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556 Red Rose Ln 18-1917; NEW SFHI1 COUNTY OF SEMINOLE IMPACT FEE STATEMENT P STATEMENT NUMBER: 18100004 DATE: May 07, 2018 r BUILDING APPLICATION #: 18-10000452 BUILDING PERMIT NUMBER: 18-10000452 UNIT ADDRESS: RED ROSE. LANE 556 21.19.30-510-0000-2260 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: TAYLOR MORRISON OF FL INC ADDRESS: 2600 LAKE LUCIEN DRIVE SUITE 350 MAITLAND FL 32751 LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 556 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 CQ-WIDE ORD 00 Single Family Housingg 54.00 1.000 dwl unit SCHOOLS 54.00 CO -WIDE ORD Single Family Housing 5,000.00 1.000 dwl unit 5,000.00 PARKS N/A LAW ENFORCE N/A 00 00 DRAINAGE N/A 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 THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY BUILDING DEPARTMENT OF SANFORD l 1101 EAST FIRST STREET XU/ SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE 1111111111111111111111111111111111111111 Parcel ID Number: 'L1 —' -3 O ' S, o — o oo 0 -- 22 6 Prepared By Daphne Clark and Taylor Morrison Homes Return To: 2600 Lake Lucien Drive, Suite 350 Maitland, FL 32751 NOTICE OF COMMENCEMENT. State of Florida. County of Seminole. JI-`. i111 11i'((i.L1. i;li._,.e,. CLERK'S Y.,,2i11Si_Itr rii5ii Glr1G FEE` 1. f U0 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. Description of property : LOT 2.2-4 Legal Description: Thornbrooke Phase _q_, according to the plat thereof, as recorded in Plat Book 71 Page7o 7bf the public records of Seminole County, Florida. Addresses : S S 6 RZ R 05, - - 1_0 »'t` Sanford FL 2. General description of improvements : Single Family Home 3. Owner information : Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751 4. Fee Simple Title Holder: N.A. 5. Contractor name and address: Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751 6. Surety: N.A. 7. Lender: N.A. 8. Persons within the State of Florida designated by the Owner upon whom notices or other documents may be served as provides by 713.13(l)(a)7., Florida Statutes: N.A. 9. In addition to himself, Owner designates the following to receive a copy of the Lienor's Notice as provided in 713.13(1)(b), Florida Statutes. N.A. 10. Expiration date of notice of commencement: One year from the date of recording. WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 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 YA2cjjVSignature of Owner's Agent: 1-- X, — Jqffn Asa Wright aylor Morrison of Florida I Sworn to and subscribed before me this by John Asa Wright who is pe o ly known to me. Notary Public DA Clark 4. My commission expires: 6/27/19 .•P Serial No. FF 209108 No tgnature:* CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: I9fIF7 Documented Construction Value: $'; Job Address: S,S6 K a J Ko_y_ Lpyw Historic District: Yes No Parcel ID: 21-19-30-S 10 -0000- 7.24 0 Residential Q Commercial Type of Work: New El Addition Alteration Repair Demo Change of Use Move Description of Work: NEW SINGLE FAMILY HOME - THORNEBROOK PHASE y LOT NUMBER: 2.2 Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: 11-(SU 11 '- 11 '- 11 • Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Phone: 407-629-0077 Street: 151 SOUTHHALL LANE # 200 City, State Zip: MAITLAND FL 32751 Resident of property? : NO Contractor Information Name JOHN ASA WRIGHT I TAYLOR MORRISON OF FLORIDA Phone: 407-257-6940 Street: 151 SOUTHHALL LANE # 200 City, State Zip: Name: Street: City, St, Zip: _ MAITLAND FL 32751 Bonding Company: NIA Address: Fax: State License No.: CBC1257462 ArchitectlEngineer Information Phone: Fax: E- mail: Mortgage Lender: NIA Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" 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. 4t S ature of Owner/Agent a TAYLOR MORRISON OF ZORIDA INC Print Owner/Agent's Name Signature of N e l Signature of ContractorlAgent D JOHN ASA WRIG T Print Co://nName Sign otary-Brat ZQ9 ate/ cs\ON 2p19 ded°t° 0 "aft i6 041 P Owner/Agent is yam& Personally Known to Me or Contractor/Agent is YES Personally Known to Me or Produced ID N/A Type of ID Produced ID Nan _ Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building W Electrical D r Mechanical CT" Plumbing l Gas Roof Construction Type: qf 2 Occupancy Use: '(z, > Flood Zone: Y--S EC' Total Sq Ft of Bldg: LA Min. Occupancy Load: # of Stories: 2— New Construction: Electric - # of Amps Z tx-) Plumbing - # of Fixtures 1% Fire Sprinkler Permit: Yes No R # of Heads APPROVALS: ZONING: UTILITIES: ENGINEERING:,M <G 4-3o -14 FIRE: COMMENTS: _ Ok to construct single family home with setbacks and impervious area shown on plan. 4mSris:,q G-.2 26.E /S t Fire Alarm Permit: Yes No [AI' WASTE WATER: BUILDING: 5.31, Revised: June 30, 2015 Permit Application I t:l I Y UI bANI-UKU BUILDING & FIRE PREVENTION rqf ii . c u iJ V PERMIT APPLICATION Application No: I J Documented Construction Value: $ 2 1/ , 97 0 .0 0 Job Address: S S,6 RJ 65.1, LAhe, Historic District: Yes No X Parcel ID: 21-19-30-9 10 -0000-12,9 0 Residential R Commercial Type of Work: New n Addition Alteration Repair Demo Change of Use Move Description of Work: NEW SINGLE FAMILY HOME - THORNEBROOK PHASE y LOT NUMBER: 12 Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: ro oII 1 - (M - 11 ' MII M, Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Phone: 407-629-0077 Street: 151 SOLITHHALL LANE # 200 Resident of property? : City, State Zip: MAITLAND FL 32751 Contractor Information Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Phone: Street: 151 SOLITHHALL LANE # 200 City, State Zip: Name: Street: City, St, Zip: _ MAITLAND FL 32751 Bonding Company: N/A Address: Fax: 407-257-6940 NO State License No.: CBC1257462 Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: N/A Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51" 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. 14 // 4 -5rlalk Yature of Owner/Agent Lfa TAYLOR MORRISON OF /LORIDA INC Print Owner/Agent's Name Signature of N e .#a a A E04 d` Owner/Agent is YES Personally Known to Me or Produced ID N/A Type of ID Z// h c < Signature of Contractor/Agent DIA JOHN ASA WRIG T Print Contractor/ nt's Name Signa owy-Stet N FZp9 9 ate gg\0 t:S yaN Sec+te+ oA ... A G ArE04i oQ' Contractor/Agent is YES Personally Known to Me or Produced ID hl 1A— Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES:e y" 2,5;' WASTE WATER: FIRE: BUILDING: Revised: June 30, 2015 Permit Application City of Sanford Planning and Development Services 0--1877=Z 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: 556 Red Rose Lane Property Owner: Taylor Morrison of Florida, Inc. Parcel identification Number: 21-19-30-510-0000-2260 Phone Number: 407-629-0077 Email: The reason for the flood plain determination is: 0 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) 1la 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: 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#18-1917 Reviewed by: Michael Cash, CFM Date: April 30, 2018 0 Q Application for Right -of -Way Use for Driveway,Walkway & LandscapeP,i_0 Y p -- 1877 _ 1 Department of Planning & Development Services wwnv.senfordn.gov 300 North Park Avenue, Sanford, Florida 32771 Phone:407.688.5140 Fax:407.688.5141 This permit authorizes work to be done in the City of Sanford's right-of-way in accordance with the City's regulations and the attached construction plans approved as part of this permit. It does not approve any work within any other jurisdiction's aright -of -way. All requested information below as well as a current survey, site plan or plat clearly identifying the size and location of the existing right—of-way and use shall be provided or application could be delayed. t.+`/Kno. VM i Q/)Q{,. r ' / 2 Call before rou dig. 1. / V• Pr ojeecttLoc`+attlon//AAd+dressssv ( 4r t6 2. Proposed Activity: Driveway Walkway Other: 3. Schedule of Work: Start QDate A V /+ / tCompletion Date Emergency Repairs 4. Brief Description of Work: 4 ZVe;VA7 5W N& eiFA This application is subTitted by: Property ONmar % Vl fv / pp r 1 ,t [. Signature: Print Name: _!/Y444 -. f (fVri./ A /J yj6i/ s Address: _(b%J(d(]}`f(,( Lr Phone: 407-47-04 0 Fax- Maintenance Responsibilities/Indemnification wi Date: !V-.11'_ 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 installation/Improvement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stonnwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the improve- ment and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestor's expense and, if necessary, file a lien on the Requestor's property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its oouncilpersons, agents, servants, or employees appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's 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 City's right-of-way. I have read and understand the above statement and by signing this application 1 agree to its terms. I hereby understand and ag 7 to pay all city fees related to this application as required by the city's adopted Fee Resolution. Signature: /2 Date: Y /2 ,0ll This permit shall be posted on the site during construction. Please call 407.688.5080, Ext. 640124 hours in advance to schedule a pre -pour Inspection. Pre -pour Inspection by: Date: September 2010 ROW Use Onveway.pdf SCPA Parcel View: 21-19-30-510-0000-2260 http://parceidetaii.scpafl.org/Parcei Detai I info.aspx?PI D=2119305100... ProoerW Record Card Parcel: 21-19-30-510-0000-2260 a n Property Address: 556 RED ROSE LN SANFORD, FL 32771 Parcel Information Value Summary Parcel 21-19-30-510-0000-2260 2018 Working 2017 Certified Values Values Owner(s) TAYLOR MORRISON OF FL INC Valuation Method CosttMarket Cost/Market Property Address 556 RED ROSE LN SANFORD, FL 32771 Number of Buildings 0 0 Mailing 151 SOUTHALL LN STE 200 MAITLAND, FL 32751 Depreciated Bldg Value Subdivision Name THORNBROOKE PHASE 4 Depreciated EXFT Value Tax District St-SANFORD Land Value (Market) $40.000 26.050 DOR Use Code 00-VACANT RESIDENTIAL Land Value Ag Exemptions Just/Market Value " $40.000 26.050 9E[.316 8U 755 /.J7 4t Portability Adj 228 `• 229 1 2 Save ur Homes Adj $0 0 a Amendment 1 Adj $0 12.784 1 0 PSG Adj $0 0 fg2 ( QT Assessed Value $40,000 13,266 T 226 Tax Amount without SOH: $336.00 2017 Tax Bill Amount 336.00 a_..... 740 , R `,... Tax Estimator Save Our Homes Savings: $0.00 r .' Does NOT INCLUDE Non Ad Valorem Assessments r- 225 ; Q Seminole Count GlS qLegal Description LOT 226 THORNBROOKE PHASE 4 PS 81 PGS 70-71 Taxes Taxing Authority County General Fund Schools City Sanford SJWM( Saint Johns Water Management) County Bonds Sales Description Date Assessment Value Exempt Values 40, 000 40, 000 40, 000 40, 000 40, 000 Book Page Amount No Sales Rind Comparable Sales Land Method Frontage Depth Units Units Price LOT 1 Building Information Permits Permit # Description Agency Amount CO Date Qualified Taxable Value 0 40,000 0 40.000 0 40,000 0 40.000 0 40,000 Vac/ Imp Land Value 40, 000.00 Permit Date 40, 000 1 of 2 4/20/2018, 4:14 PM SCPA Parcel View: 21-19-30-510-0000-2260 http://parceidetail.scpafl.org[ParceiDetailInfo.aspx?PID=2119305100... No Permits Permit Clete Close rat o,whete ham in* Semirob County property Appraiser's oMbe. For ClHaits or q—tbns corrcarnitp a permit, pbese comact ttw buiititry Cleparhnent of the tax district in which the property is bcataQ Extra Features Description Year Built Units Value New Cost No Extra Features 2 of 2 4/20/2018, 4:14 PM r CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: Job Address: ,.'' Aw I --w / p '4- Historic District: Yes No Parcel ID: / z;L`,et J r Residential Sf Commercial Type of Work: New V Addition Alteration ElRepair Demo Change of love Description of Work: NEW RESIDENTIAL PLUMBING Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Name 7_&:J'9 ZJ_4ve;%he %:,/" _S P-, Phone: If Street: Resident of property? City, State Zip: Contractor Information Name NORTHWEST PLUMBING OF ORLANDO Phone: (770) 941-5421 )W,4 G Street: 6310 MABLETON PARKWAY, SUITE 1000 Fax: (770) 941-9522 City, State Zip: MABLETON, GA 30126 State License No.: CFC1426562 ArchitectlEngineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction, I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code In effect as of that date: 511 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Appleation 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 Owner/Agent Dale Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Typc of ID e/JI4 by/ Signature . gent TONY MAHA FEY P ' t Contractor/ Aglswm- tL tL['_a.,_ Signature b Rotary -State of Florida Contractor/Agent is N1 Persona Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY EXPIRES GEORGIA AUG 21, 2020 Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING. UTILITIES: ENGINEERING: FIRE: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot226ThornbrookeAnastasiaGRSE Street: 556 Red Rose Lane Builder Name: Tailor Morrison1 Permit Office: at f 0 City, State, Zip: Sanford , FL , 32771 I tPermitNumber: rSA A1r'(-) R0Owner: Jurisdiction: 691500 Design Location: FL, Orlando County:: Seminole (Florida Climate Zon `' 1. New construction or existing New (From Plans) 9. Wall Types(3145.8 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1521.00 ft' b. Concrete Block - Int Insul, Exterior R=11.0 1380.60 ft' 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 244.22 ft' 4. Number of Bedrooms 4 d. N/A R= ft' 10. Ceiling Types (1482.0 sgft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=38.0 1482.00 ft 6. Conditioned floor area above grade (ft') 2582 b. N/A R= ft' Conditioned floor area below grade (ft') 0 c. N/A R= ft' 11. Ducts R ft' 7. Windows(344.9 sgft.) Description Area a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 293.4 a. U-Factor: Dbl, U=0.34 272.92 ft' b. Sup: Attic, Ret: 2nd Floor, AH: 2nd Floor 6 223 SHGC: SHGC=0.31 b. U-Factor: Dbl, U=0.58 72.00 fl' 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.32 a. Central Unit 25.2 SEER:16.00 b. Central Unit 25.2 SEER:16.00 c. U-Factor: N/A ft' SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft' a. Electric Heat Pump 21.8 HSPF:8.50 SHGC: b. Electric Heat Pump 21.8 HSPF:8.50 Area Weighted Average Overhang Depth: 3.018 ft. Area Weighted Average SHGC: 0.312 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (2582.0 sgft.) Insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation R=0.0 1467.00 ft' b. Conservation features b. Floor Over Other Space R=0.0 1102.00 ft' None c. other (see details) R= 13.00 ft' 15. Credits Pstat Glass/Floor Area: 0.134 Total Proposed Modified Loads: 63.52 PASSTotalBaselineLoads: 76.10 I hereby certify that the plans and specifications covered by Review of the plans and lit FINE S7- 9T this calculation are in compliance with the Florida Energy specifications covered by this Code. calculation indicates compliance CiwiththeFloridaEnergyCode. f• trrrr PREPARED BY: " - - Before construction is completed r DATE: 4/12/18 _ this building will be inspected for compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. Code.CODwiththeFloridaEne:/41 SIE OWNER/AGENT: DATE: 911E r BUILDING OFFICIAL: DATE: 33119 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 2A3 PM EnergyGauge(R USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2017 PROJECT Title. Lo1226ThornbrookeAnaslasia Bedrooms: 4 Address Type: Lot Information Building Type: User Conditioned Area: 2582 Lot # 226 Owner Name: Total Stories: 2 Block/Subdivision: Thornbrooke of Units: 1 Worst Case: No PlatBook: Builder Name: Taylor Morrison Rotate Angle: 0 Street: 556 Red Rose Lane Permit Office: Cross Ventilation: No County: Seminole Jurisdiction: 691500 Whole House Fan: No City, State, Zip: Sanford , Family Type: Single-family FL , 32771 New/Existing: New (From Plans) Comment: CLIMATE Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Orlando FL_ORLANDO_INTL_AR 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1467 13643.1 2 Block2 1115 10035 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1st Floor 1467 13643.1 Yes 5 1 1 Yes Yes Yes 2 2nd Floor 1115 10035 No 0 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Floor over Garage 2nd Floor ____ ---- 13 ft2 19 0 0 1 2 Slab -On -Grade Edge Insulatio 1st Floor 147.9 ft 0 1467 ft2 0.38 0 0.62 3 Floor Over Other Space 2nd Floor __-- ____ 1102 ft2 0 0 0 1 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch v # Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Gable or Shed Composition shingles 1655 ft2 370 ft2 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 1480 ft2 Y N 4/12/2018 2:43 PM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 5 raOT zLr_U,1U&111VA CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) 1st Floor 38 Blown 13 ft' 0.11 Wood 2 Under Attic (Vented) 2nd Floor 38 Blown 1469 ft' 0.11 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below V # Ornt To Wall Type Space R-Value Ft In Ft In Area R-Value Fraction Absor. Grade% 1 NW Exterior Frame - Wood 2nd Floor 13 30 0 9 0 270.0 ft' 0 0.23 0.6 0 2 NW Exterior Concrete Block - Int Insul 1st Floor 11 30 0 9 4 280.0 ft2 0 0 0.6 0 3 NE Exterior Frame - Wood 2nd Floor 13 54 6 9 0 490.5 ft2 0 0.23 0.6 0 4 NE Exterior Concrete Block - Int Insul 1st Floor 11 54 6 9 4 508.7 ft2 0 0 0.6 0 5 SE Exterior Frame - Wood 2nd Floor 13 30 0 9 0 270.0 ft2 0 0.23 0.6 0 6 SE Exterior Concrete Block - Int Insul 1st Floor 11 5 6 9 4 51.3 ft2 0 0 0.6 0 7 S Exterior Concrete Block - Int Insul 1st Floor 11 4 11 9 4 45.9 ft2 0 0 0.6 0 8 SW Exterior Frame - Wood 2nd Floor 13 54 6 9 0 490.5 ft2 0 0.23 0.6 0 9 SW Exterior Concrete Block - Int Insul 1st Floor 11 53 0 9 4 494.7 ft2 0 0 0.6 0 10 Garage Frame - Wood 1st Floor 13 26 2 9 4 244.2 ft2 0 0.23 0.01 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 Wood 1 st Floor None 25 2 7 8 20.7 ft2 2 S Wood 1 st Floor None 25 3 8 24 ft' WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation IntShade Screening 1 NW 1 Vinyl Low-E Double Yes 0.34 0.31 N 30.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds Exterior 5 2 NW 1 Vinyl Low-E Double Yes 0.34 0.31 N 40.0 ft2 1 ft0 in 1 ft 0 in Drapes/blinds None 3 NW 2 Vinyl Low-E Double Yes 0.34 0.31 N 58.6 ft2 1 ft 0 in 11 ft 8 in Drapes/blinds Exterior 5 4 NW 2 Metal Low-E Double Yes 0.58 0.32 N 72.0 ft' 10 ft 8 in 0 ft 0 in None None 5 NE 3 Vinyl Low-E Double Yes 0.34 0.31 N 30.