PP Deflection in loc Udell UN VERT(LL): NA VERT(fL): NA HORZ(LL): -0.009 C HORZ(TL): 0 012 C Creep Factor: 2.0 Max TC CSI: 0.352 Max SC CSI: 0.048 Max Web CSI. 0 010 VIEW Ver: 17.02.01A.1115.21 o. 708 1 IFS • ........ E5,G. 4 COA'ONAI. r rirtnmrw w 03/27/2018 Maximum Reactions (Ibs) Loc R IU /Rw /Rh /RL /W F 241 / 74 1203 / - / 97 l 3 5 E 60 /6 146 /- /- 11.5 D 97 /76 155 /- /- 11.5 Wind reactions based on MWFRS F Min Brg Width Req = 1.5 E Min Brg Width Req = - D Min Brg Width Req = - Bearing F 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 require extreme care in fa ricatin , hh ndling, ship in , in;falling and bracin . ,Refer to and follow the latest edition of SCSI (Building Went Safety Information, by TPI and S CA) t$r safPeiy $raGices prior to performing these functions. Installers shall provide terhporary per BGSI ,Unless noted otherwise top choM shall have properH attache structural sheathing and bon2nl chord 15a11 hav 8 pro efNdrigida:ilma Loa3tions shown foi Dermanent lateral restraint bf webs s all have braan ins7alled per SCSI selions Q3, 7 or 10 ia3ttte Ap Ty DDlabees to each face of truss and position as shown above and on the Joinl9Details, unless noted otherwise. Refer to is 160A.Z fgr stantlaid plate positions. a division of ITW Buildin4Components Grouo Inc. shall not be responsible for any deviation_ from this drawing,anv failure to build the A IPLNE frwann,n 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330051 Ply 1 SEON• 54588 / T59 / JACK Cust. RR8975 JRef: 1W9M89750141 TEENBLDR Oty: 6 FROM: ALS OrwNo: 086 18 1216 15977 Truss Label: CJ5A I IKIVI / OF 03/27/2018 Loading Criteria (psf) TCLL 20.00 TCOL: 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 " F— 1'0"8 Wind Criteria Wind Std: ASCE 7.10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP: C Mean Height, 22 05 fl TCDL: 4.2 psf 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/l/2013) Top chord 2x4 SP #2 N Bot chord 2x6 SP #2 N Lt Slider 2x6 SP #2 N BLOCK LENGTH = 2 000' Lumber value set "138" uses design values approved 1/3012013 by ALSC Wind Wind loads based on MWFRS with additional C8C 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. 4'10" 12 4'10" 12 Snow Criteria ( P9.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 Std. 2014 Rep Factors Used: Yes FT/RT: 20(0)/l0(0) Plate Type( s): WAVE 0 23' 2" 14 o_ in in 20' 0" 12 Def11CSl Criteria PP Deflection in loc Udell L/# VERT(LL): NA VERT(fL) NA HORZ(LL): - 0.045 C HORZ(TL): 0.071 C Creep Factor: 2.0 Max TC CSI: 0.489 Max BC CSI: 0 137 Max Web CSI: 0 056 VIEW Ver: 17.02.OtA.1115.21 1, GPM H , Q r .•• AGE Sic .% o. 7U8 1 NAI.EN. Maximum Reactions ( Ibs) Loc R / U /Rw /Rh /RL /W F 330 / 101 / 268 / - / 147 / 3 5 E 103 115 /81 /- /- / 1 5 D 167 / 122 / 98 / - / - 11.5 Wind reactions based on MWFRS F Min Brg Width Req = 1.5 E Min Brg Width Req = - D Min Brg Width Req = - Bearing F is a rigid surface. Members not listed have forces less than 375# 03/272018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS qquire extreme care in fabricating h ndlin9 shiapin , installing,and bracing. Refer to and follow the latest edttien of SCSI (8 iIdinggg d Safety Information, by TPI and'sat rb) safe rachces prior to perforrrling these functions. Installer shall provide terhporarY r BLSI. Unless noted d herwise,top chord shall nave pro rIy attached struclural sheathing and bottortl ord shall hav 8 pro er Wqid ceilingg, L4ocations shown for permanent lattrral restr int 6f webs shall have braaan9g installed per 8C 1 sections Q3, 7 or 10, e'. ADDTvDlatestoeachfaceoftrussandoositionasshownaboveandontheJoinCDetails. unless noted otherwise. Refer to his drawin ,an failure to build the on this dr wiXg or over page ie des n shown. he suitability any A IPL NE NITMmdNNY 2400Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number. N330051 I Ply: 1 I SEON. 54590 / T46 / JACK 1KM Cust: R R8975 JRef: 1W9M89750141 TEENSLOR Oly: 6 FROM: ALS DrwNo: 086.18.1216.15619 Truss Label: CJ3A I OF 03/27/2018 Loading Criteria (psf) TCLL' 2000 TCDL: 17.00 BCLL: 0.00 BCOL: 1000 Des Ld: 47.00 NCBCLL: 10.00 Soffit. 0.00 Load Duration: 1.25 Spacing: 24.0 " T O Wind Criteria Wind Std: ASCE 7-10 Speed. 150 mph Enclosure: Closed Risk Category: 11 EXP. C Mean Height: 21 55 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration. 160 Lumber Value Set: 138 (Effective 6/112013) Top chord 2x4 SP #2 N Sot chord 2x6 SP #2 N Lt Slider 2x6 SP #2 N, BLOCK LENGTH = 2.000' 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. toenails at top chord. Provide (2) 0 131"x3.0", min toe -nails at bottom chord. 2'10" 12 2'10" 12 Snow Criteria (Pg,Pf in PSF) Pg NA Ct NA CAT, Ni 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 FBI 22'2"14 0 vt N 20'0"12 DefllCSI criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(TL): NA HORZ(LL): -0.008 C HORZ(TL) 0.011 C Creep Factor: 2.0 Max TIC CSI: 0.337 Max BC CSI, 0.045 Max Web CSI: 0.008 VIEW Ver: 17.02.01A.1115.21 AS r :i.•• o. e• COA TONAL hy M 40ttd 03/27/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh IRL /W F 238 /73 /201 /• /96 /3.5 E 59 /5 /45 /- /- 11.5 D 94 /75 /53 /- /- /1.5 Wind reactions based on MWFRS F Min Brg Width Req = 1.5 E Min Brg Width Req = - D Min Brg Width Req = - Bearing F 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 ruses regqt Ire extreme care in (a eating, h ndlin9 shl pin ingtalling and brawny Refer to and follow the latest edition of BCSI (BuildingomponenfSafetyInformation, by TPI and'S CA) fb) safPety radices prior to performing these functions. Installers shall provide terhporaN brawn Der BCSI. Unless noted olhervuise,top chord shall have panel attached structural shgathing and boll chord;hall hav a pro erlattachrigidceilinocationsshownforermanentlatdralrestraintbfwbsshallhavbracinginstalledpgrBCSIIs83,7 or BtOyasappicattleARgy ?dates to each face, o truss and position as shown move and on tI a Joint Details, un ass noted otherwise. Refer to ALPINEdrawings160A-Zpfgr s andard plate positions. Alppine, a division of ITW B itddi1ng omponentgs Gr CypD Ine shall npt be responslple for any eviction from this dr wing,a failure to build the „m m„r.,,, tn)ss in conformance with NSI/T 1 1, or for handlIAp shipping, Inst Ilatidn and bracing GfdtrussesA seal on th g dr8w r g or cover pogo 2400 Lake Orange Dr. listing this drawing indicates acceptance if proTessionar en neerin re ponsibiliN solely for the) design shown. The suitability Suite t50andOseofthisdrawingforanystructurestheresponsibilityoftheuildngDesigerpeANSI/TP 1 c.2. For more information see this iob's general notes page and these web sites ALPINE: www, alpinedw.com: TPI: www.tpinst.org: SBCA• www.sbeindustry.com: Ice: www.iccufa.arg Orlando FL, 32837 Job Number: N330051 TEENBLOR Truss Label: CJ1A Ply 1 I SEON. 54510 / T4 / JACK I Cust• RR8975 JRef• 1W9M89750141 Oty. 10 FROM: ALS OrwNo 086.18 1216.15962 KM / OF 03/27/2018 Loading Criteria (psi) TCLL: 20.00 TCOL: 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 " 12 6 [: C 1112X4 T217-14 T B T o I v A No & 20-0-12 E PEP D 10" 12 f -- 1,0„8 10"12 Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Wind Std. ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W E 172 1101 / 183 / - / - 13.5Speed: 150 mph Pf: NA Ce: NA VERT(LL): -0.000 8 999 360 Enclosure: Closed Lu: NA Cs- NA VERT(TL): 0.000 8 999 240 D 18 /- / 13 / - / - 11.5 Risk Category: II Snow Duration: NA HORZ(LL)- -0 000 B - C -12 / 45 / 42 / - 146 11.5 EXP: C HORZ(TL) 0.000 B Wind reactions based on MWFRS Code / Misc Criteria Mean Height: 21.05 R Creep Factor: 2.0 E Min Brg Width Req = 1.5 TCDL.2 psf 5.0 psf Bldg Code: FBC 6th.ed 201 Max TC CSI: 0 202 Brg Width Req = - D MinMWFWFRSParallelDist: 0 to h/2 TPI Std 2014 Max BC CSI. 0 008 C Min Big Width Req = - Bearing E is a rigid surface. C&C Dist a. 3 00 ft Rep Factors Used: Yes Max Web CSI: 0.133 Loc. from endwall: Any FT/RT:20(0)/10(0) Members not listed have forces less than 3759 GCpi: 0.18 Plate Type(s): Maximum Web Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.01A.1115.21 iWebs Tens Comp Lumber Value Set: 138 (Effective 6/1/2013) Top chord 2x4 SP #2 N Sot chord 2x4 SP 92 N Webs 2x4 SP #3 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. IMPORTANT" and ALL not 8 - E 446 -169 M H. i o. 708 1 SAT O eerrrawI 03/27/2018 INSTALLERS the latest edition of BCSI /Building Installers shall provide eeterhpora Vpoettigigosredcti0n583v67rog1qunles66sGGnotedotherwiseReferto failure to build the kor over pahesui ility A IPLNE awe 2400 Lake Orange Or. Suite 150 Orlando FL, 32837 Job Number: N330051 I Py. 1 I SEON: 64528 / T2 I HIP_ KM Cust: R R8975 JRef: 1 WSM89750141 TEENBLDR Oty: 3 FROM• ALS DrwNo• 086.18.1216.15011 Truss Label: HJ7A / OF 03/27/2018 Loading Criteria (psf) TCLL: 20.00 TCDL: 17.00 BCLL: 0.00 BCDL 10.00 Des Ld' 47.00 NCBCLL: 0.00 Soffit: 000 Load Duration: 1.25 Spacing 24.0 " o j' 4'11"7 4' 11 "7 4'9" 15 24'2"12 12 4.24 p 04X4 C N_ Ina 04X4 B A 20'0"12 III3X6 2X4 1112X4 =4X4 E @ 1'46 3'5"5 44"3 7"7 1'4"6 4'9"11 9'1"14 9'9" Wind Criteria Wind Std. ASCE 7.10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP' C Mean Height. 22.55 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist' 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi. 0 18 Wind Duration: 1.60 Lumber Value Set: 138 (Effective 6/1/2013) Top chord 2x4 SP #2 N Bol chord 2x4 SP 92 N Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/3012013 by ALSC Loading Hipjack supports 6.11.0 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Additional Notes Provide hanger or special connection at top chord. Provide hanger or special connection at bottom chord. Snow Criteria ( Pg,Pf in PSF) Pg: NA Ct: NA CAT: NE 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: No FT/RT: 20(0)/10(0) Plate Type( s) WAVE 0 Defl/ CSI Criteria PP Deflection in loc L/defl L/# VERT(LL)' 0.044 G 999 360 VERT(TL): 0.168 G 999 240 HORZ(LL)- - 0 019 D - HORZ(TL): 0.046 0 Creep Factor 2 0 Max TC CSI. 0.939 Max BC CSI. 0.933 Max Web CSI: 0.359 VIEW Ver: 17.02.01A.1115.21 n t v • Q` ONAL 03/ 27/ 2018 Maximum Reactions ( Ibs) Loc R / U /Rw /Rh /RL /W 1 496 / 243 /- /- I- /4.2 E 403 / 90 /- /- /- / 1.5 D 333 / 216 /- /- /- / 1.5 Wind reactions based on MWFRS I Min Brg Width Req = 1.5 E Min Brg Width Req = - D Min Brg Width Req = - Bearing 1 is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens. Comp. B - C 268 -651 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens. Comp. Chords Tens. Comp. H - G 594 - 241 G - F 592 - 245 Maximum Web Forces Per Ply (Ibs) Webs Tens. Comp Webs Tens Comp. B - I 329 - 689 C - F 280 - 677 B - H 652 - 273 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fa iSating handling. shippin , in%alling and bracing. , Refer to and fellow the latest edlti n of SCSI (Buildingg t SafetyInformation, by TPI and'SBCA) fog safety racbces pnor to performing these functions. Installers shall provide tern; orrary SCSI. Unless noted o7hervnse,t op chordShall e ave prrain, atlache structural ahgaq ing#and bceott2nl chsect$ons 3r 7 oroBlrlOy Id ceilinT. locations shown for ermanent lab ral restraint f webs s all have br an ns Iled . I r BCSI d E.. Appypatest0eachfaceotrussandpositionasshownaboveandonthe"Join etalls, un ess note otherwise. Refer to of accep' pricenpafOuro)' essional',tn t I ti any structure Is ie responstbllit of t 1 val notes page and these web ates: ALPINE: www his dr8winp atry failure to build the on thi dr3wirlgg or cover page Le Qesi n shovTn. The suitability ALPINE MMIwm11iMM 2400 Lake Orange Or. Suite 150 Orlando FL. 32837 Job Number: N330051 I Ply' 1 I SEON• 54593 / T6 / HIP_ KM Cust: RR8975 JRef. IW9M89750141 TEENBLDR Oty 2 FROM: ALS DrwNo. 086.18.1216.15012 Truss Label: HJ3A / OF 03/27/2018 Loading Criteria (psf) TCLL: 20.00 TCDL 17.00 BCLL: 0.00 BCDL- 10.00 Des Ld: 47.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing. 24.0 " f-- 1'611 Wind Criteria Wind Sid: ASCE 7.10 Speed: 150 mph Enclosure Closed Risk Category: II EXP: C Mean Height: 21.55 fl TCDL: 4.2 psf BCDL 5 0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpc 0.18 Wind Duration: 1.60 Lumber Value Set: 138 (Effective 6/1/2013) Top chord 2x4 SP #2 N eot chord 2x6 SIP #2 N Lt Slider 2x6 SIP #2 N: BLOCK LENGTH = 2.000' Lumber value set " 13a" uses design values approved 1/30/2013 by ALSC Loading Hipjack supports 2-11-0 setback jacks 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. Provide (2) 0.131'k3.0", min. toe -nails at bottom chord. more 4'1 "7 4-1"7 Snow Criteria (Pg.Pt in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce NA Lu- NA Cs' NA Snow Duration, NA Code I Misc Criteria Bldg Code: FBC 61h.ed 201 TPI Sld: 2014 Rep Factors Used: No FT/RT:20(0)/10(0) Plate Type(s), WAVE D Deft/CSI Criteria PP Deflection in loc Lldefl L/# VERT(LL) NA VERT(rL) NA HORZ(LL): 0.001 C HORZ(rL) 0.002 C Creep Factor 2.0 Max TC CSI: 0.360 Max BC CSI 0.023 Max Web CSI: 0.001 VIEW Ver: 17.02.01A.1115.21 03/27/2018 22'3" N 7 iA V 20'0" 12 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W F 202 /120 /- /- /- /4.2 E 26 /- /12 /- /- /1.5 D 70 142 /• /• /- /1.5 Wind reactions based on MWFRS F Min Brg Width Req = 1.5 E Min Brg Width Req = - D Min Brg Width Req = - Bearing F 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 gqt Ire extreme care in fa neatin9 h ndlin9 sht In , installing and bracing Refer to and follow the latest edition of BCSI (BuildingdSafetyInformation, by TPI pnd'St CA) for safPepty raatces prior to performing these functions. Installers shall provideflterhpora r BCSI Unless noted otherm e,top chord shallhaveproperty attached structural shgathingaand bpott%r gI or .4hall haven poroper qtdceilinLocationsshownforpermanentlateralrestraintfwebsshallhavebr8drinslIledereCSe7BApp) y plates to each face. a truss and position as shown above and on the JOIn Detads, unless notetl otherwise. Refer to a division of n PI i, or tor r acceptance any sructure shall his wiI1p ap failure to build the ant tlrBwl I or over pa LedesgnshoQn. cThe sui Qe ility ALPINE NEHIr1M( eYMMY 2400 Lake Orange Or Suite 150 Orlando FL, 32837 Job Number. N330051 Ply: 1 SEQN: 76637 / T36 / EJAC Cust: R R8975 JRef. 1 W91VI89750141 TEENSLOR Qty, 3 FROM: ALS DrwNo: 086.18.1216.13793 Truss Label: EJ5R KM / OF 0327/2018 Loading Criteria (psf) TCLL: 20.00 TCDL: 17.00 BCLL, 000 BCDL: 10.00 Des Ld: 47.00 NC13CLL: 10.00 Soffit' 000 Load Duration 1 25 Spacing: 24.0 " T N QIj1 1 1'2"2 37'10 f-- 1'2"4 17"2 4'9"12 Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Part. Enc. Risk Category: II EXP: C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL 5 0 psf MWFRS Parallel Dist: 0 to hl2 C&C Dist a: 3.00 It Loc. from endwall: not in 4.50 ft GCpi: 0.55 Wind Duration: 1.60 Lumber Value Set: 138 (Effective 6/1/2013) Top chord 2x4 SP #2 N Sot chord 2x4 SP 92 N Webs 2x4 SP 93 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: N/ 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)/l0(0) Plate Type(s): WAVE Cal 13'2"8 V O Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL) -0 052 E 999 360 VERT(TL)- 0.089 E 999 240 HORZ(LL): -0.066 C - HORZ(TL): 0.075 C Creep Factor: 2 0 Max TC CSI: 0.468 Max BC CSI: 0.389 Max Web CSI: 0.156 VIEW Ver: 17 02 02A 1213.21 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W F 340 191 /316 /- 1114 /5.8 D 96 /74 /124 /- /- 11.5 C 170 190 / 108 1- 1- / 1.5 Wind reactions based on MWFRS F Min Brg Width Reg = 1.5 D Min Big Width Reg = - C Min Big Width Reg = - Bearing F is a ngid surface. Bearing F requires a seat plate Members not listed have forces less than 375# 9pp,M H F e o. 7Q8 1 r S co a, s, itONAL M.a.nra,tw r 03/27/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabnSatin9 h ndling shia in installing and bracing. Refer to and follow the latest edition of SCSI (Building Component S fety Information, by TPI ana'S9CA) & safety 01ractices prior to performing these functions. Installers shall provide terhporarY brad per BtSI., Unless noted otherwise tDp chordshallhave prooerN attached siructuralhg wing and PoenoBnl chogons 3 7 aro0elr0y attachrl4idceilingaLocationsshownorfermanedtlateralrestraintbfwebsshallhaveban`onstdlled I r cSl e as applicable Ap Ty plates to each face o truss an position as shown above and on the oin elails, unless note otherwise. Refer to ALPINE drawings160A-2 for standard plate positions. Alpine, a division of ITW Buitddl'nQ omponentS GrONp In .,sh811 not be responsiple for any deviation from this drawin ,a(iV failure to build the ,,,.,,, trussinofrtoa0withAN51lf11, or for handling shiApinq, inst#Ilation and bracing Qf trussesA seal on this dr winaq or over pagqee 2400 Lake Orange Or. ItstingthiscawingIndicatesaecepanefprogesspOnelqensneeringresponsibilityNsoleIvvforthedesignshOMTn.he sui[ahility andgseothisdrawingforanyspructuregsoeresponsibilityoftheBuildingDesigrferpefANSI/TPl 1 ge.2. Suite 150 For more mlermatan see tms' b's nerel notes end these web dues: ALPINE: www.al 'nanw.rem TPI: www, nst.a • SeCA• www sDOndus .mm ICC: www.ittsafe Orlando FL, 32837 Job Number: N330051 I Ply. t — — SEON. 54652 / T60 / JACK I Cust: R R8975 JRef: 1 W9M89750141 TEENBLDR Oty. 2 FROM: ALS DrwNo: 086.18.1216.15901 Truss Label: CJ3R KD / BAF 03/27120t8 Loading Criteria (psi) TCLL. 20.00 TCDL: 17.00 BCLL: 0.00 BCDL- 1000 Des Ld. 47.00 NCBCLL• 10.00 Soffit: 0.00 Load Duration- 1 25 Spacing: 24.0 " T SM 1'2"4 1'2"2 1'6"14 1,2"2 2,9" Wind Criteria Wind Std ASCE 7-10 Speed: 150 mph Enclosure: Part. Enc Risk Category: II EXP C Mean Height: 15.00 it TCDL' 4.2 psi BCOL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C8C Dist a: 3.00 ft Loc. from endwall: Any GCpi. 0.55 Wind Duration: 1.60 Lumber Value Set: 138 (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "t 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 C 12'2"2 0 9,4„ Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg NA Cr NA CAT: NA PP Deflection in loc L/defl Up Pf: NA Ce: NA VERT(LL): -0.011 E 999 360 Lu: NA Cs: NA VERT(fL): 0.014 E 999 240 Snow Duration- NA HORZ(LL)- .0 014 C - - HORZ(fL): 0.016 C Code I Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2014 RES Max TC CSI: 0.251 TPI Std: 2014 Max BC CSI: 0.397 Rep Factors Used, Yes Max Web CSI: 0 159 FT/RT 20(0)/10(0) Plate Type(s): WAVE i VIEW Ver: 17.02.01A.1115.21 And d" i o. Z08 1 o s S T O •: tV `` ••• " 1 cooV TONAL logo'` 03/ 27/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W F 247 / 54 1225 / - 174 / 5 8 D 54 /61 /80 /- /- /15 C 87 /46 149 /- /- /1.5 Wind reactions based on MWFRS F Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing F is a rigid surface Bearing F requires a seat plate. Members not listed have forces less than 375# Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. B - E 396 - 53 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS qquire extreme care in fabricating handling, shippin in$talling and braclnsl Refer to and follow the latest edition of BCSI (Building fSafelyInformation, by TPI . SBCA) I saffety ractices prior to performing these unctions. Installer shall provide terhpora BE. Unless noted otherwise,top chord shall have property attached structural shgathin and bo tam chhord shall hav a proQer Yv aidceilinLorationsshownforpermanentlattralreslr8in, elw bs shall have braanc insIled per BCSI sections Q3, 7 or 6to fle. A g y Dlates to each face, of truss and position as sh n arve and on the JoinfDelaits, unless noted otherwise. Refer to 60A- Z for standard plate positions. a division of r1 Yt 1; or for r acceptance any structure his draawing an failure to build the on thl, dr3wiXa or cover page Le 0gsign shown. The suitability www tpinsl org. SBCA. www ALPINE NEn., uM+n 2400 Lake Orange Or. Suite 150 Orlando FL, 32837 Job Number: N330051 Ply: 1 SEON: 54698 / T27 I JACK I Cust: RR8975 JRef: IW9M89750141 TEENBLDR Oly: 2 FROM: ALS DrwNo: 086.18.1216.15885 Truss Label: CJ1R KD / BAF 03/27/2018 Loading Criteria (psq TCLL: 2000 TCDL: 17.00 BCLL: 0.00 BCDL' 1000 Des Ld: 4700 NCBCLL. 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " T N 1 12 6 C::—,- C 1112X4 11'2"2B A T O N 47 O fV 9,4„ E D 1113X6 f -- 17„4 — —}— T. —{ Wind Criteria Snow Criteria (Pg.Pf in PSF) Defl/CSI Criteria Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT NA PP Deflection in loc Udefl L/# Speed 150 mph Pf: NA Ce. NA VERT(LL): 0.000 8 999 360 Enclosure: Part. Eric. Lu. NA Cs: NA VERT(TL): 0.001 8 999 240 Risk Category: II Snow Duration: NA HORZ(LL): 0 000 B - EXP: C HORZ(TL): 0 000 B Code I Misc Criteria Mean Height 15 00 it Creep Factor: 2.0 TCDL 4.2 psf BCOL: 5.0 psf Bldg Code, FBC 2014 RES Max TC CSI 0 251 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.006 C&C Dist a: 3.00 It Rep Factors Used: Yes Max Web CSI: 0 150 Loc. from endwall: Any FT/RT:20(0)/10(0) GCpr 0 55 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 Sot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "138" uses design values approved 1/3012013 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. 03/27/ 2018 Maximum Reactions ( Ibs) Loc R / U /Rw /Rh /RL /W E 203 / 105 / 226 I - l - 15.8 D 15 / 7 /18 I- /- /1.5 C -44 / 78 / 54 / - 136 / 1.5 Wind reactions based on MWFRS E Min Brg Width Req = 1 5 0 Min Brg Width Req = - C Min Brg Width Req = - Bearing E is a rigid surface. Bearing E requires a seat plate. Members not listed have forces less than 375# Maximum Web Forces Per Ply (Ibs) Webs Tens. Comp. B - E 504 - 208 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fa rig in9 hh!Cho ttl1dling shiapin installing and bracing. Refer to and follow the latest edition of SCSI (Building Safety Information, by TPI and'SGA) f0i safety radices prior to performing these functions. Installers shall provide tem oraN CSI. Unless noted olherwise,toprd shallhaverod ceiling. LocationsshownforDmanentlateralrestraintbtwbsshallhavebraann-ns alled oer BCSI sedtons Q3 87 or 810y fle. Ap Ty plates to each face of truss and position as shown ave and on the JornfDetails, unless noted otherwise. Refer to 60A-Z I r standard plate pos ttons. a division of notes page and these web not failure to buildthe or he ,Spa ALPINE NE awe 2400Lake Orange Or. Suite 150 Orlando FL.32837 Job Number: N330051 TEENBLOR Truss Label: HJ5R Ply: 1 I SEON• 54700 / T8 / HIP_ I Cust: R R8975 JRef. 1 W9M89750141 Oty. 1 FROM: ALS DrwNo. 086.18.1216.13872 KM / BAF 03/27/2018 T/ N Of C 137 4 N Q 9.4,. F-- 1'8" 2 11 1'5" 3 5712 1'5" 3 6'8"15 Loading Criteria (psi) Wind Criteria Snow Criteria (Pa.Pt 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 Pf: NA Ce: NA VERT(LL): 0.033 E 999 360 F 320 / 193 I . l - I - 174 BCLL: 0.00 Enclosure: Part. Enc. Lu. NA Cs: NA VERT(fL): 0.126 E 999 240 D 76 / - 129 / - I - 11.5 BCOL: 10.00 Risk Category. II Snow Duration: NA HORZ(LL): 0.034 B - C 252 / 176 / - / - / - / 1 5 Ld: EXP: C HORZ L . 0.080 B Wind reactions based on MWFRSDes CL 0.000 Mean Height: 15.00 ft Code I Misc Criteria Creepactor: 2.0 F Min Brg Width Req = 1.5 Noffit: 0 . 0 TCDL: 4.2 psf D Min Brg Width Req = - Soffit: 0.00 BCDL: 5.0 sf Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.884 P C Min Brg Width Req = Load Duration: 1.25 MWFRS Parallel Dist, 0 to h/2 TPI Std: 2014 Max BC CSI: 0.315 Spacing: 24 0 " C&C Dist a: 3 00 ft Rep Factors Used: No Max Web CSI: 0.141 Bearing F is a rigid surface. 9 Bearing F requires a seat plate Loc. from endwall: NA FT/RT:20(0)/10(0) GCpi: 0.55 Plate Type(s): Members not listed have forces less than 375# Wind Duration 160 WAVE VIEW Ver: 17.02.02A.1213.21 Lumber Value Set: 13B (Effective 6/l/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP 02 N Webs 2x4 SP #3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Loading HipjaCk Supports 4.9.4 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Additional Noteslpputnrurqur Provide (3) 0.131 "x3.0", min toe -nails at top chord. Provide (2) 0.131"x3 0", min. toe -nails at bottom chord. `;`P• GE ••S ` 1/;,•, F i j O. T08 I to • ST O ••• tiA COAoruA fr,rrltNt OMM018 WARNING' READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS russes require extreme care in fabricating h ndlin9 shlD in , ingtalling,and bracing Refer to and follow the la est editiGn of BCSI (Building omponent Safety Information, by TPI and'S CA) fa) safe practices prior to performing these functions. Installers shall provide terhporarrYy bracin per Bt:SI Unless noted ovlerwise,top chord shall hve property attached structural sheathin and boltam chord ghall havfl a pro erly attachd rigid ceAilinlq. ocations shown for aermaneat lateral restrSint bf webs shall hav braunganalled pfr BCSIse coons f33, B7 or 10, as app icatne. pppp y pp atEs to each face• o truss an position as shown above and on ire oin a ils, un ess noted otherwise. Refer to ALPINEdrawings160A-Z'for standard plate positions. Alpine, a division of ITW 8 itddl1ng om nenlss Grooupp In ._shall not be re pponsiple for an deviation from this dr winq,a failure to build themawc truss in conformance with %NSI 1 1. o for hantlllrf shipping, instpllat10n and bracing of trussesA Seal on this dr8wilrfqq or over poggo 2400 Lake Orange Dr y listing this drawing Indicates acceptance of proTessionaf en Ineerina responsibili v soleN for the desi n shovTn. he suitability Suite 150andLeasofthisdrawingforanystructureistheresponsibilitoftheBuildingDesigrferpefANSI/TPI 1 Sic.2. For more information see thisjob's general rotes page and these web sites: ALPINE: www.al inedw.com• TPI: www.tpinst a • SaCA: www.abdndus cam. ICC: www tccsate orp Orlando FL, 32837 Gable Stud Reinforcement Detail ASCE 7-10: 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or, 140 MPH Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Orl 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Orr 120 noh Wind Soeed. 30' Mean Heloht. Partially Enclosed. Exposure D. Kzt = 1.00 S 2"Brace Gable Vertical Spacing Species Grade No Braces 1) Ix4 'L' Brace is 1) 2x4 'L' Brace 2) 2x4 'L' Brace 1) 2x6 'L' Brace is 2) 2x6 'L' Brace on Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B CJQ J U 191- 1 S P F H F N1 / N2 3' 8' 6' 3' 6' 6- 7' 5' 7' 8' e' 9' 9' 2' 11' 7' 12' 0' 13' 9' 14' 0' N3 3' 6' 5' 5' S' 9' 7' 2' 7' 7' B' e' 9' 1' 11' 3' It, 11' 13' 7' 14' 0' Stud 3' 6' 5' 4' 5' e' 7' 2' 7' 7' e' e' 9' 1' 11' 2' it, It, 13' 7' 14' 0' Stn# S P D P L 1 3' 0' 6' 4' 6' 7' 7' 6' 7' 9' e' it, 9' 3' ll' 9' 12' 2' 13' It' 14. 0' N2 3' 8' 6' V 6' 6' 7' 5' 7. 8' e' 9' 9' 2' 11. 7' 12' 0' 13' 9' 14. 0' N3 3' 7' 4' 10' 5' 2' 6' 5' 6' ill' e' 9' 9' 1' 10. 1' 10, 10' 13, 8' l4' 0' Stud 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' e' 9' 9' 1' 10' 1' 10' 10' 0, 8' 14' 0' Standard 3' 3' 4' 3' 4' 7' 5' 8' 6' 1' 7' 9' e' 3' e' 11' 9' 7' 12, 2' 13' 0' U Q/ U U o S P P u PHl N1 / N2 4. 2' 7' 2' 7' 5' e' 5' e' 9' to, 1' 10' 6' 13' 3' 13' 9' 14. 0' 14' 0' N3 4' 0' 6' 7' 7' 5' 48' ' 8' 8' 9' I1' 10' 4' 13' 1' 13' 7' 14' 0' 14' 0' Stud 4' 0' 6' 7' 7' 0' B' 4' 8' 8' 9' it, 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, 10' 12' 8' 14. 0' 14' 0- S P D P L N1 4' 5' 7' 3' 7' 6' 8' 7' e' ill' 10' 2' 10' 7' 13' 5' 13' It' 14' 0' 14. 0' N2 4' 2' 7' 2' 7' S' 8' 5' 8' 9' t0' 1' 10' 6' 13' 3' 13' 9' 14. 0' 14' 0' N3 4' V 5' 11' 6' 4- 7' It' 8' 5' 10, 0' 10' 5' 12' 5' 13' 3' 14' 0' 14' 0' Stud 4' 1' 5' 11' 6' 4- 7' it' e' 5' 10, 0' 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' 11' 0' It, 9' 14' 0' 14' 0' d X d c L U O i S P F LJ Ffl N1 / N2 4' 8' 7' 11' e' 2' 9' 4' 9' e' 10, 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' N3 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' 10, it, IL' S' 14' 0' 14' 0' 14. 0' 14' 0' Stud 4' S' 7' 7' 8' 1' 9' 2' 9' 6' 10, it, It' 5' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' S' 6. 6' 6' It' 8' 8' 9' 3- 10, it, 11. 5' 13' 7' 14' 0' 14' 0' 14' 0' S P D F L NI 4' 10' 0' 8' 3' 9' 5' 9' 9' it, ' 11' e' 14' 0' 4' 0' 14' 0' 14' 0' N2 4. 8' 7' ill' 8' 2' 9' 4' 9' 8' 11' 1' It' 6' 14. 0' 14' 0' I4. 0' 14. 0- N3 4' 6' 6' LO' 7' 3' 9' L' 9' 7' ill' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14. 0- Stud 4. 6' 6' to- 7. 3- 9. 1' 9' 7' ill' 0' 11. 6' l4. 0' 14' 0' l4. 