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds Exterior 5 6 NE 4 Vinyl Low-E Double Yes 0.34 0.31 N 39.1 ft' 1 ft 0 in 11 ft 8 in Drapes/blinds Exterior 5 7 SE 5 Vinyl low-E Double Yes 0.34 0.31 N 30.0 ft' 1 ft 0 in 1 ft 0 in Drapes/blinds Exterior 5 8 SW 8 Vinyl Low-E Double Yes 0.34 0.31 N 6.0 ft' 1 ft 0 in 1 ft 0 in Drapes/blinds Exterior 5 9 SW 8 Vinyl Low-E Double Yes 0.34 0.31 N 15.0 ft' 1 ft 0 in 1 ft 0 in Drapes/blinds Exterior 5 10 SW 9 Vinyl low-E Double Yes 0.34 0.31 N 5.0 ft' 1 ft 0 in 11 ft 8 in Drapes/blinds Exterior 5 11 SW 9 Vinyl Low-E Double Yes 0.34 0.31 N 19.3 ft' 1 ft 0 in 11 ft 8 in Drapes/blinds Exterior 5 4/12/ 2018 2:43 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2017 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 455 fl' 455 ft' 64 ft 8 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000408 2762.4 151.65 285.21 .3666 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:8.4999 21.8 kBtu/hr 1 Sys#1 2 Electric Heat Pump/ Split HSPF:8.4999 21.8 kBlu/hr 2 sys#2 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 16 25.2 kBtu/hr cfm 0.75 1 sys#1 2 Central Unit/ Split SEER: 16 25.2 kBtu/hr cfm 0.75 2 sys#2 HOT WATER SYSTEM System Type SubType Location EF Cap Use 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 ft' DUCTS Supply ---- Return ---- Air CFM 25 CFM25 HVAC # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 293.4 ft Attic 73.35 ft Default Leakage 2nd Floor (Default) (Default) 1 1 2 Attic 6 223 ft' 2nd Floor 55.75 ft Default Leakage 2nd Floor (Default) (Default) 2 2 4/12/2018 2A3 PM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2017 TEMPERATURES Programable Thermostat: Y Ceiling Fans: CoolingJan jFeb Mar A r f Ma X Jun X Jul X Au X Se Oct Nov ec Heatin Jan Feb XMar Apr I May Jun Jul Aug Sep Oct XjXNov D Dec Ventin lX Jan tX] j ] FebX Mar lj A r ( Ma Jun Jul Au t Se Oct X1] 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 2:43 PM EnergyGaugen USA - FlaRes2017 Section R405.4.1 Compliant Software Page 5 of 5 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 83 The lower the EnergyPerformance Index, the more efficient the home. 111111011111111 556 Red Rose Lane, Sanford, FL, 32771 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned Floor area (ft2 7. Windows" Description a. U-Factor: Dbl, U=0.34 SHGC: SHGC=0.31 b. U-Factor: Dbl, U=0.58 SHGC: SHGC=0.32 c. U-Factor: N/A SHGC: d. U-Factor. N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: New (From Plans) 9. Wall Types Insulation Single-family a. Frame - Wood, Exterior R=13.0 b. Concrete Block - Int Insul, Exterior R=11.0 1 c. Frame - Wood, Adjacent R=13.0 4 d. N/A R= 10. Ceiling Types Insulation No a. Under Attic (Vented) R=38.0 2582 b. N/A R= c. N/A R= Area 272.92 f12 11. Ducts a. Sup: Attic, Ret: Attic, AH: 2nd Floor b. Sup: Attic, Ret: 2nd Floor, AH: 2nd Floor 72.00 f12 8. Floor Types Insulation a. Slab -On -Grade Edge Insulation R=0.0 b. Floor Over Other Space R=0.0 c. other (see details) R= 12. Cooling systems ft2 a. Central Unit b. Central Unit ft2 13. Heating systems a. Electric Heat Pump 3.018 ft. b. Electric Heat Pump 0.312 Area 14. Hot water systems 1467.00 f12 a. Electric 1102.00 f12 b. Conservation features 13.00 f12 None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Ct features. odecomp' Builder Signature: / ) Date: Address of New Home. SSZ I 0 aIti L v City/FL Zip: SG f o G Fb 3L`77) Area 1521. 00 ft' 1380. 60 ft' 244. 22 ft' ft' Area 1482. 00 f1 2 Ill ft2 R ft2 6 293.4 6 223 kBtu/ hr Efficiency 25. 2 SEER:16.00 25. 2 SEER:16.00 kBtu/ hr Efficiency 21. 8 HSPF:8.50 21. 8 HSPF:8.50 Cap: 50 gallons EF: 0.95 Pstat 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 2A3 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 g DEL -AIR Manual S Compliance Report HUMID. AM CO#DffKMa ahu 1 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web WWW,DEL-AIR.COM For: Taylor Morrison 556 Red Rose Lane, Sanford, FL 32771 Design Conditions Job: Lot226ThornbrookAnast... Date: 6/4/2014 By: FJF Outdoor design DB: 92.50F Sensible gain: 18026 Btuh Entering coil DB: 76.5°F Outdoor design WB: 76.3°F Latent gain: 3450 Btuh Entering coil WB: 63.2°F Indoor design DB: 75.0°F Total gain: 21476 Btuh Indoor RH: 50% Estimated airflow: 840 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASH Manufacturer: Lennox Model: 14HPX-024-230-19+CBA27UHE-024-230'++TDR Actual airflow: 840 cfm Sensible capacity: 19242 Btuh 107% of load Latent capacity: 3466 Btuh 100% of load Total capacity: 22708 Btuh 106% of load SHR: 85% Design Conditions Outdoor design DB: 41.7°F Heat loss: 16305 Btuh Entering coil DB: 69.5°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-024-230-19+CBA27UHE-024-230`++TDR Actual airflow: 840 cfm Output capacity: 22379 Btuh 137% of load Capacity balance: 34 IF Supplemental heat required: 0 Btuh Economic balance: -99 IF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 840 cfm Output capacity: 5.0 kW 104% of load Temp. rise: 18 IF Meets all requirements of ACCA Manual S. t wrightsoft^ 2018-Apr-12 14 46:31 m.. Righl Universal 2018 18.0.10 RSU24011 Page 1 14C(*.AnastasiaGRSE`.Lot226Thornb,00kAnastasiaGRSE,rup Calc = MJ8 House faces SE DEL -AIR Manual S Compliance Report t,6 • AM CORt>a ahu 2 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY.. SANFORD, FL 32771 Phone 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM For: Taylor Morrison 556 Red Rose Lane, Sanford, FL 32771 Design Conditions Job: Lot226ThornbrookAnast... Date: 6/4/2014 By: FJF Outdoor design DB: 92.5°F Sensible gain: 16451 Btuh Entering coil DB: 78.0°F Outdoor design WB: 76.3°F Latent gain: 2941 Btuh Entering coil WB: 63.9°F Indoor design DB: 75.0°F Total gain: 19392 Btuh Indoor RH: 50% Estimated airflow: 840 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-024-230-19+CBA27UHE-024-230"++TDR Actual airflow: 840 cfm Sensible capacity: 17835 Btuh 108% of load Latent capacity: 3130 Btuh 106% of load Total capacity: 20965 Btuh 108% of load SHR: 85% Design Conditions Outdoor design DB: 41.7°F Heat loss: 13371 Btuh Entering coil DB: 69.0°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-024-230-19+CBA27UHE-024-230`++TDR Actual airflow: 840 cfm Output capacity: 22420 Btuh 168% of load Capacity balance: 29 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 840 cfm Output capacity: 3.5 kW 88% of load Temp. rise: 13 OF Meets all requirements of ACCA Manual S. wrightsoft' 2018-Apr-12 14 46 31 Right-SUIIe0 Universal 2018 18.0. 10 RSU24011 y1+, ..,.... ...,.....,... Page 2 1liCli_.AnaslasfaGRSE`Lol226ThornbrookAnaslasiaGRSE.rnip Calc MJ8 Rouse faces. SE Component Constructions Job: Lot226ThornbrookAnast...DEL- AIR Dyate: 6/4/2014 ARs ° = CONanWa Entire House B: FJF DEL - AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM For: Taylor Morrison 556 Red Rose Lane, Sanford, FL 32771 Location: Orlando Intl AR FL, US Elevation: 95 ft Latitude: 280N Outdoor: Heating Dry bulb (IF) 42 Daily range (IF) - Wet bulb (OF) - Wind speed (mph) 15.0 Indoor: Indoor temperature (OF) Design TD (OF) Relative humidity (%) Cooling Moisture difference (gr/lb) 93 Infiltration: 17 ( M) Method 76 Construction quality 7. 5 Fireplaces Heating Cooling 70 75 28 18 30 50 1. 5 46.4 Simplified Average 0 Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain ft° BtuhAT -°F ft, 'FBtuh Bluh ft° Btu BluhV Btu Walls 12C- Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood frm, 16" o.c. stud 13A- 7.5ocs: Blk wall, stucco ext, r-9 ext bd ins, 8" thk, 1/2" gypsum board int fnsh Partitions 12C- Osw: Frm wall, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4 wood frm, 16" o.c. stud Windows 2A- 2ov: 2 glazing, clr low-e ouir, air gas, vnl frm mat, clr innr, 1/4" gap, 1/ 8" thk, NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft overhang ( 5 ft window ht, 1 ft sep.); 6.67 ft head ht 2A- 2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, 1/ 8" thk, NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft overhang ( 6.3 it window ht, 11.67 it sep.), 6.67 ft head ht 2A- 2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, 1/ 8" thk, NFRC rated (SHGC=0.31), 50% drapes, medium; 1 ft overhang ( 3 ft window ht, 1 ft sep.); 6.67 ft head ht 2A- 2ov: 2 glazing, cir low-e outr, air gas, vnl Irm mat, clr innr, 1/4" gap, 1/ 8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft overhang ( 3.17 ft window ht, 11.67 ft sep.), 6.67 ft head ht ne 461 0.091 13.0 2.58 1186 2.34 1079 se 240 0.091 13.0 2.58 618 2.34 562 sw 470 0.091 13.0 2.58 1209 2.34 1100 nw 200 0.091 13.0 2.58 515 2.34 469 all 1370 0.091 13.0 2.58 3528 2.34 3210 ne 470 0.095 7.5 2.69 1263 1.67 783 se 51 0.095 7.5 2.69 138 1.67 86 s 24 0.095 7.5 2.69 63 1.67 39 sw 470 0.095 7.5 2.69 1264 1.67 784 nw 150 0.095 7.5 2.69 402 1.67 249 all 1164 0.095 7.5 2.69 3130 1.67 1941 223 0.091 13.0 2.58 575 1.44 322 ne 30 0.340 0 9.62 289 22.9 687 se 30 0.340 0 9.62 289 21.9 656 sw 15 0.340 0 9.62 144 21.9 328 nw 30 0.340 0 9.62 289 22.9 687 nw, 40 0.340 0 9.62 385 22.9 915 all 145 0.340 0 9.62 1395 22.6 3273 ne 39 0.340 0 9.62 374 22.9 889 nw 58 0.340 0 9.62 561 22.9 1334 all 97 0.340 0 9.62 935 22.9 2223 sw 6 0.340 0 9.62 58 20.8 125 sw 5 0.340 0 9.62 48 23.5 118 wrightsoft- 2018-Apr-12 14 46 31 Right- SuiteO Universal 2018 18.0.10 RSU24011 Page 1 AnastasiaGRSE Lo1226ThornbrookAnaslasiaGRSE,rup Calc = MJ8 House laces: SE 2A-2ov: 2 glazing, cir low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, sw 19 0.340 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft overhang (6.25 ft window ht, 11.67 ft sep.); 6.67 ft head ht 2A-2omd: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, nw 72 0.580 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.32), 10.67 ft overhang (8 It window ht, 0 ft sep.); 6.67 ft head ht Doors 11 DO: Door, wd sc type s 23 0.390 n 21 0.390 all 43 0.390 Ceilings 16CR-38ad: Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 1/2" 1483 0.026 gypsum board int fnsh Floors 20P-19t: Flr floor, frm flr, 12" lhkns, r-19 cav ins, gar ovr 13 0.050 22A-tpl: Bg floor, light dry soil, on grade depth 148 0.989 wrightsoft" C% ..... ...—'. Right-SuileO Universal 2018 18.0.10 RSU24011 AnastasiaGRSE`Lot226ThornbrookAnastasiaGRSE rup Calc = MJ8 House laces SE 0 9.62 185 23.5 453 0 16.4 1182 32.0 2302 0 11.0 250 12.0 272 0 11.0 228 12.0 248 0 11.0 478 12.0 520 38.0 0.74 1091 1.15 1706 19.0 1.41 18 0.71 9 0 28.0 4140 0 0 2018-Apr-12 14.46 31 Page 2 DEL: AIR Component Constructions Job: LOt226ThornbrOOkAnast... P Date: 6/4/2014 tKmte"AMC01,tom"1101 ahu 1 By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY. SANFORD, FL 32771 Phone: 407-333-2665 Fax 407-333-3853 Web: WWW.DEL-AIR.COM For: Taylor Morrison 556 Red Rose Lane, Sanford, FL 32771 Location: Indoor: Heating Cooling Orlando Intl AR FL, US Indoor temperature (OF) 70 75 Elevation: 95 ft Design TD (OF) 28 18 Latitude: 28°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 1.5 46.4 Dry bulb (IF) 42 93 Infiltration: Daily range (OF) - 17 ( M) Method Simplified Wet bulb (OF) 76 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U-value Insul R Htg HTM Loss Cig HTM Gain k= Btohnt=-°F hl-°F/ek,h BtuhV Btu Btuhm= Btuh Walls 13A-7.5ocs: Blk wall, stucco ext, r-9 ext bd ins, 8" thk, 1/2" gypsum ne 470 0.095 7.5 2.69 1263 1.67 783 board int fnsh se 51 0.095 7.5 2.69 138 1.67 86 s 24 0.095 7.5 2-69 63 1.67 39 sw 470 0.095 7.5 2.69 1264 1.67 784 nw 150 0.095 7.5 2.69 402 1.67 249 all 1164 0.095 7.5 2.69 3130 1.67 1941 Partitions 12C-Osw: Frm wall, r-13 cav ins, 1/2" gypsum board inn fnsh, 2" x4" wood frm, 16" o.c. stud Windows 2A-2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, cir innr, 1/4" gap, ne 1/8" thk, NFRC rated (SHGC=0.31), 50% drapes, medium, 1 ft nw overhang (6.3 ft window ht, 11.67 ft sep.); 6.67 ft head ht all 2A-2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, sw 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium, 1 ft overhang (3.17 ft window ht, 11.67 ft sep.). 6.67 ft head ht 2A-2ov: 2 glazing, cir low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, sw 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium, 1 it overhang (6.25 ft window ht, 11.67 ft sep.); 6.67 It head ht 2A-2omd: 2 glazing, clr low-e oulr, air gas, mll no brk Irm mat, cir innr, nw 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.32), 10.67 ft overhang (8 ft window ht, 0 ft sep.), 6.67 ft head ht Doors 11 DO: Door, wd sc type s n all 223 0.091 13.0 2.58 575 1.44 322 39 0.340 0 9.62 374 22.9 889 58 0.340 0 9.62 561 22.9 1334 97 0.340 0 9.62 935 22.9 2223 5 0.340 0 9.62 48 23.5 118 19 0.340 0 9.62 185 23.5 453 72 0.580 0 16.4 1182 32.0 2302 23 0.390 0 11.0 250 12.0 272 21 0.390 0 11.0 228 12.0 248 43 0.390 0 11.0 478 12.0 520 fk wrightsoft-- 2018-Apr-12 14.46 31 ArCa\ Right-SuiteO Universal 2018 18.0 10 RSU24011 Page 3 AnastasiaGRSE'Lo1226ThornbrookAnastasiaGRSE.rup Calc - MJ8 House laces: SE Ceilings 16CR-38ad: Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 1/2" 13 0.026 gypsum board int fnsh Floors 22A-Ipl: Bg floor, light dry soil, on grade depth 148 0.989 wrightsoft" Right-SuiteG Universal 2018 18.0.10 RSU24011 OCCK _AnaslasiaGRSE'Lol226ThornbrookAnastasiaGRSE.rup Calc = MJ8 House faces. SE 38.0 0.74 10 1.15 15 0 28.0 4140 0 0 2018-Apr-12 14 46 31 Page 4 DEL -AIR Component Constructions Job: LOt226ThornbrOOkAnast... p Date: 6/4/2014 K"TMs`AMC"WKa ahu 2 By: FJF DEL - AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD. FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM ject intormation For: Taylor Morrison 556 Red Rose Lane, Sanford, FL 32771 Location: Orlando Intl AR FL, US Elevation: 95 It Latitude: 280N Outdoor: Heating Dry bulb (°F) 42 Daily range (OF) - Wet bulb (°F) - Wind speed (mph) 15.0 Indoor: Indoor temperature (°F) Design TD (°F) Relative humidity (%) Cooling Moisture difference (gr/lb) 93 Infiltration: 17 ( M) Method 76 Construction quality 7. 5 Fireplaces Heating Cooling 70 75 28 18 30 50 1. 5 46.4 Simplified Average 0 Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain ft BNhW-°F 111-°F/Bluh BtuhW Btuh BtuhW Btu Walls 12C- Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int fnsh, 2" x4" wood frm, 16" o.c. stud Partitions none) ne 461 0.091 13.0 2.58 1186 2.34 1079 se 240 0.091 13.0 2.58 618 2.34 562 sw 470 0.091 13.0 2.58 1209 2.34 1100 nw 200 0.091 13.0 2.58 515 2.34 469 all 1370 0.091 13.0 2.58 3528 2.34 3210 Windows 2A- 2ov: 2 glazing, clr low-e outr, air gas, vni frm mat, clr innr, 1/4" gap, ne 1/ 8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft se overhang ( 5 It window ht, 1 ft sep.); 6.67 ft head ht sw nw nw all 2A- 2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, sw 1/ 8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft overhang ( 3 ft window ht, 1 It sep.); 6.67 It head ht Doors none) Ceilings 16CR- 38ad: Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 1/2" gypsum board intfnsh 30 0.340 0 9.62 289 22.9 687 30 0.340 0 9.62 289 21.9 656 15 0.340 0 9.62 144 21.9 328 30 0.340 0 9.62 289 22.9 687 40 0.340 0 9.62 385 22.9 915 145 0.340 0 9.62 1395 22.6 3273 6 0.340 0 9.62 58 20.8 125 1469 0.026 38.0 0.74 1081 1.15 1690 Floors 20P- 19t: Fir floor, frm fir, 12" thkns, r-19 cav ins, gar ovr 13 0.050 19.0 1.41 18 0.71 9 4111- Wright50ft-. 2018-Apr-1214,46:31 Right- SuiteO Universal 2018 18 0 10 RSU24011 Page 5 AnastasiaGRSE' Lol226ThornbrookAnastasiaGRSE rup Calc = MJ8 House laces: SE Pro ect Summar Job: Lot226ThornbrookAnast... DEL -AIR y Date: 6/4/2014ANIMUMO-41111CONOM1018 Entire House By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM For: Taylor Morrison 556 Red Rose Lane, Sanford, FL 32771 Notes: RVSD 2/1/16 JA LS 3/8/ 16 LS 6/21/16 JA LS 10/27/16 JA rA. Design Information LS 3/ /17 A LS 11M. Orlando Intl AR FL, US Winter Design *W4 Summer Design Conditions Outside db LS 4/12/1WA°F Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 28 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 46 gr/lb Heating Summary Structure 22474 Btuh Ducts 7202 Btuh Central vent (0 cfm) 0 Btuh Humidification Piping Equipment load Infiltration Method Construction quality Fireplaces 0 Btuh 0 Btuh 29676 Btuh Simplified Average 0 Heating Cool in Area (ft2) 2582 8g2 Volume (ft3) 26938 26938 Air changes/hour 0.41 0.21 Equiv. AVF (cfm) 184 94 Heating Equipment Summary Make rVa Trade ri/a Model n/a AH R I ref n/a Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat n/a n/a 0 Btuh 0 OF 0 cfm 0 cfm/Btuh 0 in H2O Sensible Cooling Equipment Load Sizing Structure 23470 Btuh Ducts 11008 Btuh Central vent (0 cfm) 0 Btuh Blower 0 Btuh Use manufacturer's data Rate/swing multiplier 1.00 Equipment sensible load 34478 Btuh Latent Cooling Equipment Load Sizing Structure 4165 Btuh Ducts 2225 Btuh Central vent (0 cfm) 0 Btuh Equipment latent load 6390 Btuh Equipment Total Load (Sen+Lat) 40868 Btuh Req. total capacity at 0.70 SHR 4.1 ton Cooling Equipment Summary Make n/a Trade n/a Cond n/a Coil n/a AHRI ref n/a Efficiency Sensible cooling Latent cooling Total cooling Actual air flow Air flow factor Static pressure Load sensible heat ratio n/a 0 Btuh 0 Btuh 0 Btuh 0 cfm 0 cfm/Btuh 0 in H2O 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft-2018-Apr-12 14 46 31 ACCA Right-SuifeO Universal 2018 18 0 10 RSU24011 Page 1 AnaslasiaGRSE'Lo1226ThornbrookAnaslasiaGRSE rup Calc = MJ8 House faces: SE DEL -AIR Project SummaryJob: Lot226ThornbrookAnast... Date: 6I4/2014 HU M6 • p®t co"a itOt 18 ahu 1 By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY. SANFORD. FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW DEL -AIR COM For: Taylor Morrison 556 Red Rose Lane, Sanford, FL 32771 Notes: RVSD 2/1/16 JA LS 3/8/ 16 LS 6/21/16 JA LS 10/27/16 JA Information LS 3/2 /17 A LS 11/ , X Orlando Intl AR FL, US Winter Design 011IW4 Summer Design Conditions Outside db LS 4/12/18t2AOF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 28 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 46 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 13400 Btuh Structure 13780 Btuh Ducts 2905 Btuh Ducts 4246 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 16305 Btuh Use manufacturer's data y Rate/swing multiplier Equipment load 1.00 18026 BtuhInfiltrationsensible Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 2611 Btuh Ducts 839 Btuh Central vent (0 cfm) 0 Btuh Heatingg Coolingg none) Area (ft2) 1467 1467 Equipment latent load 3450 Btuh Volume (ft3) 13715 13715 Air changes/hour 0.38 0.20 Equipment Total Load (Sen+Lat) 21476 Btuh Equiv. AVF (cfm) 88 45 Req. total capacity at 0.75 SHR 2.0 ton Heating Equipment Summary Cooling Equipment Summary Make Lennox Make Lennox Trade MERIT Trade MERIT Model 14HPX-024-230-19 Cond 14HPX-024-230-19 AHRI ref 10258598 Coil CBA27UHE-024-230"++TDR AHRI ref 10258598 Efficiency 8.5 HSPF Efficiency 13.5 EER, 16 SEER Heating input Sensible cooling 18900 Btuh Heating output 21800 Btuh @ 47°F Latent cooling 6300 Btuh Temperature rise 24 OF Total cooling 25200 Btuh Actual air flow 840 cfm Actual air flow 840 cfm Air flow factor 0.052 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0.30 in H2O Static pressure 0.30 in H2O Space thermostat Load sensible heat ratio 0.84 Capacity balance point = 34 OF Backup: Input = 5 kW, Output = 16909 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigF tsoft ' 2018-Apr-12 14 46:31 ACCA Right -Suited Universal 2018 18.0 10 RSU24011 Page 2 AnastasiaGRSE',Lo[226ThornbrookAnastasiaGRSE.rup Calc = M.18 House faces SE DEL -AIR Project Summary/ Job: Lot226ThornbrookAnast... 7 Date: 6/4/2014 ttflMB • aat t offiff We ahu 2 By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax. 407-333-3853 Web: WWW.DEL AIR.COM Proiect Information For: Taylor Morrison 556 Red Rose Lane, Sanford, FL 32771 Notes: RVSD 2/1/16 JA LS 3/8/16 LS 6/21/16 JA LS 10/27/16 JA Design Information LS 3/ / 17 A LS 11/ ', Orlando Intl AP, FL, US Winter Design *W4 Summer Design Conditions Outside db LS 4/12/18t2A°F Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 28 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 46 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 9074 Btuh Structure 9690 Btuh Ducts 4297 Btuh Ducts 6761 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 13371 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 16451 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 1554 Btuh Ducts 1386 Btuh Central vent (0 cfm) 0 Btuh Heating Coolingg none) Area (ft2) 1115 1115 Equipment latent load 2941 Btuh Volume (ft3) 13223 13223 Air changes/hour 0.44 0.22 Equipment Total Load (Sen+Lat) 19392 Btuh Equiv. AVF (cfm) 97 49 Req. total capacity at 0.75 SHR 1.8 ton Heating Equipment Summary Cooling Equipment Summary Make Lennox Make Lennox Trade MERIT Trade MERIT Model 14HPX-024-230-19 Cond 14HPX-024-230-19 AHRI ref 10258598 Coil CBA27UHE-024-230"++TDR AHRI ref 10258598 Efficiency 8.5 HSPF Efficiency 13.5 EER, 16 SEER Heating input Sensible cooling 18900 Btuh Heating output 21800 Btuh @ 470F Latent cooling 6300 Btuh Temperature rise 24 OF Total cooling 25200 Btuh Actual air flow 840 cfm Actual air flow 840 cfm Air flow factor 0.063 cfm/Btuh Air flow factor 0.051 cfm/Btuh Static pressure 0.30 in H2O Static pressure 0.30 in H2O Space thermostat Load sensible heat ratio 0.85 Capacity balance point = 29 OF Backup: Input = 3 kW, Output = 11784 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed wrightsoft- 2018-Apr-12 14:46:31 MCA Right-SuileO Universal 2018 18 0A0 RSU24011 Page 3 AnastasiaGRSE1Lot226ThornbrookAnastasiaGRSErup Calc = MJ8 House laces SE DEL --AIR Right-JO Worksheet warm ,As Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY.. SANFORD, FL 32771 Phone: 407-333-2665Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot226ThornbrookAnastasi... Date: 6/4/2014 By: FJF 1 Room name Entire House ahu 1 2 Exposed wall 316.9 It 147.9 it 3 Room height 9.2 It 23 it 4 Room dimensions 5 Room area 2939.3 It2 1470.0 f12 Ty Construction U-value Or HTM Area (it2) Load Area (f12) Load number Bluh/fl2-°F) Btuh ft2) or perimeter (it) Bluh) or perimeter (It) Bluh) Heat Cool Gross N/P/S Heat Cool Gross NIP/S Heat Cool 6 V+/ 12C-Osw 0.091 ne 2.58 2.34 491 461 1186 1079 0 0 0 0 2A-2ov 0.340 ne_ 9 62 22,89 30 0 289 887 w _0 0 0 0. 13A-7.5ocs 0.095 ne 2.69 1.0 508 470 1263 783 508 470 1263 783 2A-2ov 0.340 ne 9.62 22.89 39 0 374 889 39 0 374 8_89 11 12C-Osw 0.091 se 2.58 2.34 270 240 618 562 0 r 0 0 0 2A-2ov . 0.340 sea 9.62 21.87 30. 8 289 656 0 0 0 0 W Y 13A-7.5ocs 13A-7.5acs 0.095 0.095 se s 2.69 2.69 1.67 1.67 51 46 51 24 138 63 86 39 51 46 51 24 138 63 86 39 11D0 .. s.. 11.04 11.99 23 23 250 272...I. 23 23 250 272. Vf/ 12C-Osw 0.091 sw 2.58 2.34 491 470 1209 1100 0 0 0 0 2A-2ov 0.340 sw 9.62 20.79 6 3 58 125 0 0 0 0 2A-2ov 13A-7.5ocs 0.340 0.095 sw sw 9.62 2.69 21.87 1.67 15 494 4 470 144 1264 328 784 0 494 0 470 0 1264 0 784 2A-2ov 0.340 sw 9.62 23.50 5 0 48 118 5 0 48 118 L_CG 2A•20v 0.340 sw 9.62 A50 19 0 185 453 19 0 185 453 12C-Osw 0.091 nw 2.58 2.34 270 200 515 469 0..... 0 0 0 2A-2ov 0.340 nw 9.62 22.89 30 0 289 687 0 0 0 0 VLG 2B-2fv 0.340 nw 9.62 22.89 40 0 385 915 0 0 0 0 13A-7.5ocs 0.095 nw 2.69 1.67 280 150 402 249 280 166 462 249 FL---GG 2A-2omd 0.580 nwr 16.41 31.98 72 0 1182 2302 72 0 1182 2302 2A-2ov 0.340 nw 9.62 22.89 58 0 561 1334 58 0 561 1334 R L-D 12C-0sw 0.091 2.58 1.44 244 2zi 575 322 244 223 575 322 11 DO 0.390 n 11.04 11.99 21 21 228 248 21 21 228 248 C 16CR-38ad. 0.026 0.74 1,15 1483 1483 1706_..... 13 13 10 15. F 20P-19t 0.050 1.41 0.71 13 13 10___ 18 9 0 0 0 0 0.989 27.99 O,W 1,4..70 148 4140 Q 1470 140 4140 0. 6 c) AED excursion 1665 1231 Envelope loss/gain 16763 17866 10683 9124 12 a) Infiltration 5711 1809 2717 861 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 6 1380 6 1380 Appliances/other 2415 2415 Subtotal (lines 6 to 13) 22474 23470 13400 13780 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 22474 23470 13400 13780 15 Duct loads 321% 471% 7202 11008 221/ 31% 2905 4246 Total room load 29676 34478 16305 18026 Air required (cfm) 1680 1680 840 840 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. if:- wrightsoft^ 2018-Apr-12 14.46.31 Right-Suileft Universal 2018 18.0A0 RSU24011 Page 1 AnaslasiaGRSE`,Lo1226ThornbrookAnastasiaGRSE.rup Calc = MJ8 House faces: SE DEL -AIR Right-JO Worksheet MAIM - AM COMMON" Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD. FL 32771 Phone: 407-333-2665 Fax: 407333-3853 Web: WWW.DEL-AIR.COM Job: Lot226ThornbrookAnastasi... Date: 6/4/2014 By: FJF 1 Room name ahu 2 2 Exposed wall 169.0 It 3 Room height 9.0 It 4 Room dimensions 5 Room area 1469.3 It2 Ty Construction U-value Or HTM Area (1t2) Load Area Load number Btuh/It2°F) Etuh/ft2) or perimeter (fl) Btuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 V11 12C-0sw 0 091 ne 2 59 2,34 491 461 1186 1079 L-G 2A-20v _...:. W_.0 0. t!tt'....._ 9..62 22.89 30 289 07 13A-7.5ocs 0.095 ne 2.69 1.67 0 0 0 0 11 G 2A-2ov, _ 12C-0sw _ .. 0.340 0.091 ne_ 5e 9.62 2,58 22.89 2;34 0 270 0 240 0 618 0 562 2A-2ov 0,340 se. 9.62 21:67 30 8 289 656 W yl 13A-7.5ocs 13A-7.5ocs 0.095 6.095 se s. 2.69 2.69 1.67 1.67 0 0 0 0 0 0 0 6 11D0. A390 s 11.04 1i.99 0 0 0 0 12C-0sw 0.091 sw 2.58 2.34 491 470 1209 1100 2A-20v 0.340 sw 9.62 20.79 6 3 58 125 2A 2ov___ 13A-7.5ocs 0 i400.095 Sw, sw 52 2.69 21.87 1.67 15 0 4 0 144 0 328 0 2A-2ov 0.340 sw 9.62 23.50 0 0 0 0 2A-2ov ,: U.340 sW_ 9,62 23.50 0 0... 0 0 W 12C-0sw 2A-2ov 26-2Iv 0.091 0.340 0.340 nw, nw, nw 2.58 9.62 9.62 2.34 22.89 22.89 270 30 40 200 0 0 515 289 385 469 687 915 13A-7.5ocs 0.065 r1N 2.69 1.67 0 0 0 0 2A-2omd 0.580 nw 16.41 31.98 0 0 0 0 2A-2ov : 0.340 r1w 9,62 22.89 0 0 0 0 1-1) 12C-Osw 0.091 2.58 1.44 0 0 0 0 C 11DO 1610R38ad 0.390 0026.....: n 11.04 0 11.99 115.._ 0 1469.. 0 1489 0 1081 0 16 F 20P-19t 0.050 1Al 0.71 13 13 18 9 F 22A tpl 0.989 27 0.04 0 0 0 0 6 c) AED excursion 435 Envelope loss/gain 6080 8742 12 a) Infiltration 2(A4 948 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 0 0 Appliances/other 0 Subtotal (lines 6 to 13) 9074 9690 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 9074 9690 15 Duct loads 471/. 700/, 4297 6761 Total room load 13371 16451 Air required (clm) 840 840 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2018-Apr-12 14.46: 31 AG A ''-" •' Right-SuileO Universal 2018 18.0.10 RSU24011 Page 2 AnastasiaGRSE\Lo1226ThornbrookAnastasiaGRSErup Calc = MJ8 House faces: SE DEL -AIR Right-JO Worksheet MATIM - AM COMMI)i ahu 1 DEL -AIR HEATING & AIR CQNDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot226ThornbrookAnastasi... Date: 6/4/2014 By: FJF 1 Room name ahu 1 mstr rm 2 Exposed wall 147.9 It 42.0 it 3 Room height 9.3 1t 9.3 It heat/cool 4 Room dimensions 17.0 x 15.5 f1 5 Room area 1470.0 1t2 263.5 ft2 Ty Construction U-value Or HTM Area (ill) Load Area (it2) Load number BtUtVlt2 °F) Bluh/ft2) or perimeter (it) Btuh) or perimeter (it) Bluh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 y/ 120-Osw 0.091 0,34,, ne ne:. 0.00 0 00 0.00 0,00 0 0 LL 0 0 0 0 0 0 0 i.... . LL.-. Q 0 A 0 0- yl 13A-7.5ocs 0.095 ne 2.69 1.67 508 470 1263 783 89 89 238 148 t t 6 2A-2ov 12C Osw 0.340 0.091 ne_ se, 9.62 0.00 22.89 0.00 39 0 0 0 374 0 889 0 0 0 0 p 0 0 0 6 2A•2ov 0.340 se- UO 0.00 0 10 0 0_ 0 0 0 0 W 13A-7.5ocs 0.095 se_ 2.69 1.67 51 51 138 86 0 0 0 0 1 13A-7,Sm 0.095 s 2,69 1.67 46 24 63 39 0 0 0 0 AiDO.. 0.390 s 1.04 11.99 23 23 250 272 O 0 O 0a 12C-Osw 0.091 sw 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov 0.340 sw 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov 13A•T.Secs 0.340 0.095 sw sw 0.00 2.69 0.00 1.67 0 494 0 470 0 1264 0 784 0 159 0 159 0 426 0 264 6WFes»-- 2A-2ov 0.340 sw' 9.62 23.50 5 0 48 118 0 0 0 0GG2A.2av.......: .... ...' 0,340 sw; 9,62 23,50 19 0 185 453.._.... 0... o 0 0 12C-Osw 0.091 nw 0.00 0.00 0 0 0 6 0 0 0 0 2A-2ov 0.340 nw 0.00 0.00 0 0 0 0 0 0 0 0 LLB---CCC 2B-21v 0.340 nw 0.00 0.00 0 0 0 0 0 0 0 0 Vj1 1394,56cs - 0.095 nw 2.69 1.67 280 150 402 249 145 86 232 144 I--G 2A-2omd 2A-2ov 0.580 0.340 nw nw_' 16.41 9.62 31.98 22,89 72 58 0 0 1182 561 2302 1334 0 58 0..:.. 0 0 0 561 0 0 1334L-- C fi 12C-0sw,. - ... _. 0.091 2.58 1.44 244 223 575 322 0 0 11 DO 0.390 n 11.04 11.99 21 21 228 248 0 0 0 0 t6¢R,38ad .-..... 0026 0.74 1.15 13 13 10 1w5._...... 0 0 F 20P-191 0.050 0.00 0.00 0 0 0 0 0 0 0 0 F ..._ M-All)l ...-. 0-M._. 27.99 0.00 1470 146 4140 0 254,'_..- 42 1176 0 6 c) AED excursion 1231 529 Envelope loss/gain 10683 9124 2633 2419 12 a) Infiltration 2717 861 771 244 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 6 1380 t 230 Appliances/other 2415 600 Subtotal (lines 6 to 13) 13400 13780 3404 1 3493 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 13400 13780 3404 3493 15 Ductloads 22-1 31% 2905 4246 22% 31% 738 1076 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. i &_ wrightsof't^ 2018-Apr-1214A6: 31 A Right-SuiteO Universal 2018 18 0 10 RSU24011 Page 3 AnastasiaGRSE'Lo1226ThornbrookAnastasi3GRSE rup Cale = MJ8 House laces. SE DEL -AIR Right-J® Worksheet 11FATMN Mtnrmmarea ahu 1 DEL -AIR HEATING & AIR CQNDITIONING 531 CODISCO WAY. SANFORD, FL 32771 hone: 407-333-2665Fax: 407-333-3853 Web. WWW.DEL-AIR.COM Job: Lot226ThornbrookAnastasi... Date: 6/4/2014 By: FJF 1 Room name mstr bth mstr wic 2 Exposed wall 12.0 h 0 it 3 Room height 9.3 it heat/cool 9.3 It heat/cool 4 Room dimensions 12.0 x 8.0 It 6.5 x 7.5 it 5 Room area 96.0 Ilz 48.8 ft2 Ty Construction U-value Or HTM Area (112) Load Area (II2) Load number Bluh/fl? °F) BI ft2) or perimeter (it) Btuh) or perimeter (II) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C-0sw 0.091 ne 6.00 0.00 0 6 6 0 0 0 0 0 2A 2ov..::.. 0.34Q r1@': Q.00 0.00 0 0 0 0 0 0 0 0 y/ 13A-7.5ocs 0.095 rie 2.69 1.67 0 0 0 0 0 0 0 0 G 2A-2ov 0.340 0.091 ne se. 9.62 0.00 22.89 0.00 0 0 0 0 0 6 0 6 0 0 0 0 0 0 0 0 2A-2ov : 0.340 se O.Oq A,OO 0 0 0 0 0 0 0 0 W U 13A-7.5ocs 13A-7.5ocs 0.095 0.095 se s' 2.69 2.69 1.67 1.67 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 A.1Q0...... : 0.390 s '.. iL04 11.99 0 0 0 0 0 0 0 0 N 12C-Osw 0.091 sw 0.00 0.00 0 0 0 0 0 0 0 0 C 2A-2ov 0.340 sw 0.00 0.00 0 0 0 0 0 0 0 0 C 4?I 2A-2ov, 13A-7.5ocs 0.340 0.095 sw sw, 0.00 2.69 0.00 1.67 0 112 0 112 0 301 0 187 0 0 0 0 0 0 0 0 II^-rG 2A-2ov 0.340 sw 9.62 23.50 0 0 0 0 0 0 0 0 2A•2ov 0.340 sw 9.62 23.50 0 0 0 0 O 0 0 0 12C-Osw 0.091 nw 0.00 0.00 0 0 0_. 0 0 0 0 0 2A-2ov 0.340 nw 0.00 0.00 0 0 0 0 0 0 0 0 213-2fv 0.340 nw 0.00 0.00 0 0 0 0 0 0 0 0 fVN 13A 7.5ocs 0.095 nw 2,69 1.67 0 0 0 0 0 0 0 0 2A-2omd' 0.580 nw 16.41 31.98 0 0 0 0 0 0 0 0 2A-2ov 0.340 n 2.58 1.44 0 0 0 0 0 0 0 0 11 DO 0.390 n 11.04 11.99 0 0 0 0 0 0 0 0 C . _.__.... 20P-19t 16CR-38ad 0.026 0.74u_ 0.00 1,1$ 0 0 0 0 0 0 0 0 0 0 F 0.050 0.00 0.- 6 0 0 0 0 0 49 0 0 i 6 c) AED excursion 13 0 Envelope loss/gain 637 173 0 0 12 a) Infiltration 220 70 0 0 b) Room ventilation 0 0 0 0 13 Internal gains. Occupants @ 230 0 0 0 0 Appliances/other 0 5 Subtotal (lines 6 to 13) 857 243 0 5 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 857 243 0 5 15 Duct loads 2211. 31 % 186 75 221% 31 % 0 1 Total room load 1043 318 0 6 Air required (cfm) 54 15 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrig Ntsof"!^ 2018- Apr- 12 14:46.31 AG A Right-SuileO Universal 2018 18.0 10 RSU24011 Page 4 AnaslasiaGRSE`.Lol226ThornbrookAnastasiaGRSE.rup Caic = MJ8 House laces. SE DEL -AIR Right-JO Worksheet ML41"°`AmCOMMON" ahu 1 DEL -AIR HEATING & AIR CgNDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone: 407.333-2665Fax: 407-333-3853 Web: WWW DEL -AIR COM Job: Lot226ThornbrookAnastasi... Date: 6/4/2014 By: FJF 1 Room name mstr we study 2 Exposed wall 0 it 21.0 It 3 Room height 9.3 it heat/cool 9.3 It heat/cool 4 Room dimensions 5.5 x 3.5 it 1.0 x 146.5 It 5 Room area 19.3 f 12 146.5 f 12 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/fl2•°F) Btuh/ft2) or perimeter (it) Bluh) or perimeter (it) Btuh) Heat Cool Gross N/PiS Heat Cool Gross N/P/S Heat Cool 6 12C-Osw 9.091 ne 0.00 0.00 0 0 0 0 0 0 0 0 2A2oY.._. 434Q ne: 0.00_ 0,00 0 0 4-__ 0 0_ o 0.. 0 VW 13A-7.5ocs 0.095 ne 2.69 1.67 0 0 0 0 0 0 0 0 11 1-02A-2ov 1Z1.-usw u.Vyl Se: U.uu u.uu u u u u U u u u 0.340 se 0 00 0;00 0 0 0 0 0 0 0 0 W 13A-7.5ocs 0.095 se 2.69 1.67 0 0 0 0 51 51 138 86 y/ I-_ 13A-7.5ocs 0.095 5( 2.69 1.67 0 0 0 0 0 0 0 0 11 D0.- . _._ _. .: 0.3m 11.04 1.1..99 0 0 0 0 0 0D j 12C-Osw 0.091 sw 0.00 0.00 0 0 0 0 0 0 0 0 f- G 2A-2ov 0.340 sw 0.00 0.00 0 0 0 0 0 0 0 0 G N1 2- 2ov t3A•7.5ocs Q_ __ - 0.095 sw sw 0.00 2.69 0.09 1.67 0 0 0 0 0 0 0 0 0_ 145 0 125 0 337 0 209 2A-20v 0.340 sw 9.62 2150 0 0 0 0 0 0 0 0, 2A, 2ov ._.,. 0.340 sw. 9.62 23.50 0 0 0 0 19 0 185 12C-Osw 0.091 nw 0.00 0.00 0 0 0 0 0 0 0 0 2A-20v 0.340 nw 0.00 0.00 0 0 0 0 0 0 0 0 2B-21v 0.340 nw 0.00 0.00 0 0 0 0 0 0 0 2A-2omd s 0.095 nwYnw 2.69 1.67 0 00 0 00.680 16.41 31.98 0 0 O o 0t---G' 0.091R L-D 12C-0sw.. 2 58 1 44 0 0 0 0 0 0 6 O 11 DO 0.390 n 11.04 11.99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 F 20P-19t 0.050 0.00 0.00 0 0 6 0 0 0 0 0 0.M. 19 0 0 0 147 2t. 588 O 6 c) AED excursion 01 148 Envelope loss/gain 0 0 1248 895 12 a) Infiltration 0 0 386 122 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 5 0 Subtotal (lines 6 to 13) 0 5 1634 1017 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 0 5 1634 1017 15 Duct loads 22% 31 % 0 1 22% 31 % 354 313 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. i- wrigi tsoft 2018-Apr-12 14 46.31Z- Righl-SuileO Universal 2018 18.0.10 RSU24011 Page 5 AnaslasiaGRSE` Lot 226T hornbrookAnastasiaGR SE rup Calc = MJ8 House faces SE DEL --AIR Right-J® Worksheet nuffm,Am ahu 1 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD. FL 32771 Phone 407-333-2665 Fax 407-333-3853 Web. WWW DEL -AIR COM Job: Lot226ThornbrookAnastasi... Date: 6/4/2014 By: FJF 1 Room name util pwdr 2 Exposed wall 4.0 It 4.0 It 3 Room height 9.3 It heat/cool 9.3 It heat/cool 4 Room dimensions 4.0 x 11.5 It 4.0 x 11.5 it 5 Room area 46.0 ft2 46.0 ftz Ty Construction number U-value Bluh/ft2 °F) Or HTM Btuh/ft2) Area (w) or perimeter (It) Load Bluh) Area (ft2) or perimeter (it) Load 81uh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C Osw 2A 2dvu. 0.091 0.340 ne ne 0.00 0.00 0.00 0.00 0 0 0 0, 0 0 6 0 0 0 0 0 0 d 0 0 VII 13A-7.5ocs 0.095 ne 2.69 1.67 0 0 0 0 0 0 0 0 Lei 2A-2ov _ osw 0.340 6.091 ne se 9.62 0.i10 22.89 0.00 0 0 0 0 0 0 0 o 0 q 0 0 0 0 00 t-G PA-2ov . 0.340 se U0 0,00 0 0 0 0 0 0 0 0 W Q 13A 7 5ocs t73A 5ocs0. 095 0. 095 se s 2. 69 2. 69 1.. 67 1. 67 0 0 0 0 0 0 0 0 0 0 0 0 0 6 0 0 11 D0_ .... _ _- .. _ _ o.3so s_ 11.04 11.99 0 q o o q o o n 0 12c-0sw 0.091 sw 0.00 0.00 0 0 0 0 0 0 0 2A- 2ov 2A- 2ov 7 SoCs 0. 340 0. 340 0, 095 sw sw, sw 0. 00 0. 00 2. 69 0. 00 0. 00 1. 67 0 0 37 0 0 37 0 0 100 0 0 62 0 0 37 0 0 32 0 0 67 0 0 54 613A 2A2ov0.340 sw 9.62 23.50 0 0 0 0 5 0 48 118 2& 2ov.._.: . O.340 sw, 9.62 23.50 0 0 0 0.._., 0 0 0 0 12C- Osw 0.091 nw 0.00 0.00 0 6 6 0 0 0 0 0 G 2A- 2ov 2B- 2fv 0. 340 0. 340 nw nw 0. 00 0. 00 0. 00 0. 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 G 13A- 7.5oas _ - 2A 2omd 2A- 2ov 0. 095 0. 580 0. 340 nw t1w nw 2. 69 16. 41 9. 62 1. 67 31. 98 22. 89 0 0 0 0 0 0 0 0 0 O 0 0 U 0 0 0 0 0 0 0 0 0 0 0 R 12C-0sw 0.091 2.58 1.44 0 0 0 6 0 0 6 0 T_ D 11 DO 0.390 0. 026 n 11.04 0. 74 11. 99 1._ 15 0 0 0 O 0 0 0 p 0 0 _.. q 0 9 0 0. 0 4 F 2OP-19t 0.050 0.00 0.00 0 0 0 0 0 0 0 0 i .... .; 22A_.1pk ._ .. ._: 0,989 27.09 0.00 46 4 46 4 112 0 6 c) AED excursion 36 40 Envelope loss/gain 212 27 247 212 12 a) Infiltration 73 23 73 23 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/ other 600 0 Subtotal ( lines 6 to 13) 286 650 321 235 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 286 650 321 235 15 Duct loads 22%. 31 % 62 200 22% 1 31 % 69 72 Total room load 348 850 1 390 307 Air required (clm) 1 1 18 40 1 20 14 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrig soft 2018-Apr-12 14 46 31 Right - Suited Universal 2018 18 0 10 RSU24011 Page 6 AG~C`P. g AnastasiaGRSE. Lot226ThornbrookAnaslasiaGRSE.rup Calc = MJB House laces. SE DEL -AIR Right-JO Worksheet KOM-AIR C06fnSHOW ahu 1 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY. SANFORD.. FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot226ThornbrookAnastasi... Date: 6/4/2014 By: FJF 1 Room name family rm dining rm 2 Exposed wall 35.0 it 10.0 It 3 Room height 9.3 It heat/cool 9.3 it heat/cool 4 Room dimensions 20.5 x 14.5 It 1.0 x 210.0 it 5 Room area 297.3 ft2 210.0 ft2 Ty Construction U-value Or HTM Area (It2) Load Area ift2) Load number BtutV(tz-°F) Btuh IV) or perimeter (it) Bltrh) or perimeter (It) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heal Cool 6 y/ 12C-Osw Q.091 ne 0.00 0 00 0 0 0 0 0 0 0 0 2A•2ov._.: 0.340 ne_ Q.QO OQO Q 0 9 0.._._, 0.,... 0 0 0 t--.G 13A-7.5ocs 0.095 ne 2.69 1.67 191 191 514 319 93 54 146 91 2A-2ov 0.340 ne 9.62 22.89 0 0 0 0 39 0 374 889 11 12C Osw 0.091 se 0.00 OAO 0 0 0 0 0 0 0 0 2A-2ov 0.340 se_ 0.00 0.00 0 0 0. 0 0 0 0 o W 13A-7.5ocs 0.095 se 2.69 1.67 0 0 0 0 0 0 0 0 t--D. 13A-7.5ocs 0.095 s. 2.69 1.67 0 0 0 0 0 0 0 0 11DQ _ 0.390 s.. LL04 11.99.. 