0' 14' 0' Standard 4' 5' 1 6' 1' 1 6' 5' 1 8' 1- 8' 7- 10' 11' 1 11' 5' 1 12' 8' 1 13' 7' 14' 0' 14' 0' aymn Aboutl able Truss Diagonal brace aptlory T vertical length nay be I doubled when diagonal l8' NI brace Is used Connect 1 diagonal brace for 6900 'L' at each end. Max web Br ce total length Is 14'. t 2x6 W-L 42 or better diagonal Vertical length shownK braces single B' 11111 1 Iflll / In table above. or double cut iK fhyf las shown) at L 1 upper end. • 1 s e •e Connect dlagara at ' • • midpoint of vertical web. Refer to chart ov or m x able ver Ic en e11AMMM WAD AND FOLLOW ALL NOTES am THIS MAVDRO i • Q. wasse my noossi net mAVD1a TO ALL coxteActoes DaAmm two oa1TALLnm_Z Trn,sses require extrene care In faMlcat•ve, hendlp, shpp•r. Instaltlp aM ixmeb p Mrofaaa. the latest a@tlen of ICU (NVrap Conpanont safety In er1=0 s TPI and SNG) tlua prior to perforNq these functlonz Installers shall prove•tenpawrr "(barnyllsrot•d atnerdse, top Chard sadl haw properly attached itruee 6 .heaverp a/dIs/ shell hews A preper(y attached;rpp eNNYbqq., L•C.tanls sheen for perronent latersl restrf S IJf1shallhawbrach0bntalledperNCSIwcef.re S3. N7 w Sill, as applicable. Apply plates to • Q d O 1 of truss am petition as as- above aro on the Joint Details. Ness noted oWrdso. • • , ILf7 Rorer to dwawfto I6M-z for standard plate pedtlft . • . • ( Alpine• a division of ITV luidro Components Group IK. shall not be respensma for tear do ' •tea• ` •• v 3 AN LTW COMPANY this drowhN, my failrre to 4AId the truss In cenfermarce .hh Matrtpt I. ar for handYq shppin o•a •d \ .F Installation • b.is de1 trusses. waAasfIhtlrarawheorCowerCape0wewrN this draweq. Mcatef acceptance of prdresslonal Ott 137231 R8werponlDriveorldrle6- respond" solely for the deAan sheen iM Wta=y wM use of trill drseYlg A SION AL N I I Sral•1200 rer terry CW% COea Is tin respons i/ty eI the Yd is Dfahsyer per A161/TPI I Sect. 411,y I l MaryIeMl Hdphis,I MO% 63441 For here Marwatbn sw toll Job's Neural roes ppssM era thew •eb stun C'nA rrtnm»a n I NfIBIN111NNAs ALPDID . wA (. Cams TPb .•.. star SNCM wwubcbaustrys l [CL .e Ycwhary_ _ _ Bracing Group Species and Grades, Group AI S ruce- Pine-Fir Hen -Fir N1 / N2 Standard N2 Stud N3 Stud N3 Standard Dou las Fir -Larch Southern Pinese N3 03 Stud Stud Standard I I Standard Group Bi Hen -Fir 111 t Btr NI Dou ins FIr-Larch Southern Pine NI INI 02 1N2 lx4 Braces shell be SRB (Stress -Rated Board). mFor Ix4 So. Pine use only Industrial 5S or Industrial 45 Stress -Rated Boards. Group B values nay be used with these 2tLqes. Gable Truss Detail Notesl Mind Land deflection criterion Is L/240. Provide uptiFt connections for 135 plf over continuous bearing ( 5 psf TC Dead Load). Gable end supports land from 4' O' outlookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with lad (0.128'x3.0' nln) nails. K For ( 1) 1.' brace- space nails at 2' C.C. In 18' end zones and 4' o.c. between zones. KWor (2) ' L' braces- space nails at 3' o.c. In 18' end zones and 6' a.c. between zones. L' bracing must be a minima of BOX of sob member length. Gable Vertical Plate Sizes Verticat Len th No S lice Less than 4. 0'1 x4 Greater than 4' 0', but 4X4 less than 12' 0' Refer to cannon truss design for peak, splice, and heel plates. Refer to the Bustling Designer far conditions not addressed by this detail. MAX. TOT. LD. 60 PSF MAX. SPACING 24.0' REF ASCE7- 10-GAB16030 DATE 10/ 01/14 DR WG A16030ENC101014 l IT RelnfoiMent Go Tr Gable Detail For l_Pt-in VPrtirnls Gable Truss Plate Sizes pproprlate Alpine gable detail For e sizes for vertical studs. Engineered truss design for peak, 6, and heel plates. vertical plates overlap, use a to that covers the total area of lapped plates to span the web. e. 2X4 2X4 2X8 rroviae connections ror uptlrt speclrlea an the engineerea truss aeslgn. Attach each 'T' reinforcing member with End Driven Nails, 10d Common (0.148'x 3.',min) Nails at 4' G.C. plus 4) malls In the top and bottom chords. Toenalled Nnlls- 10d Common (0.148'x3',min) Toenails at 4' o.c. plus 4) toenalls In the top and bottom chords. This detail to be used with the appropriate Alpine gable detnll for ASCE wind load. ASCE 7-05 Gable Detail Drawings A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 ASCE 7-10 Goble Detnll Drawings A1I515ENCICIO14, A12015ENCL01014, A14015ENC101014, A16015ENC101014, A18015ENC101014, A20015ENCIOl014, A20015ENDI01014, A20015PED101014, A11530ENCI0I014, A12030ENCLOIO14, A14030ENC101O14, A16030ENC101014, A18030ENC101014, A2003CENCI01014, A20030ENDIOIO14, A2003OPEDIOIO14 Si1515ENC100815, S12015ENC100815, S14015ENCLOOSIS JW00815, S18015ENC100815, S20015ENC100815, S20015ENDI 01 0 ET196 yj, S11530ENC100815, S12030ENC100815, S14030E 6030EMC1 S18030ENCIO0815, S20030ENC100815, S200Vfft M'` lsJ` SeeappropriateAlpinegabledetailfornnxiAyr T' Reinforcement Attachment Detail T' Reinforcing 'T' Reinforcing Member Member Toe- nall - Or - End -nail To convert from' to 'T' reinforcing members, multiply ' T' Increa'Lse by length (based on appropriate Alpine gable detnll). 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 Example- ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft. Kzt = 1.00 Gable Vertical = 24'o.c. SP R3 T' Reinforcing Member Size = 2x4 T' Brace Increase (from Above) = 30% = 1.30 1) 2x4 'L' Brace Length = 8' 7' Maximum ' T' Reinforced Gable Vertical Length 1. 30 x 8' 7'= l 1' 2' T' Re1nF. Mbr. Size T' Increase 2x4 30 2x6 20 WAie@do RYAD NO FOLLOW ALL MISS a THM DRAVDIo REF LET -IN VERT waDPOITNRnFURNllTHMMAVDGTOALLCOrtRACTMOCLUODtrt1EGISTTenses req. re extreme care In febrlcating, hanatb,p, Adippinp. InstallErq and K DATE 10/O1/14 followthelatesteditionof2CStOidldingComponentsafetyIMermntlan, by TPI end safetyracttces priertoperfarwYpthemefux:ttons. tnctaUees shall provide temporaiC.nless noted otherelse, top derd shalt haw properly attaced structural eheawrDRWG GBLLETIN1014 rshall have a propsNy attadrd Hale at ig, Locations seven for permanent lateral hall have bracing Installed per SCSI actions 33, Ri or 210. as applicable. Apply pleas oI truss aM ppoosrdan as am n allow and an the Joint Details, uMess noted other.lw. O •a a C• d LpRefertodraewpsIWA-z far standard plate positions as e•f' Alpine, adMslenoftTVRWdidinngpComponentscrapInc. shell hot be responslM* for any devla ee........ a V\ AN RWCWFIANYthisdrow4p, any faluv to b.ld the truss h conformance elth AMSVTPI 1. or for haMlny shppbp, Installation a bearing of trusses. `rs/Nl1l. N MAX, TOT. LD. 60 PSF A seat on this drawing ter cover page Usting this drawing. Indicates acceptance of professional Aq 1 `at` DUR. FAC. ANY 111372MRNerpontOdve responslillbSolelyfartlramtlaenThep/rabillty .M .se ter /Ns draeYmp t t Sudel 200 for any seruetw to tin responalillty of tied udip r par ANSI/IPI 1 Sect 0A M"ndl Hepht$.%Mot 63043 For rare Infarnation sea this Job's geme at notes page and thew .eb sttea 018 MAX. SPACING 24.0' DO e.wa twJ:Ml tPl. ses. I SBCA...w.sbclndustrI WD aeelccsafe Gable Stud Reinforcement Detail ASCE 7-101 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or, 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or, 140 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Or, 120 moh Wind Soeed. 15' Mean Heloht. Partlolly Enclosed. Exposure D. Kzt a 1.00 S 2x4 r.Bce VerticalNo pacing Species GBraces 1)Ix4 'L' Brace 1) 2x4 'L' Brace 2) 2x4 'L' Brace 1) 2x6 'L' Brace 2) 2x6 'L' Brace Gable Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B O1 J U o U S P F HF k1 / k2 7• 0' 7 8, 1' 3' 7• 121 e, 14' 0' 14. 0' k3 3' 8' S' 9' 6. 2' 7' 8' 7' it' 9' 1' 9' 6' 12, 0' 12' 6' 14' 0' 14' 0' Stud 3' 8' 5' 9' 6' V 7' 8' 7' It' 9' 1' 9. 6- 12, V 12' 6' 14. 0' 14. 0' Standard 3' 8' 4' 11' S' 3' 6' 7' 7' V 8' 11' 9' 6' 10' 4' it, 1' 14' 0' 14' 0' S P D F kl 0' 61 e' 6' ' 7' 0' e' 2' 9' 4' 12, 9' 14' 0' 14. 0' k2 3' 10' 6' 7' 6' 10' 7' 9' B' 1' 9' 3' 9' 7' 12, 2' 1 12, e' 14' 0' 14' 0' k3 3' 9' S' 3- 5' 7' 6' it' 7' 5' 9' 2' 9' 7- to, It, 11' e' 14' 0' 14' 0' Stud 3' 9' 5' 3' 5' 7' 6' 11' 7' S' 9' 2' 9' 7' to, ll' 11' e' 14' 0' 14' 0' Standard 3' 6- 4' 7' 4' It' 6' 2' 6' 7' 8' 4' e' 11' 9' e' 10' 4' 13' 1' 14' 0' U i 01 U O S P F u Ffl kl / k2 4' 5' 7' 6- 7' 9' e' to, 9' 3' 10' 7' It, 0' 13' it' 014' ' 14' 0' 14, 0' k3 4' 2' 7' V 7' 9' e' 9' 9' t' to, S' to, to, 13' 9' 14' 0' 14' 0' 14' 0' Stud 4' 2' 7' V 7' 6' 8' 9' 9' 1' 10, 5' to, l0' 13' 9' 14' 0' 14' 0' 14' 0' Standard 4' 2' 6' V 6' S' 8' V 8' 8' 10, 5' 10, to, 12, 8' 13' 7' 14' 0' 14. 0' P D F L k1 4' 7' 7' 7' 7' 11' 9' 0' 9' 4' to, 8' It, 1' 14. 0' 14' 0' 14' 0' 14' 0' k2 4' 5' 7' 6- 7' 9' 8' to, 9' 3' 10' 7' el' 0' 13' 11' 14' 0' 14' 0' 14' 0' k3 4' 4' 6. 5' 6' 10' 8' 6' 9' 1' 10' 6' 10, 11' 13' 4' 14. 0' 14' 0' 14' 0' 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' e' 0' to, 2' 10, to, 11' 10, 12' 7' 14' 0' 14' 0' 12 d L3 X d LJ O r-t S P F LI FH1 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' e' 2' e' 5' 9' 8' to, 0' lV 6' 12, 0' 14' 0' 14. 0' 14' 0' t4' 0' Stud 4' 7' e' 2' e' 5' 9' 8' to, 0' el' 6' 12, 0' 14. 0' 14' 0' 14. ' 0 14. 0' Standard 4' 7' 7' 0' 7' 5- 9' 4' to, 0' It, 6' 12' 0' 014. ' 14' 0' 14' 0' 14. 0' P D F L kl 5' 1' e' 5' e' e' 9' 11' 10, 3' 11' 9' 12' 3' 14' 0' 14' 0' 14' 0' 14' 0' k2 4' 10' 8' 3' 8' 7' 9' 9' to, 2' It' 7' 12' V 14' 0' 14' 0' 14' 0' 14' 0' k3 4' 9' 7' 4' 7' 10' 9' 8' to, t' ll' 7' 12, 0' 14' 0' 014' 14' 0' 14. 0' Stud 4' 9' 1 7' 4- 7' IO' 1 9' 8' to, 1' 11' 7' 12, 0' 14' 0' 14' 0' 1 14' 0' 14' 0' Standard 1 4' 7' 1 6' 6' 6' 11' 1 8. 8' 1 9' 3' 1 It' 6' 12' 0' 13. 7' 14. 0' 1 14' 0' 14. 0' ble Truss magoral brace optmw Tverticallengthnaybe doubled when diagonal 18 brace Is used. Connect L diagonal brace for 60011 L' Kitateachens. Mow web Br ee total length Is 14'. 2x6 DF-L 02 or better diagonal T1 Vertical length shown brace) single B' In table above. or double cut L I4S• as drown) at upper end. ai nnCoect diagona at midpoint of verticat web. Refer to chart qj aWAR10IMM READ AIM FOLLOW ALL MOIES ON THIS ORAWDO at WMTMff- FUIPM THIS IRAWM TO ALL CDIReACTDRS De1UDING THE INCTAIM2Z!iTrusses "oAre ..tritam. cNCareinfabrlcate,p, hamdhp, blft•l1b p W byb p R•I fattas latest St (SAdIne COVOr M Safety Infermetlen, by TPI SRCAI I twidenofendproetYesprior to per -for" those functions Instaaers SMO provide temperery Yrae O s Wdess rated otherslte, tap chord shall have attached struatur•1 sMawrq ud bt properly shadhave a praperly attattltd rlDld cN+Q. Lomtloms oft- for perwenent 1•eew resWne O*U have /-Crop wat011ed St el, 27 110. Apply to 0 Q Oper see: tbro or as applleetle. plates of trust • M peswon u sown •bow aM an the Join! Metals, Wdess noted Otloretse. ' R•Irr to drasYips t60A-: forstandard plate positions. AN fIWCAMIMf/ Y NOW. O dMsen of ITW IhAdhe Components Group tee. Shall met be "Spanslde for devbtl tits tlrasblp, wry fait ro to taidd the truss In oonfor-Cf, with ANSI/TPI 1. Or for •n sip illation a s = of trusses. A meetthis dresbq. edeates •ooept•wee Of profOsserol am thistasfqorsavorUsallOitaeforgoASthr -0 of Oft draeft SWIM 20lvarpon\ Suite\ 200heriany rucbre inthetyattooRvdhRDesgropsrA16[[ t socA I Ma" noi% N4ftles.\Mo\63443 Far nave ttfer'matlen see this Jeb'f sacral notes yCSpa •M those seb seem ALPDE www. a twteq TPI. eww. SRCb m.sbaMustryorg, [CG o"AccoafeAm a 0NAI. E Bracing Group Species and Grades, Group AI S wce- Pine-Fir Hen -Fir NI / N2 Standard 02 Stutl N3 Stud 03 Standard Dou las FM -Lerch Southern Piness 03 03 Stud Stud Standard Standard Group B, Hen -Fir NI L Btr N1 Dou lax Flr-Larch Southern Plne NI NI 42 N2 Ix4 Braces shell be SRB (Stress -Rates Board). For Ix4 So. P" use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values nay be used with these grades. Gable Truss Detall Notes, Wind Lead deflection criterion Is L/240. Provide uplift connections for 75 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 loot (0.128'0.0' n1m) melts. ik For ( 1) 'L' brace, space nags at 2' ox. In 18' end zones and 4' o.c. between zones. KWor (2) ' L' braces- space melts at 3' o.e in 18' end zones and 6' ac. between zones. L' bracing must be a mlNnun of BOX of web member length. Gable Vertical Plate Sizes Refer to common truss design for peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detail. Vertical Len th NOS Ice Less than 4. 0' 2X3 Greeter than 4. 0', but less than 11' 6' 3x4 Granter then ll' 6' 4x4 MAX. TOT. LD. 60 PSF MAX. SPACING 24.0' REF ASCE7- 10-GA816015 DATE 10/ 01/14 DRWG A16015ENC101014 CLR Reinforcing Member Substitution T-Reinforcement This detail Is to be used when a Continuous Lateral Restraint (CLR) or T-Relnf. Is specified on n truss design but an alternative web L-Reinforcement: or reinforcement method Is desired. L-Relnf. Notes: This detnll 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 2x3 or 2x4 2 rows 2x6 2-2x4 2x6 1 row 2x4 1-2x6 2x6 2 rows 2x6 2-2x4GIO 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6W T-reinforcement, L-reinforcement, or scab reinforcement to be some species and grade or better than web member unless specified otherwise on Engineer's sealed design. 310 Center scab on wide face of web. Apply (I) scab to each face of web. Apply to either side of web narrow face. Attach with 10d (0.128'x3.0',min) malls at 6' o.c. Reinforcing member Is a minimum 80% 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 801 of web member length. rrrhy Arm _ li Scab s rWISSOMM K"0 Alm FOUAW ALL $111m ON no O "vp101 L PSF REF CLR Subst. oa TMff RIMl S "(12 RUWI 6 to As1 C[InUft'UNt Itt7Li cm TW OaTALLM S • 7rwsos r.P&s o.V~ eons In faorlcotsp. MMYip, tl p1 r, Instal0p M Rotor ,d j MUG. eho I.t opt edition or RCSI <R•enp taperrn<:.aq tr lenrelen ly TPI ad`" iul for A1y . C DL PSF DATE 10/01/14 pr etlCN pr6w to perfar.4- tire• r' __ tnetall.rs sh.0 provide b'wtti Oar who, , rted other.ma, top chop• shall Mv. prepsHy attad- stwchrN snow •rd !e SAT O ' BC DL PSF DRWG BRCLBSUB1014 r sfrUhave • property attached rl s eMtq. Locations shown for psnrrrM Iste'al tr•ht .till •• • BC LL PSF fn111 s/rll how hradrp sutwUed per t sectlo 23. R7 ar •10, as wpokfitic Appt plwtse to eoOrrf • Q 1 o oft .M posnten u sho.n •iev. wad en tho Je It IMtLLe, were not.d o t, Rsfsr to orawYlRs 16M-2 roe otwneard pate poswmr, • Alpine, • dhisrn of ITV tandbp Copenents Gaaqq the. shaU not be responsltse roe u•ryy wwtrn . • `i TOT. LD. PSF AN RWOOWIMNYtidedrowYlp, ery tau" to bAd the truss 11 cmfornance .IU1 NdInK t. or Iop hordhp, s pbiy • a'•wa...•a•a •iw` laden L trwCV of Musses. Vv A awl on this soave ar aaR P•0• Ustrq this 0-1,4, rdest" wccopts s, of praf.eslo.rl 13723%fte" Mthree •N•I••••Ip sol.ly far eta dsslpn er... tlr ws.tluhr a.r ,.. or ar dr..Yio 4 Sror AL N tt DUR. FAC. 11 Swal 200 par uy stneOr. h fir r•fpe..tbslty W fir s&AdftQo w t note O.r A16t/fPt 1 SOCA */r/411 AWA MarymM\Nepnm,\ IAO\•30l] roe non Mropwwern see vAs job's pwnerwl .re.s pope am those wob ae.o /2018 SPACING AI.PtIFv.a Mbeawl 7PG o.. star S•C". ms M . IOD ...1ccpNAA 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 plates) 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 Nall Material Connector Plates Substitution SP, DF-L, HF, SPF Alpine 20-gage Wave I Nall replaces 2 teeth SG )= 0.42) Alpine 20-gage H 1 Nail replaces 2 teeth Alpine 18-gage S 1 Nall replaces 2 teeth Nall 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 3x2 and 4x2). Line Typical Joint Configurations. This tjll!tpegre 4901sy Joint Configuration. X •dd•a .J.14 4 This Detail Is Applicable On( Or t-, rfector Plate Has Been Offset No More Than 1/2' Frora0•. e n o wig On The Truss Design Drawing. mwmm mm K. Ahm Pniw ALL 01. a It. mAVRa • REF NAIL REINFORCEMENTMOTMfIoIRMMV= WAV M6 M ALL CWRACTIM 09LUM . 01R 01-114 e 0. 7081 : i0. aw apt. estano eaa t+ PLO" —9 Ir t 2Y stalUnp and RsPa to auh• Islas end wrest eatuon of ltSt (46iR Cmyarrne LP.q G f•r+rtMu. Yy TPI.nd t1G) felt : = DATE 10/01/14 pa es Orbor to per to" tees. P•=o InstaUws shalt prevNs btoj ary ba p Ia Dress mtsd o *I", top eord shalt he" prapmty &hated svrctwal aMaMep and eyed DRWG REPPLTNL1014ashalthawaproperlyattatedcLooattsreseaonPerpenaeentEA. of shalt have OracGiR VaWed Poe 23.17 or 210. as appllesue. Apprr plates to IfP- S 1 O of buss and shUon as shown above me an the Joh t Dotals, wises noted aeheratss. I a t • d O Rofar to chaps 16M-= Per standard plate posMoe `: 4& Ct Alp•e. • dMsb aI ITV tVdYa Cehpenents Gc tleLL rot M ripe " Per uy davia AN IM O MMIiY eNs da.eq, m y Palwv to held tee taus ti con arnaKe am AMaRPI 1. or Par M elwR. R•ao , aaa watallation 9 OraAsealawthis Ka•q mvor paga Ustlp 06 dasbp, baltatss •eewPtse'ae of prdesslmal ••• a.,•ss• llunA ibvmpom Onve •h'••r•'Ry W V RTMi ryN 6VI M l Swe P. P t Ier wa .er„t0,.' o°" y. d'sbn aNAI. MoI.lrytsnd% Heights.% MO% 63043 Par ears MmwavM sae tMs J.O•s g1rral nets paps .nd e ea sob Bless, `wI* AIJME wsaa t.tonh tPG oss, SICJIr woos h IOD LeAm I VALLEY FRAMING & BRACING DETAIL I Lumber Size and Grade Minumum Requirements Ridge board... 24Imin) 62 Southern Pine or better, ' Rafter spans Ztr.W at less-. (A) 2x6 SP a2, SPF al/a2, OF a2 at better 812.6 SP 92, SPF a 1/a2. OF 02 or better Purllns/Lotarai bracing_. 2a6 SPFS2, HF 42. OF 02 or better Sleepers-. 2x(wldth of rafter seat cull SPF 93 or better 2 parallel 2x6 SPF a3 Cripples and blocking_ 2x6 SPF $13 or better Truss Below_. See design - Southern Pine Material RIDGE BOARD 2x) 1 Height of Valley COLLAR BEAM. EVERY THIRD PAIR OF RAFTERS TYPICAL COMMONS 2s4 8 L CW NG 2a4 Punin 2e SPACED 24' O.C. (where no sheathing i GENERAL NOTES Purling required 2'-0" O.C. in absence o1 plywood sheathing. Trusses without sheathing applied must be evaluated accordingly. Purling 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 purlin with a minimum of 8-8d (0.131"ItL6") common wino nails. Effects of not providing sheathing below a valley set must be ovalualed by the building designer. This drawing applies to valleys with the following conditions: Spans (distance botwoon hoots) 40'-0" or loss Maximum valley height: 14'-0" Maximum mean roof height: 30 foot ASCE 7-05,140 mph, Enclosed, Cat II, Exp 6,1=1.0, Kit=1.0 Or A Maximum of ASCE 7.10, 190 mph, Enclosed, Exp 0, Kit-1.0 TRUSS TRUSS UNDER VALLEY FRAMING VALLEY RAFTER OR RIDGE CRIPPLE Cripples 4'-0" for 30 psf (TL) and 20 psf (TO) Max. Space the crippes for each row starting from the valleys or sleepers and working Inward to the ridge board so that cripple locations are staggered between rows. T 0- O.C. (TYp) Connection Requirement Notes I I 1. 2x6 rakers to ridge 4 lfid toe -nails Attachment can be made directly 2. Cripple to ridge 4 26d toenails or through plywood sheathing 3. Cripple to rafter 416d toe -nails by by cutting a 2"x6" notch In sheathing face -nails i•.e" TYPICAL Rafter t0 steeper or blocking S 116d6dtoe -nails eRafter to two 2x6 sleepers 4 16d toe -nails S. Sleeper to truss 416d toe -nails Two 2x6 sleepers to truss 3 16d toenails each sleeper & truss 6. Ridge board to roof block 416d toe -nails 7. Ridge board to truss 416d toe -nails 8. Pur in to (Typ) 3 16d toe -nails 9. Truss to blocking 4 16d toenails 10. Truss to cripple 416d toe -nails 11. Truss to cripple 416d toe -nails 12. Cripple to purlin 316d toe -nails 13. Collar beam to rafter 416d toe -nails CRIPPLE, BRACING, & BLOCKING NOTES NOTE: 16d (0.162"0.S") COMMON NAILS 2x4 continuous lateral restraint (CLR) min. Is required for cripples 5'-0" to 10'•0" long nailed w12 -10d (0.148"x3") nails. Or 2x4'T' or scab reinforcement nailed to flat edge of crippple with tOd j0.128"x3.0") nails at 6" o.a "T" or scab must be 80% of cripple length. Cripplasover10'-0 long require two CLWs or both faces wf "T" or scab. Use stress graded lumber & box or common nails. Marrow edge of cripple can face rldgo or rafter, as long as the proper number of nails are Installed Into ridge board anstall blocking under rafter If sleepers are not used. anstall blocking under cripples If cripples fall between I \\1 lowertrusstopchordsandlateralbracingIsnotused. Apply all nailing In accordance to currant NOS rooqquiroments. Nails are common wire nails unless noted othorwiso. ,v.l MVAWm1Oa• RCAll Alm nXLaV ALL M ES Ol THIM aRAW00 ssaplRraiff FARM na RAV" TD ALL CansicTats tacuma6 He eLS &UMLS Trurss. s roes• .etr.ro car• In fabrte.tMe, 11"' e, Wpplp, and aeacina tt«efit, f• tlas the latest ed an of SCSI OAYno Ea,o. Lr•ty Mferw.tlen. ". AM ZKA) toesm praetle• s peter to perfaruuaq these t"netbnL InSWUPt's gross Pra'da• teperary W%" Pea a WHa rotes Otrrrsfq, cep chard ghee roee properly attached stru,Gtural OratNp and aaeja has her.. preps ty attached= C.sho. LACAttans sheen ran pervaront la teral restrahtw sing he ve braetnp hitall.d per SCSI sections 23, 17 or am, as Applicable. poly plates to "Ilk truss aM peswon A sheen above and on the Joint 0.Wa, v4se noted owesla•. 'S Refer to draehaa t6M-2 for stand" plan pos111•nL Mpue, a dMam of IN a,Adft Cenponents rr,, Inc. saru roe ae r•sporuMe for eery NvYti AN rM/COfr PANY nls drsaing. any fLL e to biAd the truss In emranwnu sea AaSVrPI 1 ar Ion tremn0, alp Wo tallathn a beaalne of trVss.s. A sees on teas a.awie or cover paw Desire gars dra•h4 kAcates amsptenee a prordssearel ee wr p Gately for u,. sh v The aft Y aM uw or tres dMang t22aa La4yoN tins for- any strretwa w rosperr lfty M tin SiAana a.e0u.r Per' ANSI/rPt 1 Let 13MI. S akwoMs ran nar•e Morrotlon s« this Job's general noes pee• and these .•b etw EaMMYM—Alpe,eneLonl TPb sss.tphstery SaCh see tryare, tOD ss.Jocsaf•se eo is H. f eeeeee No. 70861 i STATE OF a 4t O R i'DP••G`a" fu QL test"/ A) ( B) (•4] 1' C LL 20 30 40 54 TC DL 10 20 7 7 BC DL 0 0 0 0 BC LL 0 0 0 0 TOT. LD.301 50 47 61 DUR. FAC. 1.25/1.15 SPACING SEE ABOVE REF VALLEY FRAMING DATE 10/01/14 ORWG VACNV180101S t4 ATTENTION! 1 mn .n aau tram 1sw w a.b zf REFER TO & PACK FOR caNNFcnaN_ O I n r-o{ TYPICAL 7' SETBACK CORNERSET LABELING AND SPACING 4 21'-4. 1, B.-0. e s HANGER CHART 11h - HIMIS (SIMPSON) A = LUS24 (MIPSON) B L = UIS26 (MIPSON) L - MJS16-2 (SIMPSON) J L - HCL628-2 (SOIPSON) LL - NNUS46 (S0IPSON) TW1422 (SMPSON) Total Truss Quantity = 165. • - PlL11(B0(G DROP TITS 5 A TRUSS PLACEMENT PLAN. 03 KTID ED TO AD IN THE INSTALLATION OF TRILSSES ET4D MU TRUSS DRAWS AND AROBIECIWtALS SIFUUM THIS 0001JUEM. RECORD COPY 6 iY 1%6 NEED-0 PLUMB 0 r-o ' r--3/4' SUBFLOOR WALL MT. BASED ON 9'-4' A.F.F I 0[FFERENTIAL SEE STROT4GBACK LETTER IN EN& PACK) MR MA1001M UTCCOW04M OMML 5=0 OUVK SHMMO IS AIRED TO TRUSS M 12 6 n4 HEEL STUBBED Krim Foe I'0-1 Second floor TYPICAL RAISED HEEL DETAIL 12 6 2` max STUBBED AI - 2 1/Y FOR 2.4 PLTA1® % RIBBONS First floor TYPICAL RAISED HEEL DETAIL General Notes 1) M PW.N Cb a bl del %mm a1 ad vd- b- a 4 aeN pawl' P" A b1 b brW1 ii op 2) M bT. • b Nnpm M ui-.Mdw 6L S) M %= We*9 b Pr 0G aim dpl- Ts) ti re. 1ue1 bua BC¢fl n ww-"I ba r."bOw d soii-n ,.11 15' 0t. of p., 1. b qpmw 1 • amwmm 1 3f ba.- ao x-b a m m o. d.efpa oYh p .Ia b 019-0 ba aw Ww w b" ROOF LOADING SCHEDULE TOLL = 20 pPSSFF0 - 17 PSF BCOL - 10 PSF TOTAL - 47 PSF DURATION - 1.25 2 NAND SPD/TYPE- 150 ENCLOSED SLOG E)O'OSURE - C USAGE - RESMENT[AL CAT D NANO IMPORTANCE FACTOR- I UPLIFTS BASED ON- 9.2 PSF DESIGN CRITERIA IN 2017 TPI 2014 T uu mm r. -d pr- t-AXE s-lo oa Tb—tr beb.m-*-We-m dbb.W 109 did b- I..1 FLOOR LOADING SCHEOUL TCU. - 40 PSF TCOL - 10 PSF BCOL - 5 PSF TOTAL - 55 PSF ALL REAC00NS OVER 50ml AND UPl1Fl5 OVER 1000j ARE SH M ON 8I00I139 WAIL LEY 4' 20'-0 1 E[• BZ• LOADO OESC VMON on. OATS v e si pates IRCARPENTERCONTRACTORS OF AMERICA 00 AVERS G. Il V. VINTER mV01 FLORIDA 33M ROD (som 959-8806 FAX. (963) 294-2400 BUILDER TAYLOR MORRISON NO PRO,ECT:THORNBROOE MODEL T830-19M OCA PROD ODEL/ALT 9A8,9A7 19B1®,19ET18 / 02 ALT DESC I8'xW COY. LANAI OTC LOT .222 BLOCK: DESIGNER PAGE 19302016 60051L 1 4 "=1' RECORD COPY e City of Sanford Building and Fire Prevention Product Approval Specification Form 1- 2 Permit # 8006 Project Location Address Captiva '- 0 SANFpRD n km-c oC7 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 Iherma Manufacturer Product Description Florida Approval # include decimal) 1. Exterior Doors Swinging Tru Swinging Ext. Door (front door) FL20461-113 Sliding MI Windows Sliding Ext. Door (Standard SGD) FL15332.06 Sectional Windsor Garage Doors Sectional Ext. Door single & Dbl FL15080.113 Roll U Automatic Other 2. Windows Single Hun MI Windows Ingle Hung 53 1/8"X72 Non -Impact FL17676.2, .9, .16 Horizontal Slider Casement Double Hun Fixed MI Windows FL18644.4 Awning Pass Through Projected Mullions MI Windows Mullions FL18504.2 Wind Breaker Dual Action Other Junc 2014 Category / Subcategory Manufacturer Product Description Florida Approval # including decimal) 3.Panel Walls Sidin Soffits Alpha Aluminum, Inc. offits FL16544-R3 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E. P.S Composite Panels Other 4. Roofing Products Asphalt Shingles tclrnterWrap, ertainTeedShingles FL5444-Ria Underla ments Inc. Underlayment's FL15216-113 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-Rl Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) 5.Shutters Accordion Bahama Colonial Roll u Equipment Other 6.Skylights Skylights Other 7. Structural Component Wood Connectors Anchors Truss Plates ITW Building Componets Truss Plates FL1999-R6, .1 Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels 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 ///X Applicant's Name Please Print) T4dfI1O,--X^jL- June 2014 r s SIA'R 1b-5 YE Mo OETaf r*A1M 711TQigf C01OU r asai I016rG S.RL AMT IV) TOY 1 hf R fTaLLlrlf0 A,S'C'mtl A, aT1NKd •OY9E9aOCR u.8f Yvy'PSOItXIAyja JMaO y"Y :flan ro•osp.-m901 auu bull Y affaom if rJfOlefrp0 uu rr o. r IfRO• n roc S'1f(eED 4aO ri t.^G•- 0145114CEq in 0r! oml al la(O YlrlUf0l.17 rit! 0 eA f1Daa'w.wf t /aM1e 1E lr+beRo x rr)ur.ut Y•rilG tE.of Ea.®n M ra) Al VOCLOf WIDU1Peal f/saa $olt raRflaR araT1 MM rtfQAaICVtCWe01baCpenroLYw•ou.r Iaraoaaro-oc V CM aaau Y cul. )lY uff it r aL M IRfppSV d 9.=4 F-*J anal rofnom roll II, (ocal. 1 N• ry A -_$EA, L• OKA 1.:11 Y RAJ 4510104 n• O TOM d 9 SM.fw 11'a IF LrC4KM5 YAGfSrRR l a OFA) COWJgiW KA: SKt Y VI M 7SIP Yn I•A1 &PKW uyul eA7 OCL t LAIM 6y mwcraGEg.R1 FIVME a!n 8 0 O)f Ina nlcy-117 55 III ev% al EYI L•VIGJOf1, oullICal .1 W rct kou h701EaCJ bu 1C CQlllt WFLAM LE21bb El•1- m 40ID.17 W. f AI 110, FAY" SCO At WX af1[4of l'aclwl ff. Y'11CM OrOC Va56t9A AftlO K004 .. WAOMI OIa01a1.O 1101. 04mA COOL M vularol lm Aw. cerwIt's-uls SOY.:f+oOOtOI4RtR11ER CA-4m E Icco •yL SaTARNOfES NS[fl A 4, V% A CJA%d AN 14tlA Kr TVO µ901rY11M1lbl6lio" MI FR YA9:t:f SERl ff COfkm MR IM rll LOGIN O M fL4K4 7r Arm oRmy A"be V RSER V IE awl btF MO9ECRT AM LO151 Rm K"A POI t at PUT" 01 fiLL %% W%x lE.fl rofnaa 66mI wxu sbcou U' AAMS to Wt U4L Irl AV%M9 01Lp14f1I•a Ra WdW, M 01100 Zoms OofNm~J11 Kf.•il ns Im nR ma nrl RO DRIED Ct QA$CW.1 N9K•' OW to mRI OV IM IW 80 MILE ew1 e:11ryJL • •Rltofan•ru W KCOr1WM O•K 4010" a! 1T Anb ww aAtw — am l— fff 111TTT JJJ L T' r1s)o C r1Of; G rtrr i, iEOf b0 wEemn f IIEL%al caV ua STAIR SECTION V"rr• o MIZ-STAR P%/TECTIM * coal® araa•ss ra¢um. slmlft KAE ow" M IfNSAAirVof SOW IIbRo6 a rE L43m 5%MT O/l$"&6 ~ MfbRROCR••Slofolmllo lNO"m arl smAs AR 9r10r IECO KRtgr f r CAW h ym ara to nJw 5121 ti'CSO COW w ofescl CALL. TOPv" ar.rc MOuUs; L (' 9soy. z tole. n om 1 1" 1KlfILNo4 ar! 4111 Ka6:OY 161P5E V1117aEap1J ,JZa 0 V atpr, R.E lulu le TYPICAL MASONRY WINDOW SCHEDULE WINDOW WIDTHS 71' 31' WINDD' N CALL - OM 53' O SW 107375111 n 54 37 SI J 094 +1 33 SW 73 54 33 sw J3 uyl 10134S1 74S1 34a 55N NiaSI 75SN 3559 v 5N W 36 5' r 76 SI 3654 6C. AM rASMV a%X' s5 FOR ALL ITOOLS, UVINSM500 f6fAU4IVl1 MAY vARr PER KAWA',3URE SPBUCAll" r R TO FLOOR PLA95 FOR 67YLE OF COM US'D (SICtE YlYI•Sl CASEYc'(f • fSR,OR FT>&p ALL a MMTEXLS•0!!0[ a'9MI.K•L4ORT ON 00 PRIM • •11 tOfblfVY MAIN -.00C 57RUCURAL LEGETJ rcc ORt 1EL7 aas f1R aE• r 0' rE•O••C[Eo( DOE:lKu 111O4:N SMII QY rK aauRowse:aTanwte rcola vao Tt as off r S EV rQm 90l'R MF. I.t'! 7 Ma fMR710.0 Q' mWa'(KtllL COCEII t1a8 WA 0 eltrm)1Yu111utJaco rrayorAru- ro oGElsz®ws eu0 _Faml low lraROO/et7flrfl wrECIM At •1X Q-plum111Aa nLSVOffPsm r, WfECVO Al m RT9711 aT A7 •tl 1NP YRVr1'W aCfP.aR Ialocam Ja 4fZ6, 1l tapl Lb YM ro urso utl) 9 .'P. 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YI. rT r. ftRREtwosaaoo Saul ATTIC ACCESS DETAIL fcAuer. re V 3 d HATCHING LEND wall Ost ®i rlaoara a lfM R - Value Chart C1 C081RL'oI Vtl;Ef7Y 10(JCIS cluf IM MI UMI ao GG10MI0. aR roceL l7 rJSPM IatS aU tvl w R M 6W, VA 1R21 N:1 a0 MAIN FLOOR PLAN NOTES S( X1• fr•rl GARAGE LEFT L C R M iifs AIl LllYylY L J= z CIOAfxN, Cal III aaKf a-o•..a AM= L moo •narrAa mPwrlwana •. 1n w.• aa.la• o w.• oa.1•m rwx voaIo UI Rwxc.wc lTa. r• a.v. loaf m.. 0 w Y 0 0 cl Z 1 00 0 O 1NNN J 1989 04C naal 2A1 LA)z-oDo(,-)6; FLI v,4 y . 014 ou.5: IF-1 50y Z TYPICAL WOOD FRAME WINDOW SCHEDULE WINDOW WIDTHS W g36• Z w F<' w 67 WINDOW CALMIM WaF6. VSK 3016 408 F6 WX F6 3010 F6 3010 F4 4M0 F6 b30 w 3030 SI 303054 903059, 3 W sd W$ sN 3040 Sll 404054 M Su F030 $4 3C60 SW 050 SI bbo $u Fa a sa 3C60 591 40M0 $a OZ 6C VERFY MXKVT OpEM. VA FOR ALL W D016, OMQ7 $!jE$ ADD FblltlALOV KAY VARY PER FIACFACT'.FM S WICAVOIb REFER TO FLOOR Rob FOR SME tF UMM 050 MCE $m-Su. CASs—V0- CK OR FX0 GLASS. FW A { • { • { { i nezCr m-1 d043Y V,M f,Ra W.Fo loom d ,A= • Av EOEAOM, A { A { {{ { i rJ-/C`rJ.,Ob, 1(DSVNY!J?ml. wlec•Aa a• ecf 1O - MA7.(050 smsv uvrw.-m, plea(! p WE MMIO( EQ0 WAS 4 9'0C N CAWAa 4p4lw;Of0=W su4 n ftlr000'A,1. VM NJA1c sws O- 1RNRn4l7,Erp1p6LV'0'm'om UW RA6le7f0V5JU J4%SrA75Al EK V0VNi9&'M.tiA0VW SIRUMPAL NOTES a lAs OQ Ib•la wrL A6100p 1OC/6LAlY AEAYlS MR NS kl DTCR01 valSM 7f 0)87:f(4 R5366 1prpD01 w A Vwx It=4tA10 Are, U10CLFFALL PR0r.00 * amilawglutE uE POi6P pP5{fy( I& SW iPARroaAraaapEto"pa nsEDaxballsr.a eaa Ae Ip,EYIQI 0 aE MVMV,10 P aE 0M 9RJ PA MVrP 1.1065 45M tE rw'S.V K=0 f t WT. N(Ry r1E OM 6J=A%M GFtR E 90060 MMMUICRROMWAIM 4= PASVL P A .10 VA-M V%M 0M 10 OMM ANLXAW VtA 14 Wl P NE MO r150E PER FICA• AN EFp,(mmal VMEJIi MWOa MAO d00000.4AP1 IR IItMV D.i+LL lcrr ImFtq N E( lOEv7PtsrRIICF • W O1W ( NVA71 IRAR$ Sr 056 N 6 dY ATTIC ACCESS DETAIL x& j,w.(a d01TAR irRAErA'AS( 3mMA11YIA] a I,n1 AV AR1. Ni00 \6 wl7 M.03Y. Y00 IAIf pAv{afCAIM III Vwra « NNo, t1c r u1u av, aw namuaar.. tn O W 0 0 z m0 z0 1 N C) N 0 N0 oQ 1989 16E 0I1( I nox R v was • UPPER FLOOR PLAN NOTES GARAGE LEFT 2 B 1 Florida Building Code Online Page I of 6 Professional Regulation BCIS Home I Lao In I User Reo,strahon 1 Hot Topics SUtirn,t Surcharge suits 6 Facts Publ.cahons FaC Staff SCIS S-te Map I Links I search a r e Product Approval Iusea: Public userdbp Product Aooeoval Menu > Woouet or AOOlicatan Search > Aoolicauon Us t > Application Detail FL # FL20461-R3 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Therma-Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton, OH 43517 419) 298-1740 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 3. King, P.E. G Validation Checklist - Hardcopy Received Certificate of Independence FL20461 'R3 COI (d) Certificate of Indeoendence.odf Referenced Standard and Year (of Standard) Standard 101/I.S.2 ASTM E330 ASTM E331 TAS 202 Equivalence of Product Standards Certified By Sections from the Code Year 1997 2002 2000 1994 littl)s://www.noridabuildiiig.org/l)r/pr_app dti.aspx?paraiii=wGF-VXQwtDgsJ9a49YAgX.1... 4/25/2018 Florida Building Code Online Page 2 of 6 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 Summary of Products Go to Page O d 40 d Page 1/ 2 d FL # 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 HVH2: No FL20461 R3 II (e) Inst 20461.1.odf Approved for use outside HVH2: 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 20461.1.1)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 "I" part numbers for these doors, which have been stained or painted within six months of installation.) 20461 2 b. Therma-Tru Fiber -Classic and Nominal 68 "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 HVH2: No FL20461 R3 II (e) Inst 20461.2.odf Approved for use outside HVH2: 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 "I" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.3 c. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6'8 "Non -Impact" Opaque Fiberglass Composite Edge Double Door with or without Sidelites Inswing/Outswing; XX or OXXO configurations) Limits of Use Installation Instructions Approved for use in HVH2: No FL20461 R3 II (e) Inst 20461.3.odf Approved for use outside HVH2: 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.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 "I" 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/Outswing, X configuration) Limits of Use Installation Instructions Approved for use in HVH2: No FL20461 R3 II (e) Inst 20461.4.odf Approved for use outside HVH2: 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 "l" 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 HVH2: No FL20461 R3 11 (e) Inst 20461.5..odf Approved for use outside HVH2: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 littps://www.floriclabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsJ9a49YAgXJ... 4/25/2018 Florida Building Code Onlinc Page 3 of 6 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) Eval 20461.5.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.) 20461.6 f. Therma-Tru Fiber -Classic and Nominal 8'0 "Non -Impact" Opaque Composite Edge Smooth -Star Fiberglass Single Door (Inswing/Outswing; X configuration) Limits of Use Installation Instructions Approved for use in HVH2: No FL20461 R3 II (e) Inst 20461.6.odf Approved for use outside HVH2: 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.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.) 20461.7 g. Therma-Tru Fiber -Classic and Smooth -Star 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 HVHY: No FL20461 R3 It (e) Inst 20461.7.odf Approved for use outside HVH2: 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.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.) 20461.8 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 HVH2: No FL20461 R3 11 (el Inst 20461.8.odf Approved for use outside HVH2: 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 (dl Eval 20461.8.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 "I" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.9 1. Therma-Tru Fiber -Classic and Nominal 6'8 "Non -Impact" Glazed Composite Edge Fiberglass Smooth -Star Single Door (Inswing/Outswing; X configuration) Limits of Use Installation Instructions Approved for use in HVH2: No FL20461 R3 II (e) Inst 20461.9.0f Approved for use outside HVH2: 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 (dl Eval 20461.9.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 "I" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.10 I J. Therma-Tru Fiber -Classic and I Nominal 6'8 "Non -Impact" Glazed Composite Edge Fiberglass Smooth -Star Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO configurations) Limits of Use Installation Instructions Approved for use in HVH2: No FL20461 R3 II (e) Inst 20461.10.odf Approved for use outside HVH2: 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.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 littps://www.(loridabuilditig.org/pr/pI-_app_dtl.aspx?param=wGEVXQwtDgsJ9a49YAgXJ... 4/25/2018 Florida Building Code Online Page 4 of 6 numbers for these doors, which have been stained or painted within six months of installation.) 20461.11 k. Therma-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 HVH2: No FL20461 R3 II (el Inst 20461.1 i.odf Approved for use outside HVH2: 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 2046 1. 11 for Design Pressure Ratings, FL20461 R3 AE (d) Eval 20461.11.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.) 20461.12 I. Therma-Tru Fiber -Classic and Nominal 7'0 "Non -Impact" Glazed Composite Edge Fiberglass Smooth -Star Single Door (Inswing/Outswmg; X configuration) Limits of Use Installation Instructions Approved for use in HVH2: No FL20461 R3 II (e) Inst 20461.12.odf Approved for use outside HVH2: 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 Nominal 7'0 "Non -Impact" Glazed Composite Edge Fiberglass Smooth -Star Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO configurations) Limits of Use Installation Instructions Approved for use in HVH2: No FL20461 R3 It (e) Inst 20461.13.odf Approved for use outside HVH2: 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.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 "I" 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 WO "Non -Impact" Glazed Composite Edge Fiberglass Single Door (inswing/Outswing; X configuration) Limits of Use Installation Instructions Approved for use in HVH2: No FL20461 R3 II (el Inst 20461.14.Ddf Approved for use outside HVH2: 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 (d) Eval 20461.14.pQf 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 "I" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.15 o. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8'0 "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 HVH2: No FL20461 R3 If (e) Inst 20461.1S.odf Approved for use outside HVH2: 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.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.) 20461.16 I p. Therma-Tru Fiber -Classic and I Nominal WO "Non -Impact" Glazed Composite Edge Fiberglass Smooth -Star Double Door with or without Sidelites (Inswing/Outswing; XX or OXXO configurations) https:/hvw%v.(loridabuilding.org/pr/pr_app_dtl.aspx?param=wGLVXQwtDgsJ9a49YngXJ... 4/25/2018 Florida Building Code Online Page 5 of 6 Limits of Use Installation Instructions Approved for use in HVH2: No FL20461 R3 11 (el Inst 20461.16.odf Approved for use outside HVH2: 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 (dl Eval 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 "J" part numbers for these doors, which have been stained or painted within six months of installation.) 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 HVH2: No FL20461 R3 It (e) Inst 20461.17.odf Approved for use outside HVH2: 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 (dl Eval 20461.17.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 "I" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.18 r. Therma-Tru Fiber -Classic and Smooth -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 HVH2: No FL20461 R3 If (e) Inst 20461,18.odf Approved for use outside HVH2: 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 (dl 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 HVH2: No FL20461 R3 II (e) Inst 20461.lg.odf Approved for use outside HVH2: 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 (dl Eval 20461.1g.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 t. Therma-Tru Fiber -Classic and Nominal 8'0 "Non -Impact" Opaque Composite Edge Smooth -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 HVH2: No FL20461 R3 II (e) Inst 20461.20.odf Approved for use outside HVH2: 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 "J" part numbers for these doors, which have been stained or painted within six months of installation.) Go to Page d ® 6 Pagel/ 20 m Back Nett Contact us •: 2601 Stair Stone Road, Tatiahassee Ft_ 32399 Phone: 850.4a7-1824 The State of Fbnda is an AA/EEO employer Coovrioht 2007.2013 State of Flonda.:: Privacy Statement :: AcceUibddV Statement -: Refund Statement littps://www.(loridabuildiiig.org/pI-/pr_app_dtl.aspa?param=wGEVXQwtDgsJ9a49YAgXJ... 4/25/2018 Florida Building Code Online Page 6 o f 6 Under Florida law, email addresses are public records 1( you do not want your e•mad address released in response to a Oubtd:•records request, 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 8S0 487 1395. *Pursuant to Section 4S5.275(1). Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4SS, F.S. must provide the Department with an email address d they have One. The emails provided may be used for official communication with the licensee However email addresses are public record. It 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 it you are a licensee under Chapter 455. F.S , please dick DIM. Product Approval Accepts: i.:i+ct: Credit Card Sale https://www.(loi-idabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsJ9a49YAgXJ... 4/25/2018 THERMAITRU® DOORS yam`` ' P Fiber -Classic. & Smooth -Star, h R m 37.75' MAX. FRAME VIIDTH g' 8 c c a m° a COMPOSITE EDGE LL- maa OPAQUE FIBERGLASS SINGLE DOOR w INSWING/OUTSWING NON-IMPACT'g o cj GENERAL NOTES,;, X O c 1. This has been evaluated and is in compliance with the 6th Edition t aproduct 2017( Florida Building Code (FBC( structural requirements excluding the ifigh d Velocity Hurricane Zone (HVHZ(. 2. Product anchors shoo be as listed and spaced as shown on details. Anchor embedment to base material shol be beyond wall dressing or stucco. u 1 g C 3. for 2x stud framing construction, anchoring of these units shall be the some as ci a a " 0QeNthatshownfar2xbuckmasonryconstruction. 2 4. Site corldllons that deviate from Itus details of this drawing require further a e N engineering analysts by a licensed engineer or registered architect. g 5 Fiber•Clossic b Smooth -Star Door panels require the use of part W C numbers and must be stotned or pointed within sic months of installation. TABLE OF CONTENTS SHEE71 DESCRIPTION I Typical Elevalans. Design Pressures b GeneralNotes 2 Door Panel Oetch 3 Eevollons O e 2 u N ate 5 26 16 iAHontontatbVerticalCrossSectns (2X Buc 5 Horizontal a Verncal Cross Sectam IX Buckl r. N.T.S. d Horizontal b en roil eClOns Oxect l0 Maf0 7 Vertical Cross Sectlorls I eslolot aria. p: JK m' CM m IFSBBuckbFrameMc 9 Hardware petals See Sheet 3 for Hardware Specifications ou w,c H0_ ° a t0 Comoonens FL-20461.6 a 11 Bill of Materials SHM 1 er 1 1 O LOCK DESIGN PRESSURE (PSf) DESIGN PRESSURE (PSF) CONFIGURATION HARDWARE LOCK HARDWARE INSWING OUISWING POSITIVE NEGATIVE POSITIVE NEGATIVECEMERUNE X 5.1/2" Latch a Deadbolt 60.0 r17.0 60.0 IS0.0 X 12" latch L Deadbolt IS7.0 67.0 67,0 67.0 x N/A Muitipoint 50.0 50.0 50.0 50.0 O.S* 07 z COMPOSITE HINGE STILE CAP wrllf%l EXTERIOR 0.4w 057, ox I 4, COMPOSITE v CAP LOCK STILE COMPOSITE HINGE STILE 0001 CAP (ENGINEERED WOODI IWFrflnrf INTERIOR EXTERIOR uso T 3 zu d a I-'\ HORIZONTAL CROSS SECTION 36Z MAX. DOOR 40 BOOKMQO0,O* PANEL 0 35.81 r MAX. DOOR @!D5O!0 R PANELDoorMEL00, 41 Hybdd 2'\ HORIZONTAL CROSS SECnON 35.813'MAX. DOOR @ PDOOR PANEL U. 42 l Door TOP RAIL COMPOSITEANGINEERED le WOOD) I,- FOAM CORE POLYURETHANE - 1.9 PCIF MIN.) INTERIOR EXTERIOR INTERIOR EXTERIOR cl R ERGLASS SKIN----" B 0.087 THK.) ch it BOTTOM RAIL COMP.) 1.7 1' ci 2412-1 f'— z So 3'\ VERTICAL CROSS SECTION /-4'\ VERTICAL CROSS SECTION wr 5/26/16 r-L N.T.S. Owe. ve. JK Oft ft LFS OPA" W04 rt FL-20461.6 ww 2 or I I 1111111Irr y0 = tv o 80E iaZu 9 m e C 4 p a a° o 22I H > GLIS pta3 3 3 4 S G gl rau u SEE HARDWARE " 4 CHART = N 2 N N O N CA c 1p WNN p C W W 7 7 7 7 h A H f N ' 2 u um 5 26 f 6 Fiber- Classic/Smooth-Star Door Panel Options /+ N. T.S. Products approved include all embossed panel doors and 2 panel recessed panel doors. o JK m Similar opaque panel configurations are allowed. Wort n' LFS ; OM' W!0 NO« rt Panels shown are for Illustration and are representative onry. a f1- 20461.E 0 N HARDWARETAfIIE ;'- ' MANUFACTURER MODEL'.,-. KNOB: fSl SCHIAGE oEAoeo r: eeo KNOB: SIGNATURE SERIES KWIKSET DEAOROLT: SIGNATURE SERIES (980) HO/ PE MULTIPOINT:MPDGART THERMA• rRU) S pl. Manual tongue) 11111111111/// rPVllllll111 11 ` l onmiB ua •• Vie: C Q L uLyyO V Nn dsM1 61. ceggp la 40 41 42 7 1 EXTERIOR INTERIOR m zx i• I.ISMIN. 1 ` Y 4 1 VERTICAL CROSS SECTION EMS. (TYP.J A, gW E 4 Shown w/ 2X Buck OulswIng shown (Inswing drrJor) E m 7 n/'^ rn 8 B 3I G i& m0.ISC-SINK O.ISC-SINK ITYPI (TYP) L ei D a D a°zN vt 6 7 i N tv' u O N INTERIOR INTERIOR n h W = 12 d 23 24 EXTERIOR EXTERIOR 12 2 uMIN. 40 41 42 27 urc 5 26 e 16 : 40 41 42 II/ •d" I L 29 1 1-I/1"MIN, a Sci L N. T S EMS. (TYP.I EMS. (TYP.I DWG. sr.: JK m 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION cwc m LFS 3 4 Shown w 2%Buck Outsw Ing shown (Inswing sitnilar) 4 Shown w Buc c Outswing shown (Inswing sim8ar( aawux NO, ° FL- 20461 6 c SML[ T 4 Or 11 7 011,,,,,,r.,. yOy 0eO I Xf Buck 10 be secured to C masonry by others uz IL 40 41 42 o Z 7 1d Ld EXTERIOR INTERIOR x Yk a cm x 1 VERTICAL CROSS SECTION, Z S Shown w/ I X sub•buck Y 7gOutswingshown (Inswing similar) W A Em a E C p a a I p O• iJ O ` 6 7 N2N zW GQ INTERIOR INTERIOR ,, G F gNo u e LA ce o H EXTERIOR EXTERIOR N A p2324c 40 41 42 40 41 42 27 A I -I /4"MIN. o 0 MIN. EMB. MB. (TYP.) 29 1 EMB. (TYP.1 art 5126116 1 SCXL N.T.S. D.C. Cr: JK m 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION O,ti of IFS S hown w)w buck Outswing shown (Inswing similar) j Shown w)w uck OUIVAng shown pnswlnp sirsutorl oaw,c NO.: ° i0FL-20461.E c s„sa 5 Of I1 O a 1 MAX. EXIERI R WI INTERIOR 1 VERTICAL CROSS SECTION 6 Shown Direct to MOSOnti OutrMng arty w/ 4.9/16 jamb DIRECT TO MASONRY MAX. DESIGN PRESSURE: w/ STANDARD STRIKE = ± 47 PSF w/ SECURITY STRIKE = ± SS PSF fq F— 1.1 /4- MIN. EMB. InP.) 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION 6 Shown Direct to Masonry b Shown Direct to Mosonf Outswing only w/ 4.9/16 Iamb Outswing only w/ 4-9/16 jomb Is MAX. Et(iERIOR A RIIERIOR 4 VERTICAL CROSS SECTION 6 Shown Dllect to Mofory Ouhwing only w/ 6.9/16 jamb Q I-1/• MW. M. (TYP.) S1 HORIZONTAL CROSS SECTION JOut ontyCf w6-9/16Yjamb MINOR J1 nc E I-Ihr XTERIORE MMIN. EMB. (TYP.) 6 HORIZONTAL CROSS SECTION 6 Shown Direct to Mosonf Outswing only w/ 6-9/16 iamb oufl 5 26 16 a .• N.T.S. Iro JK nac. a: LFS mp,„,p Im,, FL-20461.6 smcn - orlt Notes: I Sol Item w•s 17.18.32.34.35.36.37.38 b 39 are attached to jambs w/ (3) 08 X 2-1 /2' pfh saews of each end. Sol Item a's 16 b 33 ate attached to jambs w/ (2) 08 X 2.1 /Y pfh suews of each end. Sin Item a 15 is attached to Iambs utasing (2) If 10 X 2" pph SMS at each end. INTERIOR SEE NOTE EXTERIOR 1 VERTICAL CROSS SECTION 7 inswing Sol o; EXTERIOR oo 0,00000, 2 VERTICAL CROSS SECTION ftm.0 Sa EXTERIOR \ INTERIOR EXTERIOR P7)M INTERIOR SEE NOTE I a 3 VERTICAL CROSS SECTION 7 Outsw ng SDI SEE NOTE I y em i mMro aim= ogdmm 6sm 6 4 fi FFL-f2O46JKS4VERTICALCROSSSECTIONPublicAccessSa1.6 sxm 7 ar 11 R T 4" (TYP.) 1 0 HEAD S JAMBS TYP.) 2X BUCK 50 PSF MAX i poi UO MASONRY n'P•) 2X BUCK ANCHORING 3)B8x2-1I o mJAMBTOHEADDETAILhua •: z RYP) 0 2 8 uu ZU R e i n ]7]0Lm6 m 1 0 La 2 4' mPJ L 2X BUCK mHEADLJAMBS n'P•) BUCK J IX BUCK m M DIRECT TO c o 2X BUCK N MASONRY I m FRAME HEAD 6 JAMBS d fYP.) 70 PSF MAX o p^ N W LDON p W p 0: 34t i a MASONRY _ i ue am 5 26 16 1P'I 2X BUCK ANCHORING FRAME ANCHORING WALL, N.T.S. 9 m er. JK 103 dx fr. vs ; W"C NO: Ol-I- FL-20481.6 n m p, P 11111111111/// O _`\TO • V j ONi ts SEE HINGE OETAIL(TYP.) e; _ %•. 5y em a 2X BUCK 28 1 I111 C L 620 1X BUCK G — a° o DIRECT TO M 26 " °p` m p Sff TONGUE Ji $ o C nMASONRY85 STRIKEOETAIL B • L it ITYP.I : C it.E o 2XBUCK 2$ IXBUCK G b 27 $ $ 8. a DIRECT TO M TV d d 9 i MASONRY 1=,pg" oe Lv 00 !3 LATCH a DEADBOLi DETAIL ' N m N 6 g 2X BUCK LKwikfet 1 H SEE LATCH 1 X BUCK GaDETQQs DETAILpIDIRECTTOM3SEELATCHcYa OEAOBOU O0 Chu °L SEE LATCH MASONRY 31 r y IXBUCK L DETAIL $ § $ a ODETA `OlT N a 0 o IXBUCK G 8 TONGUE STRIKE DETAIL DIRECT TO Ipoln Moeja MASONRY SUB STRIKE - PLATE ci 28 ° g= STRIKE JAMB STRIKE JAMB HINGE JAMB STRIKE JAMB a z a i 8LatchandDeadbdlLatchandDeadboltM' t 5 ni Lock 2X BUCK O S-1/TONCENTER ITONCENTER' 22 IXBUCK G a 1A 2X BUCK 2S DIRECT TO IXBUCK G 27 L MUCK MASONRY DIRECT TOM 88 29 G IXBUCK 30 S MASONRY DIRECT TO = LATCH B OEAOBOIi DETAIL M DIRECT TO M MASONRY LATCH A DEADBOLT DETAIL . SCh10 a MASONRY u Ipaln ° „ 6 24 23 "' - a u° LATCH & DEADBOLT STRIKE DETAILS DEADBOLT STRIKE DETAILS MULTIPOINT LOCK STRIKE DETAILS suL s N. T.S.is suu: N.9 Security Deodbolt Strike Plate( HINGE DETAIL M. rr: JK cc CHI. or. LFS I olaHuw w: a FL- 20481.8 o SHm - L or 11 " I L 33 INSWING THRESHOLDInsvArqBosiGPocedSII 5.75 L INSWING THRESHOLD hrAV moderate Ckwte SI 1.3/11' 3S INSWING THRESHOLDtruv6npmoderateCemote SI 936 INSWING THRESHOLD msvMp tlasfc t S 3/ Sm INSWING THRESHOLD 37 mr Ang Task Laced 7.1 /2' Se E. 4.56' of N i z° * Omj a LY' 2.36• --1 1 s ss o m i 38 INSWING THRESHOLD 1 W000 JAMB $ `$ Z $ u u w.M —Composite AdNstame S3 — F , 9 c 1 m 563' ,• mUp z 5.77' oW eta•. %` ..\•.. i.:: .: INSWING THRESHOLD lb OUTS WING THRESHOLD$ 39 wft sosk Composite Ac WdtoEle SM Composite SD t i S 7S9' 4 1s6•m r 7rm INSWING THRESHOLD OUTSWING THRESHOLD 32 CAA as CaComposite AdImtotye Si M/2' 17 Composite / Alurs&wm S0 ci 6'a 4 5.75' a 5 rn o c IAo C OUTSWING THRESHOLD = n PUBUCACCESSTHRESHOLD 18 Composite/AUNWWmSII = rW 15 (mermal ereolq o ^ o S N Z u 4 aM 5 26 16 SCAM N.T.S. T I I t i —1.79' --I F--1.97 2.06 ehk ar. LFS ; c SWEEP SWEEP o SWEEP oswwo rro_ e 8 9 10 FL-20461.6 c III111111//// BILL Of MATERIALS BILL OF MATERIALS a' N N'13 i J.".. Oy •''••... GJ` O F fll PI mJO 11\ 1 c o 6 v- E $ z $ z u L 5 oap mna R r d ez cW d L N m Y m o 0 d 6 43 IS At N 2 N in CONCRETE ANCHOR NOTES: a z N 1. Concrete anchor locations at the Comers may be adjusted to maintain the min. m e edge distance to mortar joints. N Q 2. Concrete anchor locations noted as MAX. ON CENTER' must be adjusted to 12 matntatn the min. edge distance to mortar joints. additional concrete anchors may be required to ensure the 'MAX. ON CENTER" dimension are not exceeded. c S b3. Concrete anchor table: z UH4. mrc 5126116 2 swr: N.T.S. i axe rn: JK e auc Yr: LFS ; WOOD SCREW INSTALLATION NOTES: o txo x0.: a 1. Maintain a minimum S/8• edge distance. I' and distance. 6 I' o.c. spacing of FL-20461.E c wood screws to prevent the spYHing of wood. lam t L or L 0 REM Y DESCRIPTION MATERIAL REM Y DESCRIPTION MATERIAL A I X BUCK (SG >= 0.42) WOOD 25 8 x 2-1 /7' PFH WOOD SCREW STEEL B 2X BUCK (SG >= 0.42) WOOD 26 R8 x 5/B"PFH WOOD SCREW STEEL C 1 /4" MAX. SHIM SPACE 27 LATCH STRIKE PLATE STEEL D I /4" X 2-3/4"PFH ElCO OR ITW CONCRETE SCREW STEEL 28 DEADBOLT STRIKE PLATE (STANDARD) STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 28A DEADBOLT SUB STRIKE PLATE STEEL 28B DEADBOLT STRIKE PLATE (SECURITY) STEEL G 3/16" X 3-I/4" ITW CONCRETE SCREW STEEL 29 4" X 4"HINGE STEEL J I /4" X 3-3/4" PfH ELCO OR ITW CONCRETE SCREW STEEL 30 LATCH & DEADBOLT STRIKE PLATE (TONGUE SYSTEM) ALUM/COMP L 10 X 2-I /7' PfH WOOD SCREW (1.15' MIN. EMBEDMENT) STEEL 31 MULTIPOINT STRIKE PLATE (TONGUE SYSTEM) ALUM/COMP M 3/16" x 2-1/4" ITW CONCRETE SCREW STEEL 32 INSWING THRESHOLD ALUM/COMP N 3/16" X 2-3/4" ITW CONCRETE SCREW STEEL 33 INSWING THRESHOLD ALUM/COMP I JAMB (FINGER JOINT PINE) W000 34 INSWING THRESHOLD ALUM/COMP b WEATHERSTRIP (MEDIUM REACH) FOAM 35 INSWING THRESHOLD ALUM/COMP 7 WEATHERSTRIP (LONG REACH) FOAM 36 INSWING THRESHOLD ALUM/COMP 8 SWEEP VINYL 31 INSWING THRESHOLD ALUM/COMP 9 SWEEP (USE w/ MODERATE CLIMATE THRESHOLD) VINYL 38 INSWING THRESHOLD ALUM/COMP 10 SWEEP (USE w/ PUBLIC ACCESS THRESHOLD) VINYL 39 INSWING THRESHOLD ALUM/COMP I S PUBLIC ACCESS THRESHOLD ALUM 40 DOOR PANEL (BOOK) Ib OUTSWING THRESHOLD ALUM/COMP 41 DOOR PANEL (HYBRID) I1 OUTSWING THRESHOLD ALUM/COMP 42 DOOR PANEL (Ul) 18 OUTSWING THRESHOLD ALUM/COMP 22 q8 x 3/4" PfH WOOD SCREW STEEL 23 p 10 x 3/4" PFH W000 SCREW STEEL 24 II10 x I" PfH WOOD SCREW STEEL ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE S12E• EM6EDMENT' TO MASONRY: i0 ADJACENT . EDGE •. ANCHOR :• ITW a va• T -I /a" r a• TAPCON ElCO e 1 4' 1.1/4' 1' 4" UITRACON ITW a 3/16' 1.1/a' AS SHOWN 1.1/2• TAPCON Florida 131-lilding Code Online Page I of') itta otourrvcrrYo+ ' ` c- I y/L/ ' I ) I Business: 8'Professior af. Regulation - --- - y, - '. t _ r. •,061tt M01rfr abbUt, DSrtj p6IR 01}SIO]3",cart Ct CBFa o Product ApprovalruSER: VuCBtu. d„n at AooO[atwn SCarcn > A IKat10n kM > Application DetailProGuetAeorovatMenu > p••- - 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 C) MI Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext2S60 bsitlinger@miwd.com Brent Sitlinger bsitlinger@miwd.com Exterior Doors Sliding Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer C] Evaluation Report - Hardcopy Received Luis Roberto Lomas PE-62S14 National Accreditation and Management Institute 12/31/2018 Steven M. Urich, PE Lei Validation Checklist - Hardcopy Received F t S332 R4 COI F L-0-11df Standard AAMA/WOMA/CSA 101/I.S.2/A440 Method 1 Option O Year 2008 t _.__. n„_:.l..l... :lil:.,n nrri/ter/I%r Arwi dil aenx?nai-am=wCEVXQwtDgt[48572gvdWI... 4/24/2018 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 FL # Model, Number or Name Description 15332.1 SERIES 420 ALUMINUM SGD Limits of Use Approved for use in HVH2: No Approved for use outside HVH2: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS 1S332.2 I SERIES 420 ALUMINUM SGD Limits of Use Approved for use in HVH2: No Approved for use outside HVH2: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS 15332.3 I SERIES 420 ALUMINUM SGD REINFORCED 11'agc 2 of 3 SERIES 420 ALUMINUM SGO OXO 14S-3/4'x80' NON - REINFORCED Installation Instructions FLIS332 R4 If 0-OOSnnF odf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports F1.15332 R4 AE 510807D odf Created by Independent Third Party: Yes SERIES 420 ALUMINUM SGD OX, XO, XX 96"x80' NON - REINFORCED Installation Instructions FLIS312 R4 II 08-004 8F odf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL1S332 R4 A S+nantn df Created by Independent Third Party: Yes SERIES 420 ALUMINUM SGO REINFORCED OXO 14S-3/4'x96' Limits of Use Installation InstructionsApprovedforuseinHVH2: No FLIS332 R4 II OB-0?dear ..erApprovedforuseoutsideHVH2: Yes Verified By Luis Roberto Lomas 62514ImpactResistant: No Design Pressure: N/A Created by Independent Third Party: Yes on ReportsEvaluationOther: REFER TO APPROVAL DOCUMENT FOR DESIGN valua R4 A c+ os ar ndfPRESSURERATINGS Created by Independent Third Party: Yes 15332.4 1 SERIES 420 ALUMINUM SGO REINFORCED Limits of Use Approved for use in HVH2: No Approved for use outside HVH2: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS 15332.S I SERIES 420 ALUMINUM SGD REINFORCED Limits of Use Approved for use in HVH2: No Approved for use outside HVH2: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS 15332.E 1 SERIES 420 REINFORCED ALUMINUM SGD Limits of Use Approved for use in HVH2: No Approved for use outside HVH2: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS 1S332.7 I SERIES 420 REINFORCED ALUMINUM SGO Limits of Use Approved for use in HVH2: No Approved for use outside HVI12: Yes Impact Resistant: NO Design Pressure: N/A SERIES 420 ALUMINUM SGD REINFORCED OX, XO, XX96'x96" Installation Instructions FLIS332 R4 (I 08-0 249C ndf Verified 8y: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports 15332 R4 A S+ aaor ti.+f Created by Independent Third Party: Yes SERIES 420 ALUMINUM SGD REINFORCED XXX 143"x96' Installation Instructions FL15332 R4 If 08-0 xnr ndf Verified By: Luis Roberto Lomas 62S14 Created by Independent Third Party: Yes Evaluation Reports FLIS332 R4 A 1 Q70 odf Created by Independent Third Party: Yes SERIES 420 REINFORCED ALUMINUM SGD OX, XO, XX 96"x96' Tnstallation Instructions FLIS332 R4 If 08-094 ndf Verified By: Luis Roberto Lomas 62S14 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes SERIES 420 REINFORCED ALUMINUM SGD OXO 146'x96" Installation Instructions FLIS332 R4 (I 08-OOsn+F ndr Verified By: Luis Roberto Lomas 62S14 Created by Independent Third Party: Yes Evaluation Reports Florida 131.1ilding Code Online Page 3 of 3 Other: REFER TO APPROVAL DOCUMENT FOR DESIGN I FLIS3 CrR4 AE eated Independent 080. OddfParty: Yes PRESSURE RATINGS SERIES 430/440 ALUMINUM SGD SERIES 430/440 ALUMINUM SGD XXX 143'x80' NON 1S332. 8 REINFORCED Installation Instructions of Use Approved for use in HVH2: No y1S331 R4 II 08-00502E.Odf Verified By: Luis Roberto Lomas 62514 ApprovedforuseoutsideHVH2: Yes Created by Independent Third Party: Yes Impact Resistant: No Design Pressure: N/A Evaluation Reports R4 AE 510809D.odf Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FI 15332 Created by Independent Third Party: Yes PRESSURE RATINGS SERIES 430/440 REINFORCED FRIES 430/440 REINFORCED ALUMINUM SGD XXX 15332. 9 ALUMINUM SGD Installation Instructions Limits of Use Approved for use in HVH2: NO FLIS332 R4 II 08-00503E Odf Verified By: Luis Roberto Lomas 62S14 ApprovedforuseoutsideHVH2: Yes Created by Independent Third Party: Yes Impact Resistant: No Evaluation Reports Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FIIS332 R4 AE S10810D.Odf Created by Independent Third Party: Yes PRESSURE RATINGS Contact Us :: 26o, Blair storm Road TallabASSAJ fL 32,4o Phones AID —IA UA24 Tho State of Fbdda rs an AAIM employer. Ca&n tit 2007.20111 Suite of flodda.:: PPoracv 5ea :: e...«.itlty S mment :: Ran•^a Statement o net nd Under Florida law, email addresses are public records. If you no do o bvavaddbnal ntyouruii address luwe am a eStsed inCiOonsetoans olCase tontatt 85 0.4e 1 9S.R' Pursuant to electronic mail to his entity. Instead, contact he ofocC by o Section they 4SS. 27S(t) Florida lTheCmailsStatutes. WdvMed may DC trsM foroRdiltCOmlicensed under Cha munica ionwiththelicensee. HowOW sever email addresses are public record. It YOU an do aAot welshto n email Chapter455, re.5. Olean n be hmade ere •availableto the public To determine a( you are a licensee under Supply a personal address, please provide the eepartment with a Product Approval Accepts: SCCl11'lt' 1t1l:TRl CS' r r • I -I:.