0 0 0 0 0 0 0 0 12C-0sw 0.091 sw 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov 0.340 sw 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov 0.340 sw 0.00 0.00 0 0 0 0 0_ 0 0 0 I3A-7.5ocs 0.095 sw 2.69 1.67 0 0 0 0 0 0 0 0 2A•2ov 0.340 sw 9.62 23.50 0 0 0 0 0 0 0 0 2A-2ov .: 0.340 sw 9.62 23.50 0 0 0 0 0..._ 0 0 0 12C-0sw 0.091 nw 0.00 0.00 6 6 6 0 0 6 0 6 2A-2ov 0.340 nw 0.00 0.00 0 0 0 0 0 0 0 0G 2B-2Iv 0.340 nw 0.00 0.00 0 0 0 0 0 0 0 0 Vjl 13A•7.5ocs 0.095 nw 2.69 1.67 63 170 106 6 0 0 0 I-C 2A-2omd 0.580 rnv 16.41 31.98 72 0 1182 2302 0 0 0 0 2A•2ov 0.340 nw' 9.62 22.89 0 0 0 0 0 0 0 12C-Osw 0.091 2.58 1.44 0 0 0 0 0 0 0 0 0 11 DO 0.390 n 11.04 11.99 0 0 0 0 0 0 0 0 C..._ 16CR 38ad 0.026 0 74 0 0 0. F 20P-19t 0.050 0.00 1.15 0.00 0 0 0 0 0 0 0 6 F 22A•10 0.989 r:_. 27.99 w-..... ..0<00 210 10_. 280 0 6 c) AED excursion 513 178 Envelope loss/gain 2846 3240 800 1158 12 a) Infiltration 643 204 184 58 b) Room ventilation 0 0 0 0 13 Internal gains. Occupants @ 230 4 920 1 230 Appliances/other 0 0 Subtotal (lines 6 to 13) 3489 4363 984 1446 Less external load 0 0 0 0 Less Iransler 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 3489 4363 984 1446 15 Duct loads 1 220% 31 % 756 1345 22% 31 % 213 446 Total room load 1 42451 57081 1197 1892 Air required (cfm) 2191 2661 62 88 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Pl*- wrightsoYi- 2018-Apr-12 14:46:31 gAC., GA Right-SuiteO Universal 2018 18.0.10 RSU24011 Page 7 AnaslasiaGRSE`Lo1226ThornbrookAnaslasiaGRSE.rup Calc = MJ8 House laces. SE QDEL--AIR Right-JO Worksheet MUM - AM ahu 1 DEL -AIR HEATING & AIR CPNDITIONING 531 COGISCO WAY, SANFORD, FL 32771 hone 407-333-2665 Fax: 407-333-3853 Web WWW DEL -AIR COM Job: Lot 226Th o rin b roo kA n astasi Date: 6/412014 By: FJF I Room name pantry kitchen 2 Exposed wall 0 If 19.9 it 3 Room height 9.3 It heat/cool 9.3 It heat/cool 4 Room dimensions 6.0 x 3.5 It 1.0 x 275.8 If 5 Room area 21.0 ft2 275.8 ft2 Ty Construction U-value Or HTM Area (I J2) Load Area (w) Load number Btuh/112'F) Btuh/it2) or perimeter (II) BIUh) or perimeter ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C-Osw 0,091 ne 0.00 0 .00 0 0 0 0 0 0 0 0 no 0- 0 0 0 Q 13A-7.5ocs Aw 0.095 ne Q'MI 2.69 0Q 1.67 0 0 0 0 135 135 364 226 2A-2ov 0.340 ne 9.62 22.89 0 0 0 0 0 0 0 0 0 11 f -Osw 0 6 0 6 2A-2ov..... 0.340 se; 0 0 0 A 0 0 0. W 13A -7.5ocs 0.095 se 2.69 1.67 O 0 0 0 0 I -7.5Iks 6.095 S 2.69 1.67 0 6 0 6 0 46 24 M n 0.390 0 0 0 0 23 250, 272 12C-Osw 0.091 sw 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov 0.340 sw 0.00 0.00 0 0 0 0 0 0 0 0 PY 340 0.00 0.00 O 0 0 0 0 0 0 13A-7.5xs 0. 0.065 sw sw mg 1.67 0 0 6 6 5 5 13 6 2A-2ov 0,340 sw 9,62 23,50 0 0 0 0 0 0 0 0 2A.- y _ sw, 9V 23,60 0 0 O 9 0--_ 0__0 12C-Osw 0.091 nw 0.00 0.00 0 6 0 0 0 6 6 0 2A-2ov 0.340 nw 0.00 0.00 0 0 0 0 0 0 0 0 2B-2iv 0.340 nw 0.00 0.00 0 0 0 0 0 0 0 0 13A-7.5ocs 0.095 nw 2,69 1.67 0 0 0 0 2A-2omd 0.580 nw 16.41 31.98 0 0 0 0 0 0 0 0 2A-2ov 0340 nw 9.62 22-89 0 0 0 0 0 0 0 0 I 2C-0 w 0.091 2.58 1.44 0 0 0 0 244 223 575 322 1ID0 0.390 n 11.04 11.99 0 0 0 0 21 21 228 248 C feC I 0 A 9 D F 2OP-19t 0.050 0.00 0 0 0 0 0 0 Q IF 0.00 0 0 - 0 Q 6 c) AED excursion 0 127 Envelope loss/gain 0 0 2060 1002 12 a) Infiltration 0 0 366 116 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 5 1200 Subtotal (lines 6 to 13) 0 5 2426 2318 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 0 5 2426 2318 15 1 Duct loads 1 221% 31% 0 1 229% 1 31% 526 7141 Total room load 0 6 2952 3033 Air required (cfm) 0 0 152_ 141 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Via- 2018-Apr-12 14 46,31 R ight - Suit eO Universal 2018 18 0, 10 R S U 24011 Page 8 AnastasiaGRSEI.Lo1226ThornbrookAtiastasiaGRSE rup Calc = MJ8 House faces SE QDEL-AIR Right-JO Worksheet NEATEN - AM C04=911006 ahu 2 DEL -AIR HEATING & AIR CONDITIONIN 531 COD I SCO WAY, SANFORD, FL 32771 Phone: 407-333-266591.:407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot226Thorn brookAnastasi Date: 6/4/2014 By: FJF 1 Room name ahu 2 rm 2 2 Exposed wall 169.0 It 39.5 It 3 Room height 9.0 It 9.0 It heat/cool 4 Room dimensions 14.5 x 15.5 If 5 Room area 1469.3 ft2 224.8 ft2 Ty Construction U-value Or HTM Area (42) Load Area (I t2) Load number BtuhYfl2_*F) Bt 11t2) I or perimeter ft) 6t h) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 120-Osw 0.691 ne 9.58 2341 4 461 1186 1679 66 86 220 200 340 22.89 391 289 0 W 13A-7.5ocs 0.095. ne 0.00 0.00 0 0. 0 0 0 01- 0 0 11 VL.G 12(;-Osw 0,091 se 2.58 2.34 270 240 618 562 0 U U U 2A-2ov 0,340 se 9.62 2t.87 30 8 289 656_._,__ 0 0 0 0 W 13A-7.5ocs 0.095 0.095 se s 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12C-Osw 0.091 sw 2.58 2.34 491 470 1209 1100 131 131 336 306 vv 2A-2ov 2A-2ov 13A-7.5ms 0.340 0.340 0.095 sw sw sw 9.62 9.62 0100 20.79 21.87 0.00 6 15 0 3 4 0 58 144 0 125 328 0 0 0 0 0 0 0 0 0 0 0 0 0 2A-2DV 2A-2ov 0.340 0,340 sw sw 0.00 OM 0100 0.00 0 0 0 0 . 0 P 0 0 0 0 0 0 0 0 0 G 12C-Osw 2A-2ov 213-2iv 0.091 0.340 0.340 nw nw nw 2.58 9.62 9.62 2.34 22.89 22.89 270 30 40 200 0 0 515 289 385 469 687 915 140 30 110 0 282 289 257 687 0 13A-7.5xs 2A-2omd 0.095 0.580 ryw rvw 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A-2(yv 0.340 rTw 0.00 0-00 0 0 0 0 0 0 0 0 1 2C -Os w 0.091 0.00 0.00 0 0 0 b b 6 0 0 11DO 0.390 n 0.00 0.00 0 0 0 0 0 0 0 0 t-026 0,74 1- 259. F 2OP-19t 0.050 1.41 0.7I 13 13 18 9 0 0 Q F I _pl _ _ 1 1 --- 0 6 c) AED excursion 4351 202 Envelope loss/gait) 6080 8742 12921 1910 12 a) Infiltration 2994 948 700 222 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 1 9074 9690l 1992 2132 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 9074 9690 1992 2132 15 Duct loads 1 47% 701% 4297 6761 4 7% 1 7 0% 1 943 1 1488 Total room load 1 13371 16451 1 2935 3620 Air required (clm) 840 8401 1841 185 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2018-Apr-12 14 46:31 lighl-Suile.0 Unive(sal 2018 18 O 10 RSU24011 Page 9 Anas las iaGR SE%. Lot 226T hornbrook Anas I as iaGR SE rup Calc - MJ8 House faces SE DEL -AIR Right-JO Worksheet MUM -Ai111b11tlRIOHM ahu 2 DEL -AIR HEATING & AIR C9NDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR COM Job: Lot226ThornbrookAnastasi... Date: 6/4/2014 By: FJF 1 Room name bth 2 blh 3 2 Exposed wall 9.0 If 11.5 It 3 Room height 9.0 It heat/cool 9.0 It heat/cool 4 Room dimensions 9.0 x 6.0 It 11.5 x 6.0 it 5 Room area 54.0 ft2 69.0 It2 Ty Construction U-value Or HTM Area (ft2) Load Area ((12) Load number Btutvftz °F) Btuh ft2) or perimeter ft) Btuh) or perimeter It) Btuh) Heat Cool Gross N/PIS Heat Cool Gross N/P/S Heat Cool 6 12c 0sw ' 0 091 rte 2.58 2.34 6 0 0 0 0 0 0 0 2A 20v.- :... 0._340 ne'..._.. 9.62 48$ 0 0 0 0 0 0 0 0 13A-7.5ocs 0.095 ne 0.00 0.00 0 0 0 0 0 0 0 0 2A 2ov.... 0.340 0 0 0 0 0 0 11 12C-Osw 0,091 ne _ se 0.00 2.58 0.00,__-4 2.34 6 0 0 0 0 0 0 6 0 2A•2ov. 0.340 se 9.62 21A7 0. 0 0 0 0 0 0 0 W 13A-7.5ccs 0.095 se 0.00 0.00 0 0 0 0 0 0 0 0 y/ 13A-7.5acs 0.095 s 0.00 0.00 0 6 0 0 0 0 0 0 11D0..... ..-..._..__0.390._ss.. 0.0t1._11MM___.w._0_... 0 0 0 0:_ 0 0 0 12C-0sw 0.091 sw 2.58 2.34 81 75 193 176 104 104 267 243 G 2A-2ov 0.340 sw 9.62 20.79 6 1 58 125 0 0 0 0 2ov 0.340 sw 9...62 21.87 0 0 0 0 0 0 02A 13A-7,5ocs 0.695 sw 6.00 0.00 0 0 0 0 0 0 0 0 0 2A-2ov 0.340 sw 0.00 0.00 0 0 0 0 0 0 0 0 LLLL--------GG sw, 0.00 0.00 0 0 0 0 0 0 0 0 0.091 nw 2.58 2.34 0 0 0 0 0 0 6 0 T= 12C-0sw 2A-2ov 0.340 nw 9.62 22.89 0 0 0 0 0 0 0 0 2B-2(v 0.340 nw 9.62 22.89 0 0 0 0 0 0 0 0 VjV 13AA-7.5oc-- 0.095 0.00 0.00 o V o 6 0 0 0 0 0 2A-2omd 0.580 nw 0.00 0.00 0 0 0 0 0 0 0 0 I-C 2A-2ov 0.340 nw 0.00 0.00 0 0 0 0 0 0 0 0 R 12C-Osw..: 0.091 0.00 0.00 0 0 0 0.__ 0. 0 0 0 T-D 11 DO 0.390 n_ 0.00 0.00 0 0 0 0_ 0 0 0 0 C. l6CR-38ad_ . a.030 0.74 J r16 i 54 40 62 _ 69 69 51 79 F 20P 191___ 0.050 1_,41 0,71 0 0 0 0 0 0 0 0 F 22A•tpl o.98s A04 0.00 4 0 o 0 0 0 0. 0 6 c) AED excursion 31 31 Envelope loss/gain 291 393 317 291 12 a) Infiltration 159 50 204 65 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 1450 444 521 355 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 450 444 521 355 151 Duct loads 47/ 70% 213 310 47/ 7010 247 248 Total room load 663 753 768 603 Air required (cfm) 42 38 48 31 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ti- 2018-Apr-12 14:46. 31 e 10Right-SuiteO Universal 2018 18 0 10 RSU24011 Pa g AnastasiaGRSE`. Lot 226ThornbrookAnaslasiaGRSE.rup Calc = MJ8 House laces: SE DEL -AIR Right-JO Worksheet NUff=-°"° "° ahu 2 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY. SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web WWW.DEL-AIR COM Job: Lot 226ThornbrookAnastasi... Date: 6/4/2014 By: FJF 1 Room name rm 4 rm 3 wic 2 Exposed wall 28.0 It 7.0 It 3 Room height 9.0 It heat/cool 9.0 It heat/cool 4 Room dimensions 14.0 x 14.0 it 9.5 x 5.0 It 5 Room area 196.0 fl2 47.5 ft2 Ty Construction U-value Or HTM Area (112) Load Area (Il2) Load number BtutVWt *F) Btuh/lt2) or penmeler (it) Bluh) or perimeter (it) Btuh) Heat Cool Gross Heat Cool Gross N/P/S Heat Cool 6 VI! 12C•0sw 0.091 ne 2.58 2.341 0 0 0 0 0' 0 0 0 96 -gnu n Jen O A9 99 Aq n n n I n n n n 11 12C•Osw 0.091 se 2,58 2,34 126 111 286 260 45 45 116 105 2A-20v. 0.390 se 9.62 2187 15 2 144 328 0 0 0 0 W 13A-7.5ocs 0.00 0,00 0 0 0 0 0 0 0 0 13A-7.5ocs 0_0% 0,096 se s: 0.00 0.00 0 0 0 0 0 0 0 0 0.00 D00.. 0.._ 0 0 O 0 0 0 . 0 12C-Osw 0.091 sw 2.58 2.34 126 111 286 260 18 18 46 42 2A-2ov 0.340 sw 9.62 20.79 0 0 0 0 0 0 0 0 2A-2ov_ 340, sw_ 62 21.87 15 2 144 328 0 0 0 0 V MOK-Six 0 0.095 sw 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov 0,340 sw 0.00 0.00 0 0 0 0 0 0 0 0li{r3 2A 20v.... 0,34O sw 0.00 .....0.00 0 0 0 0 0 i 0 0 .. 0 12C-0sw 0.091 nw 2.58 2.34 0 0 0 0 0 0 0 0 2A-2ov 0.340 nw, 9.62 22.89 0 0 0 0 0 0 0 0 26-21v 0.340 nw 9.62 0 0 0 0 0 0 0 0 13A-7,50cs 0,095 nw. 0.00 22.89 0,00 0 6 6 0 0 0 6 i 6 G 2A-2omd 0.680 nw, OM 0,00 0 0 0 0 0 0 0 0 2A-2ov nw 0.00 0 0 0 0 0 0 0 0 R i2C-Osw 0.340 0.091 0.00 6.06 0.00 0 0 0 0 0 0 6 0 I-D t 1 DO 0.390 n 0.00 0.00 0 0 0 0 0 0 0 0 96 1,W 225 F 20P-1911_ 0.050 1.41 0.71 0 0 6 0 11 11 16 8 0.00 _ A.00 0 0 0 __ 0 0 0 6 c) AED excursion 126 20 Envelope loss/gain 1005 1276 213 190 12 a) Infiltration 496 157 124 39 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 1501 1433 337 229 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1501 1433 337 229 15 Duct loads 147 70 % 711 1000 47 /, 701/ 160 160 Total room load 2212 2433 497 390 Air required (cim) 139 124 31 20 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. C -i- wrig F tsof't- 2018-Apr-1214:46:31 Right -Suite® Universal 2018 18 0 10 RSU24011 Page 11iACACZ`A AnastasiaGRSE'..Lo1226ThornbrookAnaslasiaGRSE.rup Calc - MJ8 House laces: SE DEL -AIR Right-JO Worksheet ahu 2 DEL -AIR HEATING & AIR CPNDITIONING 531 CODISCO WAY. SANFORD. FL 32771 hone. 407-333-2665 Fax 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot226ThornbrookAnastasi... Date: 6/4/2014 By: FJF 1 Room name rm 3 loft 2 Exposed wall 24.0 It 11.5 It 3 Room height 9.0 It heat/cool 9.0 it heat/cool 4 Room dimensions 13.0 x 11.0 If 11.5 x 11.0 It 5 Room area 143.0 ft2 126.5 It2 Ty Construction U-value Or HTM Area (112) Load Area (Ita) Load number Btuh/It- °F) Bluh/flz) or perimeter It) Btuh) or perimeter It) Btuh) Heat Cool Gross N/P/S Heat cool Gross N/P/S Heal cool 6 12C Osw 0.091 ne 2.58 2.34 117 117 301 274 104 14 189 172 2A 2ov 9.340 ne 9,62 M89 0 0 0--_ 0 30 0 289 687 13A-7.5ocs 0.095 ne 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov 0.340 ne 0.00 0.00 0 0 0 0 0 0 0 0 1 1 12C 0sw - 0.091 se 2.58 2.34 99 84 216 v .. 197 0 0 0 0 2A-2ov.:: 0.340 se. 9.62 21,87 15 2 t44 328 0 0 0 0 W 13A-7.5ocs 0.095 se 0.00 0.00 0 0 0 0 0 0 0 0 yI 13A-7.5ocs 0.095 s 0.00 0.00 0 0 0 6 6 0 0 0 0::A1D0 0.390 s.. 0,00 0.00 0 0 0.... Q A 12C-0sw 0.091 sw 2.58 2.34 0 0 0 0 0 0 0 0 2A 2ov 0.340 sw 9.62 20.79 0 0 0 0 0 0 0 0 2A-2ov 0.340 sw 9.62 21.87 0 0 0 0 0 0 0 0 13A-7.5ocs 0.095 sw 0.00 0.00 0 0 0 0 0 0 0 0 2A 2ov 0.340 sw 0.00 0.00 0 0 0 0 0 0 0 0 2ov , ', 0.340 sw 0.00 0.00 0 0 0 0 0 0 0 0. 12C-0sw 0.091 nw 2.58 2.34 0 0 0 0 0 0 0 0 2A-2ov 0.340 nw 9.62 22.89 0 0 0 0 0 0 0 0 t= 2B-21v 0.340 nw 9.62 22.89 0 0 0 0 0 0 0 0 13A-7.5ocs 0.095 nw 0.00 000 0 0 6 6 0 0 0 0 2A- 2omd 0.580 nw 0.00 0.00 0 0 0 0 0 0 0 0 2A- 20v 0.340 nw 0.00 0.00 0 0 0 0 0 0 0 0 q 12C-0sw 0.091 0.00 0.00 0 0 6 6 6 6 6 0 f- D 11 DO 0.390 n 0.00 0.00 0 0 0 0 0 0 0 0 C.. 0.74 1.15 143. 143 105 a65.u'._.__127:... 1.27 98_... 146_ s.?6CR38ad....... F 20P-191 OA26... 0. 050 1.41 0.71 1 1 2 1 0 0 0 0 F.... __ .. _ 22Arf1?t_. '.. 0.989 0.00 6 c) AED excursion 87 20 Envelope loss/gain 769 1051 571 1025 12 a) Infiltration 425 135 204 65 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants Co) 230 0 0 0 0 Appliances/ other 0 0 Subtotal ( lines 6 to 13) 1194 1186 775 1089 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1194 1186 775 1089 15 Duct loads 47 % 70 % 565 827 47 % 700% 367 760 Total room load 1759 2013 1142 1849 Air required (cfm) Ill 103 72 94 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 1 wrig FttsoPt' 2018-Apr-12 14 4631 Right- SuiteO Universal 2018 18 0.10 RSU24011 Page 12 eAnaslasiaGRSE\. Lot 226ThornbrookAnastasiaGRSE nip Calc - MJ8 House laces: SE DEL -AIR Right-J® Worksheet CB CONOMOMM ahu 2 DEL -AIR HEATING & AIR CPNDITIONING 531 CODISCO WAY, SANFORD. FL 32771 hone: 407-333-2665 Fax 407-333-3853 Web: WWW DEL-AIR.COM Job: Lot226ThornbrookAnastasi... Date: 6/4/2014 By: FJF 1 Room name open to below stairs 2 Exposed wall 35.0 It 3.5 It 3 Room height 9.0 It heat/cool 9.0 It heat/cool 4 Room dimensions 20.5 x 14.5 It 1.0 x 311.3 It 5 Room area 297.3 It2 311.3 ft2 Ty COnSIRIClion U-value Or HTM Area (Itz) Load Area (ft2) Load number Btuh/It2-°F) Btuh It2) or perimeter (fl) Btuh) or perimeter (ft) Bluh) Heat Cool Gross N/P/S Heal Cool Gross N/P/S Heat Cool 6 1L/- C:: 12C-Osw 0.091 ne: 2,58 2.34186 185 475 432 0 6 0 0 13A 7 5ocs 0.095 ne 0.00 0.00 0 0 0 0 0 0 0 0 11 2A-2ov 12C-Os w - - 0 340 0.091 ne se 0 00 2,58 0.00 2,34 0 0 0 V0 0 0 0 0 0 0 0 0 0,__ 0 0 0t2A-2ov A.340 se 9,62 21 V 0 0 0. 0 0 0 0 0 W Vj! 13A-7.5ocs 13A-7.5ocs 0.095 0.095 se_ s 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L--D 11DU _: __ 12C-0sw A.390 0.091 s sw O.Otl 2.58 0.00 2.34 0...... 0 0. 0 0 0 0 0 0 32 0 32 0 81 0. 74 2A-20v 2A 2ov 13A•7.5ocs 0.340 0.340 0.095 sw sw_ sw 9.62 9.62 0.00 20.79 21.87 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A-2ov 2A•20v .: O.34Q AM sw 5w 0.00 0.00 0.00 Q.00 0 0 0 0 0 0 0 0 4 0 0. 0 0 G L--G t2C-0sw 2A-2ov 213-2Iv 0.091 0.340 0.340 nw nw nw 2.58 9.62 9.62 2.34 22.89 22.89 131 0 40 91 0 0 233 0 3.85 212 0 915 0 0 0 0 0 0 0 0 0 0 0 0 yJ I-1 13A-7.5ocs - 2A-2omd 0A95 0.580 nw nw 6160 0.00 T 0.00 0.00 0 0 0 0 0 0 0 0 0- 0 0 0 0 0 0 0 tin 2A-2ov 0.340 nw 0.00 0.00 0 0 0 0 0 0 0 0 R 12C-osw 0.091 0.00 0.00 0 0 0 0 0 O 0 0 D 11 DO 0 390 n 0.00 0 00 0 0 0 0 0 0 0 0 G.._.....i6CR-38ed 0028 074 L15._.._ 0 297 297 219 342-. 311 31f 22tJ F 20P-19t 0.050 1.41 0.71 0 0 0 0 0 0 0 0 F 2?A-tpl Q.989 S10Q Q 40 0 4 Q 0 0 0 0 Q- 6 c) AED excursion 308 36 Envelope loss/gain 1312 2210 310 395 12 a) Infiltration 620 196 62 20 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 11932 2406 372 415 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1932 2406 372 415 15 Duct loads 47 / 70% 915 1679 47 / 70% 176 290 Total room load 2847 4086 548 705 Air required (cfm) 179 209 34 36 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 4 - wrighttsof!^ 2018-Apr-12 14:46: 31 Right-SuiteO Universal 2018 18.0 10 RSU24011 Page 13 AnastasiaGRSE'Lot226Thornbrook AnastasiaGRSE rup Calc _ MJ8 House laces SE DEL -AIR Duct System Summary Job: Lot226ThornbrookAnast... Date: 6/4/2014 11EATW6.IW1 CONWXMG ahu 1 By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM For: Taylor Morrison 556 Red Rose Lane, Sanford, FL 32771 External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.148 in/100ft 840 cfm 162 ft Cooling 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.148 in/100ft 840 cfm Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk dining rrn C 1892 62 88 0.196 6.0 Ox 0 VIFx 27.1 95.0 SO family rm C 5708 219 266 0.183 9.0 Ox 0 VIFx 36.2 95.0 SO kitchen h 2952 152 141 0.212 7.0 Ox 0 VIFx 18.1 95.0 SO mstr bth h 1043 54 15 0.160 5.0 Ox 0 VIFx 40.3 110.0 st3 mstr nn h 4142 213 213 0.148 9.0 Ox 0 VIFx 52.0 110.0 st3 mstr we C 6 0 0 0.164 4.0 Ox 0 VIFx 36.7 110.0 st3 mstr wic C 6 0 0 0.159 4.0 Ox 0 VIFx 41.1 110.0 st3 pantry C 6 0 0 0.209 4.0 Ox 0 VIFx 19.6 95.0 SO pwdr h 390 20 14 0.194 4.0 Ox 0 VIFx 28.6 95.0 SO study h 1988 102 62 0.195 6.0 Ox 0 VIFx 27.8 95.0 SO util c 850 18 40 0.191 4.0 Ox 0 VIFx 30.9 95.0 SO Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk st3 Peak AVF 267 228 0.148 340 12.0 0 x 0 VinlFlx SO st1 Peak AVF 840 840 0.148 602 16.0 0 x 0 VinlFlx w rightsoft- 2018-Apr-12 14.46.33 Right -Suite@ Universal 201818 0 10 RSU24011 Page 1 ACCA . AnasIasiaGRSE\Lot226ThornbrookAnasIasiaGRSE rup Calc = MJ8 House faces SE 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 rb3 Ox 0 840 840 0 0 0 0 Ox 0 VIFx wrigtltsoft" 2018-Apr-12 14:46 33 ACCA Right -Suited Universal 2018 18.0.10 RSU24011 Page 2 AriastasiaGRSE`.Lot226ThornbrookAnastasiaGRSE rup Calc _ MJ8 House faces SE 4 DEL -AIR Duct System Summary Job: Lot226ThornbrookAnast... rt COND OMB Date: 6/4/2014 eEarwe . a a1 1 U 2 By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY. SANFORD. FL 32771 Phone 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR COM For: Taylor Morrison 556 Red Rose Lane, Sanford, FL 32771 External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.202 in/100ft 840 cfm Cooling 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.202 in/100ft 840 cfm 119 ft Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Mail Actual Ln (ft) Ftg.Egv Ln (ft) Trunk bth 2 h 663 42 38 0.318 4.0 Ox 0 VIFx 5.5 70.0 bth 3 h 768 48 31 0.311 4.0 Ox 0 VIFx 7.1 70.0 loft c 1849 72 94 0.203 7.0 Ox 0 VIFx 33.0 85.0 st2 open to below c 2043 89 104 0.274 6.0 Ox 0 VIFx 17.5 70.0 open to below -A c 2043 89 104 0.286 6.0 Ox 0 VIFx 14.0 70.0 rm 2 c 3620 184 185 0.270 7.0 Ox 0 VIFx 18.8 70.0 rm 3 h 1759 111 103 0.206 6.0 Ox 0 VIFx 31.5 85.0 st2 rm 3 wic h 497 31 20 0.202 4.0 Ox 0 VIFx 33.7 85.0 st2 rm 4 h 2212 139 124 0.281 7.0 Ox 0 VIFx 15.5 70.0 stairs C 705 34 36 0.306 6.0 Ox 0 VIFx 8.6 70.0 Name Trunk Type Htg cfm) Clg cfm) Design FR Veloc fpm) Diam in) H x W in) Duct Material Trunk st2 Peak AVF 213 217 0.202 491 9.0 0 x 0 VinlFlx Name Grille Size (in) Htg cfm) Cig cfm) TEL it) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rb2 Ox0 840 840 0 0 0 0 Ox 0 VIFx t wrightsc3ft- 2018-Apr-1214:46:33 Right-SuiteO Universal 2018 18 0 10 RSU24011 Page 3 ACCA _ AnastasiaGRSE`Lot226ThornbrookAnastasiaGRSE rup Calc = MJ8 House faces SE 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot226ThornbrookeAnastasiaGRSE Builder Name: Taylor Morrison Street: 556 Red Rose Lane Permit Office: City, State, 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 The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/door jambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spac as. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover plates and walls or ceil nas. a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 4/12/2018 2:43 PM EnergyGauge® USA - FlaRes2017 FBC 6lh 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, e-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) EnergyGauge® - USRCSB v6.0 4/12/2018 2:43:30 PM 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: Lot226ThornbrookeAnastasiaGRSE Builder Name: Taylor Morrison Street: 556 Red Rose Lane Permit Office: City, State, Zip: Sanford , FL , 32771 Permit Number: Design Location: FL, Orlando Jurisdiction: 691500 Cond. Floor Area:: 2582 sq.ft. Cond. Volume: 23678 cu ft. Envelope Leakage Test Results Leakage Characteristics Regression Data: C: n: R: Single or Multi Point Test Data Required ACH(50) from HOUSE PRESSURE FLOW: FORM R405-2017 : 1 Pa cfm 2 Pa cfm Tested ACH(50) 3 Pa cfm Tested leakage must be less than or equal to the 4 Pa cfm required ACH(50) shown on Form R405-2017 for 5 Pa cfm this building. If the tested ACH(50) is less than 3 the building must have a mechanical ventilation 6 Pa cfm system. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2 ... Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the lest and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed, 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. SIGNATURE: PRINTED NAME: DATE: Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: OoliE Sz,,rA Kj U 4/12/2018 2:43 PM EnergyGaugeC7 USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: 556 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)(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 lest and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, backdraft and Flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3. Interior doors, if installed at the time of the test, shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems, if installed at the time of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the test, shall be fully open. R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting Flue dampers or doors, and outdoor combustion air. Where using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127. the doors shall be tested and listed for the fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with ILL 907. R402.4.3 Fenestration air IeakageWindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMA/ WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. 4/12/2018 2:43 PM EnergyGauge-0 USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: 1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. 2. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential. R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 L/s) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SECTION R403 SYSTEMS R403.1 Controls, R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or 7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes, to be "substantially leak free" in accordance with Section R403.3.3. R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. 2. Postconstruclion test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41°C) or below 55°F (13°C) shall be insulated to a minimum of R-3. R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory)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 heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 4/12/2018 2:43 PM EnergyGaugeCR7 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 heal traps installed on both the inlets and outlets. External heal traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 % inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies (Mandatory). R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 140°F (38°C to 60°C). R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water -heating systems to be turned off. R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1. R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar water -heating systems should meet the following criteria: 1. Be installed with a lilt 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 healing 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/wall Any Bathroom, utility room 10 1.4 cfm/wall 90 Bathroom, utility room 90 2.8 cfm/watt Any For SI: 1 cfm = 28 3 L/min a. When tested in accordance with HVI Standard 916 4/12/2018 2:43 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1. R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7.1. R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or healing within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F (10°C), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F (4.8°C). R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. R403.10.3 Covers. Outdoor healed 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 2:43 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 4 of 5 R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. R403.11 Portable spas (Mandatoryte 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 2:43 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of 5 r TYPICAL MASONRY WINDOW SCHEDULE WINDOW WIDTHS # wirrDav cAaL-0uls n d• cw nave nw xw w cw now nw ssw ntrw rlw wgs• ww z ar Ilw 4rw r,w zw 3 n• uw 4yw sw ww 64 *4 I'AbPM CFB FOR ALL i4rib, NW fM.'3 SM5 Ma WA-ATO ha' vW PER 0Z nWk'UiS Ala .i4CfY3TIM R9iR'00.00PPL-rLR ER1E6IVIM WED's _=+ .* c.ssb`EM rsm. m II= GLAY, E6) feu eaR+lnr asaaaa«L mR. w+wV 4 A TYP. ARCHWAYen,A w.r. tFe 0 r E r5' _ san tw:Aam,a.,w Qarwran e,s wmz.am n.Reua can n TRAY CEILING SECTION "'"•` CAU. TOP Transfer ducts/Vgtes sized erAa w"p c P'p nee rtn rt-10. ResidenIW Huitd'r+ Cotle - n1602.e urn N, Banded i i4 Retr, .dc lonS A uMBtler oust Orovke unrestric tetl 1 irch i l undercuS on doors tD habitable 9 at 9. To 014NER, 0.A1ITE 12t 21515 9' II II CATne W ROOM \ ! m r IbvD _ bnD a. 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CD J 00 x aOw :awes »ew arwwl vah Rat, 79.0 Rat 4_ JOKE lCR Sm Ale Wn..ana -A, sac p -4 iliwot eo'.PE.r.F Itod i rAc rsrue rASRTn cvr, cc rias6 =w aarosma o 2.0 TON V/SKV 0240V 1.." 8.10 p1p(eti„n by warstoic Must have a minimum clearance of 4 inches around the air handler per the State Tronsfer d is/g it es sized r C,npu— eith Florid. RR,iden W BJfd,np Code - M1602A B.ionud Ret,rn AV except,,,, " fl gder rwst pr.v,de unr estrkted 1 inch wderc.t on door, <o Mbl t.ble Rating 14 code. All duct has an —6 insulation value. Iz J Y o a CuQ oORizou zo n m Win z 0 Z W J Q H Q J O Q W Co a_ J N 0 0 3WASTE LINE FROM 2ND FLOOR 0 TERMINATING TO THE 1ST FLOOR . AAV KffCHElV MASTER BATH n r wpm _ T: Lao-„ t/ a 0 POWDER BATH TAYLOR MORRISON THORNBROOKE S.F. HOUSE TYPE: ANASTASIA LOT 226 W/ 2ND LAV IN BTH 3 1ST FLOOR TAYLOR MORRISON THORNBROOKE S.F. HOUSE TYPE: ANASTASIA I LOT 226 W/ 2ND LAV IN BTH 3 i 2ND FLOOR BATH 2 i i .._ :...... Q A A BATH 3 3" YJASTE STACK FROM 2ND FLOOR TERMINATING TO The m Floor, RF.(.'01) D (-_'Opy DESCRIPTION AS FURNISHED: Lot 226, 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. ono° ed'00 "" tp Ile / LOT 226 63.9 7' 45.91' A/C El 21.74' 15.7' 01 COVERED V PATIO 12.79' f ti t . CSo Q. PROPOSED RESIDENCEANASTASIA OC\\ MODEL' 2 CAR GARAGE RIGHT W Ot w t LOT 225 10.32' £NTRrc LOT 227 8.36, o of Ok to construct single family home with setbacks and impervious area shown on plan. /4nn s crSF'A 5.20' 1 B' DRIVE 40.6 r 25. 6' 2 .42' 10' UTIL. 0=24'27'29" ESMT. 0 L R= 100.00' L=42.69' WALK D=1802453" ON LOT AREA CAL- LATIQ ','- I C R=100.00' LOT = LIVING = 9. 26 7 1,467 Q F1 SQ F 1 P.C." L=32.14' GARAGE = ENTRY = 455 71 SO.r,-I. SQ FI C=32.00' LANAI = 139 Q01` 33025'01 W DRVEAY= NIA A/C PAD IE RED ROS'' LAND' WALKWAY = 6F IMPERVIOUS = 26. 9 50' R/W) TRACT I (UTIL & ACCESS R/W) S00 = 2.624 7.1 a S y G Q OFF LOT AREA CAL CU AJlrjr R/W = 247 SQ r. ,`... Q PROPOSED = FINISHED SPOT GRADE ELEVATION APRON = 53 SOJ 1 PER DRAINAGE PLANS BUILDING SETBACKS: *PLOT PLAN ONLY*• SIDEWALK = 157 G PROPOSED DRAINAGE FLOW FRONT a 25 (NOT A SURVEY) SOD 37 _ 5) IT LOT GRADING TYPE A REAR = 15' PROPOSED INFORMATION SHOWN PROPOSED F.F. PER PLANS 22.2' SIDE 5.0' TOTAL q q AREA = 10,014 SO F7 BASED ON SUPPLIED PLAN SIDE CORNER = 10' AND/OR INSTRUCTIONS PER DRIVEWAY = SIDEWALK = 459 SO t PROPOSED GRADE PER CONSTRUCTION PLAN + CLIENT(NOT FIELD VERIFIED) SOD CRUSENMEEER-SCOTT & ASSOC., INC. - LAND SURV O.RS LEGEND - LEGEND - 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 PT PLATFLAT PAL. TVP. POINT ON LINE TYPICAL NOTES: I.P. IRON PIPE PR.C. POINT OF REVERSE CURVATURE I. THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF I.R. IRON ROD P.C.C. PONT OF COMPOUND CURVATURE PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER S1-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027, FLORIDA STATUES C.M. CONCRETE MONUMENT RAD. RADIAL 2. UNLESS EMBOSSED WITH SURVEYOR'S SIGNATURE AND ORIGINAL USED SELL, THIS SURVEY MAP OR COPIES ARE NOT VALID. SET I.R. REC. 1/2' IR, ./NLB 4596 RECOVERED MR. W.P. NON -RADIAL WITNESS POINT J. THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO ME SURVEYOR. THERE MAY BE OTHER RESTRICTIONS PO. B. OF BEGINNINGPOPOINT CALL, CALCULATED OR EASEMENTS THAT AFFECT THIS PROPERTY P.O.C. OFINTCOMMENCEMENTPRMPERMANENTREFERENCEMONUMENT4, NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. Q CENTERLINE FF. FINISHED FLOOR ELEVATION S. THIS SURVEY IS PREP/RED FOR ME SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY. N&D NAILIII&M 4 DISK L. BN. BUILDING SETBACK LINE BASE B. DIMENSIONS SHOWN FOR 'HE LOGTION OF IMPROVENE'MS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES. PjWESMESMT. WAY EASEMENT EASEMENT B.B. BASE BEARINGBEAK 7, BEARINGS, ARE BASED ASSUMED ATUM AND ON THE LINE SHOWN AS BASE BEARING (B.S.) DRAIN. DRAINAGE B. ELEVATIONS, IF SHOWN, ARE BASED CN NA/10ANL GEODETIC DATUM OF 1929, UNLESS OTHERWISE NOTED. UTIL. UTILITY 9. CCRTIFlCATE OF ALITHORIZADON No. 4509. CL.FC. CHAIN LINK FENCE WD.FC. C/B WOOD FENCE CONCRETE BLOCK SCALE 1-- I• JO -'4 DRAWN By.. *'* P.C. P.T. PONT OF CURVATURE PIONT OF TANGENCY CERTIFTL BY: DATE ORDER No. DDESC. L DESCRIPTIONRADUSARCILENGTHPLOTPLAN04-12-2018 2261-16 D DELTA 1 C CHORD C.B. CHORD BEARING NORTH THIS BUILDING/PROPERTY DOES.NOT UE WITHIN ---- - - - --------- THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER nRM• TOM Y. GRUSENMEYER, R.L.S. 4714 ZONE W MAP / 12117C 0055 F JAMES W. SCOTT, R.L.S # 4801 ELECTRICAL SERVICES, INC.J-- 3400 St Johns Pkwy 8777.906 11113 STRADAN ELECTRIC • SECURITY ELECTRICAL LOAD CALCULATIONS MODEL: ANASTASIA BUILDER TAYLOR MORRISON SUBDIVISON VOLTIAMPS TON QT` LARGESTLOAD: HEAT PUMPS W/SUPPLEMENTAL HEAT 15572 2 Includes Heat Pump and Heat Strips on together @100%. 2.5 3 Square feet living areal 25851 3 volt/amps 7755 3.5 Small Appliance Circuits 3 4500 4 Laundry Circuit 1 1500 5 Dishwasher 1 T r•. q 1500 Water Heater 1 j> 4500 10 KW SETUP Range 8000 Oven CID i 0 Cooktop 0 Microwave 1 J 1100 Dryer 1 5000 Disposal 1 t 500 Pool 0 6.! misc rnisc TOTAL OTHER LOAD 34355 FIRST 10KVA@100% 10,000 REMAINDER @ 40 % 9742 LARGESTLOAD 15572 TOTAL LOAD 35 314 V.A./ 240VOLTS= 1 147 SIZE RECOMMENDED 1 200 I MINIMUM PERI 1N SERVICE SIZE: NEC STATE CERT .LIC EC13003715 HOLDER:JOSEPH STRADA NEC 2011/FBC 107 4032 10000 6500 5040 10000 6500 5280 10000 6500 6168 8000 5200 6888 8000 5200 8160 10000 6500 2 0 0 0 0 0 0 0 TON QTY KW 1.5 2990 5000 3250 0 2 1 4032 5000 3250 7282 2.5 1 5040 5000 3250 8290 3 5280 5000 3250 0 3.5 6168 5000 3250 0 4 6888 5000 3250 0 5 5 KW SETUP 8160 5000 3250 0 15572 Note: This Load Calc is base on the information provided by the builder. The recommended service size will be installed leaving sufficient usage for future homeowner. ENGINEERING PACKAGE Builder: TAYLOR MORRISON Project: 9A6/9A7 THORNBROOK Model/Building: 258SE/258MA/258TA Lot Alt: Lot: 226 Block: Unit: Address: JobNumber: N333522 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 is STRONGBACK BRIDGING GUIDELINES FOR ROOF TRUSSES TN(S Dub PREP W FROM COMPUTER INPUT (CADS a D:Nf MSIONS) SUAMITTEO IT TRUSS M'R Strongback Bridging Guidelines for Roof Trusses Strongback bridging for roof trusses is not a requirement of ANSi-TPI 1.2002 but it is a strongly recommended gutdellne by Carpenter Contractors of America. it serves the following two functions: 1) Bridging aligns the bottom chords after they are set so they are uniform along the ceiling line. This, in turn helps minimize wavy ceilings' after the instailation of drywall. 2) Bridging helps 'planing -out' the transitional or relative deflection of adjacent trusses due to an offset to spans. in either case, Strongback bridging should not be attached to adjacent trusses that need to be jacked Into place more than W iach. Strongback bridging in roof trusses does not serve as temporary or permanent bracing and is not intended to help distribute or share design loads between trusses. Consequently, no design loads have been accounted for with this detail and continuous strongback bridging should not be attached between common and girder trusses that have, more than 'A inch differential deflection. STRONGBACKS SHOULD BE ATTACHED TO HALLS AT THEIR OUTER ENDS OR RESTRAINED BY OTHER MEANS. STRONGBACKS SHALL BE A MININMUM OF 2X6, AND SHALL BE ATTACHED AITH A MINIMUM Of THREE 160 COMMON OR (3) 0.131 X 3' GUN NAILS TO A 2X4 VERTICAL NEB 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 America. The use of strongback bridging shall in no way interfere with any other design considerations specified by the Engineer of Record or Building Designer. The nailing requirements shown are consistent with ANSi(TPi 1.2002 for strongback bridging. N.T.S -Nut To Scale) 66stogeac9pbet614sDet6S638--6S66BREH6I E IR) Design Crit: TPI-2002(STD)/FBC PLT TYP, Wave C RT-1.00 1.25' 10 D 7.31.11 01TY:1 FL 1 /E I - w.,un•• nus,ts Ntwnunc a. a r.wune,, s.:rrtxc. ;. u„I .., Ix.n+1. TC LL PSF REF R081- 48357 GATE 07/28/09mxtxr,r Itl,GTIM rN CMIID I,IIL I.PI°rfA:r ITText,ts iunu..eI..ns .w nrron G,I,P „ua e 4• TC DL PSF DRW Hcusaoel 09209396An°r[Au .rT.<xQ uuD etruc. S i'jy" N BC DL PSF IMP aR TAw7••ru,:,x , :on q Tw:, v[, Y r, rxt t,,-..„c°„:.rfM rn ICE, i _ ou.II1.T.uwx0Ia' tl.ruuBC9 LL PSF HC1-ENG DR /DR ALPiNE i;,i`a :uic -ro, wau,1. I.,nl.c. , it •.,, , u.n c a of ,iu eoxraw, tr..+IrSt rt Wort Str.i`II .°s ,.+r:ow oe n1. Irte, I, Is1..] I.o rr ,rx n1 if AR36 111Y Buawbg Cetupoms,b Brwy Inc. HN6s,C1q,FL 338M FL COA 00 278 r..m,o.n„u.n,we,r,en,nla+.melt.,srx,wwwe.onln.a,.s„eu.`s,ul..Pe:. nu ro t+ex r.a Ir Tlru uo. urtsi Prxtlrnt .°<+tee ,x rxt, oe,s., Ponn,. =c, oua,es . n .> : rn,.,o°x nc.,. . ru >. ,.:. irosris ".ecvr+,a rr°nor[sa ix.+r t.<,uu„e It,ra„I,ttr. wnur rn ,xt ,Ices eavta[,+ res,w s.e... ewt w,t.nl,n .ro est I .s ewertn a us w,Ios.e n ru ,tsroxs,lu tr. as +sc vnowl xn.,u r„ unnn : ,u. ,. 6TATE OF l 90', RK r, c: -... OR10 sp Jut zOfpi,t`" Of .LD. PSF DUR . F AC . I FROM SPACING JREF- 1TT0081_Z18 V 11 HU/HUC/HSUR/L Hangers ors SIMPSON SlawlieTie j A HU and HUC products are heavy-duty faCk-MOLN joist ha iyers made from 14-gauge galvanized steel. The I 40C, is a concealed flange (face flanges '-imrA in) version o' the HU. lit, is available with both flanges concealed.. provided the W dimension 1s, 2 AA" or greater. at 100% of the table. load. Specify HUC. I IL, is available with one flange concealed VA)e-i the W climensior is less than 21/,6" at 100% of the tal—)Ic Iciad. Material: 4 gauge Finish: Galvanized; ZMAXI and stainless steel available Installation: Drill the Yoe'" -diameter hole to the specified eirbedineel depth Afternalively, d-ill the Y%"-diameterhole to the sl'A',rjfied ernhedrnent nepth and hVw it 4-an usurp compressed air. Ui.jlion. hole-,; in the base material will reduce or elirnirate the mechanical interlock of the threads with the base material ancmUeduce the anchor's load capacity. llJiI i, "-ie V io., A -n,njinum ewd rwr, edge distance. of 1'6' is required. Options: Codes: See p, 14 for Code Reference Key Chart CanaaWriflanges HUC41 0 HU214 HUC410 Installed on Masonry Block End WWI HUC41 0 Installed on Masonry Block End Wall 279 Simpson S.`rong-Tie W000 Construction Cunneciore a Hangers (cont.) w Tf e=se p od u ,s -: a e4 k, wah a k i6onal car „on pro l cbor, Fo x e nlor•.•.abnn, see p• 3. El 280 ANowehk Loads DFtSP) Model No. Fasteners Coda' Gr(MU Concrete Standard Concealed IGFCM Concrete Joist Upldt Down twill Dawn htr n lit n c I 160) (tOQM26) 160j (100I125} H'J26.-` HL126X ._ 4) .._ . 4) tOd x 1 s}" 3R5 1,000 3?5 1.545 L^J28 HU78x... 6; . • 6n A) lOd x ' 'h" t 500 60 2.406'.... H J21C HU2 ax R 8) 4110, x 1 h 2 760 2,415 HU46 (Min.) HU46 (tAax) HUC46 HUC46 RI (Aj a 12) (121 4) tOd common j (6)10d Common 71 113v i 2 000 3 000 760 3,200 1135 3,950 HL126-2 (Min.) HUC26.2 B! 8) 4116d common 760 0^0 60 3 200 H!126-2 (Max.) HUC26-2 12) 6) 10d common 1 73 35003'~ 3 950 HU48 {Fdm) WU( d8 10) + Y t01 E (4)10d common 160 2 500 Aq 3 72S HJ48 (Max) HUG4B w 1 d) 14) 6)10d omman 1135 3 50D 135 d 924 HJ2A•2 (Mm.i HIIC28-2 10) • - :.:" 10) • I, (4) 1Od common -..-- 160 :, n': (I 6O + 25 _ 14. J28.2 (Max.) HUC28-.'. 14, - _ 141 6) 1Gd common 1 135 1.500 35 4.920 HW410 (Mla) HUC410 14) 14) 6)10d common 1135 3 500 1135 4,920 j HJ410 (Max) Ht1G410-„ 18) .. t 18) 10) ttld commoi 1 800 4 500 180q 4 92n NU210 2 (Min.; HUC210-2 04) 14) 6) 10d cnmTon 1 135 3.5 0 1.'35 4.920 H 1'77G-2 (Mar.) H11C210-2 18; • ' ' 18) 10) 1Od cemm5n 1 R0(, ! 5: 0 8:70 5 085 HUMSkew 45 Not avaL151a) 4)10d x 1 h 67Q 15E10 870 2 400 HSl1LTR26 2 HSUL/RC26 2 12) 121 f4) t6d x ^'h 90Q 3 OGO - 90fl 3135 h12--> I HUC24-2 A) _ r00) 4) 11exfJ1HU212 + 2) 10d common 1 f6)10d x 1 h' 380 t 135 1,000 2 500 380 1,546- 1135 2 665 y.. H-1214 12) 1121 + 6J 10d x 1 W 1.135 2665 135 2.665. HJ26-2 (Min.)HUC26 HJ26-2 (Max.) 2 (Mm.) HUC26 2 (Max)_7 8) (8j ` 02) (12) 4)10d common 6)10d Gammon 760 1135 2000 3000 160 3.200 135 3,950 t n hU26-? (Min,l HUC26-3 (Mir.} 4) 10d rmmmmn I+ 116 (Max 111JC26(Max) 12) 12) r) 10d .om•rnn 1 1 >> 1 0 1 3 9hn HU2A 2 (Mm l NUC28 2 (Mm j t0) 10) s x 4)10d commren 760 2 5GO 760 3 725 HU2A-2 (Max) HUC28 2 (Max) 14) C ftd) 6) tOd Gammon 1135 3 SOq r 135 4 920 j H I21f 2 (Mm„ HlIC210-2 @Lm,1 14t 14) C,) 10d c im-c., 1 135 3 SW n3S 4920 H,1210(Max.! HI1C210.2 (Max.) 181 181 +' 10) 1Od common 1,800 5 n85 H 1210 3 (Mm ` _ W1210-3 (Max) H11G210 3 (MO.) HUC210.3 (Max) Q 4) 18) 14) I (181 x 6} tOd nmmon 10)1 Od common 1135 1 A0fl 3 S00 _ 4,5013 r 135 4 920 L 1,800 5,085 H3212-2 (Mir.) j HlIC212-2 (Ahl:.) 