-_ Ate aCl,X713a1am=rGLVXO DgII18572gvclWl... 4/24/2018 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITHREOUIREMENTSOFTHEFLORIDABUILDINGCODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLYTRANSFERALLLOADSTOSTRUCTURE. FRAMING AND MASONRY OPENING IS THERESPONSIBILITYOFTHEARCHITECTORENGINEEROFRECORD. 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 ARCHITECT ORENGINEEROFRECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCTSHOWNHEREIN. WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHORCALCULATIONS. 5. FRAME MATERIAL: EXTRUDED ALUMINUM 6063—T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY CLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNEDEBRISREGIONS. 8. SHIM AS REOUIRED 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 EOUAL OR GREATER THAN 1.0 DONOTREOUIREWATERINFILTRATIONRESISTANCE. OVERHANG RATIO - OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING .INTO WOOD FRAMING OR 2X BUCK USE 110 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8- MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATEANCHORSASSHOWNINELEVATIONSANDINSTALLATIONDETAILS. 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 EDGEDISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE 110 SMS OR SELF DRILLING SCREWS WITHSUFFICIENTLENGTHTOACHIEVE3THREADSMINIMUMBEYONDSTRUCTUREINTERIORWALL. 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 INSUBSTRATESWITHSTRENGTHSLESS•THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD — MINIMUM SPECIFIC GRAVITY OF G-0.42BCONCRETE — 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—TS .048' THICK MINIMUM15. APPROVED CONFIGURATIONS: OX. XO. XX. Y.P, PX, XIP, PIX TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 NOTES 2 — 3 ELEVATIONS 10 INSTALLATInAI A TAN C RMSIDNS REV DESCRIPTION DATE APPROVED A ADDED CHARTS OS/OS/12 R.L. 8 REVISED PER NEw TESTING 10/29/13 R.L. C ADDED FLANGE AND FININSTALLATION 12/06/13 R.L. D REVISED INSTALLATION DETAILS 08/03/15 R.L. E REVISED INSTALLATION DETAILS 06/21/17 R L. MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 1703D SERIES 420 REINFORCED SGD 96" x 96" NOTES DMwN: F.A. 06—OD499 scut NTS I DATE 02/23/09 sNcn 1 OF 10 L. ROGER TO LOADS P.E. 1112 WOODFORD RO LEMSwLLE. NC 27925 d1•40 .0609 r9DmRssoft l P.'. SIGNED: M2112017 5 R 0 G E NSA; 9LP11 0 EOF 'Qj Rtv SEi ONa j1 N`\ Luis R. Lomas P.E. FL No.: 62514 96" MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART #3 FOR NUMBER OF LOCATIONS REOuiREO 6" MAX - 17" MAX 6" MAXI_ O.C. fi" MAX 17" MAX O.C. 96- MAX I O FRAME HEIGHT L / / 6' MAX SERIES 420 REINFORCED SGD EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING t40.0PSF NONE SEE CHARTS D 1 AND 02 FOR OTHER UNITS RA TINOS NO TES: I. P4AXIMUMPANEL SIZE., 48112'x 95' 2. MAXIMUM D L.O.: 44 S/9' x 90 SIB' HARDWARE SCHEDULE HANLOE SET (99-04.145) AT 30 314.ON CENTER FROM EM ROLLERS (99.17.195) AT EACH ENO OF PANEL SOT REINFORCEMENT (668) AT ALL PANEL INTERLOCKS RPINPeRGEMENT 142371 INTERLOCK ADAPTOR AT IN1 CHART RI WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. SEE NOTE 9 SHEET I Design pressure chart (pso Sngla Panel and Total frame wldtn (n) frame Fraffe J0.0 20.0 42.0 48.0 n) wghl 60.00 72.00 84.00 96.00 Pea Nap Pas I Nep Poa Nap Poa I Nap 14.0 40.0 1 60.0 1 40.0 1 20.4 40.0 52.2 40.0 a6.0 D1.0 40.0 60.0 40.0 54,9 40.0 49A 40.0 45.0 92.0 40.0 59.6 40.0 41,9 a0.0 48.a a0.0 42.4 9a.0 40.0 Se.9 40.0 49.2 40.0 43.9 40.0 40.0 CHART D2 WHERE WATER INFILTRATION RESISTANCE IS NOT REOUIRED. SEE NOTE 9 SHEET I Design pressure chart (pSO Sitga Panel and Total Frarro Wdtn (n) frame Jo.o Je.o 2.0 4e.o Helght n) a0.00 Oil. 84.00 Mau Pat I Nap I Poa Nap I Poa I Nap Poa Nap 84.0 80.0 56.2 Se.2 52.2 52 2 40.0 48.0 98.0 80.0 54,9 54 9 49.1 49.1 45.0 45.0920le. 59.6 51.9 51.9 46.4 46.4 . 42.4 d2.4D6056. a 4D.2 49.2 43.2 43.9 40.0 40.0 P.AA7 es Number of ARCRor to ea tlens 00Liked Saga Penal and at Frame VMth (in) Frarro Jo.O 36.0 12.0 48.0 Haight n) so, 72.0 1; 0 9tL0 Ha5 Jame H4S Jamb Has Jamb Has Jamb 84.0 4 6 5 6 8 8 8 8 88.0 4 8 5 6 6 8 6 8 92.0 4 6 5 6 8 6 8 8 D6.0 4 6 5 8 8 8 9 6 FACE OF OPERABLE PANEL INTERLOCK RMSONS otscalp om Wtt APPROA Ts 03/05/12 R.L. R NEW iEStINCWINWALLIATION 10/29/13 R.L. GE AND FIN INSTALLATION 12/06/13 R.L. TALLATION DETAILS 08/03/15 R.L. STALLATION DETAILS 06/21/17 R L. MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRAT2, PA 17030 SERIES 420 REINFORCED SGO 96" x 96" ELEVATION DRAWN: NO. dNC F.A. 08-00499 seAtt NTS o"tt 02/23/09 1 s"tc' 2 OF 10 L. RmERTO LONAS P.E. 1432 WOOOFORD AD LEMSVILLE, NC 22WJ 4J44a8-0609 raemax®alomaxpe.com SIGNED: 06/2112017 ENS p OAT 60F ,'rum 0,ffcOR10P•• ss ONA I0aG\` Luis R. Lomas P.E. FL No.: 62514 6" MAX —" 6" MAX 117" MAX O.C. 96" T— MAX FRAME HEIGHT 6" L 96' MAX FRAME WIDTH 1) ANCHOR PER LOCATION AT HEAD EL JAMBS SEE CHART p4 FOR NUMBER OF LOCATIONS REQUIRED 17' MAX O.C. RIVISIONS K' DESCRMON DATE M RW40 A ADDED CHARTS 03/05/12 R.L. B REVISED PER NEW TESTING 10/29/13 R.L. C ADDED FLANGE AND FIN INSTALLATION 12/05/13 R.L. D REVISED INSTALLATION DETAILS 08/03/15 R.L. f REVISED IN57ALLATION DETAILS 06/21/17 R.L. 6' MAX NOTES. 1. MAXIMUM PANEL SIZE: 49 112• x 95- 2. MAXIMUM D.L.O.: 44 Sqi- x 90 5A1' CNdR7 re SERIES 420 REINFORCED SGD ( 2) ANCHORS PER LOCATIONEXTERIORVIEW AT SILL RT 14DESIGNPRESSURERATINGIMPACTRATINGFORNlMBEROF LOCATIONS REQUIRED 140.0PSF NONE SEE CHARTS Mi AND M2 FOR OTHER UNITS RATINGS HARDWARE SCHEDULE i (1) FLAT MOUNTED MMJLDE SET (99-04.145) AT 38 314. ON CENTER FROM PANEL BOTTOM 1. (1) METALLIC TANDEM ROLLERS (99.17.10M AT EACH END OF PANEL BOTTOM RAILS ALUWJNUM5063•TO REINFORCEMENT (568) AT ALL PANEL INTERLOCKS ALUNJNVM8083•TS REINFORCEMENT(4237) INTERLOCK ADAPT RAT INTERIOR FACE OF OPERABLE PANEL INTERLOCK Number of anchor locations required Frame Wight Single Panel and Total Lain Wbth (in) 70.0 3&0 42.0 4e.0 60.0 72.0 84.0 96.0 H85 I Jamb I Has J.mb HaS I Jamb I H65 Jamb 84.0.. ee.0 4 e S e e e e e PLO S e s e e e B 6 Sao 4 e s e e e a e MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 REINFORCED SGD 96" x 96" FIN ELEVATION DRAWN: Dn0 NO. F.A. 08-00499 soaE NTS D"TE 02/23/09 1 SNUB OF 10 L ROBERTO LOWS P.E. 4432 WOODFORD RD LEWISVILLE. NC 77027 434.688-0609 410maspblems1Re eom SIGNED: 0612112017 RE 1 I0 iii x Luis R. Lomos P.E. FL No.: 62514 REVISIONS Rev USCRiPi10N OATS •P0040 1/2 MIN. EDGE DISTANCE A ADDED CHARTS 03/O5/12 R.L. B REVISED PER NEW TESTING 10/29/13 R.L. C ADDEO FLANGE AND FIN INSTALLATION 12/06/13 R.L. 1 3/8' MIN. WOOD FRAMING EMBE MENT 0 REVISED INSTALLATION DETAILS 08/03/15 R.L. OR 2X BUCK — E REMSEO INSTALLATION DETAILS 06/21/17 R.L. BY OTHERS 1/4' MAX. SHIM MIN, 1/4" MAX SPACE BID WOOD EMBEDMENT SHIM SPACE SCREW INTERQIOR T- 1/2 MIN. EOCE DISTANCE EXTERIOR INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT 110 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS MIN. AENT Luce 1JIWANbL 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 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRAT2, PA 17030 SERIES 420 REINFORCED SOD 96" It 96" FRAME INSTALLATION DETAILS oRAw1I; ow"— F.A. 08-00499 seALt NTS °"tt 02/23/09 1 S-L" 4 OF 10 L. AOBEATO LOMAS P.E. 1432 w000FOR0 AD LEIVIS VILLE. NC 27023 0 ld-0609 Apfnaa 4brn>1tPP.Gan SIGNED: 06/21aW OAT 6OF 717 E i',S,% NA 1'Ea\\ Luis R. Lomas P.E. FL No.: 62514 1/2" MIN, EDGE DISTANCE METAL p 1/4" MAX, STRUCTURE p I r SHIM SPACE BY OTHERS tl 10 SMS OR SELF DRILLING SCREW EXTERIOR II II II II INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT 110 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATIGIV NOTES: I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITHASTM E?I I? r 1/2" MI EDGE DIST, L 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS FIVASIONS -_ OESCRVTON DATE APPRMI) ADDED CHARTS 03/05/12 R.L. REVISED PER NEW TESTING 10/29/13 R.L. ADDED FLANGE AND FIN INSTALLATION 12/08/13 R.L. REVISED INSTALLATION DETAILS O5/03/15 R.L. REVISED INSTALLATION DETAILS 06/21/17 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 REINFORCED SGD 96" x 96" FRAME INSTALLATION DETAILS PAW. ONO NO. F.A. 08-00499 Irla NTS DATE 02/23/09 s"Er5 OF 10 L ROBERTD LAMAS P.E. Idu WOODFORD RD LEWISVILLE. NC 27077 d74.ff" 09 //Porn./Kom sP. COm SIGNED: 0&21/2017 J S1R!-toIf• N•GENIr 9,p OF Cp5! `* . ONA D G\f $ l. 111.101 Luis R. Lomas P.E. FL No.: 62514 RLNSxIN9 1 1/2" MIN. I• MIN. Rcv DESCRIPTION OAX APPAMo SEPARATION EDGE DISTANCE 1 A ADDED CHARTS 03/05/12 R.L. B REVISEO PER NEW TESTING 10/29/13 R.L. a .. •'. C ADDEO FLANGE AND fIN INSTALLATION 12/06/13 R.L. e 1 1/4" MIN. 0 REVISED INSTALLATION DETAILS OB/OS/15 R.L. J EMBEDMENT 1 1/4" MIN. E REVISED INSTALLATION OETAtLS 06/21/17 R.L. CONCRETE/ _ EMBEDMENT MASONRY 1/4• MAX. BY OTHERS _ SHIM SPACE OPTIONAL T— .' •' 111--- 1/4" MAX. IX BUCK — 1. •.a I SHIM SPACE INTERIOR TO BE PROPERLY MIN. .} EDGE :•:. SEE NOTE 3 DISTANCE SHEET 1 •° 3/16- TAPCON 3" a''• A EXTERIOR INTERIOR SEPARATION • ''" SILL TO BE SET IN A BED OF APPROVED SEALANT 'a •. . 3/16' TAPCON EXTERIOR 3/16" TAPCON CONCRETE/MASONRY BY OTHERS JAMB INSTALLATION DETAIL OPTIONAL IX BUCK CONCRETE/MASONRY INSTALLATION MASONRY TO BE PROPERLY CONCRETE SECURED BY OTHERS SEE NOTE 3 SHEET I NOTES: 1 1/4• MIN. I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. EMBEDMENT NOT SHOWN FOR CLARITY. OTHERS2. PERIMETER AND JOINT SEALANT BY Ad• e' •' • '° : •. OES GNEO fN ACCORDANCE WITH ASTM E2 TO BE SIGNED: 0612112017 2 7/8" MIN. I' MIN. MI WINDOWS AND DOORS LLC 1111111r11jY,/ SEPARATION EDGE DISTANCE 650 WEST MARKET STREET \? R L 0'11y i GRATZ. PA 17030 VERTICAL CROSS SECTION CONCRETEIMASONRYINSTALLATION SERIES 420 REINFORCED SOD _ k•/ o5 /' 96" x 96" a•.t4avli tQ` FRAME INSTALLATION DETAAlO 13••, AT Of : W- fAWN: ovO • 08- 0049,/R10 F. A. art sNcaN/,6NA1NTS 02/23/09 6L.ROBERIOLOLUSPE.Luis R. Lomas P.E. I422 WOODFORD Ra LEWISVILLE. NC FL No.: 62514 t] 4•666-0609 mamrt®aromauwc 1/2• MIN. F-1 EDGE DISTANCE WOOD FRAMING OR 2X BUCK BY OTHERS 1 3/8• MIN. EMBEDMENT 1/4' MAX, SHIM SPACE III10 WOOD SCREWS EXTERIOR II I 11 11 INTERIOR TO BE SET IN D OF APPROVED kN7 110 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS MIN, WENT rvvr y,.a,r+,•yy VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES. I. INTERIOR AND EXTERIOR FINISHES, BYOTHERS, NOT SHOWN FOR CLARITY. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 REVISIONS REV DESCmPTION WE APPIIono A ADDED CHARTS 03/05/12 R.L. B REVISED PER NEW TESTING 10/29/13 R.L. C ADDED FLANGE AND FIN INSTALLA71ON 12/05/13 R.L. D I REVISED INSTALLATION DETAILS 08/03/15 R.L. E I REVISED INSTALLATION DETAILS 06/21/17 R.L. 1 3/8' MIN. 1 l/ 4' MAX. EMEBEDMENT SHIM SPACE 1/2• MIN. O INTERIOR EDGE DISTANCE Fill 10 WOOD SCREWS EXTERIOR 7-- l-Ar— WOOD FRAMING JAMB INSTALLATION DETAIL OR 2X BUCK WOOD FRAMING OR 2X BUCK INSTALLA77ON BY OTHERS SIGNED: 0612112017 MI WINDOWSAND DOORS LLC R IlilO,'/' 650 GRATZ, PA 17030 St fGEN. F' GSERIES420REINFORCEDSGD51*_ 96" x QAT M-'07, FLANGE INSTALLATION DETAILS vo0 F•'°1OR10; • '. DRArm: oWD No. Rn F.A. 08-00499 E S G lONA 11\\\ MALE NTS I DATE 02/23/09 s"CO 7 OF 10 Luis R. LOmOs P.E. L ROBERTO LOAIAS P.E. Ty? 1N700FOR0 RO LENVSWLLE, NC?70Z7 034- 688,0609 momaspw.,.„pc,N, FL No.: 62514 1MIN. I EDGE DISTANCE 1 1/4" MAX. METAL SHIM SPACE STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 10 SMS OR L SELF DRILLING 1/ 2" SCREWMIN. EDGE DISTANC EXTERIOR INTERIOR r 1/ 2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BYOTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT AY OTHERS TO BE DESIGNEO IN ACCORDANCE WITH ASTM E2112 SILL TO BE SET IN A BED OF APPROVED Rt0 SMS OR SEALANTSELFDRILLINGSCREWS METAL STRUCTURE BY OTHERS RMSMNS AN OESCRI f10N DATC APPRO-EO A ADDED CHARTS 03/05/12 R.L. 8 REMSEO PER NEW TESTING 10/29/13 R.L. C AOOEO FLANGE AND FIN INSTALLATION 12/06/13 R.L. 0 REVISED INSTALLATION OETAILS 08/03/15 R.L. E REVISED INSTALLATION DETAILS OB/21/17 R.I. i / A" LIAV JAMB INSTALLATION DETAIL ME TAL STRUC TURF INSTALLATION MI. WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 REINFORCED SOD 96" x 96" FLANGE INSTALLATION DETAILS ORAWN. I - - F.A. 08-00499 sc Lc NTS °"n 02/23/09 s"ErT8 OF 10 L. ROBERTO LOA/AS P.E. Isj2 WOOOFORD RD LEVASVILLE. NC 27023 gjg488. 0609 Aanss®Worrusaco^ SIGNED: 0612112017 511R E SDAT 5OF ORvol, G iZ/ONA Lt?\`\ Luis R. Lomas P.E. FL No.: 62514 1 1/2" MIN, 1 MIN, SEPARATION EDGE DISTANCE y I a 1 1/4" MIN. CONCRETE/ •'' EMBEDMENT MASONRY BY OTHERS 1/4" MAX. r SHIM SPACEOPTIONALL IX BUCK rTOBE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16" TAPCON EXTERIOR 11 I I I I INTERIOR SILL TO BE SET IN A BED OF APPROVED 3/16" TAPCON SEALANT MASONRY/ CONCRETE BY OTHERS a 1 1/4' MIN. EMBEDMENT e e 2 7/8" MIN. 1" MIN. SEPARATION - EDGE DISTANCE VERTICAL CROSS SECTION CONCRET&MASONRY INSTALLATION 1 1/4" MIN• EMBEDMENT MIN. ` EDGE DISTANCE MIN. SEPARATION law ocsONPT*m DATE APPRMO ARTS 03/05/12 R.L. ER NEW TESTING 10/29/13 R.L. ANGE AND FIN INSTALLATION 12/06/13 R.L. NSTALLATION DETAILS 08/03/15 R.L. NSTALLATION DETAILS 06/21/17 R.L. J 1/ SHIM SPACE INTERIOR LN, 3/16' TAPCON EXTERIOR CONCRETE/MASONRY ` BY OTHERS JAMB INSTALLATION DETAIL OPTIONAL 1X BUCK CONCRETEIMASONRY INSTALLATION TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT SHOWN FOR CLARITY, 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM EZI 12 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 REINFORCED SGD 96" x 96" FLANGE INSTALLATION DETAILS DRAWN: D" NO. F.A. 08-00499 scAL[ NTS 0*" 02/23/09 sMcn 9 OF 10 L. ROBERTO LOANS P.E. I47i WOODFORD RD LEWISVILLE. NC 77023 431-40•0609 rsomsso-w-°soe.com SIGNED: 0612112017 X\,;\sCENSF p .A 6' OF V/ONA 11` Luis R. Lomos P.E. FL No.: 62514 W000 FRAMING 1/4- MAX By OTHERS SHIM SPACE E'-71 1 1/4' r MIN. LEMBEDMENT APPROVED SEALANT BEHIND FIN pa WOOD SCREW 7/16" MIN EDGE DISTANCE APPROVED SEALANT BEHIND FIN 8 WOOD SCREW 7/16" MIN EDGE DISTANCE EXTERIOR INTERIOR RMSIONS DESCNpNON DATE ApPR0vE0 ADDED CHARTS 03/05/12 R.L. REVISED PER NEW TESTING 10/22/13 R.L. ADDED FLANGE AND FIN INSTALLATION 12/06/13 R.L. REVISED INSTALLATION DETAILS 08/03/15 R.L. REVISEO INSTALLATION DETAILS 06/21/17 1 R.L. 1 5/8- MIN. EDGE GIST. . CjL— _Cz— EXTERIOR TRIM INTERIOR MASONRY/CONCRETE JAMB INSTALLATION DETAIL METAL 1 EOGEN. BY OTHERS w000 FRAMING OR 2X BUCK INSTALLATION STRUCTURE DISTANCE BY OTHERS F HOOK STRIP TRIM INTERIOR EXTERIOR 1 1/4" MIN. EMBEDMENT HOOK STRIP INSTALLATION WOOD HOOK STRIP MASONRYICONCRETE FRAMING 010 SELF DRILLING BY OTHERS SCREW 1/4" MAX. PANEL r SHIM SPACE EXTERIOR INTERLOCK 1r— _r HOOK STRIP INSTALLATION INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION FOR SILL INSTALLATION SEE SHEETS.9•9. NOTES- 1. INTERIOR ANO EXTERIOR FINISHES, BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 METAL STRUCTURE 1/2" MIN. 1 I EDGE OISTANCE INTERIOR TRIM tANEL 3/8- MIN MBEDMENT HOOK STRIP 10 W000 CREW EXTERIOR TERLOCK HOOK STRIP INSTALLATION 2X BUCK/WOOD FRAMING MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRAT2, PA 17030 SERIES 420 REINFORCED SGO 96" x 96" NAILFIN k HOOK INSTALLATION DETAILS DMWN: OWD N0. F.A. 08-00499 ia' NTS -E 02/23/09 s"En 10 OF 10 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE. NC 27023 s.•eee-0sos Momat r/am.Lp.mm 1 1/4- MIN. EMBEDMENT r 1X BUCK BY OTHERS. IX BUCK TO BE PROPERLY SECURED 3/16- PANEL INTERLOCK SIGNED: 0612112017 I. 041 GtE N SO5 AT OF O ioss ONAOG. 11 . LuisR. Lomas P.E. FL No.: 62514 Florida Building Code Online Page 1 of 3 r t Per BCIS Home Log In I User Registration Hot TopkS I sut,—t surcharge i slits 6 Facts i Pubbcabons rec staff acts sde Map l 4nks I sear(h dba iii Product Approval W VSER: Pubbc User WooProductApproval Menu > Product Or Application Search > Application list > AppliCation Detail FL tl FL15080-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 NDSORDOO R.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 9 Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL15080 R3 COI Cert of Ind Scates 2017 s.odf Standard DASMA 108 DASMA 115 1 Year 2012 2012 Product Approval Method Method 1 Option D 1-1:--- r111-i-zna?n;lr;lm=wGGVXONrtDquS73Fr27yiPt... 4/24/2018 Florida Building Code Online Date Submitted Date Validated Date Pending FBC Approval Date Approved of Products 12/07/2017 L2/07/2017 12/09/20t7 02/13/2018 FL # Model, Number or Name Description 15080.1 RESIDENTIAL PAN DOORS MODELS 724, 426, 735, 750, 755 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 Page 2 of 3 Installation Instructions FL15080 R3 II 99A061-revF JambAttach s.pdf FL15080 R3 11 99AO75 Locklnstall s.pdf FL15080 R3 II 998079-revB sod 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 15080.2 RESIDENTIAL PAN DOORS MODELS 724, 426, 735, 7S0, 755 Limits of Use Installatinn Tnstructions Approved for use in HVHZ: No FL15080 R3 11 99A061-revF )ambAttach s.pdf Approved for use outside HVHZ: Yes FL15080 R3 11 99AO75 Locklnstall s.pdf Impact Resistant: No FLIS080 R3 11 99B080-revC s.adr 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 FL15080 R3 AE Eval Report ResPan r2 s.pdf Created by Independent Third Party: Yes 1S080.3 RESIDENTIAL PAN DOORS MODELS 724, 426, 735, 750, 755 Limits of Use Installation Instructions Approved for use in HVHZ: No FL15080 R3 11 99A061-revF )ambAttach s.pdf Approved for use outside HVHZ: Yes FL15080 R3 11 99AO75 Locklnstall saidf Impact Resistant., No FL15080 R3 11 99B081-revC s.pdf Design Pressure: +27/-31.2 Verified By: JOHN E. SCATES, PE FL 51737 Other: +27.0/-31.2 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 Eval Report ResPan r2 s.pdf Created by Independent Third Party: Yes 15080.4 RESIDENTIAL PAN DOORS MODELS 724, 426, 735, 750, 755 Limits of Use Installation Instructions Approved for use in HVHZ: No FL15080 R3 11 99A061-revF )ambAttach s.pdf Approved for use outside HVHZ: Yes FL15080 R3 11 99AO75 Locklnstall s.odf Impact Resistant: No FL15080 R3 11 990082-revC s.pdf 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 Eval Report ResPan r2 s.pdf Created by Independent Third Party: Yes 15080.5 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 THE DRAWINGS MODELS 724, 426, 735, 750, 755 Installation Instructions FL15080 R3 11 99A061-revF )ambAttach s.pdf FL15080 R3 II 99AO75 Locklnstall s.pdf FL15080 R3 11 998083-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.pdF Created by Independent Third Party: Yes 15080.6 RESIDENTIAL PAN DOORS MODELS 724, 426, 735, 750, 755 Limits of Use Installation Instructions Approved for use in HVHZ: No FL15080 R3 11 99A061-revF JambAttach s.12df Approved for use outside HVHZ: Yes FL15080 R3 II 99AO75 Locklnstall s.pdf Impact Resistant: No FL15080 R3 11 99B084-revB s.12df Design Pressure: +42.6/-48.9 Verified By: JOHN E. SCATES, PE FL 51737 Other: +42.6/-48.9 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 Eva[ Report ResPan r2 s.pdf Created by Independent Third Party: Yes 15080.7 RESIDENTIAL PAN DOORS MODELS 724, 426, 735, 750, 755 Florida Building Code Online Page 3 of 3 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 Installation Instructions FL15080 R3 11 99A061-revF )ambAltach s.Ddf FL15080 R3 11 99AO75 Locklnstall s.Ddf FL15080 R3 11 99B095-revA s.Ddf Verified By: )OHN 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 115080.8 1 RESIDENTIAL PAN DOORS I MODELS 724, 426, 735, 750, 755 1 Limits of Use Installation Instructions Approved for use in HVHZ: No FL15080 R3 11 99A061-revF )ambAltach s.Ddf Approved for use outside HVHZ: Yes FL15080 R3 11 99AO75 Locklnstall s.Ddf Impact Resistant: Yes FLIS080 R3 11 998096-revA s.odf Design Pressure: +37.8/-42.9 Verified By: )OHN E. SCATES, PE FL 51737 Other. +37.8/-42.9 LISTED IS FOR THE 8' 0" X 7' 0" Created by Independent Third Party: Yes OTHER SIZES AND PRESSURES ARE LISTED ON THE Evaluation Reports DRAWINGS WINDOWS ARE NOT AVAILABLE FOR FLIS080 R3 AE Eval Report ResPan r2 s.Ddf WINDBORNE DEBRIS APPLICATIONS. Created by Independent Third Party: Yes flack Hc><t Contact Us :: 2601 Blair Stone Road_ Tallahassee FL 32399 Plane: 850.487-1824 The State of Florida B an AMEW employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida lawaddresses are emailaddressarepublicrecords. If you do not want your e-mail address released in response tD a Public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455. 275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455. F.S. must provide the Department with an email address d they have one. The emails provided may be used for official communication with the licensee. However email addresses are public retard. 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: sccutI['AIET Icy. r._..r__ -- 11; ,,,-?nararr=ta,(-;pVXOxvtDauS7317r2ZYiPt... 4/24/2018 2' 1/4' X 1/2" LONG ACV. STEEL CARRIAGE BOLT k HUT RONTAL TRACK USE EXTRA CAGE OR 13 GCE 1/4' A 3/4' EO ON THE WEIGHT HEX HEAD SELF THE DOOR. (()) ORLUN0//SCREW SHEET211EITAL•SCREYS• 3/4' X 1-1/2' % 13GACE MIN. GALV. STEEL HORRONTAL ANGLE. 13 GAGE Lam. GALV. STEEL TRACK SPLICE OR FLAG BRACKET. FASTEN TO WOOD JAMB WITH 5/16' X 1-1/21#4 SCREWS. DETAIL 0 2' 16 CAGE CA,V, STEEL VERTICAL TRACK BOLTED TO TRACK BRACKETS WITH 1/4"-20 z 5/e' TRACK BOLTS. 5EE DETAIL E M. 9' X 6•) 42' 9' % 7') v DETAIL E 2 BRACKETS EACH LOE 1/2' POLYSTYRENE INSULATION STANDARD FOR MODEL 735 — 24 1750. f 6GA. GALV. STEEL TOP BRACKET WITH NGA, ROLLER HOLOL DER SCC pETAR 0. OPTIONAL $58 GL455 LIGHTS A STRUTS Y 200A w10E (9 1 7) 3' 16GA WIDE 9 X 6 SEE DETAIL A) SEE DETAIL F), 2' ROLLER WITH 7/16' OIA SHORT STEM. rTIRE: 7 BALL In 14 GAGE GALV. STEEL END HINGES ATTACHED WITH 5) SCREWS TYP. (SEE DETAIL f) THIS STRUT BELOW HINCE'l m OTHER STRUTS IN MIDDLE OF SECTIONS. 2 PER VERTICAL SIRE) 1-3/8' POLYSTYRENE INSULATION OPTIONAL FOR u00. 724, 730. 750. 426 k 755. 13 GAGE GALV. STEEL BOTTOM BRACKET ATTACHED WITH 2 FASTOtERS BOTTOM SCREW CAN BE ABOVE OR BELOW ROLLER. 11 (SEE OETAIL C)-\ DETAIL A 3' 20GA WIDE STRUT (9 X 7) 3' 16G WIDE STRUT (9 X 6) ALTERNATE CONSTRUCTION USING (2) STRUTS. ONG PANEL MBOSSES PTIONAt LOCKWPTIONAL SwGU CAR) NOTE: DOOR MUST BE INSTALLED WITH OTHER AN ELECTRIC OPERATOR OR A LOCK (MUST ENGAGE BOTH TRACKS ON DOORS WITH EXTENSION 4'X 16' AIR VENTS SPRNCS). 2) REO'0. 60 $0. IN. MIN. TOTAL OPEN AREA) OPTIONAL. . RAILS O 0 END CAP 20GA LML USE ONE EXTRA SELF ORR.IWC SCREW THROUGH TOP LEAF OF HINGE. ENO STILE AND RAIL. TYPICAL EACH ENO MINCE. DETAIL F CLNTLK STILL U — 13 GAGE CALV. STEEL TRACK BRACKETS. SEE ABOVE FOR SPACINC. FASTEN TO WOOD JAMBS WITH 5/16' X I-I/2' \\ %%%((II())/ // NOTE: GLAZING GOES NOT SATISFY IMPACT1-1/2- LAG SCRIwS k WASHERS PREPARATION Of JAMBS BY OTHERS SECTION A -A \ // OCBRIS REQUIREMENTS IN FBC SCE DETAIL E. SECTION B—B NOTE: AI1 NON-OESCRIPtIVE fASTENERS SHOWN TO BE N\p';•' N cL9/ v 1/4'-20 X 3/8' HEX BOLTS k NUTS OR I/A- X 3/4' LONG HEX HEAD SHEET METAL SCREWS. No.51737 1 P.S.F. TABLE i a' STATE OF Oigitally signed by(John E. Scates, P.E. o'•A10pivol, y2VVii\` ' Oate: 2015.04.14.1"5:45 -05'00' SSION ; NN OR 512 DESIGN PRESSURE TEST PR[SSURC IN N N N 171V N • HIVE NEGT 9'-0' 7'-0" 27.0 31.2 40.5 46.8 9'-0' 30.4 40.5 45.6 OORS SHOWN ON THIS DRAWING HAVE BEEN OEMONSTRATEO TO WITHSTANO THE PRESSURES IA—v" "' 137- r-42vJ STEO IN THE TABLE ABOVE VIA TESTING TO ANSI/OASMA 108-05, PE- 2 972d9500 IETERMINAVON OF SUITABILITY FOR SPECIFIC SITES IS THE RESPONSIBILITY 0: OTHERS. P;me"Iona) Engineer's seal p ovld4d only for v McatfonR.andlood eomtrveGon cetchs. CENTER STILLS k CENTER HNGE5 (I COLUMN) DETAIL C ENO STILE 20CA. 9 X 7 J9 X 8 P.O. BOX 6915 Wj WINDSOR DOOR LITTLE 219 9C15 AR 501) 562-1a72 MODELS: 724. 426, 730. 735. 750, 755 PART NAME: WINDLOAD RESIDENTIAL PAN DOOR W3 B i2 t5 t t RLB TOLERANCE FRAC - 1/15OCC. 3.015 ANc.: 1 2866 3-10-08 RLB 284$ 1 1 - 1 —07 RLB NEXT LUEL PLOT SCALEI GATE: 2/27/07 ORN. BYIBH G. NO. 99—B-08t28103-8-07 RLB E.C.N. I DATE JAPPROV.1 SCALENONE FSHEE1 I OF 3/4' K 1-1/2' X 13CACE MIN. Cµv. STEEL NORZONTAL ANGLE. 1/4' X 1/2' LONG CARRIAGE BOLT 6 HUT 2' GLv. HORIZONTALBAGALE 1E xX3/a* EX HEAD SELFNDR0.tWG SCREW TBASEDONTHE wOCHT WEIGHT Or 7nC DOOR VS[ (t2)) SHEET 1/4' x 3/•. METALSCR[1K. 13 GCE MIN. CAW. STEEL TRACK SPLICE OR MC BRACKET. FASTEN f0 N000 JAMB WITH 5/16' X 1-1/2' LAG SCREWS GCE GALv. STEEL L TRACK SR DCiµC al• 1D . e; S•' tea 7 3T' 11D X 6; 3a• fo . 7 1 s 20 WE END STILES - FASTENED WITH TOC-L-LOCS TO PANEL USC CND CAP OVER END SIILCS. SCC PETREL °) STOP MOULDING NMCD MELT R'- 5-0 TT PE NAIL MIN. DETAIL D DETAIL E 3 BRACKETS EACH 40L 10 CALC OGAALEv. SrCEI CENTER MINCE RESIDENTIAL) AT7ACH[D WITH A FASTENER$. 20 CAGE DALY. SlEn CENTER STILE. ATTACHED WITH IOC-L-IOC OR POP RNCIB TO PANELS. 13 GAGE GLv. STEEL TRACK BRACKETS SEE ABOVE IOR ODSPACING. FASTEN TO WO,DITTOS WITH 5/10- X 1-1/2' LAG SCREWS k WASHERS. PREPARATION Or .IAMBS BY OTHERS. SEE DETAIL C. SECTION R-R Vll N N I 1 N 10'-O" 7'-0" 27.0 30.5 40.5 45.8 1D'-0"8'-0"+27.0 30.5 40.5 45.8 IZ ON7SIYRENE STANDARD FOR MODEL 735 - IB GCE GLv. STEEL TOP BRACKET WITH 14 WE ROLLER MOLDER SEC DETAIL D. SECON UPPER PART SECTIONROLLERWIRIER 2' ROLLER WITH 7/16' PIA. LONG STEM, TIRE• STEEL 10 BALL STRUT ON UPPER SECTIONONHINCCPARTLEAF. r SEC DETAIL C S ECRON ON "MINNCCEPLwor SEE DGT•1L C. µTERNAT[[ CONSTRUCTION OPTIONAL 550 USINr. (2) STRUTS CLASS LIGHTS S A STRUTS i I- OPTIONAL 3' 70 G vnOC LONG PANEL SEE DETAIL A) Q O EMBOSSES r oR e' 3' e 1 ° 7. 75' --I OPTIONAL LOCK DETAIL A TO'(SINGLE uR> 3. 7OCA WIDE STRUT A• K 15' AIR VENTS CCNTCR S71LES Ar NINCES 2) RED ,D. (i COLUMNS) 6DIAL so. AREA) AREESU LI Dp 3LLCOLUMNBSS Ors OPTIONAL CENTER STILE; ARE REOUIREO USE ONE EXTRA SELF N01E: DOOR MUST BE INSTALLED 2D CAGE DRILLINGSCREWTHROUGHWITHOTHERANELECTRICOPERATORCNDSiIIESlopLWOFHINGE, OR A LOCK (MIDST ENGAGE 007H END STILE k RAIL TRACKS ON DOORS W17H DREN51DN TYDItµ EACH [NO HINGE SPRINGS). \ C ` RAA OF F O 2OGA END CAM. DETAIL 8 0 17 PER VERTICAL STILE) O STRUTUPPER PART OF ONSECTION ON NME LEAF.. 0 21' OR 70' SEE OGIAII C. V. AND REPNWIHIGHPANELCID1-3/e' POLTSTVRENE INSULATION STEEL 75 CAM ALL MODELS EXCEPT OPTIONAL FOR MOD. 770. 730. 750. 755, 42s. L.N. L isOCAGE MODEL 2, STRUT ON BDTTOM BRACXET DETAIL C X 110 71T" NOTE: ALL NON-DESCRIPrNC FASTENERS SHOWN 70 BE i 13 GDE GALV. STCCL BOFIOM BRACKET I/o'- 20 X 5/0' HEX BOLTS r NM71 OR 1/A' X 3/• IONC HEX HEAD SHEET METAL SCREWS A —A ATTACHED WITH 2 FASTENERS BELOWMROLLER CAN BE ABOVE OR BOTTOSECTION NOTE: GLAZINGDOESNOTSATISrYIMPACT110XaDEBRISREONREMCNTS IN, rBC derryilton T7I- 7SOb7 DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES 7x-P[ Sd306-F-2203 USTED IN THE TABLE ABOVE VIA TESTING TO ANSI/DASMA 105-05. 7 PE 'J17 5500 DETERMINATION OF SURABIUrT FOR SPECIFIC SITES IS THE RESPONSIBILITY Or OTHERS. Protossional Cn0lnoor o, sW01 provgWe enN Tor varJKelion wirglooP construction oocods. p`t;? FAiQ •FS /ice No.51737 , ,• 1 0 ••, STATE OF • * ` RA TIO SIIINI I0?``` E.C.N. I DATE = P.O. Box B9 T 5 W% MNDSOR DOOR 72219 6915 501) 562- 1872 MODELS: 724, 426. 730. 735. 750, 755 PART NAME: wINDLOAD RESIDENTIAL PAN DOOR w3 B DWG. NO. 99-8- 051 HEET 2 OF 5 CIALV. $t[Cl ;ISIC A 2' CALV. STEEL U' HORIZONTAL TRACK 16 CAGE OR 13 DACE. 1.1BASSOONTHEwEICHT Or 1HE o00R. Os USE(()) // ET2L1E11AL. CALV. STCEL OR FLAG BRAC<R. 5/16' X 1-1/2-LAO SCREWS VMICAL TRACKCALV. STEEL TO TRACK BRACKETS WITH 1/4'-20 X 5/8' TRACK BOLTS. EC ORAn. [ 63' OETAIL E BRACKETS EACH SIDE 1/4- X 1/2- LONG CARRIAGE BOLT A NUT NOTE: UNL(33 SPCCIFICO OTHERVASE; ALL rASTENERS ARE 1/4•-14 X 3/4- 21HEX HCAO SHEET METAL SCREWS 00 1/ 4--20 K S/8- HEX BOLTS AND NUTS. 5- 1/2- POLYSTYRENE IASUUTION STANDARD FOR MODEL 735 20GA CNO STILES FASTENED TO PANfy WITH TOO-L-LOCS. USC CND CAP OVER ENO STILES. SEE GRAIL 8) 21' MICH PANCL STOP MOULDING HAILED EVERY 6' CALV. AN 6- 0 TYPE MAIL MIN. PREPAINTED STEEL 25 CAGE ALL MOOCLS EXCEPT 24 GAGE MODEL 2- 7SO. 755. 16 CACE CALV. STEEL TOP BRACKLT WITH 14 CACE ROLLER HOLDER SEE OEUIL 0. STRUT JUST BELOW TOP BRACKET. OPTIONAL SS8 CLASS LIGHTS 2- ROLLER WITH 7/16• CIA. LONG STEM. TIRE' STEEL 10 13ALL OPTIONAL LOCK STRUT ON UPPER PART Of SECTION ON HINGE LEAF. SEE DETAIL C SEE DETAILS 1 STRUT ON LOWCO PART OF SECnOM ABOVE HINGE LEAF SEE DETAIL C. 14 CAGE CALV. STEEL ENO 4'X 16' AIR VENTS HINGE ( COMNERCML) ATTACHED WITH 4) REO'0. 120 6) SCREWS SEE DETAIL C. SO. IN. MIN. TOTAL OPEN AREA) OPTIONAL STRUT ON UPPER PART OF BWER STqUi SECTION ON MINCE LEAF. ECTION 2 6: SEE DETAIL C CnoN f3 -- USE TWO EXTRA SELF GRILLING SCREWS THROW HIMCC, ENO STILE a RAII AS SHOWN. M. EACH ENO HWOE. . 2 PER VERTICAL STILE) STRUT ON LOWER PART OF SECTION ABOVE HINGE LEAF SEE DETAIL C. 1 - 3/8- POLYSTYRENE INSULATION OPTIONAL FOR MOD. 724, 730. 7. 755, 426. STRUT IN MIDDLE Of SECTION. AT GCE CALV. THSTEEL.BOTioM BRACKET 20 GAGE CALv. STEEL R STILE ATTACKED wITM 3 SCREWS. ATTACHED wnH TOC-L-Las OR RNM 18 CAGE CALV. STEEL CENTER MINCE RESIDENTIAL ATTACHED WIN 4 FASTENERS I A GCE CALV. STCEL TRACK BRACKETS. SEE ABOVE FOR OUAHTRV SECTION A -A AND SPACING, FASTENED TO WOOD JAMBS WITH 5 16- x 1-1/2- LAG SCRCWS 6 WASHERS. PREPARATION Of JAMS BY OTHERS, SEC DERAIL E. SECTION B—B TABLE RE Wi H IG IT NEGA POS' E I NEGATIVE i 6 -0 7 -0 +26.0 1 -29.1 1 +39.0 -43.7 1 John E scates VL 3121 fAIRCATE OR. Carrollton TX 75007 3RS SHOWN ON THIS DRAWING HAVE BECN OEMO-4STRATEO TO WITHSTAND THE PRESSURES TX -PE 59308-P-2203 tE0 IN THE TABLE ABOVE VIA TESTING TO ANSI/CASMA 108-05. E- 4 2' 9 SOO 7TERMINATION OF SUITABILITY FOR SPECIFIC SITES IS THE RESPONSIBILITY OF OTHERS. Proreaelonal Enpin.ara anal pnHAa. a only for W.Nrtalbn r, nel00e eensuuttion details. No. 51737 e BTA1E OF S14N111 UPPER SIRU SECTION j[2 SECTION Y3 CENTER SOLES 5 COLUMNS) CENTER MINCES I COLUMNS) - DETAIL C NOTE GLAZING DOES NOT SATISFY IMPACT DEBRIS RECMREMENTS IN rBC ALTERNATE USINC ( 2) DOUBLE CAR) 16CA ENO CAPS 04 8 ENO STILE 20CA. RAIL DETAIL B I I- 1.zs• NOTE: DOOR MUST BE INSIALLCO WITH EITHER AN ELECTRIC OPERAtOR 3' OR A LOCK MUST ENGAGE BOTH 1 TRACKS ON RS WOH EXTENSICN SPRINGS). 2. 75' DETAIL A 3• 18CA WIOE STRUT 116 X 7 P. O. BOX 8915 IWWIND. SOR D"R 7 219 R8915 AR 501) 562-1872 724, 426. 730, 735. 750. 755 PART NAME: WINOLOAD RESIDENTIAL PAN DOOR W3 B 121511RLBTOLERANCEoec '='. o°as ANG4 1 2866 3-10-08 RLB 2848 1 1-1 -07 RLB NEXT LEVEL PLOT SCALE DATE: 2/ 27/1 OR RHY DWG. N0. 99- B-081 28103-8-07 RLB E. C.N. DATE APPROV. NONE SHEET 3 OF 5 1/4• x 1/2' LONG 3/4' x 1-1/2' X 130AGE MIN. USE E7tTRA CARRIAGE BOLT A NUTCALV. STEEL HORIZONIN ANCLE 4' x 3/4' NCX MEAD SELF 2' CALV. STEEL DRILLING SCREW HORIZONTAL TRACK 15 CAGE OR 13 GAGE A 1145C0 ON THE WEIGHT USE (2)) 1l/4• x 4• Of THE ODOR SMELT )AEIAL SCR S. 13 OAGE MIN. GALV. STEEL TRACK SPLICE OR MO BRACKET. ITCH 1 WOOD JAMB RM6, $/, • X _,/z- LAC SCREWS. 2• 16 GAGE OALV. STEEL j4=9-x i%e'i'RWW"EioLTS. DETAIL D 1 ' - 1.25- 74' SEE DETAIL E jui OPEN" HEIGHT — 2.75• --I NOT OVER 50• DETAIL ADOORMOW) 3. 20CA WIDE STRUT X1/Y POLYSTYRENEULATIONSTAN0AR0 24 DETAIL E FOR MODEL 735-` 4 BRACKETS EACH SIDE T\ 5• i 16" CALV. STEEL TOP BRACKET WITH 14 CACE ROLLER MOLDER SEE DETAIL D STRUI JUST BELOW TOP niTURE. SEE 2' ROLLER WITH 7/16. OK LONO STEM. TIRE: STEEL 10 BALL OPTIONAL $SO CLASS LAMS SEE DETAIL 14 LACE CALV. STEEL END 4' x 16' AIR VENTS HINGES ATTACHED WITH (4) REO'D. 6) SCREWS. 7YP. (SEE DETAIL C). 120 S0. N. MIN. DIAL OPEN AREA) STRUT ON UPPER PART Of SECTION OVER WNGC LEAF. (SEE DETAIL C). STRUT ON LONER PART Or SECTION ABOVE M44E LEAF. (SEE DETAIL C). GALVANIZED STEEL STRUT. ATTACHED WITH 1/4• X 3/4' LONG HEX HEAD SELF DRILLING SCREWS 20 LACE END SIRES FASTENED TO 24' (2 PER VERTICAL STILE) PANEL WITH TOG-L-LOCS, PANEL GAILY AND USE END CAP OVER END STILES, PREPAINiCD 57CEL 1-3/8• POLYSTYRENE INSULATIONSEEoEIAILB) 225 GACEEALL OPTIONAL FOR MDO. 724, 730, 75D, SLOP MOLDWG NAILED EVERY e•--_ 24 GO[ MODEL 7SO 428. e-D TYRE NAIL MIN. 750. 755. STRUT OVER WITOLL BRACKET 2• 13 CAGE ENV. SPELL BOTTOM BRACKET ATTACHED WITH 3 SCR[W5. 15 GCE CALV. STEEL CCNTCR PONCE 20 C;AGE SET STILE. ATTACMED WITH 4 FASTENERS ATTACHED MRM 10G-L-LOGS OR MwVS. SECTION A —A 13 CAGE GLV. STEEL TRACK BRACKETS. SEC ABOVE FOR OUAHTITY NOTE: UNLESS SPCMCD OTM RVnSGANDSPACIAL. rA57ENCp TO WOOD JAMBS WITH S/le' X 1-1/7• ALL rASTENERS ARE 1 4-t4 X 3/4' LAG SCREWS Y WASHERS. PREPARATION OF ,IAMBS Br OTHERS. M HEAD SMUT MEI SCREWS ORSEEDETAILE. SECTION R-R 1fi-20 X 5/8" HEX BOLTS AND NVIS. IIIIII!! OOOR SIT1 MOTH I HEIGHT I POSITIVE I NEGATIVE I POSITIVE NEGTNE John Scot» PE 15'-0' 8'-0" +26.0 -29.0 +39.0 1-43-51 3121 FAIRGATE DR. CorrOBlon 7x 7 007Tx -PE 56MT F-2203 DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES bifE$i7 95DoLISTEDINTHETABLEABOVEVIATESTINGTOANST/DASMA 108-05. - Prote» lonol EnOMeer1, aeol DETERwNA71ON Or SUITABILITY FOR SPECIFIC SITES IS THE RESPONSIBILITY OF OTHERS. po w44 " Ter •4rif.eoGon MOlao6 caotruct)m Oeto6a. TYP, LOWER STRUT REF. — USE TWO EXTRA SELr SCREWS THROUGH TOP BOTTOM LEAF Or HIM; END STILE & RAIL AS SHOWN, TTP. EACH END HINGE. 2• STEEL ROLU LONG STEM) TYP. UPPER STRUT No.5175T O STATE OF /• yEr pC,t `-qOR%D i/// j/SS/ONE ; ALTERNATE CONSTRUCTION USING (7) STRUTS 16' (DOUBLE CAR) CENTER STILES 5) COLUMNS CENTER HINGES 3) COLUMNS NOTE: DOOR MUST BE UYSTALLCO WITH EITHER /U1 ELECTRIC OPERATOR OR A LOCK (MUST ENGAGE BOTH TRACKS ON ODORS WITH EXTENSION SPRINGS). DETAIL C NOTE. GLAZING DOES NOT SATISFY IMPACT DEBRIS REOUIREMENTS IN BC 5! q LOEK NN CND CAP, 16GA. CND STILE 20GA. 16 X 8 W WINDSOR DOOR P.O. Box 8915 722i9 B9Ci5 AR 50)) 562-1572 MODELS: 724. 426, 730. 735, 750. 755 PART NAME: WINDLOAD RESIDENTIAL PAN DOORS W3 B12/15/11 RLB TOLERANCE rRAc.t1/64 oNc. =.D15 866 3-10-08 RLB 2848 11-1-07 RLB NEXT LEVEL PLOT SCALE DATE: 2/27E. DRNBHBY DWG. NO 99-B-08128103-8-07 RLB E.C.N. DATE APPROV. gNONE SMEE7 Al OF 5 3/4' x 1-1/2' x 13 GAGE MIN. (3) I/a• rldMMOt Dan GLV. $TELL HORIZONTAL ANGE. 2' CALV. STEEL HORQOMAL TRACK 16 CAGE OR 13 CAGE. DASCD ON THE WDCNT Or INC DOOR. 1/•• K 3 .' 5/1CC7 METAL EKTRA SCREWS 1/4. 3 3/4• 13 CAGE MIN. GAILY. STEEL TRACK SPLICE HEX MCA CLt OR P-40 ORA KET. FASTEN TO ,000 ORILLNO SCREW JAMB "1H 5 16• z 1-1 7• LAG SCREWS DETAIL D. 2' 13 GAGE GN.v. STE0. VERTICAL TRACK SEE DETAIL C A,(16 x 0) 43' (It A 7) OPENINGCNI IHENOTOvER54• (11 x q HQCmT) 4---r I N- (Ia x 4) 36'(14x 7) 14' (It x 6) it (u x 7) DETAIL E S BRACKETS EACH SIOE J WJg• I ' I I i1' `,,.P 10 ENESTY 20 GCL ENO Spas - rwemeO StAN0AR0 TOR vnln TOC-L-LOCI TO PANEL M0IT 73$ 2- u$C ENO CAP OVER ENO STILES. ITC OEtAIL 8) SLOP MOULOING HAILCO EVERY t' i-0 TYPE MAIL MN. 21' a 241. NIT" PANEL CALV. ANO PREPNNTEO 2• STEEL 25 GAGE ALL MOOCLS CXCCPT IS GCE GLV. StE0. CENTER I1INCE _ r 24 CACC MODEL ARACHEO WITH 4 rASIENE[[RS. (RESIOENTIAL) 730. 755. VA F'ATCG-L-LOCSTEEL 10PN1P OM TO PANEL S.CO 13 GCC GLV. STC(L TRACK BRACKETS. SEC ABOVE L IL.A00.0 SCATS a FASTEN "PRREEPAe noN or"3„'le1i ev orNEs. SECTION A -A SEC OCTAL G NOTC: ALL NON-OESCRIPM FASTENERS SHOWN 10 BESECTIONB-B 1/4'-20 X 5/6' MEK SOLIS a MVTS OR 1/4' IT 3/4' LONG NEX MEAD SHEET METAL SCREWS. TABLE R SIZE VOCSOCH PRESSURE I TESTR SSURE VA TN I IjcIcHf I POSTNENEGATIVE I Posit r 18'-O- 7'-0 26.0 29.1 39.0 43.7 18'-0"8'-0"+26.0 29.1 39.0 43.7 OORS SHOWN ON THIS ORAWINO HAVE BEEN DEMONSTRATED TO WRHSTAND TFt_ PRESSURES E-9g1737 ISTCO IN THE TABLE ABOVE VA TESTING TO ANSI/OASMA 108-05. 7 4B4-B500 Pr616AP'6n6I En01Mtf t UNN11 OETERMINATION Of SUITABILITY FOR SPECIFIC SITES IS THE RESPONSIBILITY OF OTHERS. Prevkte aVy Ter Varitkatlan 61 AMIe60 COMStruCUen eel6n6. 13 GAGE GLV. Sfm TOP SPACKET WITH 10 CAGE ROLLER KaDER NOTE THAT ROLLER NCLOER CURL 6 TuMEO OONN. in OETNL 0 STRUT 3UST BELOW R STREETS TOP FIXTURE. 3' 16CA,Wi STRUT! ON LONER PART OF (SEE OETAR SECTION A90VE HINGE LEAF. D tRICANE ROLLER MINT SEE DETAIL OM. LONG STEM. ITEM, , 10 BALL StRUF•Ow UPPER PART OF SECTION ON MMGE LEAF. SEE OETAD. C. STRUT ON LOWER PART OF SECf10N ADM MINCE LEAF. E TMN" RCIAL)T04M INTTH (6) SCRWCOSEE DETAIL C. STRUT ON LOWER PART Or SECTION ABOVE HINGE ". STRUT ON UPPER PARR Or SECTION ON HINGE LEAF. HURRICANE ROLLERSWAR. C. ONG SITU MADE WCHLLSTRENCTNSTEEL) CALVAN12CO STEEL SIRUt. ATTACHED WITH I/A• X 3/4• LONG HEX HEAD SELr GRILLING SCREWS. 2 PER VERTICAL STILE) 1-3/8' POLYSTYRENE INSULATION OPTIONAL FOR IA00. 724. 730. 750. 755. 426. S'IRU1 ON BOTTOM BRACKET. CALV. STEEL BOTTOM BRACKET D MIRH 2 FASTENERS. NC C: ODOR MUST BE INSTALLCO WITH DINER AN ELCC?FAC OPCR AtOR OR A LOCK MUST ENGAGE BOTH TRACKS ON COORS WITH EXTENSION SPRWIGS). No.61737 ' q STATE Of z/// s ONi `1110 a\\\ Car1DNAL Ste CLASS UCNIS IS- (DOUBLE CAR) 1- X f0' AIR VENTS 4 REO'O. fffl 0 So. IN. MIN. OTAL OPEN AREA) OPTIONAL DETAIL C NOTE: Gu21NG DOES NOT SATISFY IMPACT DEBRIS REOLAREMENR IN Fee ENO VSWG(IE ION 7) STRUTS--7 OPTIONAL v /j LONG PANEL EMBOSSES Tae' e OP710MAL LOCK CENTYR STILES (7 COLUMN31 CENTER MINCES (3 COLUMNS) fitm 20 GATE END STILES t RAIL Ot X DETAIL B 1.25- 1 I- 2.75'-I 118 X 7 DETAIL A 3' 16CA WIDE STRUT 18 X 8 P.O. Box $915 W.WINDSOR DOOR 72 19 LE ROCK 501) 562-1872 724, 426. 730, 735, 750, 755 PART NAA(E: wINDLDA0 RESIDENTIAL PAN DOOR w3 81511RLB NW'NLk 10-08 RL8 1 1 07 RLB NEXT LEVEL PLOT SCALE 2 2DATE: I ORt 6r DWG. NO. 99-8-0818-07 RLB DATE APPROV., SMEE7 5 OF 5 Florida Building Code Online Page 1 of 5 r BCIS Moore I Log In User Registration 1 Hot Topic suborn Surcharge Slats 6 Facts Publications' Fee Stall I SCIS Site Map I Links' Search dbp Honda r Product Approval r` USER: PuWrc User ProductApproval Menu > Pradud or Applcalion 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 Dale Pending FBC Approval Date Approved 0 MI Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext2560 bsidinger@miwd. com Brent Sitlinger bsitlinger@miwd. com Windows Single Hung Certification Mark or Listing American Architectural Manufacturers Association Steven M. Urich, PE Bi 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 illr, c //t.tn.vty nnrifl»hnildine.ore/I rhx app dtl.aspx?param=wGCVXQwtDgvFGYZsjrZFR... 4/24/2018 Florida Building Code Online FL 8 Model, Number or Namc 17676.1 3540 SH 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 E 1300-04. Page 2 of 5 Description 36x74 Fin Frame Certification Agency Certificate FL17676 R6 C CAC APCf11355)C7327.01-109-47 - I.Ddf Quality Assurance Contract Expiration Date 04/12/2022 Installation Instructions FL17676 R6 11 Install - 3540 SH 36 x74 Fin.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.udf 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 If 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 40x66 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R6 C CAC APC A3485.01.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/26/2019 Design Pressure: +35/-45 Installation Instructions Other: R-PG35. Units must be glazed in accordance with FL17676 R6 11 Install - 3540 SH Fin 40x66.odf ASTM E1300-04. 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 FL17676 R6 C CAC APC 3540 Fin 44x63.odf Approved for use outside HVHZ: Yes 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 11 Install - 3540 SH Fin 44x63.0df ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 117676.5 13540 SH 144x72 Fin Frame I Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-47 Other: R-PG35. Units must be glazed in accordance with ASTM E1300.04. Certification Agency Certificate FL17676 R6 C CAC APC 3540 Fin 44x72.0dr Quality Assurance Contract Expiration Date 08/01/2022 Installation Instructions FL17676 R6 11 Install - 3540 SH Fin 44x72.0df Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 1 17676.6 13540 SH 144x84 Fin 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: LC-PG30. Units must be glazed in accordance with ASTM E1300-04. Certification Agency Certificate FL17676 R6 C CAC APCf 10816)C7324.01-109-47 - 6.odf Quality Assurance Contract Expiration Date 04/12/2022 Installation Instructions FL17676 R6 11 Install - 3540 SH Fin 44x84.Ddf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Florida Building Code Online Page 3 of S Evaluation Reports Created by Independent Third Party: 17676. 7 3540 SH 52x84 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R6 C CAC APC 3540 Fin 52x84.adf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/26/2020 Design Pressure: +25/-25 Installation Instructions Other, R-PG25. Units must be glazed in accordance with FL17676 R6 11 FL17676 R1 II Install - 3540 SH Fin ASTM E1300-04. 52x84.odf 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 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R6 C CAC APC 3540 FLS 36x74.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/28/2022 Design Pressure: +35/-50 Installation Instructions Other: LC-PG35 FL17676 R6 11 08-01252B 7.odf 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 Approved for use in HVHZ: No FL17676 R6 C CAC APC 3540"FLS 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 FL17676 R6 II 08-01372 511989.odf 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 Approved for use in HVHZ: No FL17676 R6 C CAC APC 3540 FLS 44x72.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/28/2022 Design Pressure, +35/-47 • Installation Instructions Other: LC-PG35 FL17676 R6 11 08-01247B 10.odf 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 FL17676 R6 C CAC APC 3540 FLS 48x96.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/28/2022 Design Pressure: +30/-30 Installation Instructions Other: LC-PG30 FL17676 R6 11 08-01371E ModF 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 117676. 12 13540 SH 152x62 Finless Frame I Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-35 Other: R-PG35 Certification Agency Certificate FL17676 R6 C CAC APC 3540 FLS 52x62.odf Quality Assurance Contract Expiration Date 08/ 27/2022 Installation Instructions FL17676 R6 II 08-02269A 12.odf verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports r1 ?,, am+„=wrl?VXONvtDavFGYZsirZFR... 4/24/2018 Florida Building Code Online Page 4 of 5 IFL17676 R6 AE 513015A 2269.pdf ICreatedbyIndependentThirdParty: Yes 17676.13 3540 SH 5202 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R6 C CAC APC(10818)C7325.01-109-47 - 13.pdf Quality Assurance Contract Expiration DateApprovedforuseoutsideHVHZ: Yes Impact Resistant. No 04/12/2022 Design Pressure: +30/-30 Installation Instructions Other: R-PG30 FL17676 R6 11 08-02270A 13.pdf 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 17676.14 3540 SH 52x84 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R6 C CAC APC 3540 FLS 52x84.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/26/2020 Design Pressure: +25/-25 Installation Instructions Other:R-PG25 FL17676 R6 11 08-01514 512141.)df Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R6 AE 512141 3540 Fls 52x84.pdf Created by Independent Third Party: Yes 17676.15 3540 SH 48x72 Fin Frame Limits of Use Certification Agency CertiFcate Approved for use in HVHZ: No FL17676 R6 C CAC APC A2726.01.ndf 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 Il Install Instructs - 3540 SH FIN 48x72 (As Tested).ndfASTME1300-04. 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)C7327.01-309-47 - 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.pdf 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 7301 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.pdf 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 Clip.adf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R6 AE 513853.1)df Created by Independent Third Party: Yes Dack NEVI Contact Us :: 2601 Blair StonE Road_ Tanahassee FL 32399 Phone: 850-487-18Z4 The State of Florida is an WEED employer S,opyriaht Z007.2013 State of Florida.. • Privacy Statement :: Accessibility Statement :: Refund Statement under rlonda taw, email addresses are public records It you do not want your a -marl address released in response to a public -records reauesL do not Send electronic mail to this entity. Instead. Contact the office by phone or by traditional marl. If you have any questions, please Contact 6SOAII7.1395. -pursuant to ELEVATION 36' 2' lyp. I Max. 2' typ. TT 8' o.e. / Max. / L r Min .Edge 7/16. % 4""CLEARANCE CALL, FOUR SIDES) NAIL FIN• IS A GENERIC TERM VHICH HEAD DETAIL IZE HEADER AS NEEDED CAQLk UNDER NAILING FIN FNTIRE PERIMETER BEFORE FASTENING. ES1(SHOWN • SHEATHING)DUST AC VE-1/4EW PENETRATION INTO STUD: SILL DETAIL Notes,. 1, InstofloUon depicted based .off of structural teal ,report 11121S3.OIL109-47, 2. Wood screws -shall satisfy the Notional Design Specificotion, 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 frame width. Tapered or partial width bucks ore not allowed. Wood buck shall be secured to ' the etructure 'to resist oil design loads. 4. -Wood screw lengths. shall be sufficient to guarantee 1-1/4,' penetration into wood. buck. 5. Maximum shim Ihickness of 1/4' permitted at each fastener location. Shims shall be Mood bearing, non - compressible, -type. 6.. These droWings .depict- the detdilr necessary to meet structural load requirements. They do not address the air infiltration,, nfiltration, water penetration; 'intrusion or thermal performance requirements of the insloilotion, 7. ,Installation shown is' .thot of the test window for .the size shown and the design pressure claimed; For window sizes oiler than shown, locale fosteners• 2' from comers and no more than .8' on center. Design, pressures of smoller window sizes ore limited to that of the test window, WE AND DESIGN PRESSURE CNART FAS)ENER TYPE AND SPACING SWOWN WILL A110W DESIGN PRESSURES UP TO' +40.101-50 UNITS UP TO 36' x 84' SEE TEST REPORTS FOR INDIVIDUAL UNIT SIZE AND APPLICABLE DESIGN PRESSURE LIMITATIONS) INSTALLATION INSTRUCTIONS FASTENER 'SCHEDULE — FI N— wxaico I m M.R. e.n 12-14-09 WlndoweB.Doors 3540 Single Hung ru, NONE Cr1 1 Gratz, PA 3540-3240 SH F1N - 36' MAX. I FRAME WIDTH I LI 4" MAX. ANCHORS TO BE EQUALLY SPACED. SEE / ANCHOR CItART SHEET 1 FOR UNIT SIZE AND ANCHOR QUANTITY O 8MAX. FRAME HEIGHT I X L 4MAX. 1 SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW' EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING 40.0/• 50.OPSF NONE Number o/ anchors requIred at each jamb Height in) Panel wletlL( In) 24.0 30.0 28.0 24.0 2 2 2 20.0 2 2 2 28.0 3 3 3 42.0 3 3 3 48.0 3 3 3 54.0 3 3 4 60.0 4 4 4 66.0 4 4 4 72.0 4 4 5 78.0 4 4 5 84.0 4 s' 5 ANISgrK ALV OLSOA. PIWM 0An I*114t:co NOTES: I) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMT+L WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2) WOOD FRAMING AND MASONRY. OPENING TO 3E 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) IX BUCK OVER MASONRY/CONCRETF. 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 CF THE ARCHITECT OR ENGINEER OF RECORD. 4) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE. DESIGN Or IH_ PRODUCT SHOWN HEREIN. WIND I.OAO DURATION FACTOR Cd11.6 WAS LSE:) FOR WOOD ANCHOR CALCULATIONS. 5) FRAME MATERIAL: EXTRUDED RI:;IO PVC. 6) SASH UNITS MUST BE REINFORCED WITH GVL-451-020 STEEL. REINFORCEMENT MEETING RAILS MUST BE REINFORCED vnTN R=-104S-020 STEEL REINFORCEMENT. 7) UNITS MUST BE GLAZED PER ASTM E1300-04. 8) APPROVED IMPACT PROTECTIVE SYSTELI IS RFOjjiRFO FOR THIS PRODUCT IN WINO BORNE DEBRIS REGIONS. 9) SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD AEARIN('• Stil:!. SHIM 'NHERE SPACE OF 1/16" OR GREATEP OCCURS. MAXIMUM ALLOWABLF Smm STACK TO BE 1/4". 10) FOR ANCIIORINC INTO MASONRY/CONCRETE USE 3/16"' TAPCO14S WITH $tirrICICNi LENGTH TO ACHIE`7E A. 1 1/4" MINIMUM EMBEDMENT INTO StBSTRATE will, 5/8" MINIMUM EDGE DISTANCE. LOCATE AtICHORS AS SHONNI IN ELEVATIONS ANO INSTALLATION DETAILS: 10 FOR ANCHORING INTO WOOD FRA61INC OR 2X BUCK USC #8 W000 SCRC'k wITII SUFFICIENT LENGTH TO. ACHIEVE A 1 3/16" t.41NimUM EMBEDMENT INTO SUBSTRATE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12) ALL FASIENLRS TO BE CORROSION RCSISrAN1, 13) INSTALLATION ANCHORS SHALL HE INSTALLED IN ACCORDANCE Alrt ANCIIOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT HE USED IN $ UDSrl?ATES 1.411TH STRENGISIS LESS. THAN IHE MINIMUM S'TRENG141 SPECIFIEDBELOW: A WOOD MINIMUM SPECIFIC :,R,"Vl Y OF G-0.47 B CONCRETE — MINIMUM COMPRESSIVE STRE.1IGTH OF 3.192 PSI. C. MASONRY - StRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE : ;OR GREATER) TABLE OF CONTENTS I aHEET NO.I DESCRIPTION ELEVATIONS. ANCHORING LAYOUTS AND NOTES 2 - 3 1 INSTALLATION DETAILS SIGNED: 1012112011 fi50 WEST MI WINDOWS AND DOORJ' 0\% kIIIIII//, a• 04f i MARKET STREET\\\\\5 GRANTZ, PA 17030-0370•\GEHS,f F, p aN 61 SERIES 3REIFINLESSPVCSINGLEHU= STEEL REINFORCED - NON -IMPACT 37J•%/','„' ELEvgTIOri, ANCHORING LAYOUT ANO—fir AT Of auw...r: OR101; • ' . VIONA11EaG\ 08 0'3120f sc"`cNTSas10/17/11 3 2X SUCK/W0OC FRAMING BY OTHERS, 2X BUCK, TO LIE :ROPCRLY S=CVI?CU FLANGE TO BE _ SET IN BED 0= lI .1/ a" MAY., APPROVED SEALANT 27 SHIIA HEAD, TO BE SET IN A BED OF APPROVED CONSTRUCTION SELANT RML0.V5 UlSLRIRTiCN VAR AYvwV•17. 1 3/16'* MIN. _ _._ _......JJJ L_ 1/4- MAX. EMBEDMENT I SHIM I- u9 '.'00D scREw L l INTERIOR I 2X BUCK/WOOD FRAMINC I.2X BUCK '10 EXTERIOR'. ' I , INTERIOR 9 B U 7HERP OPERLY SECURED SILL TO BE SET IN BED OF APPROVED CONSTRUCTION ADHESIVE FLANGE TO BE 1/,d" MAX. SET IN, BED OF SHIM APPROVED SEALANT N)!#. 2x OTHERS. COD FUCK TO VERTICAL CROSS SECTION9YOTHERS. 2X BUCK TO UE PROPERLY SECURED 2XBUCK VOODFRAMINOINSTALLATION EXTERIOR FLANGE' TO DE - SET IN BED OF APPROVED SCALAN I HORIZONTAL CROSS SECTION 2X BUCW W000 FRAMING INSTALLATION NOTE: INTERIOR AND EXIERIOIt FIrr15:_5. BY O11ILH5, NOT SHOWN FOR CLARITY. 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 DRAW DrR: No. qt V.L. 08-01372 xwt NTS D"1: 10/17/11 1 s"Q'2 OF 3 OENS'.9J' it.•D„b261• s. _ p; STTAATTE OF ; MASONRY/CONCRETE BY CIHL'RS CPTICNAL IX BUCK BY OT!1CRS. j.X BUCK to BE PROaER_Y SECURED. SEE NOTE 3 SHEE.1 I LANGE TO CE SETIN BEO OF APPROVED SEALANT EXTERIOR FLANGE 'TO BE S£TIN BED OF APPROVED SEALANT OPTIONAL IX SUCK BY OTHERS. IX BUCK TO BE PROPERLY SECURED. SEE No rE. 3 SHEET I a R i/4" MAX SH:M HEAD TO BE SET Irl A BED OPAPPROVED CONSTRUCTION SEALANT INTERIOR SILL TO BE SET IN BED OF APPROVED CONSTRUCTION ADHESIVE 1/ 4" MAX SHIM RL HSiU: ULS: MPIIUN 1 1/4' LAIN J 1/4" ISAX EMBEDMENT SF+IM 3/ 16" TA -CON MASONRY/ CONCRETE BY OTHERS INTERIOR I 2 5/8' MIN. EDGE DIST. I OPTIONAL 1X BUCK BY EXTERIOR OTHERS, IX BUCK TO BE PROPERLY SECURED. SEE FLANGE TO BE NOTE 3 SHEET I SET IN RED OF APPROVED SEALANT HORIZONTAL CROSS SECTION MASONFIMONCRETE INSTALLATION UATI - v I --: a MASONRY/CONCRETE NOTE: INTERIOR AND EXTERIOR FINISHES. BY OTHERS. BY OTHERS NOT SHOWN FOR CLARI-Y. MI WINDOWS AND DOORS 650 WEST MARKET STREET 11111'" III, 5 R. Lp41 gs'%, VERTICALCROSSSECTIONGRANTZ, PA 17030-0370 CENs MASONRY, CONCRETE INSTALLATION SERIES' 3540 FINLESS PVC SINGLE HUNG WINDOW 0 5 STEEL REINFORCED - NON -IMPACT 36" X 84 a k INSTALLATIONDETAILSE 1TATOF OMwH tmC „0. sty` 5 : c(ORIOP •G` RNV. L. 08 y0137?. a,c NTS10/17/11 3 OF 3 ELEVATION 108' A —A* CLEARANCE ALL FOUR SIDES) SHF 4THING Min Edge. Distance fd GIMP JAMB DETAIL WHICH. 1/2• FRONT HEAD DETAIL FLASK BY OTM Anchor See SecUon Details) Min Edge 'I": SIZE' HEADER AS NEEDED Caulk under ENTIRE perimeter of Nailing fin 'before. fastening. IM AS OUIRED DRYWALL T. - r„ % NOWN'WITH 1/2' SHEATHING) MUST ACHIEVE 1-1/4- PENETRATION INTO STUD. . SILL DETAIL Notes: 1. Installation depicted based off of structural test report B C732T01-109-47. 2. Wood screws shall •sotify the Notional Design Specification for Wood Construction for material type -and dimensionol requirements. 3. Wood buck installations are assumed 2x S-P-r (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 oil design loods'. 4, Wood screw lengths shall be sufficient to guoroiltee 1-1/4' penetration into wood buck. 5. Maximum shim thickness of 1/4" permitted bt, each 'fastener location. Shims -shall be. load bearing, non - compressible type. 6.'Th'ese drawings depict the details necessary to meet structural load requirements. They do not address the air inflbotion, water penetration, intrusion or thermal performance requirements of the installation. 7. Installotion shown is that of the test window for the size shown and the design pressure cloimed. For window sizes smaller than shown, locate fasteners approx. 2' from comers and no more than 12' on center. Design pressures of smaller window sizes ore 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) mo INSTALLATION INSTRUCTIONS FASTENER SCHEDULE FIN— w100YC0 . oa.w n Wu V.M.R. 8-20-09 oleo= n-"' 8-. 3540 Single Hung NONE 1 1 Windows DoorsGratz, PA Continuous Heod and 'Sill 3540 SH CSH nN Florida 131.1ilding Code Online Page l of 3 1 1 / 1 aCIS Monts Log In Use, ReghStralhon Mot Topics Subnul Surcharge i Slats 6 Facts PubLcalions ; F5C Stall 1 5CIS Site Map Links I Search a r ®, Product Approval I v USER: Pubbc Uscrdb Product Approval Menu > Product or Application Search > Application List > Application Detail FL p 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 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 Dale Submitted Date Validated Date Pending FBC Approval Date Approved 0 MI Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext2560 bsitlinger@miwd.com Brent Sitlinger bsitlinger@miwd.com Windows Fixed Certification Mark or Listing American Architectural Manufacturers Association Steven M. Urich, PE C,Z Validation Checklist - Hardcopy Received Standard AAMA/WDMA/CSA 101/I.S. 2/A440 AAMA/WDMA/CSA 101/1.S. 2/A440 Method 1 Option A 12/31/2017 12/31/2017 01/04/2018 Year 2005 2008 vn..,tnrtltrrloShrXRc... 4/24/2018 Honda Building Code Online Summary of Products Page 2 of 3 FL Jt Model, Number or Name Description 18644.1 3500 PW 81x63 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL18614 '112 C CAC MI Windows - 3500 PW B9102 8lx63.DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +50/-50 04/30/2021 Other: FW-LC50 Installation Instructions FLIS644 R2 11 08-02818.Ddf 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 18644.2 3500 PW 81x63 Fnless 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 I11822).DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure; +351-35 11/18/2022 Other: LC-PG35 Installation Instructions FL18644 R2 11 08-02818.udf Verified By: Luis R. Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FLIS644 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 - F1910.01,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 FLI8644 R2 11 08-02858.Ddf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL18644 R2 AE 513666 F1910 2858.pdf Created by Independent Third Party: Yes 18644.4 3500 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.pdf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +50/-60 04/30/2021 Other: LC-PG50 Negative DP=-60 Installation Instructions FL18644 R2 11 08-02859.0 Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL18644 RZ AE 513667.odf Created by Independent Third Party: Yes sack Next Contact Lis :: 2601 Blau Slone Road. Tallahassee Fl. 32399 Plane: 850-487.1824 The Stale of Florida Is an AA/EEO 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 a -marl address released in response to a public -records request, do not send electronic mail to this entity. Instead, Contact the office by phone or by traditional marl. If you have any questions. please contact 850.467. 1395. -Pursuant to Section 455 275(1), Florida Stabiles, 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 eriyd addresses are public record It you 430 not wish l0 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: W = RE %- 0 Florida Building Codc Online Pagc 3 of 3 Credit Card Safe littps:Hxvww.(loridabuiIding.org/pr/pr_app_dtl.aspx?param=wGEVXQvADquIGtg5bCXRs... 4/24/2018 NOTES: 1. THE PRODUCT SHOWN HEREIN TS DESIGNED AND MAANUFACTUREO TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS. TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER, OF RECORD. 3. IX BUCK OVER MASONRY/:ONCRETE IS OPTONAL. 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 WOCO BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 6. WHERE IX BUCK IS NOT USED DISSIMILAR MATERIALS TRUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 7. SUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. 8. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REOUIREO AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/1.6" 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. I I. FRAME MATERIAL: EXTRUDED RIGID PVC. 12. UNITS MUST BE GLAZED PER ASTM E1300-04. 13. APPROVED IMPACT PROTECTIVE SYSTEM LS REQUIRED FOR THIS PRODUCT IN WINO BORNE DEBRIS REGIONS. 14. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE p6 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. AMSMHS ocsco-•IQN I we pp tmo 15. ALL FASTcNERS TO BE CORROSION RESISTANT. 16. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCCRDANCE 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 17. GEOMETRIC SHAPES- ARE ALSO APPROVcO. APPROVED GEOMETRIC SHAPES UIMENSIONS SHALL NOY EXCEED INSCRIBED DIMENSIONS OF .APPROVED RECTANGULAR ASSEMBLY SHOWN IN SHEET 2. GEOMETRIC SHAPES ARE NOT LIMITED TO SHAPES SHOWN HEREIN. 18. THIS PRODUCT ALSO LABELED UNDER THE FOLLOWING NAMES 350OPW, 3500T, 3500SOUTES, 3500SP, 3540PX. 3540T. 3540SOLITES. 3540SP. 3250PZ. 3250T. 3250SOUTES. 3250SP, 3240PW, 3240T, 3240SOILITES. 32405P. 35001IPPW. 350011PT, 3500HPSOUTES. 3500HPSP. 358OWP. 35807, 3580SOUTES. 358OSP, S-350OPw, S-3500T. S-3500SOILITES, 5-3500SP, S-3540PW. S-3540T, S-3540SOLITES. S-3540SP, M-350OPW. W-350OPW, w-3500T, W-3540PW. W-3540T, W-3540SUILITES. W-3540SP, 1255PW, 1255SP, 128OPW, 910SP, 1255HPPW, 1255HPT. 1255HPSOLITES AND 1255HPSP. SIGNED: 0211712016 MI WINDOWS AND DOORS swJ11111`I/17y/ fIL 11650WESTMARKETSTREET GRATZ, PA 17030-0370 5 . 41 GErrsF9'. TABLE OF CONTENTS SERIES 3500 FIXED WINDOW 961 96" % 60" NON -IMPACT u"/`1C I` NO. DESCRIPTION NOTES f , STATE OF NOTES IkGwr nee ta. eta jOF• aZORM" • ss/ OfIII11 aG``` 08 02c859OF INSTALLATIONDETAILSs< c NTS arc 02/04/16 3 2" A FE HE 96" MAX. FRAME WIDTH MAX •• 10" MAX O.C. 2' MAX 2" MAX to, MAX io" o.c. AX. ICHT CHT SE FO OF 2 MAX -J SERIES 3500 FIXED WINDOW EXTERIOR VIEW FIN INSTALLATION DESIGN PRESSURE RATING IMPACT RATING 50. 01-60.OPSF NONE NOTES: _ _ t. MAXIMUM O.L.O' 92 X 56 2. ( 2) 1" X 1/8- WEEPSLOT AT 2" FROM EDGE OF SILL. FACE CHART r l Haight CHART # 1 t NUMBER ANCHORS RENSWMS OESCRfpnoN T 147E • vvROvEO SIGNED: 0211712016 MIWINDOWSANDDOORS l/, 650EST M KETSTREET 51L1R11E!o 90 GRATZ. PA17030-0370 GENS' F 1 1 0y6 61 t SERIES 3500FIXEDWINDOW96" X 60" NON —IMPACT ELEVATION Q ( iTi' O'F,0,t 13 AT OF e F Fss CORIa cjcwwH. ocrro. atv 08-02859 X\ svac 0"' S` NTS 02/04/16 2 OF 3 APPROVED SEALANT BEHIND FIN 6 W000 SCREW 3/8 MIN EDGE DISTANCE EXTERIOR 3/6` MIN EDGE DISTANCE 16 WOOD SCREW APPROVED - -- SEALANT BEHIND FIN VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION INTERIOR RMSgRS tt REV OEsERIPTON w1c I APPROVED WOOD FRAMING BY OTHERS 1/4- MAX. SHIM SPACE r WOOD FRAMING BY OTHERS 6 WOOD SCREW 1 1/4- MIN. EMBEDMENT T- APPROVED SEALANT BEHIND FIN 3/8" MIN EDGE DISTANCE 1/4 MAX SHIM SPACE INTERIOR EXTERIOR JAMB INSTALLATION DETAIL. 1 /4- MAX WOOD FRAMING OR 2X BUCK INSTALLATION SHIM SPACE NOTES. I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. W000 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE FRAMING DESIGNED IN ACCORDANCE WITH ASTM E2112 BY OTHERS MI WINDOWS AND DOORS 650 WEST MARKET STREET GRAT2. PA 17030-0370 SERIES 3500 FIXED WINDOW 96" X 60" NON -IMPACT FIN INSTALLATION DETAILS ORN.N Owc NO. N.G. 1. 08-02859 sau NTS °" T 02/04/ 16 1 'HCE' 3 OF 3 SIGNED: 0211712016 pENs* 9f. 0 61 ATE OF i cE` 'OR10' i'• A 11,11110G Florida Building Code Online Page I of') 7. OCIS liorne I Log In I User Registration Mot TODiCS I Submit Surcharge I sills fi Fans PublKillpns I rat StanI OCIs Srle map Links I Search r10(' •• 4 r"'. Product ApprovalrLeUSER: Public User Product ADDIOyal Menu > ProduR or ADOIKIIion Search > Application List > 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 Ext2560 bsitlinger@miwd.com Authorized Signature Brent Sitlinger bsitlinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory 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 0 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 FLI8504 R2 COI FL COi.odf Standard AAMA 450 Method I Option D Year 2010 lint•//lln rl,r flni-18A llilriinp nrp/nr/nr ann dtl.asDx?i)arafn=wGGVXQwtDgs9%2f"/o2ftCO... 4/24/201 S Florida Building Code Online Date Submitted Date Validated Date Pending FBC Approval Date Approved of Products 09/23/2017 10/23/2017 10/26/2017 12/12/2017 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 Approved for use in HVHZ: No FL18504 R2 II 08-01455B.odf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Maximum Span - 156-3/8", Impact Resistant up to FL18504 R2 AE 512079B.odf Wind Zone 3 Created by Independent Third Party: Yes 18504.2 M-1926 Vertical Mullion M-1926 Vertical Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL18504 R2 II 08-014455.odf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Maximum Span - 84", Impact resistant up to Wind FLIB504 R2 AE 51206913.0f Zone 3. Created by Independent Third Party: Yes 18504.3 M-2285 Horizontal Mullion M-2285 Horizontal Mullion Single, Twin or Triple with Transom Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS504 R2 U 08-018345.odf Approved for use outside HVHZ: Yes Verified By: Luis R. Lomas PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Maximum span - 120", Impact resistant up to Wind FLIS504 R2 AE 512521B.odf Zone 3. Created by Independent Third Party: Yes 18504.4 M-2285 Vertical Mullion M-2285 Vertical Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL18504 R2 11 08-01833B.odf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Maximum Span - 84", Impact resistant up to Wind FL18504 R2 AE 512520B.odf Zone 3. Created by Independent Third Party: Yes 18504.5 M-2300 Horizontal Mullion M-2300 Horizontal Mullion, Single or Twin with Transom Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS504 R2 11 08-01907A.odf Approved for use outside HVHZ: Yes Verified By: Luis R. Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Maximum Span - 120", Impact resistant up to Wind FL18504 R2 AE 512602A.odf Zone 3. Created by Independent Third Party: Yes 18504.6 M-2300 Vertical Mullion M-2300 Vertical Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL18504 R2 11 08-01906B.odf ApOroved for use outside HVHZ: Yes Verified By: Luis R. Lomas PE-62514 Impact Resistant, Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Maximum Span - 84", Impact resistant up to Wind FL18504 R2 AE 5126010.odf Zone 3. Created by Independent Third Party: Yes 18504.7 M-2301 Horizontal Mullion M-2301 Horizontal Mullion Single or Twin with Transom Limits of Use Installation Instructions Approved for use in HVHZ: No FL18504 R2 11 08-02834 adf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Maximum Span - 120", Impact Resistant up to Wind FL18504 R2 AE 513629.1df Zone 3. Created by Independent Third Party: Yes Back Ncri Florida Building Code Online Page 3 of 3 Contact Us :: 2601 Blnr Slone Road_ Tallanassee FL 32799 Phone: 850•87.182a The Stale of Florida is an AA/EEO employer, Copyright 2007.2017 State of Florida, :l 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 marl to this entity. Instead, contact the office by phone or by traditional marl. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(1). Florida Statute$, effective October 1, 2012. licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emarls 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 arc a licensee under Chapter 455. F.S., please clock here . product Approval Accepts: L il REM- ®® Credit Card Safe I a:.,... „/r,r/r,r ann fill acnx?naram=wGEVXQwtDgs9%2N/o2ftCO... 4/24/2018 11 THE PR+)DUCT SHOWN HEREIN Ij L•ILSI(:h:EO AND ic!ANUFACTIJREO TO I)MPLY W1rT1 REOUIREMENI _ OF IIIE FLORIDA OUI.ixN(. 0)DE l WOOD FRAMING TO BE CESICNE11 AND ANCHORED -0 PROPERLY RAN::FER ALL LOADS 16 jTnUf TIJRE FRANINC IS THE AESPONt4611.17Y CIF THE ARCHITECT OR ENGINEER 4F RECORD. ALLOWABLE STRESS INCFEASE .)F 1/3 WAS NOT USED IN THE OESIC:N OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FAI,'TOR i d= 1 6 WAS US:[1 FOR WOOD ANCHOR CALCULATIONS. 4j APPROVED IMPACT PROTECTIVE SYSTEM IS HOT REOUIRED FOR THIS PRODUCT IN WIND BORN: DEBRIS REGIONS OF TO WIND ZONE 3 A DESIGN PRESSURE AND N51ALLATION DETAILS SHOWN IN THIS C10(UMENT APPLY ONLY TO MULLION WINDOWS MUST BE APPROVED UNDER SEPARATE APPROVAL. C.) S!NI;LE WINDOWS TO BE MULLED ARE NOT :IMITEO TO THOSE SHOWN IN THIS DRAWING. WINDOWS MUST BE MANUFACTURED BY MI WINDOWS AND DOORS. INC. 7) DESIGN PRESSURE OF MAILED UNIT SHALL BE CONTROLLED BY THE LE.SER OESICN PRESSURE .)F THE MULLION OR THE INDIVIDUAL WINCJIjW OR DOOR UNIT LINKS MAY 6E MULLED TOC•ETHER INDEFIN17ELY AS LONG AS SINGLE UNIT WICITH AND HEIGHT ARE NOT EXCEEDED AND MULLION IS ANCHORED AS SHOWN HEREIN, 9) MULLION VERTICAL INSTALLATION Ij SHOWN• MULLION MAY BE USED IN HIjRIZONTAL APPLICAT ONS AS LONG AS DIMENSIONS INDICATED HEREIN ARE NOT EXCEEDED AND MULLION IS ANCHORED ACCORDING TO THIS DOCUMENT. E:Ei•I(.1 PRESSURE TABLE INSTRII(.TICJNS: I; DEFINE REGUIREO DESIGN LOAD PER FLORIDA BUILDING CODE CHAPTER 16. 1ElEF1A1NE TRIBUTARC WIDTH pHp MULLION SPAN Pr•°,[D ON FrOD-1CT 74) BE INSTALLED. :'•EE FIIRLILILA FOR TRIBUTAR WIDTH, LG ATi, MULL11,lN SPAN (Llh!I: I•IE11; F!Tj ANO TR!BUTAF'/ WICITH. AT 4f IUT[RL EI'.ThjN CIF )W Ah111 :')V IMN (, OFI i,1q:1.Vv 7•4E MULLIL)h1 rl•IG 1RI$IJTAR. WIEITII I,C';ri.1.•.":FL 6 THI' l.I,IL(4;!I FAII:•I•: r:N :•'E pUU.' T IN .•TEF bury : •. 111 Pn TIN(.: 6:11g.1 F•F I .', %:r•. .L' 1 , • F1 il:: 4L+lI i:; :(. L.F' .. vF•.I:':311.•; Jfr:.x:.. n; 1' r,: 1 III:?I1:.:+1 w:pTH - • PIv150n5 a[v OC :CPw:Cw 0.1L •+••K•Ni t. _ REVISED 1N111LAuON DETAILSkL REVISED ANC-IORINC. N7--Ei US/IO/11 RL___ -• ANCHORING NOTES: 1) FOR ANCHORING INTO WOOD FRAMING OR 2X SUC14 USE 110 WOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS SHEET 3. 2) FOR ANCHORING INTO CONCRETE USE 3/'6" ELCO ULTRACON TAPCON WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1 /4" MINIMUM EMBEDMENT WITH I" MINIMUM EDGE DISTANCE LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS SHEET 4. 3) FOR ANCHORING INTO METAL FRAMING USE 110 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 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 C=0.42 B CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3.200 PSI C. MASONRY - STRENGTH CONFORMANCE TO ASTM f,-90. GRADE N. TYPE 1 (OR GREATER). 0. METAL - STEEL 18GA (048-) FY=33KSI/FU=521:SI OR ALUMINUM 6063-T5 FU=30KSI .0625- THICK MINIMUM TABLE OF CONTENTS DESCRIPTION 1 NOTES I)NFI(.IJRa110NS AND OP CHART INSTALLATION DETAILS 4 I COMPONENTS MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030 M- 1926 VERTICAL MULLION 84" MULLION SPAN NOTES CIA— V. 01n: NU L. 08-01 A45 SCALE NTS D.:t 01/11/12 1''"EE' I OF 4 L. ROSERTO LOMAS P E. 1472 WOWFORD RD LEWISVILLE. NC 2M27 434•6W-0609 rff*MjS jSpf 4om SIGNED: 1011712017 A ; ST(AtTicE OF ORLOP ':,k LVIS R. Lomos P E. FL No.: 62514 107 3/a-- COMBINED WIDTH WINDOW WINDOW J- 107 3/8" COMBINED WIDTH WI T- 4` 83" LIN FRAMEIHEIC- PI WINDOW MULLICJN f, PAN) I- 107 3/3" CONiBINED WIDTH L. wl W2 WINDOW ii WINDOW WIN0014 W1 IC17 COMBINED ' NIMI, span ( In I 18713-T2-330, 3155 42.00 48.00 52.13 25. 00 120.0 120.0 120.0 120.0 120.0 120.0 37. 38 12001 1200 120.0 120.0 120.0 120.0 49. 63 120.0 98.3 81.2 76.9 75.2 75.1 62m00 96.4 73.6 55.4 53.7 SOJ 49.4 65. 63 90.2 1 66.6 53.9 49.3 46.3 44.8 72. 00 2 1 81.2 47.6 43.2 40.1 38.6 i, 710-065l 2 143533.1 29.1 263 24.9 107 3/8- OMBINEO WIDTHj W1 -jr W2 33" FRAME LOW INDOW HEIGHT MULLION SPAN) r_ 107 3/8- COMBINED WIDTH r- W1 -jr- W2 WINDOW Hf h-.! IT :1 WIN12QW I I f _I wl w. 1 07 /8' COMBINED WIDTH g( VIS.0"Is R( V I OEiC#hPf*- DAIC I AP ,)V(0 A REVISEri INSTALLATION OETAILS Oa/07/15 JAL 0 REVISED ANCHORING NOTES 105/10/17 1 R L. 7 107 3/8" COMBINED WIDTH W, W2 ZY WINDOW FRAME I II/ HT 1JYIN9aW I f I WINDOW Iol 3/- COMBINED WIOTM APPROVED CONFIGURATIONS MULTIPLE UNITS MAYBE MULLED TOGETHER AS LONG AS COMBINED WIDTH DOES NOT EXCEED 107 "'AS SHOWN HEREIN. span ( in) r18.13 25.50 36.00 42.00 48.00 52.13 25. 00 120.0 120.0 120.0 120.0 120.0 120.0 37. 38 120.0 120.0 120.0 120.0 120.0 120.0 49. 63 1200 109.2 90.2 85.4 83.5 63.4 62. 00 107.1 61.8 64.0 59.7 56.3 54.8 65. 43 100.2 76.2 50.9 54.6 51.4 49.6 72. 00 90.0 68.0 52.0 48.0 0 42.0 04. 00 62.1 45.0 33.1 29.1 26.3 1 24.9 LARGE ANO SMALL MISSILE IMPACT, LEVEL 0, WIND ZONE 3 DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND ooNor INCLUDE FLANGE M1 WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030 M- 1926 VERTICAL MULLION 84" MULLION SPAN CONFIGURATIONS AND OP CHARTS ORAWN, V. L. 08-01445 SCALE NTS 10"E 01/11/12 1 "1" 2 OF L. ROBERTO LOMAS P.E. 1432 VMOFORO RO LEWISVILLE NC 27023 434- 668-060 rAxMS4Nf=&S0#can SIGNED: 1011712017 q. P. 0 r, E Ny' .' v e0 51,1 0, 47 NAL 111111. 110 Luis R. Lomas P E. FL No.: 62514 I I ._ py c,iHP.Y/f.,iN:itE E B nTHEF"• 7 t 1 ' lAr'r ON LIP r'f= I SECT M— 19?6 II _ MULLION SECT5796 CLIP 10 WOOD SCREW Hill 1 3/8" MIN. EMBEDMENT I / iV WOOD FRAMING/ 2x BECK BY OTTERS VERTICAL CROSS SECTION MASONRY,CONCRETE AND WOOD FRAMING INSTALLATION 1/2' MIN 4_ EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION SECT M-1926 MULLION R NC. fAL STRUCTURE BY OTHERS 0(SCROIK" REVISED :NSIALLAIII,•tt VEIAQi REVISED ANCHi MUG. Nr,10 — r /.17/,i •mil OP r.+iJnnq_: LIF SEC:T5796 OR MT000022 CLIP CLIP INSTALLATION MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030 M- 1926 VERTICAL MULLION 84" MULLION SPAN INSTALLATION DETAILS ORA—: ow R0. V.L 08-01 4A5 Sc'" NTS o"( 01/11/12 5"((13 OF a L. ROBERTO COMAS P.E. 1472 WOOOFORO RO LEWISWLLE. NC 2702J 434•6m.4m r00ma$v#fcmalPa SIGNED: 10/17/2017 DENS,,9% TAT 0 RM"07Z Luis R. Lornos P.E FL No.: 62514 2 314 — I SECT M-1926 MULLION ALUMINUM 6063-T5.125• THICK r-- 3 1/4" — 13/8 vs- J 3 1/4_ 0 MT000022 CLIP 16GA (.0537 GALVANIZEO STEEL 3 3/d 3/8' 2 2 7/8" 7/ 8- - T— SECT5796 CLIP 2x of/d" FOR CONCRETE INSTALLATION ALUMINUM 6063-175.125• THICK 3 3/4- 3/8- 3/8- 2 x 01/a" 2- 2 7/8- L_ 7/E' 1. SECT5796 CLIP FOR CONCRETE INSTALLATION ALUMINUM 6053-TS.125' THICK 3 3/d_ 2 1/4 t" 3/8" I L_ 7/3- 1— 2x 01/4" I I II_ 701-, SECT5796 CLIP FOR W000 FRAMING INSTALLATION ALUMINUM 6063•T5.125• THICK 4(K:Ni REwSEP IN:IALLAIVIN PETALS A-1'r . REVISEO ANCHORINC- N:}TES 05/10/0 RL. SIGNED: 10/1712017 MI 0o O 'LLC RE![1a R ET 650ST MAETSTREETJ\SI NSt; GRATZ, PA 17030 ter,\ G •J M-1926 VERTICAL MULLION SA" MULLION SPAN COMPONENTS AT OF 0•. F 0R10 •`Lv` i iiS l... •G` Ol111110\\\ LVIS R Loma: F. E. FL No: 62S 1 d V.L. ac 08-01 aa5 Ag SCALE NTS o"C 01 / 1 1 / 12 s-CC' a OF A L. ROSERTO LOMAS P.E. 1672 WOOOFORO RO LEWISVILLE. NC 27027 424-6m.0609 la mp4pNbmaw. m. Florida Building Code Online Page I of 2 r Ira acis Home I tog in I User Reg slralion Hot Top¢5 I submit Surcharge I SlatS ff FaclS PuDl.cabons I FBC StaffI EICIS Site Map I links I search I f :U q.; Product Approval V• USER: PuDUc Use, pp l.e'iYvirr n% Product Approval Menu > Product or Apphcation Search > Application lost > Application Detail FL # FL16544-R3 Application Type Affirmation Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Alpha Aluminum, Inc. Address/Phone/Email 1710 Premier Row Orlando, FL 32809 407) 509-2008 alphaaluminuminc@yahoo.com Authorized Signature Luis Lomas rilomas@lrlomaspe.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Panel Walls Subcategory Soffits Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Luis R. Lomas Evaluation Report Florida License PE-62514 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/30/2023 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL16544 R3 COI FLCOI.Ddf Standard ASTM E330 Year 2002 Wj 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 C'Yes PNo C)N/A 1 . -' '- -•--- Ail ?, at„=Nv(-,1-VXO%viDavociu2w%2bn... 4/24/2018 Florida 131.111ding Code Online rL16544 R3 CDC FL16544•R3-COMP.Ddf Product Approval Method Method 1 Option D Date Submitted 01/12/2018 Date Validated 01/12/2018 Date Pending FBC Approval Date Approved 01/ 14/2018 Summary of Products Page 2 of 2 FL tt 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 FL16544 R3 11 08.02198A.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 INSTALLATION INSTRUCTIONS FOR FL16544 R3 AE 512914A.odf DESIGN PRESSURE RATINGS. Created by Independent Third Party: Yes tiitit ---t Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487.1824 The State of Florida is an AAIEEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accesssbddv 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 orrice 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 pubic record. It you do not wish to Supply a personal address, Please provide the Depa.U. nt with an email address which can be rode available to the public. To determine if you are a licensee under Chapter 455. F.S., please click here . Product Approval Accepts: Cfedt Card Safe 3/4" 3/4" 16 5/8" a 9/32" — 1 7/8" F 4 9/32' — 1 7/8- 7/8"••- OW ALUMINUM SOFFIT- SOLID AND VENTED 1 3105 H28 ALUMINUM .012' THICK VENTED VERSION VENTED AREA: 20.251NVLINEAR 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 IWO VERHANG DESIGN PRESSURE RATING IMPACT RATING t31.1PSF NONE WHEN INSTALLED W 24' OVERHANG TABLE OF CONTENTS SHEET t4O.l DESCRIPTION I PROFILES AND NOTES 2 - 3 INSTALLATION DETAILS AND COMPONENTS RM:gN5 OCSCRIPIION WIC MVR(wl'O DIMENSIONS ANO MATERIAL GRAOC 11/13/1a R.L. NOTES: 1. 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 70 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. WINO LOAD DURATION FACTOR Cd=1.6 WAS USED FOR 'WOOD ANCHOR CALCULATIONS. 4. FRAME MATERIAL: COLD ROLLED FORM ALUMINUM 3105-H28. 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 BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW A. WOOD - MINIMUM SPECIFIC GRAVITY OF G-0 42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY - STRENGTH CONFORMANCE TC ASTM C-90. GRADE N. IYPE 1 (OR GREAIER) SIGNED: 1211112014 ALPHAALUMINUMINC. PREMIERROW ORLANDO. FL 32809 J\S1R11to 00yt 5 IV ALUMINUMSOFFITPROFILESAND NOTES E OF FlDR\QP, • ORA" mrcNoRCYV.L. 08 198 A 50` arcNTS08/05/13 1 OF 3 MANUFACTURER F MATERIAL 2 1 IFCHANNEL I ALPHA ALUMINUM INC IALUMINUM3305-H28I FRAME BUILDING BY OTHERS I I I ` SEE - SEE J1— DETAILS DETAIL E LABAND C SHEET } ET 3 12. OVERHANG 12" OVERHANG INSTALLATION DETAIL V F CHANNEL 3104.H28 ALUMINUM .012- THICK I ArAWNS RN I OMRIP710N I GA:E APPMME0_IA, REMSEO 01MENSIONS AND MATERIAL GRADE I I1/13/14 R.L. FRAME BY OTHERS DING \ \\ F By OTHERSFRAME DING EXTERIOR ` 1X FURRING SEE 1 SEE SEE 1 STRIP SEE DETAILS DETAIL E DETAILS DETAIL E A. B AN0 C SHEET 3 A, 8 AND C SHEET 3 SHEET J SHEET 3 SEE OE TAIL 0 W OVERHANG SHEET 3 16" OVERHANG INSTALLATION DETAIL 12" MAX O.0 24" OVERHANG 24" OVERHANG INSTALLATION DETAIL ALPHA ALUMINUM INC. 1710 PREMIER ROW ORLANDO, FL 32809 16" ALUMINUM SOFFIT INSTALLATION DETAILS ORAW 011E NO. V.L. 08-02198 5 NTS °"1E 08/05/13 5"`2 OF 3 SIGNED: 1211112014 0/7'ib zA". DAT 5EOF ; o4Z 0RID wA—: s 0NA' LEaG` 1 1/4' MIN EMBEDMENT 1 3/4' TRIM PAINTED SS NAIL W/1/4" HEAD DIAMETER LOCATED 24" MAX 0 C. 3/8" MIN EDGE DISTANCE DETAIL A WOOD FRAMING INSTALLATION WI F CHANNEL AND NAILS 3/4"XI/4" CROWN STAPLES LOCATED 24" MAX O.C. IN DIAMOND PATTERN WOOD FRAMING INSTALLATION W/ F CHANNEL ANO S TAPLES 5/8" MIN EMBEDMENT T NAIL OR STUB NAIL 0977 DIAMETER LOCATEO 24' MAX O.C. 3/8' MIN EDGE DISTANCE DETAIL C 2 IAASONRYYCONCRETE INSTALLATION W/ F CHANNEL AND NAILS rV ^^•• •? 4.OVERHANG •, vI 3/8" O BETWEEN STAPLES F— 3/e" BETWEEN STAPLES DETAIL F STAPLE DIAMOND PATTERN RLN$pN5 OEXWvign —rWiC APPO C0 DIMENSIONS ANO MATERIAL GRADE II/13/14 1 R.L FASCIA TRIM 1 3/4' TRIM PAINTED SS NAIL W/1/4" MEAD DIAMETER 1) PER PANEL 1" MIN 3/4"X1/4" CROWN STAPLE EMBEDMENT 1) PER PANEL 3/4"X1/4" CROWN STAPLE OR 3/8"X3/8" STAPLE LOCATE (1) AT EACH GROOVE i 1/4" FASCIA LIP 1 3/4" TRIM PAINTED SS NAIL 3/8" MIN W/1/4" HEAD DIAMETER EDCE DISTANCE LOCATED 24" MAX O.0 DETAIL E WOOD FRAMING INSTALLATION FASCIA SIDE SIGNED: 1211112014 ALPHAALUMINUM NC 0 PREMIER ROW ORLANDO. FL 32809 J`511R GEN$,. P 0,.612516" ALUMINUM SOFFIT INSTALLATION DETAILS TAT E OF ` c.OR104 • ' i'S/SjONA11 G` o w".. oec NO, ntv 08 A scxc au so'380 NTS 08/OS/13 3 Florida Building Code Online Page 1 of 2 jj r F aCIS Home Log In ' User Registration i Hol Topics j Submit $.,Charge ! Slats 6 Facts % publications FaC star 1 BGs Site Map I Lurks I SearCh I fi0.r Product Approval rr USER: Put tic User Product Approval Menu > P(Od.CI Or ADDhCatiOn SearCh > ADDIrCation Los l > Application Detail FL p FL5444-R13 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer CertainTeed 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-gobain.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 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 03/09/2020 Validated By John W. Knezevich, PE 7 Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL5444 R13 COI 2018 01 COI NIEMINEN.Ddf Standard ASTM D3161 ASTM D3462 ASTM D7158 year 2016 2010 2011 L..:I l:., ...r i•.•-i ,. ^- rill acnrinarAnl=wC FLVXOwtDgtahl9O7CSSO... 4/24/2018 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 it Model, Number or Name Description 5444.1 CertainTeed 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 11 2018 01 FINAL ER CERTAINTEED ASPHALT SHINGLES FL5444-R13.DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Robert Nieminen, PE PE-S9166 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 SHINGLCS FL5444-R13.Ddf Created by Independent Third Party: Yes Bilk Neri Contact Us :: 2601 Blair Stone Road, Tallahassee Fl. 32399 Phone: 850-487-1824 The Stale of Florida is an AA/EEO employer. Coovriaht 2007.2013 State of Florida.:: Privacy Statement :: Accessibility Statement :. Refund Statement Under Florida law, email addresses are pudic records. If you do not want your e-mail address released In response to a Public records request. do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(1), Florida Statutes. eRactwe October 1. 2012. licensees licensed under Chapter 455. F.S must provide the Department with an email address if they have one. The email$ provided may be used for official comrnunkatlon 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: Credit Card Sate NEMO I etc. Certificate of Authorization #32455 353 Christian Street, Unit 1113 Oxford, CT 06478 203)262-9245 ENGINEER EVALUATE TEST CONSULT CERTIFY EVALUATION REPORT CertainTeed Corporation Evaluation Report 3532.09.05-1114 20 Moores Road FL5444-1113 Malvern, PA 19355 Date of Issuance: 09/22/2005 610) 651-5847 Revision 14: 01/24/2018 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 61h 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 CONnNUED 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. 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. Florida Registration No. 59166, Florida DCAANE1983 r - The facsimile seal appearing was authorized by Robert ti'•FS ; `' w- Nieminen, P.E. on 01/24/2018. This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. NEMOIetc. 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. NEMOI 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. 5. This is a building code evaluation. Neither NEMOIetc. 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. NNEMO I etc. 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 6'h Edition (2017) Florida Building Code and 6'h 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 03161 03CA12702 05/27/2003 UL(TST 1740) ASTM D3161 03CA12702 06/16/2003 UL (TST 1740) ASTM D3161 03NK29847 10/03/2003 UL(TST 2740) ASTM D3161 04CA11329 05/24/2004 UL(TST 1740) ASTM D3161 04CA32986 12/03/2004 UL(TST 1740) ASTM D3161 OSNK07049 04/15/2005 UL(TST 1740) ASTM D3161 OSNK16778 05/12/2005 UL(TST 17401 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 UL(TST 1740) ASTM D7158 05NK08037 06/28/2006 UL(TST 1740) ASTM D3161 & D3462 09CA28873 07/23/2009 UL(TST 1740) ASTM D3462 10CA41303 10/07/2010 UL(TST 1740) ASTM D3161 IOCA41303 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, D3462 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 12/26/2015 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 111 11 f: (TST 9628) ASTM D7158 4787380357 11/08/2016 ULLLC (TST 9628) ASTM D3161 4787380357 11/09/2016 ULLLC (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-R74 Certif Ule 01Authwilorion 432455 r,"' EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R13 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 14; 01/24/2018 Page 2 of 13 NNEMOjetc. 4. PRODUCT DESCRIPTION: 4.1 Asphalt Shingles: 4.1.1 CT20'", XT'" 25, Kl' 30 and XT'" 30 IR are fiberglass reinforced, 3-tab asphalt roof shingles. 4.1.2 Arcadia'", Belmont®, Belmont® "IR, Carriage House Shangle", 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 SwiftStart® 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.Recdrd for any,project,on which this. Evaluation• Report, or previous versions thereof, is/was used foF 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 Vasd = 150 mph (V„I, = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.3 SwiftStart® 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. NEMO ETC, LLC Evaluation Report 3532.09.05-R14 Certificate Of Authoritarian #32455 6'" EDITION (Z017) FBC NON-HVHZ EVALUATION FLS444-R13 CertainTeed Asphalt Roof Shingles; (610) 6S1-5847 Revision 14: 01124/Z018 Page 3 of 13 NMEMO I etc. 5.4.4.1 Analysis in accordance with ASTM D7158 indicates the measured uplift resistance (RA for the CertainTeed asphalt Roof shingles listed in Section 4.1 through 4.6 (except Presidential Soloris'") exceeds the calculated uplift force (FT) at a maximum design wind speed of Vasd = 150 mph (V„ I, = 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 611320-3. 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 2507.2.3, 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 0 STARTER SHINGLE: Fastening: Use four nails, located as shown below I38-3/4..-(984 mm) I I Max 3' 76 mm) t I1' (25 mm) from edge •1' 0 mm) from edge I The inner'two fasteners must: be placed stich'that they. fall at.Ieast.3' (76 mm),Irbm the end joints of the shingle -in the succeeding course. I 7-5/8' 194'mm) I NEMO ETC, LLC Certiricote of Aughorirotion n37455 Evaluation Report 353Z.09.05-R14 6"' EDITION (Z017) FBC NON-HVHZ EVALUATION FL5444•1113 CertainTeed Asphalt Roof Shingles; (610) GS3-5847 Revision 14: 01/24/ZO18 Page 4of13 LOW AND STANDARD SLOPE ENGLISH 17' 12" 12" 305 rim) (305 mh) 1305 am)) j-1"(25mm) 1 Slant 1"(25mm) 5 s/e" (145 mm) 5 r Pidbtrcod T METRIC 131A•• _ 13118. 13rN. 1"(25mm) 1"-(25mm)--jSealant_. Figure 11-, . Usefournallsforocoryfall sbingle: NNEMOjetc. STEEP SLOPE Use four nails and six spots of asphalt roofing cement' for every full shingie (Figw a II.4). Asphalt robOng cement me.elIng'ASTM D4566 Type 11 Is suggested. I. Rooting C¢m¢nt Apply 1"(25 nm) spots of asphalt tooling cartenl under each lab corner. Figum 11.4. Usojow nails arrds[r spots ojaspball a antra on skip sbpea CALMON: Excessive use of roofing cement can cause shingles to blister. 6.5.1 Hip & Rifte for CT20'", XT'"' 25, )"" 30, XT'" 301R: Cut Shingles 2" (501trn) 05'II" _' I1,F 1, Rattwe` 11 5r firm)'- 1 12 t 251nm) \ IRm) •? Shingle 5hI Cap. SA(apl¢ 6 e. • st\ Figure 11-24:. Guf rabf; rbe+r him bac4'to'Mekw cap sun& IfrtgUsbdgireufou•tbbro r): `S\)z InttaUalfon Q/aaps along do blpi arrd ridgix 6.5.1.1 For ASTM D3161, Class F performance use BASF "Sonolastic® NP11""' adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. LOW AND STANDARD SLOPE Use SIX nalLc for every full shingle located as shown below: r:raLim tlal lip Figure Z: G'so six nails for cvcr)• firU sbiugle. STEEP SLOPE Use SIX mils and FOUR spots of asphalt roofing cement for tarry full shingle as shown below. Apply asphalt moving cement 1'(25 nim) from edge of shingle. Asphalt roofing cement meeting ASfAt D 4586 Type If is suggested. 1'GSmN rGSmrt-- Fi, are 3: Fs4 sir nails mid four spots of aspball nir f ag rrin nl an sk r/i sbi/rac. MEMO ETC, LLC Evaluation Report 353Z.09.05-R14 Ccrrifrcore o/Aurhoriration 432455 6'" EDITION (Z017) FBC NON-HVHZ EVALUATION FL5444-R33 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 14: 01/Z4/Z018 Page 5 of 13 MEMO j etc. 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* NP1" adhesive or Henkel "PLO 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 % 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. Hand -sealing adhesive qN__4 1/4" 4" 3/4" 1" Dab of asphalt I cement between shingle layers 1" 2:12 to 21:12): Use FIVE nails for every full Belmont shingle, located as shown below. v 100140, l l 04PAO 111111 o Ad&ticral nab it rtyur d I S, 06 Use SEVEN nails and EIGHT spots of 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. ROOM iNON0101401410. 