1f.) - 06) > 6) iod com•ron 1 135 '., 000 1 ' 135 4.920 1 35C U, 4hJ212 ^ ;Max.; HI1C212-2 (Max.l (22) 221 (10! 16d comrnn- 350 S 08:: HU212 3 (Mi HU212 3 (Max.) HUC212-3 (Mtn) HUL212-3(Max.) 16) 22) 16) Y 22) x 6)10d common 10)10d Common 1,135 f 1.800 4,000 5,085 135 4,920 1r800 5A85 HJ214.2 Win,) HLIC214-2 Win.) 181 18) 18) Vd common 7 51S 5,n 0 515 S..OK H.1214 , ,19ax.) HlIG214-2 (Maz.l 74) 24) - 02110d common 2 0'S S 0a5 2 015 5.085 HLJ214-3 (Min.). I41JC214-3 (M1n) (181 < '" 18). 8)10d common 1,515 T 4,500 1,515 5 q85 H)J214-3 (Max,) HUC214-3 (Max) 24) ) 24) x + 12)10d common 2,015 5,085 1 2,015 5,085 j HJ216 2 (Mm 1 i{UC216 2 (Mm.) 2O) 20) a) 1Od x 1 v,' 8) 10d common 1,515 15154 2 920 920 S15 2.9%O 1,515 4 920 WJ216 2 (Max,) V HUG216-2 (MaxJ (26) 26) 1 12) 10d Common 2,015 5 085 2,015 5 08a F 1216-3 (khm.) HUC216.3 (Min.) 201 201 - 8) 10d common 1,51S 4 920 t 515 4.920 HJ216-3 (Max.) HUC216.3 (Max.) 261 - ''- r76) - • ' - 17 1Od common 2 0", j s OBIS 2 U35 b OAS 1, )Aff loacs nave beer :ncreaseo for ewlhquake or wnd d..raGar witn ro'urher ^crease C+ alowed, 2. M.,nim.:rn f'.-. = 2 S00 psi and mmimum V, = 1.500 Psi. 3. Vd1xu+ cnty one flange is conceake,. slyx-ifY right ur W` cuncnabd flange, Models with -X' are not stcck iter, Fasteners UPDATED 04/17117 HU/HUC/HSUR/L Hangers (cont.) These p,cluc-s are available vitt, &Ic;to,-.pj coiMon nroteciicn, ?3r more see (';. 18. AGWArable LDWS.(DF/$P) Model No. fastenert; GrIcuo concrete Code Standard GIRMI-I I Concrete I Concealed Tien" 2 Titan* Joist2 Uplift Down 160) 100/125) UpliftDown Het, 1-1044 HU46 (Min.) HJC44 (41 (4) (2) lCd comma HUC46 (Min-(8) 14, -'L (4) 10d common 380 1.000 j 760 2,000 380 760 I.S-lb 3,200 HU46 (Max.) HUC46 (Max.) (12) (12) (6) 10d common 1,135 1 3,000 1135 3,950 HU48 (Min.) HJC48 (Min.) (10) (lCl (4) '-Id common 761 i 2,500 760 3 725 HU48 (Max.) HJC48 (Max.) (14) (141 (61 1 Od Common 1.135 3,500 351,1 4,920 1 464j70-canrnoni- (Min,) HUC410 (Min.) .. 1,135 3,500 1,135 4,920 ILHU 410 i Od orn anHOC410 (Max.) 18) N", (18) "Vx (10) 1 G rn t,800 4,500 1,800 4 920 I IU412 Q W C 4, 2 (Mc.' (161 (611Jd Common 1 HJC412 (Max.) 1221 (22) (1U 'Go common 1,135 4.000 Boo 5.086 1,135 1.8co 4A20 5.085IIL-412 (Max.; HU414 (Min.) MC.414 (Ming (18) (18) 1 (8) lod common 11515 4,500 1,515 5,085 HU414 (Max.) u HUC414 (Max.) (24) (24) 2) 1 Od common 2,015 5,085 2.015 sm HL416 iMin.i HJC,416'MRIL: (20) (20) (8) lA corn-,cii 1.:i1S 4V0 1.515 4A20 HU416 ;Max.) 1 HJC4'6:Max.) (20 (26) < 12! 1 C.d comm n 2,01:5 5,085 2,015 085 H C66 (Min.) (8) '4 (8) 1 (4) 16d common 900 2,000 900 SZO HU66 (Max.) HU C66 (Max.) 1 (12) (12)1 (6) 16d common 1,345 3,000 1,345 3.950HU68Vin.) HJC68.:Mi,.l (101 (10) (41'6d commcn 100 2.500 jOC HU68 (Max.) j HJC68 (Max.1 :141 (14) (6) 1 Gd commor. 1 34 5 3,5 0D90 - 134S 4920 HU610 (Min.) j--i:iuC610'(Min.1 (14) (14) x (6)16d Common 1,345 3,5 . CiD 4,500 1345 4,910 HU610 (Max.) Hu C610 (Max) ?18) 2,' (181 (8) 16d Comm 1,795 1085 HL1612 fMin.) HR61? 0,14v 061 0 Q (6) Ind Gommor 1 345 i 4,J00 134, 4 92C 1-11](12 (Mn.j H: 2 i, Max.) 921 02) (Ki ld cnmern 179S 4.920 179S 4 q2c 170 HU614 ( Min.) HILIC614,Min.) 1181 (8) 16d Common 8) 1,795 4,500 iAS 5,085 141, 1614 (Mex,) 24)2"--,, i, HUC614,'Max.) (24) r (112) 16d common V2,01S 75 H(J616 Wm.) HJC66 (20) (20) (811Edcomcn 1191 4 10 1,795 4 92C HU616 Qex.: HLIC616 (Max.) (26) ON '12i led Gonmvl 2,015 15,385 2,015 5,085 HU7 fMin,) F(Not avatiatlie) (12) i (12) j (4)10d x 1 MV 2, 980 760 2,480 HU7 Max) Not av ailatliel (161 ea) IGd X 114" TOM 3,485 1 ,WS 3,485 HU'9 thin Not elVdIlAk :181 !18)', ;6) 10d x 1 1,135, 3230 1.135 3 230 HUO 'Maxj Not available) (24) (241 (101 10d K 1 "i' A45 3,735 1.,4 b 1. 7 H1.111 ( Min.) Not witilbW (22)', (22),,," (6) 10d x I W 1 135 230 J= 1,135 3,230 1-11. 111 (Max.) Notavailal (30) (30) 1 (101 10d x 1W 1,445d3,K35 1 1,445 1 3,735 HU14 (Mir.) Not available! (28) (28) $1 10d x V 1115 3.485 1,515 3,48S HU14 iMax. l Not ava,lablel (36) (36) (14) 10d x I "2 4,245 i 2.015 4245 H1.13. 25110 --(NI 22) (22) 0) 1 W commas 1 ,8 89 9551,8955.085 I HU21. 25/12 0 4t available! (24) (24) !:W t 02) 10d common 2015, 2,015 5,085 Htj4lO-,' 011. C 410-2 (Min.,1 :141 (14) (6116d common 1 345 3,500 1,345 4,920 HU-410-2 ( Max.) HJC410-2 (Max.) 181 (18) (8) UA common 1 795 4,5001 1.195 HU412-2 (Min.) HUC412-2 (Min.) (161 (16) (6) 16d common 1 345 4,000 1345 4,920 HU412-2 (Max) HUC412-2 (Max.) (22) (22) i Va," (10) 16d common 1,800 1 4,920 1.800 L9 L Fq.- IIU414-2 ( M,n. I I J C 4' 4 - 2 (Min) (20) (20i (to 16d cominn 1.795 4.920 1,195 4,92C HU414-2 (Max.) 1 Fy C 44.2 (Max.) (261 (?61 ;1 16d common 2,0i5 5,385 2,015 SSW 1. upid, loacts have o"o", nnreasoC f^.i earlhao;46(6 or wind. Clu,alini will. no lwlhp-,,ease:s allowed, 2.v.")IrnLm 2. 50C Dsl a--d t'n, 3. When only one ': anqe a c.onrealec s,)ecifv nghf cr left concealed 9a1ge. 4. KA100-Isi with ' X" are not stock Jems. Felstenels: i- 281 UPDATED 04/17117 t LUS/MUS/HUS/HHUS/HGUS/HGUQ , r Face -Mount Joist Hangers This product is preferable to similar connectors because r of a) easier installation, b) higher loads, c) lower r installed cost, or a combination of these features. AN harry rs in this series have double sheer na!I:ng — an innovation that c'stributes the load through two points on each joist nail fnr greater strength. This albws for fewer nails, faster installation, and the use of all common na Is for he same connecton. Wtible-shear hangers range from the light capacity LUS, hangers to the highest capacity HGUS hangers. For medturr. load truss applications, the MUS offers a lower cost alternative and easier installation than '.he HUS or THA harcets, while providing greater load capacity and bearing than the LUS. HGt.JO hangars provide similar capacities as HGUS d^uhln-ghP,ar hangers, but they use Simpson Strong -Tie`" Strong-Driveti SDS, Heavv-Duty Connecter screws instead of nails for faster and easier installat on. In addition, the Strong -Drive SDS Heavy -Duty Connector screws help transfer the load between the piles of the supperlino girder when they penetrate all p les. Material: See tattles on pp. 236-237 Finish: Galvanized. Some products available in stainless steel or 7PAAX* coatinc I,cde r see Corrosion Information, pp. 15-18. Installation: Else all spenriod fasteners; see General Notes. Nails r ust be driver at are angle through the joist of truss into t c hearer to .achieve the table loads. Simpson Strong Stror ig Drive Sr)') Heaver-ti.rty GorvxN;tor screws are supplied w th the HGUQ. ryr<o tl K,knr:;ss o' +he uppor`ing girdty must be W Sul to or grc aler than the screw length for applications where the let uth of the supplied wows exceeds the thickness of the supportinq girder, 3" or 41:2' screws may be. sub .auted'oi the brxger length screws with no load reduction, or a shim Nock n,ay be, used as approved by the Designee . Not c:signed for wolded or nailet apz)katkxrs Options: L. S and MUS hangers cannot be modified. Cona;aled flanges are not availat* for HG',S and HHUS. O'he:.r sizes an,labk; consult your Simpson Strong-] ie representative. Codes: See p. 14 for Code Reference Key Chart ccble- Shear DcuMe-Shear Nailing Naitirug 5;.-_Ve_' p View be n-"?.1 bend Llb 1' V &s 1'An' for 4xt . Q • H Q mow_/ B i LUS28 HHUS210-2 Dc nw :,ouhle-Shear Nailir.g S .e View sore ifs) U.S. Fa'enl S;u3.Sd0 W "<:..t 6 MUS28 a ' 0 r HUS210 1-19S26, HIJS28, and HHUS stimidr) 24g•-. a F a A a H 4119 q i s r It e' 6 HGUS28-2 Typical HUS26 Installation with Reduced Heel Height Truss Designer to provide fastener quantity for connecting rritllGple rnetribers togethet) M 235 r W 0. 236 Simps n S`rong-Tie [Void vonshuction Connectors ICZNie Face -Moun t Joist Hangers (cont.) These p'ocucls are avai atk, with additional cxr;,sion r These produc s are approve, W. imtalhfion with th, S[rong-D'hw* prote lbn. For more . iorrma-,n see ?. 18. SD C:omec._.r shrew. See cn. 39-40 for more info. malro Model Min Di I..)Fasteners rrled N0... eight Ga W .. FI 8 Marmbu Member Single 2x Saes Ll1S2q.... 2`±b la -- 1`stb sSg j i i: 4)10d 1Od j LLIS26 4 /1 1 e 4 /, 1 4 4110d 4 bd MUs26 4+<c 1a 19is S Ss 2 s)tOd 6) oa_- WUS26 y 44r* 166 1 % 5% 3 14)16d 6)16d H6US26 LUS28 411, 445c 12 18 t'+ 4 ', 5% 1Ws 64g I 5 13/ 4 120)' 6d 6) 10d 8? I6d 14?' Od MUS28 6V* 18 1`kn ')4 6 2 8) IN 8)10d WU528 6rh 16 6 146 7 3 C22)16d 8)16d _J HGUS28 6'Yx 12 j % " 1 , 5 361 16d i ) 16d LUS2' 4 ri HUS2104Y 1 18 16 t t L. 1 k 9 -_ 3_ _ 3O1'6d 14' Od 110i - 1 Sec, bk. tx:k:w for a6,we?,le bads. Note: For d•-t..r_ D!>s aid •-stone7 13:*' atx_ r.. See IJUL fWlnOtts r% p. 237. HHUS/ HGUS See Hanger Options nformation on pp. 121-123. HHUS — Sloped and/or Skewed Seat HHUS hangers can he. skewed to a maximum of 45` and/or sloped to a maxim,:m of 45' For skew only, maximum allowable download Is 0.85 of the table load For sloped only or sloped at skemec hangers, the rr 18XIMurn allowable download is 0.65 of 11- tattle k-,ad Uplift loads for sloped/skewed conditions are 0.72 of the table bad. not to exceed 2,475 lb. T' ne joist must be bevel -cut to alloy for dounle shear naling HGUS — Skewed Seat HGUS hangers can be. skewed only to a maxim,:rn of 45". Allowable loads are: HGUS Seat Width Joist Down Load Uplift W < 2' Sgikzre cut 0.62 of tattle kkld 0.46 of table Ir,ad W < 2' Bevel cut 0.72 of table load 0.46 of table load 2" < W < 6" Bevel cut 0.85 of table bad 0.41. of table load 2" < W < 6" square cut 0.46 of table bad 0.41 of table bad W > 6' Bevel cut 0.85 0* table bad 0.41 of table had Acute side apeclfy angle Top View HHUS Hanger Skewed Right Joist must be bevel cut) All oist nails installed on the outside angle (non -acute side). Sirnvsal auong-i)e Wood Constr ct+on Connectr.rs $innPso%i Face -Mount• 5Lroi1`i'ie i These oroducts are available with :dd4wral corro_sor. !r These procuets are approved for nstallatio ,v..n the Strong-Crrve" protection. For m.. e information, see G. 18. I SC Gcnnector screw. See pp. 39-40 for r,c, e m: orrra:on. SS SS SS Min, IOimenslons (m.)! Fasteners „ _ DF/SP Allowable Loads SPF/HF Allowable Loads CodeModelNeerGaCarhgCarriedUWKtFloorSnowRoo( Wind Uplift Floor Snow Roof WindNo.Heiphl ( W H 8 f Membery Member (1 jt ) 115) (125) (160) (160)' (100) (115)1(125) (160) Ret. Double 2x Sizes LUS24-2 l )JS2fr2 HHUS26 2 2IA . 49ie 454a 18 31N : 18 3 k 14 (351e 314; 4 rh 54t 2 '.. 4t 16d 2 t (4)16d 3 (14)16d 2) 16d 4)16d 6)16d 440 1165 550 800 1 U3Q 2 785 910 1180 3155 985 '.. 1 2SO Y 280 l b25 3 4(15 -0 265 380 1000 1335 680 :i 890 2 390 780 845 10 0 109C) 2 71012 925 1.0?0 1385 665 HGUS26 2 454s 12 3i4e5'/w 4 :. (20)16d 8 t6d 2Y55 9 355 4 875 5 23U 15 575 1855 3 750 4 200 (A 500 4 795 HGU026.2-SDSJ Sri 12 3Y,a'.574 i 4 i(121' x3"SDS 41'/."x3'SUS 41 16d t635T5.040 65 1.315 5,E6J+ 1..500 i J65.SJCait,1'S:s630...4.005 1625 2.060 1 1,000 4 1 125 490aI4A05 1 285 a90 1.165L'JS28-2 4 Wn 118 31,1 7 2 : (b) t6d HHI1S28-2 HGUS28-2 61Ve 6 14 3se 72 3 ct7Ku 223 (7} 161 4': (361t6d t?) 16d 12116d 2 00 3.235 4,210 7,460 4,7/3 7,460 5140 6 4.4; 7460'7,4601278564t56A10 20 3l'S 4 C9r 4 41S 6415 5,; 5 6,475 17, 1.17. 11 HGUO2A-2-SDS3 7'A' 12 3%-, Vj4 20j'A"x3"-SOS 61Wx3"SDS Z565 73 7,330 I, 11 7330 1,845 5280 5280 53a 1 5 80 LUS210-2 firAe 18 3'4 9 2 (8)i6d 18d 1,745 1.830 2,,OW 2,285 2,970 1,500'= 1,565 1,785 1,935 2,455 HHUS210-2 HGUS210.2 _ w HGUO210 2 SOS3 84t 894s- 91A 19 34ie 12 a56 12 35Ve fi 9Yw 9a4 3 16d A ( (46)l6d 4 j (28) 4+ x 3 S0S 1Q)( 16d w 16)16d 4095 i) 'A x 3' SCS 344Y1 5,635 9100 w 7415 380 100 7,415 6880 7165 91ti0 %100 7415 7415 3 525 4 A35 3525 7465 2.475 5,340 5 270 5 3A(1 5«765 17. Lt 7, Ft 77a0 7825 7825 5 340 5 3d0 5,340 Ttiple 2x Sizes 11GUS26 3 4'4 i, 12 41Y,61 :, 4 4 (201 16d 81 Ifd 2,I j',1 4,355 4.8 030 5 J7J 1 8 5 9 JJ 4. UJ 4 (10 4,79 17: L 17, FL HGUO2G 3-SDS4 5 Si4 r12 4 ,& 4 (12; 7 x a , SD (4 /, x 4S> SJS 1 G355 `,1t S 7G5 51051 1 1 5 e 630 3,72 720 3,720 HGUSaB 3 6'45« : a (361 'Gd (121'Ed 3.235 7460 1 %4f r 4b0 : 74 0 , 278S 6,41 f, a', 6 415 6,415 17, 117, FL HGU028 3 SDS4.5 7 i 12 ; 4'iS 7 i+ 4 E (20''A x 4'h SDS+(6) le x 4W SDS 2 565 8,400 9.175 9,175 9.175 1,845 6,G50 6,805 ' 6605 fi,fi0.5 HGUS210.3 8'4 12 t 0Sfc 9 A 4 (46)16d i 06)16d 4,095 9100 9100 9100 i 9100 3 525 ', 5 i / 51 1825 7825 11. L7 /,11 HGJO210.3-SDS4,5 91A 12 4 % 91A 4 (28)'/+ x 41fz"$DS (8)', x 4'.^t SDS 3,440 9.XS 8145 91`4 9 745 2 475 7015 /0.5 1 7015 7,015 HGUS ,2-3 tC'h 72 4 55s '. A (ab}'6d (0)1Ld 5045 9600 9,600 9.6W 96UU 4335 8255 8_255 8 5 }r.255 17 L17,FL HGLSh14.3 12% 12 4 4z; t 4 (6o116d 22)16c1 5.515 t0.t00 10,1C0 1010G_ IOu 4 -45 8667;8685 8685 r.,bFS Quadruple 2x Sues T. HGUS26 4 ._SV 12 + 6%-6 5'/e 4 0) t6d 1 8)16d 2155 4,355 4 V5j&2 0 ; 5b75 t,855 75Q 4 04 * 4,795 I , Lt 7, f L. H00026-4-SCS6 5'4 12 6 c 5°1, 4 021 x 6 SDS (4) , x 6 SOS 2 375 ; 5040 5,16 5 I65 5 F,5 1,710 3,630 3 72 3.720 o.720 HGU528-4 ' 7'/i 1216Ww ) 4 ! (36)1fd-- (1211Ed 3,235 7,460 7,-060 7460 7460 2785 6415 6415 64t5 6415 Wit HGU028-4-SDS6 1 7 n 12 j 61ii 74 611 4 (201 1 x 6" S 1 (6) A x 6' SOS 4,020 8,400 8.aW 8,86W 8,860 2 8906,050 6,380 6,380 6 380 H E?10-4 9'/. 12 6$4 9 ,r 4 (46)lfid (1611fd 409ti 9,100 :.,'.00 91CU 9 r0 3525 /Y?6 182a 7825 7,825 li L17, FI HGUO2104- SD56 9'A 12 oAfi 9-Yisl 4 1 (48) Ile x6 SDS I (8)'4x6 SDS 4170 10,260 10260102601 0,260 a000 7085 7.385 7385 73&5 HGUS2124 1Ct54 12 bv/s 105t 4 I`W (Sfi)16d ( 20)1Ed 504 9600 9,fi0D 960D 9600 4335 8255 825518255 8,255 17 L17 FI, HGUS?144 12% 1216%. 12%L4 1 (66)16d- (22115d 5,515 1010010100101 0!19100 4745 B685 8,685[86A5 8685 4x Sizes LZ46 444 18 e`" a 4 2 _. .(16d 4) 16d 165 1,030 1180 i 128.3 1 6 S I t O n 8flu t 0 0 1 090 1.385 HGLIS6 4 e 12 3,1A 4Fe 4 (f116d 8)16f 2t,, 43J5 48,?3l S,7rIIAS 3?JO 4^0, 4,OfT4,79; 17,117,FI HHUS46 4 Y,a 14 Vy ..5nc 3 (14) 1&1 6116d 1,550 2.790 16 4 4 0 ' 261 1.1 i5 2,390 2. r :. F 2,925 ,6E5- H(i11046-S1S3 l. n 12 ;i 4 4 4 (121 a 3" SDS (41 .' x. 3 S"DS 1.635 J 04n ,: lf. ,,10., : f, a L.1, J QO ; 3,72 , 7?l1 I, .i,7?0 LUS48 44t 18 3W_ 6y 2 (6116d (4)16d 1165 1,315 1.500 1625' 2060 1,0001 1125 1285 11.390 1765 HUS48 6 % HHUS48 6 14 355e 7 2 # ( 6) 16d iE7 16d 14 3% 7'g 3 (22)16d 016d 1550 2.000 1595 4. 216 1. 815 4.770 196Q2470 5, 150 6, 440 1,550 1365 1555 1680, 1720 3,615 4. 095 14,415 2,115 5.535 HGUS48 61hc HGUOdB SDS3 7w4 121 3% 7'he 4 j 016)16d (12)16d 12 34i 6'A 4!1 (20) /." x T SDS (6) Yi' x 3 SDS 2,5s5 733 i 7330 7 33017330 6 415 6 41a 6,415 1845 5,280 S, 280 5.280 6,415 5.280 LJ 4' 0 E'/. 1fl i; n L: 1 8) 16d -- 6) 1Pd2877 14 osre 9 3 , oC) tE. f10:1cd 12 S?t rlve 4 '.. (46) 1CA 0G,16d 6,385 e1W I c 890 7165 91Of) 9 1 i0 1 s;}U 1 tif,5 1.78 93512f55 440 4335 5,483 5910 t 52o /825 7, 82 782, 6J85 7,925 17, L77, FL HHlIS410 844 HGI)S41087re3s45 4,(NS 5640 9, 100' H000410- SDS3 9 4 12 ` 35t 8'h 4 (28{ Y." x 3" SDS ('A" x 3" SCS 3,440 415 7,A15 7,415 7,A15 2.475; 5,3d0 5,340 S,3- 5,340 HCUS41?I 10TAa HGUS414 11T.4t 12 35t 10'/+e 4 I (56)16dr (201_1Ed 12j 35a 12TAe 4 ! (66116d j (22)t6d 519d5 5,515 960(J 10, 70010,100 9;1 0 96(10 9600 1000 10100 4 335 8 255 A x55 6 255 4,745L& A, 5 8685 A 255 868s 1. UpIJI loads have oeen increased for ward or cadnquake loading, with nc further increase allowed. Reduce where ether loads govern. 2, Wind (1 O is a 0owiload rat g. 3. Unim,,m heel deign( shown is required to achieve `.14 :able loads. For les- than. 4. -•.w,imcm hee4 ne T: i, see lerhrv:al bulahn T C-REDHFF_ at strongtre.eom. IFL `S d,crd cross - gram lers.or.. Tray l ml; allowable loads in aczoidance with ANSI/FPI--2007. Simpson Sttoa g-Tien Go,ne,31cr Selector " Software ncF des the evak,alvan ofcross-grair tens:on vi 4s hanger al,,aable loads, i-or add i,ioral nlorralicn, ;;cntacl Si- pson Slronq T e. S. S'.mpsor Svorg-Tie„ S.rcng-Drive' SDS r-eavy-Duty Connecior screws are petntinc,C to be nstalec through metal'russ plales as approved by the Truss Designer, provded the requirements a` ANSITPI - Seclions 7.5.3.4 and 8SO am met (ore -drilling required th,augh rc olale us ..q a r. ax mum c...l ?So' pi:;. 6. &long -Drive SDS Heavy - Duty .Confwtc screws th pe ,etrate all prer o' the suprxMiny girder (screws must pene- rale a r i nir* um. of 1 h',o the last tn;a r4y) mat, also be used to ransfet the loac th,oueh all the plies of the s oportno girder. Alnen Strong-DrFvc SDS -1e ny-Cray Corrector screws do no: neretra e al f3=s of the supposing girder t. Uss. sucplerTrertal Srong-D-ive SDS ivy -Duty CYx1e::ICr _ f^,w'S 9l th.^. hancx;r Vic it-x'S may W, reCLI reC M tr ar fet the k)c'ld tr r ,ss pliesrot pener3t,- 7y the fix.. "ste-ers, as determrw.i by the. Clesi nor. 7. The s;ppo ng g dyer truss mst have adequate tnlckness to accommodate ne row long h, so that th- crew eves net o-ctn;de out the back a the gYdF 3'- cr 4 n' 4o^.q SLcnq-Drive SDS Heavy -Duty Gavneclor screws may be substituted for the tcnger Strong -Drive. SDS Hea ry-Duty Corriecior scraas w,...It- no Inad reds c, S.I. cads show-: a` e based on min mum o• 2-ply 2x canyrng -amber for nailad f n ,rr5. With 3x !,,,, , yng sue r, I ,95 u, '. &: z 2'a' nails into re hider and 16d cromrncrs into the tors; with r:o Ioae redu7,7ion. With single 2x carryrl mambets, u.e 10: x 1'/," nails into the header arc 10d oomrnons into the loist.. and reduce the load to 0.64 othe table value. J. Nads: 16d = 0. 162' do. 9'4' long. See pp. 26--27 for othe;i n;a1 sizes and '.nformotion. 237 S,mpscn S:rong-Tie IN000 SIMPSON Strong•Tite Face -Mount Truss Hanger The HTJ face -mount truss hanger has nal patterns designed specifically for shallow heel heights, so that full allowable bads (with minimum nailing] apply to heel heights as low as 31/a". Minimum and maximum Trailing options provice solutions for varying heel heights and end cordilions. Alternate allowable bads are provided for gars itelween the errd of the truss and the carrying member up to 1B' max. to allow for greaser construction tolerances (maximum gap for standard allowable loads s la" per ASTM D1 761 and D7-':47). See technical bulletin T-GHANGFR_,APS at strongtie.com for more in'ormation. Material: 16 gauge Finish: Galvanized Installation: Use all specified fasteners: see General Notes Can be installed filling round holes only, o filling round and triangle holes for maximum values See alternate installation for applications using the H Tl_126 or a 2x4 carrying member or H-LI28 or HT'L 210 on a 2x6 carrying n-ernher for additional uplift capacty Options: HTU may be skewed up to 6752 See Hanger Options on p. 239 tot allowable loads. 1 strongtie.com Codes: See p. 14 for Code I2efeience Key Chart Min. heel height per table HTU26 truss and carrying member HTU Installation for Standard Allowable Loads For '.i' maximum gap. use Alternate Allowable Loads.) Typical HTU26 Minimum Nailing Installation PS:: prcdic'o are a.aJ %ix3 'CillslalaJal with I'b S4•o.Y4-Dnves S. Corned3t s,cr1, V. Sce JD. S. C tot wrote h101111.311or1. Standard Allowable Loads (1/V Maximum Hanqer Gap) Alternate Installation — HTU28 Installed on 2x6 Carrying Member 14TU210 similar) Model ! Min. Dlmensions (m) I Fastenor5 DFfSP prowaplo Louis SPFIHF Allowable Loads Code No. HeBI , Carrying Carved UpNft Floor Snow'" Root Wmtl Up1At Floor Snow Raot Wtndd Ref. Hetght I Nt j H` B Member Member (160) (100) (116) (125) (160) (160) (100) (115) It25) (16 L_........_ _ _ _._......___. _ _ Single 2x Sizes HTU' 6 3 h 1% 5!K 3 h I (20) Ifxl 11) 10d z 116730 2,940 3 Q45 ! a 045 3.545 630 1 920 1 920 .920 1 1,920 HTU26 (Min.) E 37/e 1% 5'/ 31h 20)16d 14)10d x 1'h 1.250 2 c40 3,200 3 200 3,200 1,075 2,015 2.015 2 Ot5 2 015 ItlU26 (Max) fi 51h 1 % 51/* 31h(20l 1Gd(23) Od x 1'h 1555 2 940 1 3.340 3 600 4,010 1.335 2 530 2 870 3,095 3.450 1- I I! L128 rM1`io.) 3.4: 1 YE 7'h I316 26) 16d i r14; 1 Od x 1 1 3 3.120 3 8k 3,89 3 8°5 1 (Kill 2.920 2 9?0 2,92) 2 9<f1 , 1 FL H' U28, Mar 7 1 % rHTU210 (Min) I 3rh t % HTU210 (Mex 9 /. 1 % I +Ec3 9Yk 91± e h 3' h a h 261 16d 32) 16d 32)16d 126) 1Od x 1112140 14)10d x Ph t 330 12) 1 ud x l fi" 3 3t5 3 20 4, 355 4, 705 4 34t 4 680 4 355 4 355 5 345 5 760 5 35 4 355 5 995 1. 840 3, 285 730 i 4.625 114u 3 2fi5 3 265 3, 265E 2 850 4 045 4 595 4,955 4 675 3, 265 5155 Double 21r Sizes HTU26 2 (M n) 3Th ! 335s 5%c 3'h (20)16d 14)10d t 515 2,940 3.34G +,600 3930 305 2 465 2 465 2,465 2,465 HTU26-2 (Aiax 1 5 h 39"s STSe 3'h (20) 16d 20)10d 2175 2,940 3.340 ' 600 4485 1.870 2 330 2,870 3.095 3,855 HTU 2 8- 2" 31Ast i• t?LIIC! 14:10d 1530 3".20 z 4310 4 . 1' 4.310 1 1,3_'S S 3.2,S 32,15 2s5 r LFt rH TU28- 2 (Atax 3kE HTU210-2(Min) 31A 3 e 714E 3 h ( 26) 16d 9h 3'h ( 31 2116d 26) Od14) t(kl 3.485 1755 3 620 4705 4 34C 4 680 5 850 2,995 48iS 4615 4815 151013610 285 730 3G10 4,02 3, 610 030 3,61U HTU210- 2 (Max) 9'4 3 a 43 Y. 3'h (32) l6d 32) O1 4110 4 705 5 345 „ 5 760 7 20Q 3 b35 4 045 4 595 4.955 6190 Tire rnaxim m la-ger cad is measured between the pis (or truss) enc and the carr, ing^:.em;rer. 2. Minimcrr t - el heights ieyi Ter; ic'r full abde brads are basW un a rniniirum 2.' 2 pi'. C-,. 3. Lkirft has been increas. o for wnJ or eart'xluake bolding with 3 `irthe:• increase _Jlcwed; !ed;.^ e where ot!':er loads govern. 4. Worm 116%" is a dnwnloic rate . 5. For hanger gans :neweer `:w and 'n , .;Sri, the ALerrate Alrwabk; i.Cads. 6 r . CFrnd r r )55-gran tr, r sinr, may brut alowa le loads i ; t rnr;:anrs with ANSI L' I Gonnector selactor Software inclines the evatjat:or of cross-grar terson in its hanger aloweole, bads. For additonal information, Iontael Simpc.on Stra-g-Tiu. 7. Lo„cs shcwr are based or a mini -mu— 2-aj 2x ca'rying n etnt ell% Fo, single 2x Cam7ing mernrers, use N10 (100 x i 1h') nails ir'o the header arx. exiu r, the alowable download to 0.7 C` of the table value. T^e aVwable Upl ft us ' OC?° c' the ladle bad. 8. Nails: 16c = 0.162' (k,. x 3'.z long, tC;d = 0.148" dia. x long, i y x 1 7,' = 0 .48' da. x 11,4' long. See pp. 2r2' `or ofner nail E17^\ ?rut intn: ^•, rt nn. 238 UPDATED 04117/ 17 Simpson Strom -Tie good Constrwctior Corin ctors LS: PSON old gTie Face -Mount Truss Hanger (cont.) These products are auu,oved !or install at,on vnlh pie Stony -Drive"' SD Go. ,actor saew. See pp. 39-4C for nx,re inforrnalicn. Alternate Installation Table for 2x4 and 2x6 Carrvinq Member i Matlel i MinimumHeer , Fasteners CMon T DF/SP Allowable Loads SPFIHF Allowable Loads Floor uplift 0) Sna; (10)) Code Rat. Nn. He MemberMCaber Member 100j 5 (i25i3oo) 60 i (i6 11 fnd10125) Root HTU26 (M"r 1 W 3 h (2) 2x4 gr 10)16d C 4) 10t. x 1 h' 9251 1.47C 1,670 1 1,80C.2.040 795 1.265 1.435 1 510 1,755 411126_(41ax.) 5 Ili 2) 2x4 10) 16d 2'J) 10d x V' 1,310 1,47 1,670 1 oUL ', : 250 1.125 1,265 1A35_; 1,550 1 935 17 tf 7, H1U28 (Max,) 7Yx (2) 2x6 2t?) tfd 26)10d x i h" 1,970 2,940 3,340 0,600 3.905 1 69a 2 5 i0 2,870 " 3,095 3,36( HTU210 (Max j 9 d ( (2) 2x6 20)16d 32)10d x 11h" 1,7fip 2,_ 40 3,340 3,600 3,905 j 2,375 1 2,530 2.870 1 3.095 3,360 1, See table above for oimemions and add tional footnotes. 4. Nails! 16d = 0.162' dia. x 31h' lonq, 10dx 1. Il = 0.145` d"a. x , 2. tvtaxir•:um hx,ger gap for the allarnate nsialalio,. is W. See pp. 26-21 for otter nail szes and nforrrs3110n. 3. W nd (I KI is a dowrlkad rating. Alternate Allowable Loads (1/2" Maximum Hanqer Gap) Model Min Dimensions (K j Fasteners - 0F/SPAibwable Leads SPf/HF Allowable loads Code He, H rM2o6 - Heel Height 31h W I H 7% 5'xM Carrying8 =Member 3Y: (1D11fsd Carried Uplift Fbor Snow 1 Roof I wind Uplift Floor Snow Root Wind Ref. Membor (160) (100) i (115) { (12s) " (160) (160) (100) (115) (125) (160) pli 125) Single 2x Sizes it 1) 10d z 1 h 6I0 213S t 2 13S 21sS [ /3S ! S/S 1 72S 1 12S 1 !2S 1 /2S HTU26(WrL) HTU26 (Maz) I ITU2 (Min) HTl,2.(ftax.i HTU210 (Min.) HTU2t0 (14az.) 3'h 5 rh 3 A 7. 31A 9'J, 16A ,9%, 14i 5t4c 1 % / aw t?{" 7Se+3'h 14i gy. 4b 97e 1 31h" (20)16d 3'h {2D)16d 31.h 26) '6d 61,6d 31h ! (32)16d 31fz (32)16d 1410dx1'A 1175 2940 3100 3100 3100 tOtQ 1,905 1n55 1955 1955i } 1 ._._ 20)10d x 11h 1,215 2 $40 1 340 3 fi00 3 760 1045 213 70 2 3 0 2.370 2 370 17 Id 1Od x 1'f 125 5 0 _ ;: 770 e.770 3,770 470 2_8vb l 2 825 " 2 E25 825 L17. 26'Udx1_'h' 1920 382t1 434„ r4680' SO1S :,285~3,730 3765 378 F` 1 14} 1 Od x 11 i 1250 3 600 3 600 3 600 3 600 1 075 2,700 2 700 2 70Q 2.700 32110d x 1'A 3,255 4,705 5 020 a 020 5 020 t 2,800 a 7 -5 3 765 3,765 3 7&a Double 2x Saes HTU26 2 (Mtn 1 3'h 34is 5'Je 3 (20)16d 14) tOd 1 515 : 2,940 3 34073.500 3 5001 305 e,205 2 205 2,20 2 205 i,2055HTU262 (Max) HI U2 (Mllmi HTU2 2 Max) HTU210 2 (loin) 5'/. 34is t A 3,1Ao 7 3- 31 3M, he 3 4 " (20)16d (20)100 7 /p 3'h ?6) 161 14) 10d 7s9F3:4 26 f,d 1 (26) lob 914e 3 h I (3<^)16d ttb) tOd 1,910 1.490 3 035 1,7S5T 2 940 j 3,340 f 3,500 ) 3,500 1 3 PC 3 9SO 3,980 3.980 3, A0 4 34n 4,680 5,555 4 ^ SS 4 2S5 j 4 255 1 -0 2 1, 645 2,205 2,205 2,205 1, 280 i ',98b 1985 298S 2,610 ? 2A , 730 4,029 4165 i 510 3190 3190 3,190 3190 17, L17 1: HTU21p 2 ( Max) L 9/i 341 91ro 3'!: ; (32) t6d (32) Joe 3,$SS 47QSy5345 5,780 6470 y i 315 404x 4 S95 4,855 4.855 ee :able Ic:o!,cles or. P. 3.9. Options: See Hanger Options information on )p. 121-123. Skewed Seat S.ewable. up -,o 67',1 Available in single and 2-ply size. No bevel cut tequired. Allowable Loads for Skewed HTU Hanqers Model No SkewAnglo Degree) Fasteners Carrying I Carried Member Member OFL/SP Allowabre Upw 1331160 Loadsl•' Download 100/ iff 25) HF/SPF Allowable Loads ' Uphill Download 133/160) ( 10011151125) HT026 HT1126 51 S1 67 4 S16/'h Q0116d ! 04 Od x 1 S t'0) t6d (1 (tOd x i h 2t, 16d 201 1Gd x l b I q 1Od x 1 fk 1 315 970 2 015 7 465 2,945 r 2, 595 f' 060 2 S1S 1,130 2,550 835 -2230 730 2. 630 1 280 2 420 H l U2 t (1- c S 51 67 ft„ 26)16d 321 16d i_ 76" 10d X V 32)16d f 2) 10d x! 1 715 2,005 s 75 3 040 _ j 2 332, 730 f 725 2_ 615 Y HTU26-2 5 51 671h 20116d 114 'Od 20) i6d=(12) 10dt3;i AID 2555 2. 700 1. 14S 2, 200 955 2,320 HTU28 5 51 67 h 06)16d ,2011Sd 26) (17)10d 2470 1,710 3, 890 3, 776 120 3,345 470 3 HtU210 2 51 St-67' h w_ 1 132116d '26) i ud 32) t6d (22) tOd 3,600 2,255 i 4. 935 4 t90 - 31,;0 4 245 1940 4120 UO I bads h. ava Lxaer I: c"nased tar wire,: ur 3. Vv XIInu h<.ny:.r yap between end of jots! a" k1 'a,. u earthquake bach-9 with no further increase carryi q me^.ber s 54'. akwei. Reduce vdt,ere other bads govern. 4. Nails: 1 P:d - 0.162' do. x 3'12' bnq, 10dz 1 !h - 0.148' dia, x I brg. 2. Alowable dcwnbads may 01 no increased. 10d _ 0.148' dia, x 3' brig. See pp. 26-27 for other nad sizes and information. flange A.. Acute flange , 2 side 0" 1' Specify angle Top View HTU Hanger Skewed Right a 51 r a 0; ' D.. u° Speedy angle 01° to 671h" Top View HTU Hanger Skewed Right L 51' M 0. 0 239 Simpson Strang -Tie Vl'eod Construction Gonnec!ors SIMPSON ie Adjustable Truss Hangers REa W This product is preferable to similar connectors because of a) easier installation, b) higher loads, c) lower installed z34cost, or a combination of these features. The THA series have extra long straps :hat can be field -formed to give height adjustabdily and top Flange hanger conveniance. THA hargers can be installed as top flange or face-mot_int hangers. THA4x and T11A2x-2 models feature a dense nail pa fern in the straps, which provides more installation options and allows for easy' op flange insulation. Material See, table Finish Galvanized. Some products available in ZMAXI coating, see C it msion Information, pp. 15 ' 8. Installation: Use all specif ed fastenerssee General Notes. The following installation methods may be used: Top Flange Installation — The str.eps must he field formed over the header - see table for minnimum top flan, le requirements. Instal top and face nails according to the table. Top nails shA not be within Y." from the edge of the top flange members. For the ? 1 IA29, nails used for joist attachment must be driven at an angle so that they penetrate through the corner of the joist and 1111 the headed: For al other lop flange installations.. straghten the double shear nailing tabs and install the nails straight into the joist. Face Mount Installation — Instal all face nails accordinc to the table. Net all nail hots will be filed on all models. in dnodels Where .Tere are more nail holes than eauired. *,he lowest four face :Toles mus. he filed. 'Jail, used for 1he joist attachment must be driven at art angle so thal :hey Jed etrale through the corner of the last into the Imader. Attemate Installation — The THA 4x hanged,-,; may he installed in a top flagice configuration using the Tabulated fasleners for face. mount insialatan and achieve the face,-rtxxmt inslalaticn loads. Instal the: tabulated face nails into; the face and top of the carrying member. Nails used for the joist attacnment must be driven at an arx)le so that they penetrate through the ccr* et of the joist '. nto The header. Uplift -- Lowest face nails must be tiled to achieve uplift loads. Options: THA ban( is avA.ible wI) the headoar flanges him(A in Ice JW (except IT IA413) and large,, with no lead reduction - order T1iAC hanger. Codes: See D. 14 for Code Reference Key Chart Do,,cte- % ouMrShea• Nailing S' 1Fcd & de Vie.\'r Navin Do,) Top View ,,,,.... bend taa Null x . 1+l. for i IHAU22IV1end 1HM22-2 A iHAd26- 2 O D I m- t w Teniz THA29 J f UV"'THA418 UVI/THAC422 Face nadb Top mitt per table par gable Cou61e 4x2 - Use lull Dole Value Single 4x2- See lootnote 3 Straighter the double Shear nailing labs and install dctls straight into the Joist Typical THA Top Flange Installation on a Nailer except THA29) Alternate Installation of THA422 Dodne Dort; . S...ea, Nadln S dc Vow j.4Vn.( 31)N+nr rnoc$els) U.S, Pate," 6.003.58C 2 face nails flotal) 4 top nails Total) 440- Straighten the double sheat nailing tabs ano instal nails stra ghi Typical THA422 Top Flange Installation on a 4x2 Floor Truss Mount Installation Typical THA29 Top Flange Installation e to 6 130 Min. header depthIL 229 Si npscrl Streng-TIe 14/00o Cjrtstrucfion Connectors SIMPSON a nr ie Adjustable Truss Hangers (cont.) A 230 Trese pmoucts are : v,,Aable wish addatonal corros 1n prolecaion. For more in'orma1,on. see p. 18. Dimensions ( In,) Fasteners DF/SP Allowable Loads': SPF/HF AllmwBble Loads Model 6a Min.' i!(Heinr Carrying Carridl No. W H ' C Flange! Depth Member Member 1 `---*------- — - Top j Face Straight -- Slant Code Rat. UWFloor160) (1pp) now Root Wirxt it51i125) (160) i. ... :... Upgft Furor 160) ( 100)(125} Snow Roof 'Wind 160) Top Flange Installation' TIIA29 18 1'k 9 5111 ire --- (4) 1A (4) 101 -- , (41 1'ld 5(-C 12 2601 11'.61, 2 310J M 2,150I 480 1.740 1,785 1 6 5 1 c1 I THA213 THAtiB THA218. 2 THA222 2 THA413 18 16 16 16 18 1% 131,,,' 6 5'6 1h. — M)10d(2)10. 0' 3dx1rz — i i tl5a 5'h 2 — 1 (411 d'; (2) 10 (4 0d x t ' 3'A 17'Yaj- 8 2 - - (4)16d+(2)16d (6} 10d — 31re 22; Sa 1 $ . 2 (4)16d l (2)16d (6) lOd s% 1314a . 4'A 1 ,; — (4) 1fd (2) 10., '... (4) 10d — i i. 6151,615 1,615 515 ' 61 1,615 1.615 2,245 2,245f 2,245(2 245 2 24$ 2 24512 245 u 2 245 t...: _... 615I'. 635 1 u15 1,615 1,280 1 280 1,935 1935 1, 28011, 280 1,280 1.280 1,935 1935 1, 280. 1.283 1,280. 1.280 1,935, 1;935 1935 ! 1935 1,280 L280 18, T s THA418i7HA422 16 if 1 --... . . _. -. .... t fz PA 2 — (411Cd (2) 16u 0 10d r4 22 Tk v — 411+d' f2) 161 (6 10d — 2 2Z5 ' 2 5 7.24, 12 245 2 245 2.215 2,24 1,935 1.935 1 ya5 1 935 1.935 1,93511 Si5 1935 111A426 THA422- 2 THA426214 14 14 3= w ? F 7% 2 — (4) 16d ': (41 16 1 (6 16d 7..., — 7 . 22' / a 93Y 2 - (4)16d (4)16d (6116d ! 711 26Yre19+:. 1(4116df (4)16d 4 (6)16d u003330333303330 42.• '2. 42.. J 4.i5. -,4 S 3 330 3 330' 3 330 3 33D i 2ba.• 2..095 2 865 2 865 865 2865 2 09,^. .. 2.0% 2 865 2 865 286512865 170' 1701 Z Face -Mount Installation` THA213 ITHA216 THA218- 2 T HA222- 2 THA4? ; 18 18I IF, 1 16 16 Ic f 16 14y'4( 16O' t, S 1t }re 5, i 13+ie — : 04110,. (4) IOd 1?is t/ 14a 5`: — +774e — f 61`01 — 14113d i''A 17 Y. 8 74Ma (22) lfxl' — (6)16d 3',k ' 2244a 8.. 14 46 (22)16 i, If )16d 3X 1; 5a; 41F- — 13dp — [• 4V 'th — (4) 10d ff r 7i 714 I14'ha — (221 l6d 161 16d 22 Ih 14 A, — f? )t6d: (6) 16d ii 26 7% 161,.e I — 30I16d — (6) 16d 7,4122 k 9% 1634a (30116d _ (6) 16d 7Y.II2fiYa; 9 i — 18 (38)16d (6)16d 3 11701 1. 170 I 1855 i695 3, 69a,3695i3,695 1 8fi5 3 695 3.G9a 164 { 3,695 1 170 I ; r41' I2.? i. 2 40;1 %,4 I r 1, 8.,5}3 69' 3 69 'i C,95.3-695 1,855 3695 369 0695 3.695 t,855 1, 85' 5. t6D 5<52p 5,520l5,52D 1,855 5: 520 5V520 5520,5,520 1 740 1, 7iTHA29 80 .. 178()! 1 1595 3185 3185 1 195 185 71fS i 780 16f(' L^. 10 t 1595 s 18e 3 iR5 1595;3185L31851 1595! - 1,5$ 5 4,d40 4,745 1,$95 4741, 4,745 118513,185 Ilk, 3,185 0 2.210 18ti 3 I8 185 318s 4740 4,745 4,745 4, 745 18 1 170; 170 ITHA418 THA422 ITHA426 THA422- 2 THA426- 2 16'= afi 1A id 14 I. llol tl nas heen nr•onsed 6'J'., 'or wand or .I, ru .ke IC dAwg w:'h or, further v1c P:;e aBow d, red..1c:e v.T •P ^tner bads oovem. 2. Wvld (1 , i'' IS a dr:wy lra: ri]tlrlg. 3. For sing4. 4x2 top :;Hord carrying ^-:emoers cr single ?x nailars, toe Iollowing THA hangers .an twa irstalled .:sing 1Gd x I 1,4" top nails and i2) 16e face nails wino reduced allowable loads a noted. THA4'8THA422: 15IC. ' O rS?, '.,215 h.245 lb. for n '; ,S50 If,,...:^. S- THA422-2?HA426 2 2,? 45 It,,. f, ;lF; o 2 f`5Ih, fo: P Loads are oacec, on (.ringer rx, .N. -s at , nnel p.;Ints. 4. Pace -mount Installation loads are based on 11.muir) of 2-ply 2x (-,arry.nc member. I or srgk, E•x carrylnc members. use 1Cq x 1112' nails i» to he caging -embe' and tabulated faclerers into t.^e calf d rrtiombc% anc use 0.8G of the table value for 18 gauge, and. 0.68 of ire table value for '.6 gauge arc 14 gauge. Mln. loP t lange re era lc. Ire m rI n langt. ;I crap that musl be fielti form. . over the header. 6. For IF • THA N r:uo4s.. Ones ,.p rrcy be Installed ver rally accord to 10 the :a' . •ttt.rnl njA ng -e!toirements anc th_ other strap wrap^ ed over e 1".:es hc.;d ar•Qlding ".o tie t ,- flange 'lalkrg requ e—e-t5 See (aWll nn f 22i:) anc a hieve',AI'.acakileo top Raige. insl :& f r loads. 7. Nails: '6d = 0.162' Ua. x 3',,' long, 1Ck1 = 0.1>8' d4n. x Innq Od x 1 V = 1). 148 d . x 1'@" k rn1. Jer; pp. 26-?+ !a u r ler nail si7E nd ki'c i6 rn. Simpson Stror!g-Tie. Wood Constaicrion Connectors Skewed Truss Hangers Designed for 4x2 floor trusses and 4x beams, the THARP_422 has a standard skew of 45`. Straps must be bent lot lop flange installation. PAN railing helps eliminate spitting of 4x2 truss bottom chords. Material: 16 gauge Finish: Galvan zed Installation: Use all spocifk. d `asieners. see General Notes Straps must he field -formed over the header a minimum of 21re" Minimum and maximum: nailing configurations available — see table for nailing requirements Codes: See p. 14 =or Code Reference Key Chart THAL422 Typical THAL422 Installation with Minimum Nailing on a Floor Truss with Double 4x2 Top Chord Model No Dimensions I (in.) Ga. I Min. Top EffectiveChardonhHeight Fasteners Carrying Member Carried Member DFISP Allowable Loads Uphtt Floar I+ j Snow dd now SPF/HF Uplift Allowable Loads Floor Snow Root Cade! Ret Member Top Face Straight Slant 16D) (100? + {115) f (125) 160) 104) (115j 125) W H C snlle 1x2 71 Ud x 1 :. I od x i :/i' 1 ( Mir' 2) I l ld x l ' I l0dY1 Yi' a a `xa aan 7`s rss tl;a,ta 2 rf1n.; Ili 31e 22% 89to 12 I<I 1.515, I '.570.. 1,315 315315 IS 1 4.2 > 17 0c d x :'h" 1,090 1;90 ',09C' 935 935 F_ 9o5 THARfl422 Max.) t6 3 f 2T9 i 0 Double 4r2 9 min. 1004)(8)10d 1)10d ( 2) , . 10d x 1 fr 310 1,fi 5 1 fiT5 1 G75 265 1,440 1,440 1,440 1, Upli", has beer. increased ±or wri cr ear,hquake kadmq with. no - tthe. inc ea e alowed. re.^•1,. e whe-e olh b nS gerverr. 2. Rocf loads are 125 ;r floc I -ads r;nk., I ..i!, by the cme,O, I P.or bars may be adj "ten Lnr 1.1 oura'ot 6 aecording to the Code provided they do not excee osa I-,, the roof column. 3. Wne,e the tog of the carried rnamber is ` ,sh v rh the top of the carrylnc ^e—her, Hop +s eQj:"I to the ,^.anti. & the carrier member. Othewise. Non steal be rreasurec. from !ne lop C! the hearing seal to ,ne top or toe canyfnq member. 4. Nails: tild - 0.148' do. x 3' kne. led x 'h' = e.`4c' da, r 1'h" long. See o^. 2&-27 for other rail szes are irlorm ilion. 0. 241 t t Sinlpsor: Strong -Tie Vlrood Construction Connac±ors siffP.30i1 THJA26 .' Truss Hip/Jack Hanger The versatile THJA26 can accommodate right- or left-h:arld hips (at 45-degree skews;, and can be installed before or after the hip and lack. Can also be used for doable (lerminall hips. Material: 14 gaugo Finish: Gakranized Installation: Use all specified Fasteners, see : r,inerA Notes. Al 'nuninl . rnemberS must be'astele:d logether to act as a single unit. Shall be attached to a double girder truss to allow for required minirnum nail pene:rat en. See footnote 3. Options: Thrivi hangers cannot be modifirui Codes Seep. 14 for Code: Heterence Key Chart Fasteners THJA26 a ac ryp. workingpuint Top View Right -Hand Hip Installation Model ------ — — Carried Na CarryMeCarried 1 Jack #ingMember Typical THJA26 Installation Working point Top View Terminal Hip without Center Common Jack Uplift 160! lisp 120 2.010 2310 2:450 14S6 5r::. THJA26 201 16d (6I IOd x 1 ry (4`. 