000. j 40 T 1' (25 tan) Reofitn Cenenl NEMO ETC, LLC Evaluation Report 3532.09.05-1114 Certi%rCale o/nuthorrrotron n32455 6'" EDITION (2017) MC NON-HVHZ EVALUATION FL5444-1133 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 14:01/Z4/ZO18 Page 6 of 13 6.7.1 6.7.1.1 6.7.1.2 6.7.1.3 6.8.1 NNEMOletc. Hip & Ridge for Belmont® or BelmontO IR: 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. Option 2: For Belmont®: Shangle® Ridge Figure 17-1& SbanRle• Ridge. fB Exposure Remove tape from the right side 1' ; ` 8• and -fasten j SECOND Fasten the I Z left side 85/6 RIGHT FIRST. LEFT Figure 17-19: InskdIallon ofSbanglvO Ridge sblrigles on blps and ridges. For ASTM D3161, Class F performance use BASF "Sonolastic° NP1'"" adhesive or Henkel "PLO Polyurethane Roof -& Flashing Sealant", in accordance with CertainTeed requirements. LOW AND, . STANDARD SLOPE Use' llrre•naft for t vecy full Shangle. 00, 0 0 FMal ffswe 17--,rE,,,f,,lmfrre narlrj6r ervyfu9Grond lla—$ban8k, P UMw S&OW4 or (ienknalld swis. STEEP SCOPE Use aerea palls and three spots of aspbzk roofing cement for. Lary full Grand minor Sliaiiglc. Use fhe nails and three spas of arpbalt mblidg cemeol'far every full Carriage Uoose Shangle and Ccotenalal SW. Apply XRAA Ong cemcm t' (2$ mm) from Woe of shingk F(prtr•04). Aspbgh roofing cement meeting ASM D(56fi 1 pc 11 hr soggated. Flgum 174 When larra9hg Crowd Manor Sbongies on swp dtrw. uxMtra aces mad 16nirporr ofarpw roe lag erorant Hip & Ridge for Carriage House Shanele® and Grand Manor Shangle: Refer to instructions herein for Shangle® Ridge hip and ridge shingles NEMO ETC, LLC Evaluation Report 353Z.09.05-R14 Certi/]cote o/Authorization a3Z455 6'" EDITION (Z017) FBC NON-HVHZ EVALUATION FL5444-R13 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 14:01/Z4/Z018 Page 7 of 13 LOW AND STANDARD SIOPE METRIC DIMENSIONS IT' 161i: 12- 11(305 mm) +(375 easemm) L(305 mm)--( cnoomgrsw .mvno L I--I"(25mm) Re Tape 1`(25mm)-j " I'h" NailableT Area LANDMARK TL NorthGate: NNEIVIO I etc. r t 10100 O Figure 13-4. Gte/are un/lt/or err0 Dull rbliglc lrroe raw tr 14314' 1r AM Imo— (3os mm) -- (375 mm) +— (305 Mail --j i titalrp urn mm) Upper nal Ina r (2S mm)— — owa nad Ine HADV pees for Ivtr end %taadmd 4bwe (eom 2:12 b 21:12) Hal bobmw upper 8 boa bn as 0nsm arrow. STEEP -SLOPE Use sk noUnad:fiinr•-sgtils oGa;pW.to6Dogtcmeot for elery full' lamWied,sWOm W.bel am-AsiUk.rooDng cement should meet ASTM D4%6 typo 11. ApPfy•I! so.w-9f asp"Iwl rod0ng cement unde• cacti wmer and at aboal 12' to L3' in rmm each edge. METRIC DIMENSIONS Imo_ . 17' 14V4 -- 306mm) :( 375•mm) 11"( 25 on)", Rdtxse Tape . Nall Nlaa For Sleep. Imo— 25dim) ---- Rooting Cement 12"— 3D5 mm) mm)—' I I• ANDMARK TL131/2" . 13"— 343 mm) ( 330 mm) 1"(25 mm) I 1" mil F»— . 25mm) I{---- ' T I Roofing Come 131/2'= 343 mm) 1'(25 mm)-,-1, Figure 13- 5: Use s4r nails alid four spotsof 1 ` aspbal!—, ftngc+ on' on sleep slopes 25 mrii I** 25 mm) NEMO ETC, LLC Evaluation Report 353Z.09.05-R14 Certifiicateo/Authorirotion032455 G'" EDITION (2017) FOC NON-11VHZ EVALUATION FL5444-1113 CertainTeed Asphalt Roof Shingles; (610) GSI-5847 Revision 14: 01/Z4/2018 Pagc 8 of 13 NNEMOjetc. NorthGate: STEEP 12' 14-314' 12' SLOPE 1,—(305 mm)-- -- (375 mm)-- —(305 IT NAILING Nallin arilsI- 1'(25 mm) betweegg I r ( ) na I Ines. 1' 25 mnm Nailing areas for steep slopes (greater than 2112) and "Storm-Nalling" Nail between lower 2 nail fines 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' 305mm) 6' 6' 150mm) ISOmm) f Notch for Centering 12' tern) Notches for Alipnmem to the Top Edge of IN Previous Cap for 5' (1?Smm) Ensure English Dimonslon Shadow Ridge'" 9 27W 250 mm) 4 15n6 (1 Z5 mm) 131/4' 337 mm) NorthGate Ridge T T 7 5rd' 194 mm) L Or 125mm). I, (125mm) I Noich for Celltei fg. 13V4' toidlestorAQgmneM Ux Top Edge id the Previous. l plor5?/d'(191eoro)6t Osilyd Metdo.DI'Mottsbn- Shadow Ridge'" 131181, 33 3{mm 168 mm), (16816e mm i C 131/4' Notch ,/ 337 mm) \ In Ili/ notches to top wgo of ( 194 mm) L previous course. NorthGate Accessory NEMO ETC, LLC Evaluation Report 353Z.09.OS-R14 Certificate Of Authoritarian #32455 6'" EDITION (2017) FIX NON-HVHZ EVALUATION FL5444-R13 CertainTeed Asphalt Roof Shingles; (610) 651-S047 Revision 14:01/Z4/Z018 Page 9 of 13 NNEMOjetc. 305mm) r I Laying Notch I' I t i ii I ftgurs %9-2P. use kft nolcbes to center sbtngles on Ups and rlilgat, aid m /oeote'tba cols w prposam 6.9.1.2 For ASTM D3161, Class F performance use BASF "SonolasticO NP3"" 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: For low and standard slopes, use aye natls for each full Pieslde nth) tdngle,ag shown below. Nailing r: 40• Guide Linea (1016 mni) 133Fmn) 14 1/4' 1 Iff 38 mm) (362 mni). NOTE: Apply nails on painted guideline. flgwe 16•6.• fastening PrwidenlW and Pnsldw)lat TL Sbako sbinglas on kv and standard slopoc Por.s6e slopes; use'Nne nails for earh'full Presidentlal shigle and apply'I' tilamela spots of aspW-roohng:cemen't under'each shinite tab. Afler'applong'S'nalls in between the naWng golde tales; apply 4 nails i above tab C06r ts'ola6ingaerlaln•iatis.of overlAng shingle -cover nails 1 I' diameter asphalt Fooling amen( figure 76 7: faifanhV P wNdenlid aid PAuklenlid T/L Sbake sbingfec on steep sloprx 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 lhan.7• from. the bottom edge* of the "looth." Fasten each accessory with two'fas- eners. The fasteners must be 13/4' long.or longer, so, they penetrate either 34'.lnto the deck or completely through the deck.'Presidentlal accessory comes in t%vo different sties: Accessory.produced in Birraingham, AL Is 12' x 12'.; Portland, OR produces 97/8- x 131/4" accessory. 6.10.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic' NP3'"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. NEMO ETC, LLC Evaluation Report 353Z.09.OS-R14 Cerriricore o/Authoriiorion 932455 6'" EDITION (ZO17) FnC NON-HVHZ EVALUATION FL5444-R13 CertainTeed Asphalt Roof Shingles; (610) 651-S847 Revision 14. 01/24/2018 Page 10 of 13 NNEMOjetc. 6.10.1.3 Option 2: Refer to instructions herein for Cedar Crest'", Cedar Crest'" IR hip and ridge shingles. EON( STANDARD AND STEEP SEOPE: rrrm 15-.P reshaloj aallrms %1ff rrs OR low omf SraruLopf thysrs For by and standard slops, use live aails for earh fall Hatteras shtnee as dmau above. 6.11.1 Hip & Ridge for Hatteras`": 6.11.1.1 Option 1: Accessory for Hatteras a" 1 1 1 ROW; p 4anol-1 1 1 Tun). njmv 134.• rdsW11'Ara—sllgbs m sarpAt- For steep dopm we five owls and co spas of upbab roofing caow for earls fed Iboens sblaglc as shown above Apply I' 0arm) dlmpaer %puts or mollog ee K" WTI u 4$9I)Tc II muted) tinder curb tab corner. pros shlade Into pbee, do act ecpose cement. GIR1011'. Tau duel Mona: cwuar cup cause sWodn to MUM Flgum • 15--A 18 4.amla to make 5. 4HirrI&W Aizgsory s h06ts. 6. 11.1.2 Option 2: Cut Hatteras Shingles 91.---- 230 fnm) I I I mm) f-i eon 8.. 18" (460 203 min.— — S•d S1 460mm) Cap Cap Cap Cap Shingle Shingle Shingle Shingle`Zgomml Figure 15-20.•. C411/alkaas sbirlglas to nwku cozw u+R Figure 15-21: Ins/rd/allon of caps alorlR naps and ridRn 6. 11.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic° NP1" adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. NEMO ETC, LLC Evaluation Report 353Z.09.0S-1114 Certificate of Authoritorion #32455 6'" EDITION (ZO17) FDC NON-HVHZ EVALUATION FLS444-R13 CenainTeed Asphalt Roof Shingles; (610) 6S1-S847 Revision 14:01/Z4/2018 Page 11 of 13 NMEMO I etc. r-.,.1 .-rarer .-- •-.-r s- - --' y+ o',^ •• s' ,i fI •- "+,. !. .I, 1 O64HD STANDARD SLOPE: S1EEP.SLOPE: Use Fn'P. n* and EIGIrr spots bf asphalt rogOng cement• for each full Highland slate shinglefor hilaml-02de, SIX ndW are required. Apply i' diameter spots of asphalt rou(Ing cement under each tab h— cs I. — mmec Asphalt rooMg cement meeting AMI D4536 7hx Il is wggeslM. MW.- I1W*fp,rf• N 9Rielb" r•b - MddleOoaf raid OIm110 QaDYIa F" m 11 •j: Um irva nalb for entry lSgblydd.Sfale s Wgla r r MbniDadrv,. w fadaR. eaaa Ppsm:i f r I mein o oo•nl — — R•orna gamy Figum I ,ti- Wo MW W ds and dgbr spin p(orpW rooJbtg ansofl rdlftcrea0 r48 owswa CAUTION: Excessive use of roofng cement can cause shinglfx 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. LOW AND STANDARD SLOPE Use POUR nails for every full shingle loaded as shown below. 1 ,.._ j•larm) — — S—/ Ala—al — — i• tiSra,T'= nss l 1 1 TIr 0i1 + =UT4 —i— —1 STEEP SLOPE Use MUR nails and four spas of asphall roDGng cement for entry full Alsingle as shoum below. Asphalt roofing cement meeting AST11 D45Et6 T) 7sc ll L% h UwIcd: Apply V (25 rims) spots of asphalt roofing tamest as short. GAUTION: Excessive use of roofing cement can muse shingles to blister. 1 -- as. a ------ — Ftir' 1 psim0 1 •_ a o Tj RW109 Crmrnt 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 F.ach 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. MEMO ETC, LLC Evaluation Report 3532.09.05-R14 Certiffcole o/AutAorirolion 43I455 6'" EDITION (2017) FSC NON-IIVHZ EVALUATION FL5444-R13 CertainTeed Asphalt Roof Shingles; (610) GS1-S847 Revision 14; 01/24/ZO18 Page 12 of 13 NNEMO I etc. 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 61G20-3 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-R14 Certificate Of Authon[orion N32455 6'" EDITION (Z017) FBC NON-HVHZ EVALUATION FL5444-R13 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 14: 0I/Z4/2018 Page 13 0113 Florida 131.I11ding Code Online Page l of 2 1 r w,.... I t 1 OtiiitllY6tlf LiiYi Yi'YAY6uY W W SCIS Morrie 1 Log In 1 User RegiStrat,on Hot Topics 1 Submit Surcharge I Slats 6 Facts i PubaCilions FBC Staff 1 SCIS Site Map Links 1 search 1 FI rich r:; Product Approval USER: Public User t:C.t vN rsiararc ProduU Approval Menu > Product or ADDIKdIiOn Search > ApolKation Lost > ApplipUon Detail FL q FL15216-R3 Application Type Revision Code Version 2017 Application Status Approved Comments Archived El Product Manufacturer Owens Corning Roofing and Asphalt, LLC Address/Phone/Email One Owens Corning Parkway Toledo, OH 43645 740) 321-6345 Greg. Keeler@owenscorning.com Authorized Signature Eduardo Lozano elozano@interwrap.com Technical Representative Eduardo Lozano Address/Phone/Email 32923 Mission Way Mission, NON -US 00000 778) 945-2891 elozano@interwrap.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments 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 Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 09/30/2019 Validated By John W. Knezevich, 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 FL15216 R3 COI 2017 01 COI Nieminen.odf Standard ASTM D1970 (tear) ASTM D226 (physicals) Year 2015 2009 r -.--- A.,..,--,?-o,.ai„=,a,(—r-vxnvADav3vVVKJZIp... 4/24/2018 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Summary of Products Method 1 Option D 10/ 10/2017 10/11/2017 10/15/2017 12/12/2017 04/20/2018 Page 2 of 2 FL A Model, Number or Name Description 152 16. 1 RhinoRoof Underlayments Synthetic roof underlayments Limits of Use Installation Instructions Approved for use in HVHZ: No FL15216 R3 11 2017 10 FINAL ER INTERWRAP RHINOROOF FL15216- R3.DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: See ER Section 5 for Limits of Use. Evaluation Reports FLIS216 R3 AE 2017 10 FINAL ER INTERWRAP RHINOROOF FL1S216- R3.Ddf Created by Independent Third Party: Yes Bade Neal Conan Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487.1824 The State of Florida Is an AA/EEO employer. Cooyrioht 2007.2013 State ot Florida.:: Privaa Statement:: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do riot 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 4SS.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 email$ provided may be used for official communication with the licensee. However email addresses are public record. 11 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 b rM. Product Approval Accepts: WE ® ®® srculztyalsTnlcs. QOTRINITYIERD EVALUATION REPORT EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT 1113 OXFORD,.CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Interwrap, Inc. Evaluation Report 140510.02.12-R3 32923 Mission Way FL15216-R3 Mission, BC V2V-6E4 Canada Date of Issuance: 02/17/2012 551) 574-2939 Revision 3: 10/10/2017 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 6111 Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: RhinoRoof Underlayments 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) 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 IERD 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 3. Prepared by: y'7' . $T.. : 'O'r• . 4 Robert J.M. Nieminen P.E. S. facsimileThe seal appearing was authorized by Robert Florida Registration No. 59166, Florida DCA ANE198.3 J,n...,. Nieminen, P.E. on 10/1012017. This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. Trinity lERD 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. 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. 5. This is a building code evaluation. Neither TrinitylERD 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. UfR'INITYIERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: RhinoRoof Underlayments, as produced by Interwrap, Inc., has demonstrated compliance with the following sections of the 61° Edition (2017) Florida Building Code through testing in accordance with applicable sections of the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Properties Standard Year 1507.1.1, T1507.1.1 Unrolling, Breaking Strength, Pliability ASTM D226 2009 1507.1.1 Tear Strength ASTM D1970 2015 3. REFERENCES: Eaiiit.y Examination Reference Date ITS (TST1509) Physical Properties 100539395COQ-006 10/27/2011 ITS (TST1509) Physical Properties 100539395COQ-002 10/27/2011 ITS (TST1509) Physical Properties 100539395COQ-006 03/14/2014 PRI (TSTS878) ASTM D1970; Tear strength OCF-330-02-02 10/03/2017 ITS (QUA1673) Quality Control Service Confirmation 09/30/2017 PRODUCT DESCRIPTION: 4.1 RhinoRoof UZO is a multilayered polymer woven coated synthetic roof underlayment available in 42-inch wide rolls, and can be produced in various other sizes; meets FBC 1507.1.1 (Exception). LIMITATIONS: 5.1 5.2 5.3 5.4 5.5 5.6 This is a building code evaluation. Neither Trinity IERD 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. This Evaluation Report is not for use in FBC HVHZ jurisdictions. Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory or test report from accredited testing agency for fire ratings of this product. RhinoRoof Underlayments may' be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the prepared roof covering. Allowable Roof Covers: As •• ROo Cov O o s Underlayment Asphalt Shingles Nail -On Tile Foam -On Tile Wood Shakes Metal & Shingles Slate or Simulated Slate RhinoRoof U20 es o o No Exposure Limitations: RhinoRoof U20 shall not be left exposed for longer than 30-days after installation. Exterior Research and Design, I.I.C. Evaluation Report 140510.OZ.1Z-R3 Certi/icote o/Authorkorion #9503 G•" EDITION (Z017) FOC NON-IIVHZ EVALUATION FL35Z1 G-R3 RhinoRoof Underlayments Revision 3: 10/10/Z017 Page Z of 3 iFTRINITYI ERA 6. INSTALLATION: 6.1 RhinoRoof Underlayments shall be installed in accordance with Interwrap, Inc. published installation instructions subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application. 6.3.1 Shall be installed in compliance with the requirements for ASTM D226, Type I or II underlayment in FBC Table 1507.1.1 for the type of prepared roof covering to be installed, taking into account the wider sheet - width for double -layer applications. 6.3.1 Fasteners: For exposure < 24 hours, corrosion resistant fasteners may be 1-inch roofing nails with a 3/8-inch diameter head, or those noted in 6.4.2. The use of staples is prohibited. For exposure > 24 hours up to maximum 30 days, corrosion resistant fasteners shall be minimum 1-inch diameter plastic or metal cap nails or FBC HVHZ nails & 1-5/8" diameter tin caps (with the rough edge facing up). The use of staples is prohibited. 6.3.2 Single Laver; Roof Slope > 4:12: End (vertical) laps shall be minimum 6-inches and side (horizontal) laps shall be minimum 4-inches. Refer to Interwrap, Inc. recommendations for alternate lap configurations and/or the use of sealant under certain conditions. For exposure < 24 hours, use of every -other fastening location printed on the surface is acceptable. For exposure > 24 hours up to maximum 30-days, use of every fastening location printed on the surface is required. When batten systems are to be installed atop the underlayment, the underlayment need only be preliminarily attached pending attachment of the battens on the same day. Battens shall not be positioned over cap nails. If this occurs, remove the cap nail and patch the hole in accordance with Interwrap published instructions. 6.4.3 Double Layer; 2:12 < Roof Slope < 4:12: End (vertical) laps shall be minimum 12-inches and side (horizontal) laps shall be minimum half -sheet -width plus 1-inch. Double layer application; begin by fastening a half -width plus 1-inch starter strip along the eaves. Place a full -width sheet over the starter, completely overlapping the starter course. Continue as noted in 6.5, but maintaining minimum half -width plus 1-inch side (horizontal) laps, resulting in a double -layer application. 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: Qingdao, China 9. QUALITY ASSURANCE ENTITY: Intertek Testing Services NA Inc. — QUA1673; (608) 836-4400 END OF EVALUATION REPORT - Exterior Research and Design, I.I.C. Evaluation Report 140510.02.12-113 Certi/icote o/Authoritotion a9503 6r" EDITION (2017) FBC NON-HVHZ EVALUATION FL15Z16-R3 RhinoRoof Underlayments Revision 3: 10/10/2017 Page 3 of 3 Honda BUilding Code Online Page 1 of 2 i4 ecis come ! Lop In User Registration i Mot Topics I Suem.t Surcharge I Slats 6 FaCls Publications j FBC Staff BCIS Site Map Lints I Search l dbpr r". Product Approval USER. Public user PloduCt Approval Menu > Product or AppliCation Search > AODIiCation USl > AppllCation Detail FL p FL19567-RI Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer MILLENNIUM METALS INC. Address/Phone/Email 10200 Eastport Road Jacksonville, FL 32218 904) 358-8366 tonyac@mmi2000.net Authorized Signature James Buckner jimmy@cbuckinc.net Technical Representative Tonya Steele Address/Phone/Email 10200 Eastport Road Jacksonville, FL 32218 904) 358-8366 tonyac@mmi2000.net Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Roofing Accessories that are an Integral Part of the Roofing System 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 James L. Buckner, P.E. @ CBUCK, Inc. the Evaluation Report Florida License PE-31242 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 09/21/2026 Validated By Steven M. Urich, PE 2 Validation Checklist - Hardcopy Received Certificate of Independence FL19567 R1 COI COI CertOf Indeo lames Buckner.P.E. sc6.pd Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 1708.2 r,r-n/nr/n,- Pinn rill aenx?nriram=wGEVXOwlDas%2fiiGf'oyT... 4/24/2018 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved FL # Model, Number or Name 19567.1 MMI Off Ridge Vent Page 2 of 2 Method 2 Option B 12/17/2017 12/18/2017 12/22/2017 02/13/2018 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +N/A/-70.0 Other: Refer to evaluation report for conditions and limitations of use. Refer to manufacturer's installation instructions as a supplemental guide for attachment. Description Steel or Aluminum off ridge vent for shingle roofs mechanically attached to plywood deck. 2, 4', 6', 8', 10' nominal lengths Installation Instructions FL19567 R1 11 01 17-196-MMI ORV-ER6-.Ddf Verified By: James L. Buckner, P.E. @ CBUCK, Inc. P.E. 31242 Created by Independent Third Party: Yes Evaluation Reports FL19567 R1 AE 01 17-196-MMI ORV-ER6-.odf Created by Independent Third Party: Yes 19567.2 MMI Off Ridge Vent & Attached Permanent Baffle Steel or Aluminum off ridge vent & Permanent Baffle Limits of Use Installation Instructions Approved for use in HVHZ: No FL19567 R1 II 02 17-196-MMI-VPB-ER6.ndf 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 Other: FL19567 R1 AE 02 17-196-MMI-VP8-ER6,udf Created by Independent Third Party. Yes 19567.3 Optional Attached Baffle Steel or Aluminum optional attached baffle for MMI off ridge vent Limits of Use Installation Instructions Approved for use in HVHZ: No FL19567 R1 H 03 17-196-MMI-08-ER6.odf 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 Other: FL19567 R1 AE 03 17-196-MMI-08-ER6.Ddf 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 Approved for use in HVHZ: No FL19567 RI 11 04 17-195-MMI-Retro-ER6.Ddf 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 Other: FL19567 RI AE 04 17-195-MMI-Retro-ER6.odf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-IB24 The Slate of Florida K an WHO employer. Coovrloht 2007.2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida taw, email addresses are public records. If you do not want your e-mail address released in response to a Duda -records request, do not send electronic mail to this entity. Instead. contact the office by phone or by traditional mail. If you have any questions, please contact 850.487. 1 )95. *Pursuant to Seclron 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 Commun101ion 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 desk here . Product Approval Accepts: Iffy Credit Safe S£CUI7 .tilET1iICS SpPf=laIfy Sfrur—turdl Englnperinq CBUCK, Inc. Certificate o/Authorization a8064 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 611320-3 Method: 2 - B Category: Roofing Sub - Category: Product: Material: Support: 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 Roofing Accessories that are an Integral Part of the Roof System Retro Baffle Steel or Aluminum Wood Deck Facsimile of digital copy signed by James L. Buckner, P.E. Electronically signed and sealed documents shall comply with the provisions of FAC Rule 61G35.23. L:•BVClr "I P•'' vtGENSF'•., F,Q No 31242 w STATE OF LORIO IIIIII``\ I' CBUCK, Inc. — Palm Beoch County, rlorida 2017.12.15 09,08:10-05'00' Phone: (561) 491-9927 • Elnail: chuck@cbuckinc.net • website: www cbuckinc.net Main Office: 1374 Community Drive, Jupiter, Florida 33458 FL 11: FL 19567.4 R1 Date: 12 / 15 / 17 CBUCK Engineering Report No.: 17-196-MMI-Retro-ER6 Speclalrl J Structural Engineering CBUCK, Inc. Certificate of Authorizotion #8064 Manufacturer: Product Name: Product Category: Millennium Metals, Inc. Retro Baffle 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 (ASO) with a margin of safety of 2 to 1. FL H: FL 19567.4 R1 Date: 12 / 15 / 17 CBUCK Engineering Report No.: 3 17-1966-MMI-Retro-ER6 Specialty Struc:turcl Engineering CBUCK, Inc. Certificate of Authorization a8064 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 Scope 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 H: QUA 1824). CBUCK Engineering FL 4: FL 19567.4 R1 Date: 12 / 15 / 17 Report No.: 17-196-MMI-Retro-ER6 Page 4 of 6 I SpPelalfiy Structural Engineering MUCK, Inc. Certi/icole o/Aulhorizolion #8064 Structural Baffle: Retro Model Components/Materials Material Tvpe 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: 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 B18.6.4 FL #: FL 19567.4 R1 1 ,/ Date: 12/15/17 CBUCK &nc)inc rinCD RRegpeortNo•:5of66-MMI-Retro-ER6 SpeclaWtj Structural Engineering CBUCK, Inc. Certificate of Authorization #8064 Installation: Referenced Data: 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 manufacturers 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 manufacturers installation instructions as a supplemental guide for attachment. 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 It: FL 19567.4 Rl Date: 12 / 15 / 17 CBUCK engineering Report No.: 17-196-MMI-Retro-[R6 Page 6 of 6 Specialty StrUctUrdl E=ngtnPPrtnq CBUCK, Inc. Certificate of Authorization a8064 Installation Method Millennium Metals, Inc. Retro Baffle Steel or Aluminum Attached to Wood Deck Profile Drawings Side View (Not To Scale) IVM Oft Podge Merit Steel orAltrrirxrn) Retro Baffle Steel or Aluminum) - --- f, r' Plywood Deck i Typical Faster"(s) 11 Gauge Ring Shank Roofing Nail OR 10 min. V\bod Screws Attachment Spacing: T o.c. Max Penetration thru deck: 3(15' IVIn. Typical Cross Section View (Not To Scale) Florida Building Code Online Page 1 of 2 r 50S Home I Log In = Use, Registration i Mot Topics I Sub—1 Surcharge ( Slats 6 Facts Publications FaC Start ! BCIS Site Map I Links I Search Product rVi oUSER: Public tpprOValprtz== Product Approval Menu > Product or AoplKation Search > Application Lost > Application Detail FL 4 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 Ext4750 slewis@alpineitw.com Authorized Signature Stuart Lewis slewis@alpinestw.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 1?j 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 t_.._—./I......... rl _:,-1...:rill ... 4/24/2018 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 Summary of Products FL X Model, Number or Name Description 1999.1 ITW BCG/Alpine Higher Strength (H Metal Connector Plate S) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL1999 R6 11 Installation Instructions.pdf 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 I FL1999 R6 AE ESR-1118.odf 1999.2 ITW BCG/Alpine Hinge Plate Metal Connector Plate Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL1999 R6 11 Installation tnstructions.Ddf 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 FL1999 R6 AE ESR-1118.1)df Page 2 of 2 1999.3 ITW BCG/Alpine Trulox Metal Connector Plate Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL1999 R6 11 Installation lnstructions.ndf 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 FL1999 R6 AE ESR-1118.Ddf 1999.4 ITW BCG/Alpine Wave Metal Connector Plate Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL1999 R6 Il Installation Instructions.odf 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 FL1999 R6 AE ESR-1118.Ddf Dark neat Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850.467-1824 The State of Florida is an AA/EEO employer. Copyright 2007.2013 Stale 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 pudic -records request, do not send electronic rail to this entity. Instead, contact the office by phone or by traditional mad. jr 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 8 they have one. The emads provided may be used for offKial 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 Puck hMp . Prodmucctt Ailpproval Acce!pts: IRS, 0 Credit Card Sate 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 I 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 1 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 TPI 1. Florida Building Code Online Pagel of 2 t r t r lip rid SCISS I Log In I User Registration Mot ToplCS I Subm,l SurCharge Slats 6 FaCts pa ubkabKI FOC Staff I OCIS Sale Map I Links I sGrCh rnHorne 1(;; Product Approval AiiiiidNrjy'j{ J'eJUSER: Pud,c User Proputl Approval Menu > ProGuCl Or ADOl,rdlgn SearCh > Application List > Appl,Cation Detail FL # FL14239-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived 0 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 0 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. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL14239 R4 COI Indeo.odf Standard ASTM D1761-88 Florida Licensed Professional Engineer or Architect FL14239 R4 EauivFL14239 R4EauivEauivpdfYear 2000 Product Approval Method Method 1 Option D hllnc•// wwvw noririahuildine.ore/rn•/nr aDo dtl.aSDX?naram=wGCVXOwtDquDI .ICrtOSCei... 4/24/2018 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 ft 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 Dwe.Ddf 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.odf system. The required site -specific design pressure (demand) Created by Independent Third Party: Yes shall be calculated by others for use with this design. Back WOrI Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-IB24 The Stale of Florida is an AA/EEO employer. Comrioht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are pudic 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 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 if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. Ir you do not wish to supply a personal address, please provide the Department with an emad address which can be made avallable to the public. To determine If you are a licensee under Chapter 455, F.S., please dock hero . Product Approval Accepts: Credit card Safe 161.0 1 1 1 1 1 YI 1 16— 1% 1 • F It I i \/ I YI F % 6_ I A, l YI %/ 1 MECHANICAL UNIT STEEL TIE -DOWN CLIP: AT GRADE & ROOF -TOP MOUNTED APPLICATIONS I CENTER OF GRAVITY ASSUMED TO ACT AT THE GEOMETRIC CENTER OF THE F MECHANICAL UNIT. TS W MECHANICAL UNIT MUST BE SQUARE OR RECTANGULAR, i Oi NO IRREGULAR SHAPES. x7 VIO Iw I v , 7TMp _ / yl •. MOST STRUCTURE DESIGN BY OTHERS. SEE OESIG SCHEDULES FOR ' ALLOWABLE SUBSTRATES I' "LB MIN. WEIGHT, MECHANICAL UNIT PER SEPARATE CERTIFICATION, TYP. I I I I I ?CENTER OF I GRAVITY..," 7' MAX 7' MAX TYP. MECHANICAL UNIT '' T1'P' =' 1 TIE -DOWN ISOMETRIC ISOMP C 1 SEE DESIGN SCHEDULE FOR MAXIMUM SURFACE AREA AND DESIGN PRESSURE, TYP. STEEL TIE -GOWN CUPS. SEE DETAIL 1/7 6 Z/7I1,2 FOR CUP INFORMATION, 3 TYP. 7' MAX a. TYP SG1L 0`'_ LeoS TYPE OF CUP AND NUMBER 1 PER OF WILL VARY PER TIE -DOWN CLIP DIRECTIVE EXAMPLE THE FOLLOWING EXAMPLE ILLUSTRATES THE PROCEDURE USfO TO DETERMINE THE MAXIMUM ALLOWABLE ROOF -TOP INSTALLATION HEIGHT, M, FOR ANY GIVEN MECHANICAL UNIT THAT CONFORMS TO THE DIMENSION RESTRICTIONS AND CESIG11 CRITERIA LISTED MERCK. SEE SHEETS A.S FOR DESIGN SCHEDULES.) MECHANICAL UNIT CRITERIA: CONSIDER THE INSTALLATION OF (1) MECHANICAL UNIT WITH THE FOLLOWING CRITERIA. VTR.170 MOM, EXPOSURE'W AB' TALI 1 40- DEEP 1 AB- WIDE. 100 LA (WEIGHT AS VERIFIED BY OTHERS) INSTALLED TO 3000 PSI MIN CONCRETE WITH (I)-2' CUP AT EACH CORNER OF UNIT (TOTAL OF (K) CLIPS) PROCEDURE: PROCEDURE STEP RESULT t JOIJERMINE In( CONNECTION TYPE BASED ON THE DIAGRAMS ON SHEET 2 CONNECTION TYPE 2 2 DETERMINE WHICH DESIGN SCHEDULE TABLE TO USE THIS INSTALLATION IS INTENDED FOR A VVIt. 170 MPH, EXPOSURE'B'. THIS DESIGN CRITERIA CORRESPONDS TO TABLE S J 1OETERMINE LARGEST FACE AREA Of MECHANICAL UNIT TO BE INSTALLED 4B-1.4'.16FT' THIS UNIT HEIGHT OF AI' IS EQUAL TO THE MAXIMUM ALLOWABLE HEIGHT Of W. A CHECK MAXIMUM UNIT HEIGHT RESTRICTION MOTO THIS PRODUCT APPROVAL ALLOWS THE UNIT TO BE INSTALLED ON TOP OF AN A/C STAND THAT IS A MAXIMUM 70- TALL SPAN A/C STAND IS UTTLIZE0, CHECK TO SEE THAT THE STAND DOES NOT EX"CO 30' IN MEIGMr S 1CHECK MINIMUM UNIT WIDTH RESTRICTION UNIT WIDTH IS AB' WMICM IS GREATER THAN THE MINIMUM ALLOWABLE WIDTH OF 21' 6 OETFaMINE THE ALLOWABLE ROOFTOP HEIGHT OF THE INSTALLATION THIS UNIT MAY BE INSTALLED AT RODE HEIGHTS 1F55 THAN OR EQUAL TO IS f7. SEE (-) ON TABLE 5 FOR THE NUMERICAL VALUES Of THIS DESIGN EXAMPLE DESIGN NOTES: = o' THIS PRODUCT HAS BEEN DESIGNED IN ACCORDANCE WITH ASCE 7.10 AND FLORIDA i BUILDING CODE 2017 (6TM EDITION) FOR USE WITHIN AND OUTSIDE THE HIGH VEL HURRICANE ZONE AS INDICATED IN THE ACCOMPANYING DESIGN SCHEDULES. THE OES14AA CRITERIA USED TO CALCULATE THE ALLOWABLE ROOF -TOP HEIGHTS CONSIDERS FBC SECTION 1609.0 FOR NON-MVMZ AND SECTION 1620.6 FOR MVMZ 6 ASCE 7 SECTION 29 4.1 FOR INSTALLATIONS AT GRADE. (GC,)v.,1,• 1.90 WITHIN THE KVMZ 6 OUTSIDE THE MVMZ. (GC,],.-I.S FOR ALL LOCATIONS (CONCURRENT) . ALL OTHER DESIGN VARIABLES ARE IN ACC M;NCE WITH ASCE 7.10 CHAPTERS 26 6 29. THE HEIGHTS LISTED IN THE DESIGN SCHEDULES REPRESENT THE ALLOWABLE HEIGHT OF THE BUILDING. THIS PRODUCT APPROVAL ALLOWS FOR EACH UNIT TO BE INSTALLED ON A MAXIMUM 70' TALL A/C STAND (CERTIFICATION BY OTHERS) ON TOP OF THE HEIGHTS LASTED IN THE DESIGN SCHEDULES. GENERAL NOTES: I. NO 77.1/7% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. 2. DESIGN IS BASED ON CLIENT PROVIDED PRODUCT AND DIE SHEETS FROM TESTREPORTSPTEL0197OL'A. IT 019707076 BY TESTING EVALUATION LABORATORIES, INC.. NO SUBSTITUTIONS WITHOUT WRITTEN APPROVAL BY THIS ENGINEER SMALL BE PERMITTED 2. MAXIMUM 6 MINIMUM DIMENSIONS AND MINIMUM WEIGHT OF MECHANICAL UNIT SMALL CONFORM TO SPECIFICATIONS STATED HEREIN. ALL MECHANICAL SPECIFICATIONS CLEAR SPACE, TONNAGE, ETC.) SMALL BE AS PER MANUFACTURER RECOMMENDATIONS AND ARE THE EXPRESS RESPONSIBILITY OF THE CONTRACTOR. A, FASTENERS TO SE 112 X %' OR GREATER SAE GRADE S UNLESS NOTED OTHERWISE. TAPCONS REFERRED TO HEREIN SMALL BE I7W BUILDER BRAND, CARBON STEEL ONLY, INSTALLED TO 7000 PSI MIN CONCRETE. SEE ANCHOR SCHEDULE FOR ANCHOR REQUIREMENTS. All FASTENERS SMALL HAVE APPROPRIATE CORROSION PROTECTION TO PREVENT ELECTROLYSIS. S. ALL STEEL CUPS SMALL BE ASTM A267 STEEL (GRADE 0) WITH FY.77 RSI OR BETTER. ALL STEEL MEMBERS SMALL BE PROTECTED AGAINST CORROSION WITH AN APPROVED COAT OF PAINT, ENAMEL OR OTHER APPROVED PROTECTION. G90-RATED COATING REQUIRED FOR ALL COASTAL INSTALLATIONS. 6. ALL CONCRETE SPECIFIED HEREIN IS NOT PART OF THIS CERTIFICATION. AS A MINIMUM, ALL CONCRETE SMALL BE STRUCTURAL CONCRETE A' MIN. THICK AND SMALL HAVE MINIMUM COMPRESSIVE STRENGTH OF 7000 PSI, UNLESS NOTED OTHERWISE. 7. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS. 6. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED 6 INSTALLED BY OTHERS. 9. THE ADEQUACY OF ANY EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS SMALL BE VERIFTEO BY THE ONSITE DESIGN PROFESSIONAL AND IS NOT INCLUDED IN THIS CERTIFICATION.EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. 10. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS OETAREO HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SMALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. 11. WATER.rGHTMESS OF EXISTING MOST SUBSTRATE SMALL BE THE FULL RESPONSIBILITY OF THE INSTALLING CONTRACTOR. CONTRACTOR SMALL ENSURE THAT ANY REMOVED OR ALTERED WATERPROOFING MEMBRANE IS RESTORED AFTER FABRICATION AND INSTALLATION OF STRUCTURE PROPOSED HEREIN. THIS ENGINEER SMALL NOT BE RESPONSIBLE FOR ANY WATERPROOFING OR LEAKAGE ISSUES WHIOI MAY OCCUR AS WATER.TIGHTNESS SMALL BE THE FULL RESPONSIBILITY OF THE INSTALLING CONTRACTOR. 12. FOR AN EXPLANATION OF EXPOSURE CATEGORIES THAT ACCOMPANY THE VWt WINO SPEEDS USED IN THIS APPROVAL, SEE SECTION 26 7.7 OF ASCE 7. t0. V Z a J z a Z 2 n Q t; i E Z€12tt t W a z Z g L E x m 15-2378 EFW -A J' MAX 1' CLIPS • . TYP 1' CUPS V MA% J. TYP. R M1 ) J,MAX TYP.]' MAX, \\ MAX ANCHOR SCHEDULE: 1" CLIPS SUBSTRATE DESCRIPTION 1)•$/16.0 CARBON STEEL TTW WILOEX TAPCOM, CONCRETE: 2W FULL EMBED TO 4' THICK MIN, CONCRETE, 3%' MIN. 7000 PSI MIN.) EDGE DISTANCE. A.' MIN. SPACING TO ANY ADJACENT ANCHOR. AWMINUM: 0-14 SAE GRADE 5 0.115' MIN. SHEET METAL SCREW TO THICK, 6061•T6 ALUMINUM, PROVIDE (5) MIN. ALUMINUM) PRCMES MIN. PAST THREAD PLANE STEEL: 1)•. 14 SAE GRADE S 0.1I5' MIN. SHEET METAL SCREW TO THICK, 77 KSI STEEL• FROVIOE (5) MIN. STEEL) PITCMlS MIN. AST THREAD PLANE 2" CLIPS L=` SUBSTRATE DESCRIPnoN 1 1)•1116'0 CARBON Si TTW BUILDEX TA/CON, CONCRETE: 1Y,' FULL EMBED TO'-. 4' THICK MIN, CONCRETE, 3%, MIN. 7000 PSI MIN.) LOG! DISTANCE, 7Y.' MIN. SPACING TO ANY ADJACENT AMCMOR. ALUMINUM: I $MEET METAL SCRE 5ES TO0115' HIM. ALUMINUM, PROVIDE (5) THICK, 6061•T6 PITCHES HIM. PAST HIM. ALUMINUM) THREAD PANE STElI. (1)•P 1 SAE GRADE S 0.115' MIN, SHEET METAL SCREWS TO THICK, 77 KSI STEE4 PROVIDE (5) HIM STEER) ITCH!( MIN. PAST THREAD PLANE 1. EMBEDMENT AND EDGE DISTANCE EXCLUDES FINISHES, IF APPLICABLE. 1. ENSURE MINIMUM EDGE DISTANCE AS NOTED IN ANCHOR SOREOULE. 7. SEE DerA1Ls on SHEET 7 FOR ANcnoRls ATTACHING To MECHANICALNICAL WI TT TYPE Cl CONNECTION TYPE C2C1 I' CUP • UTIUZE (1) AT EACH CORNER FOR A TOTAL OF (4) PER UNR C2 l' CUP •UTILIZE (1) AT EACH CORNER FOR A TOTAL Of (8) PER UNIT Z 7' MAX_/ t- wra 7' MAX TYP. Z' CUPS 7'•MAX TYP. TYP. 1 T MA%.\ O TYP. \N\TAV J • ` N`Vd' J' MAX LrA TYP CONNECTION TYPE C3 c3 CONNECTION TYPE C4 1' CUPS • UTILIZE (1) AT EACH CORNER FOR A TOTAL OF (A) PER UNTT C4 Z' CUPS - UTILIZE (Z) AT EACH CORNER FOR A TOTAL OF (6) PER UNIT UNIT WIDTH 6' MAX 6-- CUP OFFSET CUP PAIR SPACING CUP OFFSET J'TYP MECHANICAL CUP -CUP UNIT PER SPACING SEPARATE CERTIFICATION UTILIZE (4) CLIPS EA SIDE OF UNIT FOR A TOTAL Of 8) PER UNIT 75—***\ ALTERNATE (8) CLIP DETAIL T /N.T.S. PLAN VIEW J THIS DETAIL MAY 8E USED AS AN ALTERNATE GEOMETRIC PATTERN FOR ALL CONNECTION TYPES THAT UTILIZE (1) CUPS AT EACH CORNER FOR A TOTAL OF (0) CUPS PER UNIT. U z a J 3Qs` zg 8 0 C!= C Z€92= LLJ z a = co 15-2378 FOR AMY CUP LONGER THAN 10' 0.19' UTILIZE M-012 SAE TYP. GRADES SHEET METAL SCREWS, TYP. 0.06e•TMICK A287 U T STEEL, TYP. TEE m O O Ouau 3)-e 12 SAE GRADE 5 SKEET METAL SCREWS • n a a }},, Q o 0 FOR CUPS UP TO S' a O LONG.VTILIZE($)•a 12 f O SHEET METAL SCREWS' Q FOR CLIPS LONGER THAN 5'. TYP. Y.'0 MOUE, WITH OANCHORFROM1- CUP ANCHOR 0.75' SCHEDULE, TYP. OTHER DIMENSIONS n vs• SIMILAR) 1 1" CLIP ISOMETRIC DETAIL 3 N.T.S. ISOMETRIC O.125' a 0.072' OR 0.THICK ASTASTM A2e3 b STEEL, TYP. 3)•012 SAE GRADE S SHEET METAL SCREWS FOR CUPS 4• LONG. LFRUZE ( 4)•012 SHEET METAL SCREWS FOR CUPS LONGER THAN 4'. TYP, S1' 0 MOLES • NOT TO BE USED FOR ANCHORS. TYP. S' o. 7s• p 00• 0. 50• FACTORY- MILLED):'O MOLES: UTILIZE ( 1) OR (2) ANCHORS .i FROM 2' CUP ANCHOR SCHEOULE, TYP. 0. 50'_ 2 2" CLIP ISOMETRIC DETAIL 3 N.T.S. ISOMETRIC MECHANICAL UNIT BY OTHERS. ALUMINUM MOUSING UNITS SMALL BE 6063•T6 MIN. ALUMINUM SHIFT WITM fry-30 KSI, 0.125' MIN. THICKNESS, STEEL MOUSING UNITS SMALL BE ASTM AGS7 Fy-33KS1 MIN. STEEL. GRADE 33. 22GA MIN. (t-0.0299•). 0. 068• THICK ASTM l' %•' A283 STEEL CUP, TYP. BASE OF UNIT SMALL BE FLUSH W ITM BASE Of CUP, NO SPACE f' •/ PEMtiiieo, TYP. 3)• 812 SAE GRADE 5 SHEET 46 , 4 N° Pt;00 5 METAL SCREWS FOR CUPS UP TO 5• LONG. UTILIZE (5)-+L2 SKEET METAL SCREWS FOR CUPS O •: LONGER THAN V. PROVIDE (5) 3 •. STATE OF PITCHES MIN. PASTTHREAD PLANE 0• /'t OR\ OP' FOR EACHSMS,TYp PER ANCHOR ANCHORSCHEDULE SUBSTRATE PER ANCHOR SCHEDULE VARIES) 1" TIE - DOWN CLIP 3 ANCHOR DETAIL 3 3' - 1••0. DETAIL CUP IS DESIGNED FOR FULL CONTACT WITH THE BASE OF EACH MECHANICAL UHT, TYP, MECHANICAL UNIT BY OTHERS. ALUMINUM MOUSING UNITS SMALL 6E 6063•TG MIN. ALUMINUM SHEET WITH Fty-30 KSI, 0.125' MIN. THICKNESS. STEEL MOUSING UNITS SMALL BE ASTM A653 FY-33KSI MIN. STEEL, GRADE 33, 22GA MIN. (t-0.0299'). 0.072' OR 0.113' THICK ASTM A2113 STEEL CUP, TYP. BASE Of UNIT SMALL BE FLUSH WITH BASE OF CUP. NO SPACE PERMTTEO, TYP. 3)•8 12 SAE GRADE 5 SHEET METAL SCREWS FOR CUPS 4• LONG. UTILIZE ( 4)•o12 SHEET METAL SCREWS FOR CUPS LONGER THAN <-. PROVIDE (5) PITCHES MIN, PAST THREAD PLANE FOR EACH SMS, TYP. 3181F(1) OR ( 2)ANCHORS SCHEDULEOERANCHOR SUBSTRATE •' '! •: •' :' I PER ANCHOR SCHEDULE VARIES) 2" TIE - DOWN CLIP 1ANCHOR DETAIL 3 7' - 1'•0' DETAIL CUP IS OESIGNE0 FOR FULL CONTACT WITH THE BASE OF EACH MECHANICAL UNIT• TYP. Ell sN UM R tW`EY Zk wW 9 = Lu NWu ow O 15-2378 9 E a W TABLE 1: Vult=175 MPH, EXPOSURE C IFOR USE WITH A RISK CATEGORY II STRUCTURE IN THE NIGH VELOCITY HURRICANE LONE-) ALLOWABLE ROOF TIE -DOWN CONFIGURATION Cl CI TOP HEIGHT IN) TYPE C3 CA MAXIMUM SURFACE AREA OF UNITS LARGEST FACE UNIT HEIGHT UNIT WIDTH 6 FT' 26' MAX 12- MIN N/A N 1100 FT AT GRADE M s 200 FT 9FT' 32' MAX IS' MIN MIA M S 1S FT AT GRADE N S 200 FT A FT' A6'MAX 24'MIN AT GRADE M S 200 FT H S 200 FT N S 200 FT 6 F T' 9FT' y IZ FT' 16 FT' N/A N f 200 FT H S 30 FT M 1200 FT N/A NSAOFT ATGMO( I MSIOOFT N/A AT GRADE MIA M s 200 FT N/A AT GRADE N/A N S 60 FT 30 FT' MAX AB' MIN MIA AT GRADE MIA H S 60 FT 25 FT' N/A N/A MIA N S 13 FT 30 FT' N/A N/A N/A AT GRADE 36 FT' N/A N/A N/A I AT GRADE THIS TABLE IS PERMISSIBLE TO BE USED WITHIN THE HVHZ WHICH CONTAINS BROWARO AND MIAMI.OAOE COUNTIES. CHECK WITH LOCAL AUTHORITY HAVING JURISDICTION FOA THE APPLICABILITY OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES. TABLE 3 : Vult=170 MPH, EXPOSURE C FDA USE WITH A RISK CATEGORY II STRUCTURE') ALLOWABLE INSTALLATION ROOF HEIGHT TIE -DOWN CON-IGURATION TYPE CI C2 CS CA MAXIMUM SURFACEAREAOF UNITS LARGEST FACE UNIT HEIGHT UNIT WIDTH 6 h' 24In 11 In N/A s 140 FT AT GRADE s 200 FT 9 h' I 32 In IS In N/A N 5 ISFT AT GRADE 1 5 200 FT A III I 6 It, 9 h' 46' MAX 32 M 16 M 24' MIN AT GRADE 5 200 FT MIA S 200 FT Af GRADE s 200 FT H S 40 FT s 200 FT N/4 a 60 FT AT GRADE I s 200 FT N/A AT GMOE N/A S 200 FT N/A AT GRADE MIA 1 f 60 FT 20 M-- 2 S h' 60' MAX 30 M 36111 _-- _-- AB' MIN N/A N/A N/A AT GRADE N/A S 100 FF N/A H/A N 130 FT N/A N/A AT GRADE N/A ._. MIAN/A AT GRADE AS AN EXAMPLE, THIS TABLE IS PERMISSIBLE TO BE USED WITHIN PALM BEACH COUNTY. CHECK WITH LOCAL AUTHORITY HAVING JURISDICTION FOR THE APPLICABILITY Of THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES. TABLE 2 : Vult=175 MPH, EXPOSURE D FOR USE WITH A AISK CATEGOAY II STRUCTURE IN THE NIGH VELOCITY HURRICANE ZONE-) ALLOWABLE ROOF - TOP HEIGHT IN) TIE -DOWN CONFIGURATION TYPE C3 t2 C3 CA MAXIMUM SURFACE AREA OF UNTS LARGEST FACE UNIT HEIGHT UNIT WIDTH 6 FT' 24' MAX 12' MIN N/A H S AO FT AT GRADE H 5 200 FT 9 FT' 32' MAX IVMIN N/A AT GRADE MIA H s 200 FT A FT' AB' MAR 24' MIN AT GRADE N S 200 FT H S 160 fT N 5 200 FT 6 FT' MIA 1 N S 200 FT AT GAAOE N S 200 FT 9 FT' N/ A FI s 1S FT AT GRADE H s 200 FT 12 FT' MIA I AT GRADE MIA N 5 IAOFT 16 FT' N/ A I N/A N/A N S 1S FT 20 FT' MAR AB' MIN N/A N/ A N/A H S 30 FT 23FT' N/A N/A N/A AT GRADE 30 FT' N/ A N/A N/A AT GRACE 36 FT' N/ A N/A MIA N/A THIS TABLE IS PEAM191BIE TO BE USED WITHIN THE HVHZ WHI04 CONTAINS BROWARO AND MIMEI.OAOE COUNTIES. 041M WITH LOCAL AVMOWTY HAVING JURISDICTION FOR THE AFPUCABIUTY OF THIS TAIiUE WITHIN CERTAIN FLORIDA COUNTIES. TABLE 4 : Vult= 170 MPH, EXPOSURE D FOR USE WITH A RISK CATEGORYU STRUCTURE') No PE0046SAI A0 . STATC OF I,••. F(OR, . SIONA . ALLOWABLE INSTALLATION ROOF HEIGHT TlE-GOWN CONFIGURATION TYPE CI CZ C3 CA MAXIMUM SURFACE AREA OF UNITS LARGEST FACE UNIT HEIGHT UNIT WIDTH 6 M 24 In 11 In MIA 60 FT AT GRADE 5 200 FT 9 M 3Z In 151n MIA AT GRAOE s 200 FT A M AB' MAIL 24• MIN AT GRADE S 300 FT ff IRI 100 FT6 M N/ A S 200 FT H S 300 FT 9 h' N/ A H 115 FT ATs 100 FT 12 M N/ A AT GRAOE MIA S 200 FT 16 M N/ A MIA N/A 1140 FT 20 M 60' MAX AB' MIN MIA AT GRADE MIA I M S AO fT 25 M N/ A N/A N/ A N/ A N/ A N/ A I AT GRAOE_ I At GRADE J 30 h' 36h' N/A N/A N/A ATGAAOE J AS AN EXAMPLE, THIS TABLE IS PERMISSIBLE TO BE USED WITHIN PALM BEACH COUNTY. CHECK WITH LOCAL AUTHORITY HAVING JURISDICTION FOR THE APPLICABILITY OF THIS TABLE WITNIN CERTAIN FLORIDA COUNTIES 31J2 N Y e CIOcwu 3 W GWNG w r 0 V Z J Z Q i Z O e C yFYar(II C N1yW I Q FNZ€ v2 iW oa Z'' a a q F m 15- 2378 9 K L StH.-' 0, r E. f j Z II.: ml PEO 4654 l TABLE 5 : Vult=140 MPH, EXPOSURE B TABLE 6 : Vult=140 MPH, EXPOSURE C F • • S«, cr yef C (FOR USE WITH A RISK CATEGORY 11 STRUCTURE) (FOR USE WITH A RISK CATEGORY 11 STRUCTURE) ss/ W a N ALLOWABLE INSTALLATION ROOF HEIGHT ' I I I I I NO i N= j I TIE•OOWN CONFIGURATION TYPE Z Fl• u U `d MUM 0 0: SURFACE AREA Of UNIT UNTT Cl C2 C3 U Z k ° N O u tlUNIT'SLARGEST HEIGHT WIDTH WW a1_9:u= FACE RR v3C3 6 M 24 In 12 In AT GRADE 1200 FT S 50 FT _ S 200 FT _ VI w • u i4Y 9 h' 32 In 15 In N/A S 180 FT V H S 1S FT S 200 FT O wO d h' S 90 fT s 200 FT _ S 200 FT S 200 FT 6 h' AT GRADE S 200 FT f 200 FT s 200 FT a 9 h' 48' MAX 24' MIN AT GRADE S 200 FT N S a0 FT 1200 FT 12 ft, N/A S 100 FT AT GRADE S 200 FT V ^ n 16 h' N/A H S 15 FT AT GMOE f 200 FT 20 M NIA H S 30 FT AT GRADE i 200 FT __ Z 2S M 60' MAX dB' MIN N/A AT GRACE AT GRADE S 200 FT 30 M N/A AT GRADE N/A S 90 FT Q z ; J6 M N/A AT GMOE N/A N S 30 FT z i X 8 Ozs- Z 12r t W 9 s X R Z' c k _ a W TABLE 7 : Vult=140 MPH, EXPOSURE D co FOR USE WITH A RISK CATEGORY 11 STRUCTURE) U 3 a € i± mngortrwallLv«A7orl 15-2378 iiii H 1 e P.•e aescumon: o AS AN EXAMPLE, THESE TABLES ARE PERMISSIBLE TO BE USED WTTHIN 'S Q BREVARD COUNTY. CHECK WITH LOCAL AUTHORITY HAVING JURISDICTION C FOR THE APPLICABILITY OF THIS TABLE WTTHIN CERTAIN FLORIDA COUNTIES. ALLOWABLE INSTAWnON ROOF HEIGHT nf•oown coNFIcvRAnon TYPE MAKIMUM SURFACE AREA Of UNIT UNIT C1 C2 C3 U UNIi'S LARGEST HEIGHT WIDTH FACE 2d In 12 In H s 15 FT S 200 fT --- S 200 FT s 200 FT 72 Ie 151n AT GRADE S 200 FT a 60 FT S 200 FT ah' 5200 fT 5200 FT S200R S200 FT FT 5200 FT S200 FT S200fi6h' NSdO AT GRADE S 200 FT S l20 FT S 200 FTa6' MAX 2a• MIN 12 h'_—• AT GRAOE_.S 200 fi NSdO FT_ 5200 FT 16 h' N/A SBO fT NS15 FT S200 FT 20 h' S N/A S 100 FT N S 1S FT S 200 FT 25 GRADE S 200 FT lO 60' MAX dd' MIN GRACE 5200 FT N/A ATGMOE AT GRADE S120 FT ALLOWABLE INSTALLATION ROOF HEIGHT TIE-0OWN CONFIGURATION TYPE Cl C2 U Ca MAXIMUM SURFACEAREAOf UNIT'S LARGEST FACE UNIT HEIGHT UNIT WIDTH 6M NIn ITN N/A S200 fT Ns30 fT 5200 FT 9h' J2M ISN N/A Sl00fT AT GRADE S200 FT A h' a6' MAX 2a• MIN H S a0 fT S 200 R 5 200 FT s 200 R 6 M Ai GRADE S 200 FT S 200 FT S 200 FT 9 M N/A S 200 FT H S IS fT S 200 FT 12M N/A NSdO FT AT GRADE S200 FT 16 M N/A AT GRADE N/A S 200 FT 20 M MAX aB' MIN N/A AT GMOE AT GRACE 5 200 FT 2S M N/A AT GRADE N/A S 120 FT 30 h' N/A N/A N/A H S d0 FT 36 h' N/A N/A N/A AT GRADE 1 CITY OF SANFORD 7 nECEIVEn BUILDING & FIRE PREVENTION Dn JUL 3 O 2018 U PERMIT APPLICATION BY: Application No: 1)-7.001n Docuniented Construction Value: S to)ZD0 — Job Address: C-5Ho W gme, I 0n Q_ Historic District: Yes \o Parcel ID: Lc+ -729-mombmV12 Residential Coruunercial Type of Work: 'New'New Addition Alteration Repair Demo Changc of lase NIovc Description of 'orl:: I L1_« i %I IL_` i'I -I' 1• I T 1 -1(_ Plan Review Contact Person: Phone: Fax: Email: A Property Owner Information Sanie 1Gk,IilnY 1-OY f tSCWI Phone: Title: Street: Resident of property? : City'. State Zip: Contractor Information arne illC 'rtCE T' r'(iI i_`.- J h I ji 7 Phone: Street: ' T s 1f t Fax: City. State Zip: tl1 i C rr; 1 ( % St'4,Ie License No.: ante: Street: City. St. Zip: Bondin,_ Conipany: Addrev: Architect/Engineer Information Phone: Fax: E-mail: lort_nt_e Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPER'1'1'. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON-1-111:.101'. SITE CL•'FORL" THE FIRST INSPECTION. IF YOU INTEND TO W.TALN FINANCING. CONSULT wi-n•I Youi\' LENDER OR AN ATTORNEY CEFORE I:ECORDING YOUR NOTICE OF COMMENC[MrNT. Madt 10 Chi :?1 3 1 .• C3J i:' '.:.an. Ca uC•:i. C'i hHhodyn l:^.: i :i:c'. P- l !:. ''_' _ P:'.:,. »:'.= :! =. 3':! .:C)in .:i.I E: :::•?i,:?_ : i:l::: _. _ a_.a: i l! !]'•l' r:''!:1: _ i ::.._ it: juri5di.nic.n. I understand Ihai is separaic permit rota he secured ror eh•cirical stork. pluribin._. s!_r:s, i%el!,. furnaces. Moiler s. lierters. tanks, and air conditioners. etc. FCC IQS.; Shull be in:erib_d %%ith the t!a;c t,l'appliea;i.,n and the code in ctirct we Am da;e: 57 IdWun r_tii-t nuHda Ruild•,a_ Chde t:.:n • i ':... rt •. GQpl7 NOTICE: In addition to the requiremcnis of this permit, there may be additional r:_trietions ap pli;able to this proper:' that may be found in the public records of this eottnn'. and there may be ad-Rional permits required from o:her gowenlmemal entities such a: \water management districts, state agencies, or federal agencies. acceptance of permit is verification that I will notify the owncr of the property of the requirements of Florid:: Liar, Lw-v, FS i I:. The City of Sanford rquires payment of a plan review fc: at the tine of permit subini[tal. A cosy of the executed contract is rrquircJ m order to calculate n plan re\•ic\v charge and \\'ill be tot>idered the estimated construction vale: of the job a[ the ti .- of submittal. The uctual constriction value will be f[_ured baseJ on the c rcm ICC Valuation Table it effec[ at the time the I+cnnit is iss-ed, in accordance with local ordinate. Should calculi[:J ch—mes :t^_ Iced of[ the exex.ted contract exc::d the actual coll5m..., ; wah1:. credit will be applied to your pernit fees when the permit is ksueJ. 0W.NEWS AFFIDAVIT: 1 certify that all of the forcuoin- information is accurate and that all Nvork will be done in compliance with all applicable I:ws revulating constructionU.XL-74M. ,11g. 5i:rr.: or G::a RC:.. 1:.. :}:._._.: a Ce::.:a• •._:., u= r.n; (,wnt, r t dnj / po IR AMY R. MORRIS J%,•1 Notary Public - State of Florida psi Commissions GG 185209 My Comm. Expires M 10.2022 Bonded through Na ' Notary Assn. Q\w[izt' Aa ,;,n[ 1s herzon alk Knch n to Nle or Co*.... nown 10N; Produced I'D Typ; of ID Irro%J-. ced 1D Type o" ID BELONG' IS FOR OFFICE USE ONLY perlillis lethal d: Building El'c:tic I \llech:taical Pluvabi'ts Ga: Roof[] Construction Type: Occupancy Use: Flood Zone: focal Sy 171 of Bldg: Mil. Occupancy Load: Of Stories: New Cnnsiruction: L' k-oric -- ofAmps Irlambing - - of Fixtures Fire Sprinkler Punlit: Yesz \o = of I-I.n a_ Fire :Marra Permit: Yea xoEl 01"ROVALS: ZONING: ENGINEERING: C0) INIE.";- I S: UTILITIES: FC': E: WASTE WATER: BUILDf\G: CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION D Application No: Documented Construction Value: S Job Address: J`A/d %r( /2v SQ a_riZ l o X ..,UA Historic District: Yes No Parcel ID: / 7' /, r ,c .p Residential Ef Commercial Type of Work: New E6 Addition Alteration ElRepair Demo ElChange of Use Move Description of Work: NEW RESIDENTIAL PLUMBING Plan Review Contact Person: Phone: Fax: Email: Property Owner Information Name Ta`./dta S'J)az iJi S Phone: Street: Resident of property? City, State Zip: Contractor Information Name NORTHWEST PLUMBING OF ORLANDO Phone: (770) 941-5421 x 20 02 Street: 6310 MABLETON PARKWAY, SUITE 1000 Fax: (770) 941-9522 City, State Zip: MABLETON, GA 30126 State License No.: CFC1426562 ArchltecUEnglneer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESIJLT 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, (:ONSULT 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, beaters, tanks, and air conditioners, etc. FBC 10S.3 ShnII be inscribed with the date of applicatlon and the code In effect as or that date: Sib Edition (2014) Florida Building Code Revised: June 30.2015 Permit Application NOTICE: In addition to the requirements of this permit, there may he 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 mnnagement 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 )CC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. r -;- i6;", Signature of Owner/Agent Date Signature oft gent TONY MAHAFFEY Print Owner/Agent's Name Print Contractor/AWt's flame signature ofNotery-State of Florida Dote Owner/Agent is Personally Known to Me or Produced ID Type of ID Signature of frotary -State of Florida v eXPIR6 GEORGIA Contractor/Agent is Personally r4f Id'012o Produced ID Type of ID c ; BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Occupancy Use-, Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Revised: June 30, 2015 Permit Application UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing • Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review 3532 Maggie Blvd, Orlando, FL 32811 - P: 407.423.0504 - F: 407.423.3106 Client: Taylor Morrison of Florida, Incorporated 2600 Lake Lucien Drive Suite 350 Maitland, FL 32751 Project: Thornbrooke 40s & 50s, SF House Lots Various Lots, Sanford, Seminole County, FL 32771 Area Tested: Residential House Pad, Lot 222 Material: Fill Reference Datum: 0 = Top of Fill Hand Auger Borings: Location of Auger Borings: Center of Pad Was Building Pad Staked: Y Depth of Waterable Below Grade: N/A Borings Terminated 2 Feet into Native Ground? N Number of Locations: 1. Depth of Each Boring: 7.00 5y0 t'&4 eos-e LrJ UES Project No: 0110.1401008.0000 Workorder No: 9391264-1 Report Date: 07/17/2018 UES Technician Sammie Edwards Date Tested 07/16/2018 Type of Test: Field: ASTM D-2937 Drive Cvlinder Method Laboratory: ASTM D1557 Modified Proctor Brown/Gray Sand; 6-7' Light Gray Sand Were unsuitable soils encountered: N Organic Content; N/A Moisture Content: N/A Samples Obtained: N Should Material be Removed: N/A In -Place Density Test Report The tests below meet the 95% minimum compaction requirement. Test No. Location of Test Range Maximum Density pcf) . Optimum Moisture a/o) Field Dry Density pcf) Field Moisture N Soil Compaction a/o) Pass or Fail 1 Northwest Corner of Pad 0-1 ft 105.4 11.8 102.9 10.6 98 Pass 2 Southwest Corner of Pad 1-2 ft 105.4 11.8 103.4 11.0 98 Pass 3 Southeast Corner of Pad 1-2 ft 105.4 11.8 101.6 10.0 96 Pass 4 Northeast Corner of Pad 1-2 ft 105.4 11.8 102.3 10.4 97 Pass 5 1 Center of Pad 2-3 ft 1 105.4 11.8 1 104.1 10.2 99 Pass Remarks: At time of testing, footings were not excavated; all tests performed on pad. 540 Red Rose Lane This testing covers the house pad only. Pool and deck areas were not included in this study, these items can only be tested as they are constructed Please notiy, us in the event you v.+sh us to lost pool subgrads and badtrrll This item has been electronically signed and sealed by Manuel Irizarry, using a Digital Signature. Printed copies o/ this document are not considered signed and sealed and the signature must be verified on any electronic copies. If you have any questions, please do not hesitate to contact the signor or Liz Naranjo (extension 23134). Sincerely, Universal Engineering Sciences, Inc. COA No. 00000549 Manuel Irizarry aoj it 2018.07.17 y :"" or,, 16:21:09 04'00' Manuel Irizarry, P.E., M.E.C.E. Sr. Project Engineer -Construction Svcs STATE OF FLORIDA Professional Engineer No. 81510 To establish a mutual protection to Universal's clients, the Public and ourselves, all reports are submitted as confidential property of our clients and authorization for publication of statements, conclusions or extracts from or regarding Universal's reports is reserved pending our written approval. Page 1 G DESCRIPTION AS FURNISHED: Lot 222, •THORNBROOKE PHASE 4, as recorded in Plat Book 87, Pages 70 thru 71, Public Records of Seminole County, Florida. 1" BOUNDARY FOR/CERTIFIED TO: Taylor Morrison of Florida, Inc. JO' UNNAMED PLATTED RAID rt=m LAND B COLONIZATION COMPANY UMM?D W SE4RDALLS MAP OF ST JOSCPH PUT BOOK 1, PAGE 114 S 00.12 21 " E 40.00' LANDSLIP!» FE k WALL ESM7 26.I7' 26.17' LOT 222 5.00' -•{ 1 30.0' r 8.00' o a a pj A FORUBDARD FOUNDAMN V LOT 221 TOP OF FORMS - 22.02' 6 LOT 223 co StoTn to M1 5.0' 6.00' 1 25.20' 26.18' 10' URL ESMT 0PC B.B.)N 00.14'55" W 40.00 TAR CALCULATIONS' 777 SOFT LMNC . t, 137 SO FT. ry0',p` M10 GARAGE - 45t SO.F7. ENTRr 74 SOFT RED ROSE LANE B1A EWAY : NIA SO 50' R/W) TRACT 1 (UTTL B ACCESS R/W) ORIVEWAY - 403 SO.rr A/C PAD - 12 SO FT. WALKWAY - 75 SO. FT. MPERVKIUS- 4 6.1 7F 2100 SD.r7. el R/W - 440 SO. F'/. APRON - 1 1. SO rT. BUILDING SETBACKS: SIDEWALK s 200 SOFT. PROPOSED - FINISHED SPOT GR40E ELEVATION FRONT - 25' SOD 136 SORT. PER ORNNACE PLANS REAR s 15' V` - PROPOSED ORUNAGE FLOW SIDE - 5.0' PROPOSED INFORUATION SHOWN 5.V7 SOFT. LOT GRADING TYPE A SIDE CORNER - IO' BASED ON SUPPLIED PLAN AND/OR INSTRUCnONS PER DRIVEWAY - 517 SO F7 SIDEWALK - 275 SO.r7. PROPOSED F.F. PER PLANS - 22.6' CLIENT NOT RELp VERlnED SOD I So rT CRUSE/NMEIYER-SCOTT ASSOC., INC. - LAND SURVErORS 3400 E. COLONIAL OR, ORLANDO. FL. 32507 (407)-277-3232 FAX (407)-656-1436r . w.1 .at. . IUM1 a LUC r • rats Tn. • n.1u[ W7m w . w rMC PAC . Pon W QrrDli[ YIv.1MR IA . wM Wo rrs - w W OIfW.111C 1. "IF 1"M m OOO HOW" CCU" Tor 00 SOW M" P9 S14 WJW W Poe= UT Mm Ir P9 nam. m1AD WAO1f01MLLMgpHDr11rP017MOtrrr0l31-17 noADr A01rnTRunt 0m[ PlwivwT m STCrON .72AT7. TtAlmr SUn= G V8' LA 1102 .Y . .wl KL LL . !M .71[ MVA : W1rISQ L I FO L1 DM NYMYW7 20011M NO O CM WAW 74L DO SAMW WI W VV0 AN NM M 3 00 Cwwr M7 PWMm "w vu 400=01M FlOWDIM TO PC wMrw rNw MY w Wlgr asrRcmw POr. : rOYr1 W RO.DO C.X- . C.[gAAM rac . 1 W l9 Oa1 w NA . PrLwool ,,. 10aP M W MQt011i TWI AFFWY PO P WOW. NO IMOKr1 M M1 M M17 WW CDI LOWD W = OMONX FIOM C . 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FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: Street: fy 1 epd City, State, Zip: y*/%eOj Q Design Location: % gede Square Feet: Envelope Leakage Test Results Single Point Test Data: HOUSE PRESSURE: _fV FLOW: Builder Name: rG /w j Permit Office: Permit Number: Jurisdiction: Conditioned Volume: Leakage Characteristics Pass F] Fail CFM (50): ACH(50): '74'— 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 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. 1000-1 SIGNATURE: PRINTED NAME: Eric Goodwell DATE:zz-ze—zx 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: Testing was conducted in accordance with ANSI/RESNET/ICC 380 to meet the 2017 residential energy code. Florida Building Code Duct Leakage Results Builder: Neighborhood: Address: rj'W112 4 Lot #: ' City: 6k1%f d State: L Permit M Square Footage: l/ (J / Stage of Construction for Test Rough in with Air Handler Rough in no Air Handler QPost Construction Duct Leakage Test Results: (% p QV/ Duct Leakage percent requirement: Y° ' % System CFM25 Square Footage Duct Leakage CFM/100s ft. Location Pass or Fail 1 2 3 4 5 Rating Company: SkyeTec® Rater Name: Eric Goodwell Rater Signature: v Fail Inspection Date: FVV / ff--em The Energy Code Experts 9570 Regency Square Blvd. Suite 410 Jacksonville, FL 32225 Phone: 904.482.4000 11.866. SKYETEC www. SkyeTec.com