10ti r i s .lack 240 610 r —Tod815 '1 81S 195 L .._.. - I Total 2160 2.f.,80 3.080 2 3 6S 3.26. 7 PS JpI11 load.., h ive hr•..n rx:reacerl fn• w:rxf ..r earthquate t-ad ng w th rn f.r^ha, -,tease allnvred; racu:; e whore other ksads govern. 2. 4b'ind!1Eli 's a dom,luad re'ny. 3. - cads shown are oaseo on a minimum :21 2x6 carrying —ember For sirgle 2x carrying-e"bers (min_ 2*6 . use 1.Od x I nail and use 0.67 of the table value. For i2 2x4 ;a•rying me -hers, muhiply t:re download by 0.50. 4.' 6d s rakers :1148' did. x 3'/.' long; may've subsfitvled to -he spa if:ed ' 6d cc n ons at n 9.,. o' the talk: bad. i. Tar Aatocl hin, and k)nk aRowahle, loads a6&. c ra 7 ' o'. the Intal k.)ad is d cinhr fed IG the hip :end :?h to :he jack. It s perrno-ed tc distrbute 6--% to 85'X. of e abulared -oral bad to the hip, and lie re^'.tu rq percerla .e of to gal Lad to *he jack. The comblre., hn ana ack food may not exceed the pubil shed I`Ctal'_wc.. 6. ` or terminal hips, dn;iee'ne total aBowatle Lad by 2 to oetermine the alowi-)V- bad for each •?ip. i. Tn;ss ,hord cnss-grain tensk may lm:; allowable, Inds in x=rdance w.th ANSVTPI I-: . rx` Stin:-:q-Ta.• S hxlor SO hware inrl des 'tx; evaft,alie, of t ,Sion. in r.. s hanger allowable lodes. For addi'ional ir'omlahon.. co^tact S mpson Strong -fie. S. Nails: ? 6d = 0.162" c a, x 31h` Icra. 10d x I W = 0.148" die. x t'ri bnc. See pp. 2ti-27 for other sail s:7es and nfcrmatto,.. SPF/ HF Allowable loads Code Floor Snow Root Wind Ret. 100) ( 115)„ 125) r (160) S8E fi70^ 100 ; 100 ItI , t 2320 2.670 2800, 2 800 0. 247 I VALLEY FRAMING & BRACING DETAIL Lumber Size and Grade Minumum Requirements TRUSS TRUSS UNDER VALLEY FRAMING VALLEY RAFTER OR RIDGE Cat ~CRIPPLE ripples 4'-0" for 30 psi (TL) and 20 psf (TD) Max. the cripples for each row starting from the valleys or sleepers working Inward to the ridge board so that Cripple locations are gored between rows. 7vP) innection Requirement Notes 2a6 rafter$ to edge 4 16d toe -nails Cripple to ridge 4 16d toe -nails J Cripple to rafter 4164 toe -nails 816d face -nags j Rafter to sleeper or blocking S 16d toe -roils Rafter to two 2x6 sleepers. 4 Slid toe -mils Sleeper to truss 4 16d toe -nails Two 2x6 sleepers to truss 3 16d toe -nails each sleeper & truss Ridge board to rod block 416d toe -noes Ridge board to truss 4 ifd toe -nails Pullin to (Typ) 316d toe-naib Truss to blocking 4 16d. too-mib Truss to Cripple 4 16d toe -roils Truss to Cripple 416d toe -nails Cripple to Pullin 316d toe -nags GENERAL NOTES CRIPPLE, BRACING, & BLOCKINNOTES 13. Collar beam to rafter 416d toe -nails G NOTE: 16d (0.162'x3.5`) COMMON NAIL4 ' Purlins required T-0" O.G. in absence of plywood sheathing. .2x4 continuous Lateral restraint (GLR) min. is required br cripples 5'-0' to 10'.0' long Trusses without sheathing applied must be evaluated accordingly. roiled wl2-10d (0.148"x3") nalis. Or 2x4 "T" or scab reinforcement nailed to ttal edge Purlins should overlap sheathing one truss Spacing minimum. of Cripple with 10dr0128"x3.0") nails at 6" o.c. " 1" or scab must be 90% of crlppt• hngtrt Incases that this is Impractical, overlap sheathing a minimum Cripples over 10--o longaequrs two CLR's or both faces wl'T" or scab. Use s rase of 6', and nail upwards through sheathing into Pullin with a graded lumber S box or common nails. minimum of $-ad (0,131`x2.S") common wire nails. -(arrow edge of Cripple can face ridge or rafter,. Effects of not providing sheathing below a valley set as long as the proper number of roes am rust be evaluated by the building designer. installed into ridge. board Thisdrawing applies to valleys with tin following conditions: -Install blocking under rafter A sloepers are not used. Spans (distance between heals) 40'-0" or Less -Install blocking under cripplos it oripplos QA between IIleximum valley height: 14'-0- lower truss top chords and Lateral bracing Is not used. j Apply all nailing In accordance to current NOS requtrsrnents. Maxbnum meanrcofheight: 30 foal ' Nails are common wits mite unless noted othamtl a. AKE 745, 140 mph, Enclosed, Cat 11, Exp 8,1=1.0, 1Qt-1.0 - -Of e y` I r A Maximum of ASCE 7-10, 130 mph, Enclowd, ExP 0, WILD H. iA'rM. - /ll/111f vI (/ ( A) i(B) (") t ,orr rn „ ZED "M #"',= MM N"LLMi 1 No. 70t361 e TC L L 30j 30 40 54 PEr VALLEY FRAMING rw.rn r+Pa'e erev.n Dori e+. roYtuNy, r+.r.+e. M*os+o. Mars u+e eern:w a rra.. w re•.t .atsv..r ectt or+,e r s.r.ey r„r:,..m,,, by m . ..ar.+ p.L. ZY . ars•r m —feriae orre r,ortwhs b.s.a.fs .ire L'o.h.e t on "r a 0 are i TC UL 10 20 7 i DATE 10101114 DRWG VACNV1i301D15 tehir•s ,YtN etnefsfse, tap cneN Lea n.rr preprNr.tt•tlad servstv.r an.atrta w t0'°n Ce{.. La+ b. e tie. t.x.t a • ,rn. r: ee .an.nf .ee . .r:.. tz... BC DL OI e U 0 I(1I Ii1\1 I ri d OUrw. e t.noro t+.tatwe p•r mien », s7 .r as0. r .aWb.sr.- MWr a•te so t•ph a a .. rw oe im a. .. e w a u.r .Ar t a.an., w.•ss .t.4 .eh...` z i STATEOF ,; Q" BC LL C:, 0 0 0 L`er JL'n et ttwaa wvrr wryr w s+•rar t4t4=t rum-. d.a s.sro.,;s r, ., r. h.. .' . e.at . ...rt i ,xtt ,.t r> . a "b°'6 O IO f01 LU.30 OO 4? 67. roan t r,r.ckp a srtsws. .a" A .oat w Oas1e,'.fe,a >. •rt.. WP 4ftah0 tr4 M1'at4i ehACa1l1 .isrptnn.s a ivrore..YeW -y rt....• sr$ • r ! t' Dv: i'v, 1., 1.1 5 lit l*,. Chnnf isrcq.ucacrsrRnt.V srtorw.uen ifs 1N{ JW'. eerar'.t inter w ti,.x see }few r..amf.. nf,v tva ....tpnaws, eau ....m fsrara is ...s:af.w SPACII:G SEE Ai3UYB Cracked or Broken Member Repair Detail Load Duration = 0% Momhor forces may be Increased for Duration of Load This drawing specifies repolrs for a truss with broken chord or web member. This design is valid only for single ply trusses with 2x4 or2x6brokenmembers. No more than one break per chord panel and no more than two breaks per truss are allowed. Contact the truss manufacturer for any repairs that do not comply with this detail. B) = Damaged area, 12' max length of damaged section U = Minimum nailing distance on each side of damaged area (B) S) = Two 2x4 or two 2x6 side members, some size, grade, and sppecies as damaged member, Apply one scab per face. Mirl wm side member length(s) = (2XL) + (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', mitt) Into each side member. The maximum permitted lumber grade for use with thisdetailIslimitedtoVisualgrade41andMSRgrade1650f. This repair detail may be used for broken connector plate at mid -panel splices. This repair detail max not be used for damaged chord or websectionsoccurringwithintheconnectorplatearea. Broken chord may not support any tie -In loads. s 4 4' o.c iTypicai O + O + CO + O O + O + O + 0 + t 2' F Stagger Back Face IOd Box (0,128, x 31, min> Nails, Front Face 2x6 Member - Doubt Roww Staci ere Maximum Member Axial Force Member Size L SPF-C HF DF-L SYP Web Only 2x4 12' 620# 635# 730# 800# Web Only 2x4 18' 975# 1055# 1295# 1415# Web or Chord 2x4 24' 975# 1055# 1495# 1745# Web or Chord 2x6 1465# 1585# 2245# 2620# Web or Chord 2x4 30' 1910# 1960# 2315# 2555# Web or Chord 2x6 2230# 2365# 3125# 3575# Web or Chord 2x4 36' 2470# 2530# 2930# 3210# Web or Chord 2x6 3535# 3635# 4295# 4745# Web or Chord 2x4 42' 2975# 3045# 3505# 3835# Web or Chord 2x6 4395# 4500# 5225# 5725# Web or Chord 2x4 48f 3460# 3540# 4070# 4445# Web or Chord 2x6 5165# 52800 6095# 1 6660# Nail Spacing Detail tsdwnwreo Twi newon tarWAK. ntaetN mat OMM 1D XL fDOWTaa aia.ute 7.E DISTAtLDK. twty'M. fW h If7Y'Ketep, hu'w.a. tetMq W Erf[ / W Idt— 1M WU'A yt./t Iltleri of aCtl Ou1.aYp CwpprM SNtly 4,r!*.tMn. by i/I W fKN Itr .Nrty yp+ stle.t Ypr' b .rferN+y tMf. /+ncitr++. GutWtn elrll prwbl. tnyYfry er.e y qr i[.p. V, e f ,ofed .tMrW., tte c/+.N flrtl Hfw ereetww Q L—.. D soChfrNaWMMuwvf ..bN 'y.Crp1ee1ps0fltrMlsly W.qtltet6KlMtrd p ledtO]N rOh.- utId r .pPg.Y-CeY.n.fitIrf4/swtbttMeN.oWwtJ o hswittl.atr ftr..nnb w, wlbw .4ma tN . bMtatts4, wIN rot rM.t• Mffr b M+A+Ot iWt Ier stelWrd p1eM peeltfsr AIPM, . irhl.n N ITV WlY` (erywnlnts r inc s/r9 rot Yt rnpenaMt IM Mv1.Yo+ h AN flW CWFAW ltH. a...p, ero /.tw to tiw w t..rf r. caw o,,w,c..ro wtiinn 6 or ror *..w wvWw. tist.aotiu, . erwro ' a,.ff. ar.f ti..,p .,ac.tes .cc.etana aIPIe•• w wf..f.N+omraYme1we.+r0 r uwr t•+wo r . --v . P•' •Sa ,M f> eny . tt AxS1R f 13389 LV,@*W D" Ior nY. in/>rotlw, str HW )a!' f e•^• r• t.r PP e. tM ViI • 1tM, EMh Cty. MO53045 .l.refi .+.wtae+Nt.<eiV tPw m..tPyrtaryi SK...w.rscFAsvysp, ) tG ...JKwhsp SPACING 24.0' REF MEMBER REPAIR DATE 10/01/14 DRWG REPCHRD1014 4S RECOMMENDED SHORING DETAIL x 2l ObM t I I POSTS @A40n0"rQ.c' NOTE: IF PALLETS OF CONSTRUCTION MATERIAL NEIGHING MORE THAN 5000 ARE TO BE PLACED ON FLOOR TRUSSES, SHORING IS REQUIRED, M CONCENTRATED LOAD DUE TO UPPER FLOOR CONSTRUCTION MATERIAL. PROVIDE 2'0' CLEARANCE ON ALL SIDES OF A PALLET. MAXIMUM WEIGHT PER PALLET IS 2000tt. LOAD MUST BE SPREAD OVER AT LEAST 2—TRUSSES. NOTE: SEE APPROPRSATE ALPINE .DRAWING FOP LUMBER. PLATES AND OTHER DATA NOT SHOWN MERE. Buiidine MateriAl Wts. NOTE: SHORING MATERIAL ANO LABOR TO INSTALL ANO TO REMOVE THIS 1/ 2" gypsum bd. s 2.2 psf/ 1/2" layer MATERIAL IS TO BE SUPPLIED 5/ 3" gypsum bd. ^ 2.8 psf i US' layer 8V THE CONTRACTOR. At 8" cone. block a 60 psf / S" layer masonry brick -38psf !4"layer 2— 0— Q 4- 0- 0 "- MINIMUM SUBFLOOR- UNOERLAYMENT * 2000# I 2) - 2X6 HEADER 4X4 OR ( 2) -2X4X4 ' 0" UNDER TRUSSES WHEN. SHORING POSTS @ 4'0" O.C.'f IS REQUIRED. 91 AP R6r. 7I2.7/11 CLEAR SPAN PT YP— ALPINE SCALEN r t= ® o 0 0 REF DETAIL c o — _: C-3 = DATE 05/02/ o `' GRH' FiC12336074 1 ALPINEQ © Recommende- d Shoring ,Detail TRUSS s Item Seal* Truss 1 086.18.1316,09414 Al 3 086A8.1216,36098 A3 5 86.18.12216.35771 ASG 7 08618.12M37189 G1 9 086.18A218,35652 G3 11 086.181218.34771 FG1 13 08618.1218.34802 01 15 08618,1218.34864 D3G 17 086.18.1218.34428 L2G' 19 1 & 1218.36939 21 6.18.1218.36627 VI 23 086A8.121SA742a MV2 25 086,18.1218.37065 ER 27 6.181218.35145 EVA 29 686.18.1218.36754 EJ2 31 086A8A21&37251 CJSS 33 086,18.1218.34927 CJ3A 35 PMASA218.35660 CAS Item Seal # Truss 2 086,18,1218.34773 A2 4 086.18.1218.35770 A4 6 08618.1218.37158 A5GA 8 086.18.1218.34131 G2 10 086.181218.35131 G4G 12 086.18.12M37533 GIG 14 86,18.1218,37594 D2 16 086.181218.34880 L1 18 086,48,1218.36316 H1G 20 08618.1218,34490 V2 22 086,18.1218.35760 MG1 24 086.181218.36830 WI 26 086.181218.35132 EJ74 28 086.18.1218.34443 WS 30 8618,1218,36300 CJSA 32 086.18.1218.36956 CJ3S 34 18618.1218.,V8 CA 36 08618.4218.3tidt r+ aea error 5 tsaN+Fra. prtrl1 mots out oo of i abno ur at"al , Alpine, an ITW Company ALPINE Qifn /nfnrmnfinn- Custorner:. Carpenter Contractors of America Job Number: N333522 JobDescription. FLORIDA TEEN BUILDERS ,9A6/9A7 ,258SE ,RA01 Address: City, State, Zip. Item Seal # Truss 37 086.18.1218.36877 CJ54 39 086.18.1218.37252 CJ34 41 086.18.1218.34133 CJ14 43 086.18.1218.36861 HPA 45 086.18.1218.34365 HJ7S 47 086.18.1218.34396 FT1 49 086.18.1218.34662 FT1G 51 086.18.1218.34038 FT2 53 086.18.1218.35566 FT3 55 086.18.1218.35520 FT4 57 086.18.1218.35473 FT6 59 086.18.1218.34521 FT7GE 61 086.18.1218.36284 FT10G 2400 Lake Orange Dr. Suite 150 Orlando, FL 32837 Phone:(800)755-6001 alpineitw.com Item Seal # Truss 38 086.18.1218.35067 CJ3 40 086.18.1218.36768 CJ1 42 086.18.1218,34023 HP 44 086.18.1218.35613 HJ74 46 086.18.1218.34774 HJ2 48 086.18.1218.34024 MA 50 086.18.1218.34132 FT1GE 52 086.18.1218.37595 FT2GE 54 086.18.1218.34693 FT3G 56 086.18.1218.36346 FT5 58 086.18.1218.35223 FT7 60 086.18.1218.37267 FTBG This dacument has peen etectrorica" V tonPA {Icinf)Alin:jttAl MrJaRhlfl. Prinirtf capeswith utanorioina sionaturemust to verified asingthe wtonal a ectronk version. 1000 pgy111MM No.7Ca£t STATE CIF 1 r F4 4W1t?P. S ONAE 03/27/20 t 8 Florida Certificate of Product Approval #FL1999 Printed 3/27/2018 1:27:18 PM r • 1 Job Number: N333522 Ply 1 SEON 1585 / T37 COMNCost R8975 JRef 1VV9M89750143 FLORIDA TEEN BUILDERS Qly. 8 FROM: PFH DrwNo: 086. 18. 1316. 09414 Truss Label: Al KID I WHK 03/2712018 7' 10 14 15' 22 1 " 2 30 710 14- 71.2.. -TI 2 710"14 5x55 D 30' 1' 10' 10' 10' 20' 30' Loading Criteria (psf) Wind Criteria Snow Criteria (PgPf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL 2000. Wind Std ASCE 7- 10 Fig NA Ct NA CAT NA: PP Deflection in loc Lldefl L/# Loc R / U ! Rw / Rh / RL / W __- TCDL 17.00 Speed 150 mph Pf: NA Ce: NA VERT(LL): 0.126 H 999 360 B 1643 1704 / 1025/ - / 287 14.0 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT TL 0.438 H 999 240 F 1643 1704 / 1025/ - / - / 4 0 BCDL 1000 Risk Category: II Snow Duration NA HORZ(LL) 0.046 H Wind reactions based on MWFRS Des Ld: 47.00 EXP C HORZ(TL): 0.103 H B Min Brg Width Req = 1.9 NCBCLL 10.00 Mean Hei ht 24.19 tt g Code / Misc Criteria Creep Factor: 2.0 F Min Brg Width Req = 1.9 Soffit 000 TCDL 4 2 psf BCDL 5 0 psf Bldg Code. FBC 6th.ed 2017 Max TC CSI: 0.936 Bearings B & F are a rigid surface. Load Duration 1 25 MWFRS Parallel Dist 0 to hl2 TPI Sid: 2014 Max BC CSI: 0.798 Members not listed have forces less than 375# Spacing: 24.0 " C&C Dist a. 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.668 Maximum Top Chord Forces Per Ply ( Ibs) Loc. from endwall: not in 4. 50 ff FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration. 1.60 WAVE VIEW Ver: 17.02.01A.1115.21 B - C 1115 -2701 D - E 1140 -2425 r _ n I lAn _9A93 F - F 1115 -9709 Lumber Value Set: 13B (Effective 611/ 2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #1 :B2 2x6 SP #2 N: Webs 2x4 SP #3 W2, W3 2x4 SP #2 W Lt Wedge 2x4 SP #3::Rt Wedge 2x4 SP #3. Lumber value set " 13B" 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. Maximum Bot Chord Forces Per Ply ( Ibs) Chords Tens.Comp. Chords Tens. Comp B - 1 2289 - 852 H - F 2291 - 852 1 - H 1 %4 - 439 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. Webs Tens Comp. C - 1 398 - 513 D - H 902 - 422 1 - D 900 - 422 H - E 398 - 513 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 fabricatingq, handling, shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI andSBCA) fbt safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwlse, top chord shall have propertyy attached structural sheathing and bottom hord shall have aa properly attach d rigid ceiling Locations shownforermanentlateralrestraintOfwebsshallhavebracingInstalledperCSIsectionsB3, 87 or 10, as applica Qe. Apply plates toeachfaceoftrussandpositionasshownaboveandontheJompDetaila, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building omponents Group Inc shall not be responsible for any deviation from this drawing ari failure to build the truss in conformance with ANSI/T I t, or for handlin shipping, installatidn and bracing of trussesA Seal on this drawing or cover page , - listing this drawing indicates acceptance of pro) essionalq en ineering responsibilittyv solety for the design shovlTn. The suitability and use of this gnawing for anystructureistheresponsibilit?of the Building Desigrier per ANSI/TPI 1 Sbc.2. For more information see this iob's neneral notes oaae and these web sites ALPINE www aloineitw com. TPI www toinst oro SBCA www.shondust" com. ICC wwwiccsaf ALPINE 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333522 Ply: 1 FLORIDA TEEN BUILDERS Oty 2 Truss Label: A2 67' 13' 17, 6, 7., 6.5., 4 4X10 5X8 D E 1 e..16 SEON 1586 / T36 i HIPS Cust. RR8975 JRef 1W9M89750143 FROM: RDG DrwNo 086 18 1218.34773 KM / WHK 03/27i2018 23'5" 30' 30 _.--- 1' 10, 10, 10' 1' 10' 20' - 30' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL 20.00 :Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT. NA; PP Deflection in loc Udell L/# Loc R / U / Rw / Rh / RL / W TCDL 17.00 Speed: 150 mph Pf: NA Ce NA VERT(LL): 0.127 1 999 360 g 1618 1308 1 1030/ • 1254 / 4.0 BCLL 000 Enclosure: Closed Lu: NA Cs NA VERT(TL): 0.449 1 999 240 G 1631 / 308 / 1030/ - / - / 4.0 BCDL 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.053 1 Wind reactions based on MWFRS EXP C Des Ld 47.00 HORZ(TL): 0.120 1 B Min Brg Width Req = 1.9 Mean Height: 23.69 tt NCBCLL: 10.00 Code I Misc Criteria Creep Factor: 2.0 G Min Br 9 Width Re q = 1.9 TCDL: 4.2 psf Soffit: 0.00 Bldg Code: FBC 6th ed 2011 Max TC CSI: 0.841 Bearings B & G are a rigid surface. BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h to 2h TPI Std 2014 Max BC CSI: 0.831 Members not listed have forces less than 375# Spacing: 24.0 i C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.258 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Chords Tens.Comp. Tens. Comp. GCpi: 0.18 Plate Type(s): Chords Wind Duration: 1.60 WAVE VIEW Ver: 17.02.01A.1115.21 B - C 1040 -2703 E - F 971 -2359 C - D 970 - 2330 F - G 1039 - 2732 Lumber D -E 874 -1713 Value Set: 13B (Effective 6/112013) Top chord 2x4 SP #2 N Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP #1 :B2 2x6 SP #2 N: Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP #3 :W3 2x4 SP #2 N Lt Wedge 2x4 SP #3::Rt Wedge 2x4 SP #3: B - J 2309 -796 1 - G 2334 -824 Lumber value set " 13B" uses design values J - 1 1727 - 518 approved 1/30/2013 by ALSC Bracing Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. a) 1X4 #3SRB or better continuous lateral restraint to be equally spaced. Attach with (2) 8d Box or Gun C - J 302 -465 E - 1 678 - 224 nails(0 113"x2 5" min ) Restraint material to be J - D 648 -254 1 - F 301 -464 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 0.1280" gun nails @ 6" oc. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. 0 3/27/2018 WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatin ,handlingq shipping installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an SBCA) fbi safety practices prior to performing these functions. Installers shall provide temporary bracin per BCSI._ Unless noted o herwrse,top chord shall have proper)y attached structural sheathing and bottom hord shall have a properly attachtl nppld celtln Locations shown for ermanent lateral restraint of webs shall have bracin Installed per BCI sections B3, B7 or 810, as applrcattte. Apply plates to each face, ofPtruss and position as shown above and on the Join Detarls, unless noted otherwise. Refer to ALPINEdrawings160A-Z for standard plate positrons. Alpine, a division of ITW Buildingg omponents Group Inc. shall not be responsible for any deviation from this dr win, a9y failure to build the H W pypgN truss in cgnformance with ANSI /T 1 1, or for handlin j shipping, installation and bracing of,trussesA seal on th s dr wi 9 or cover page , . 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro) essionaf en sneering responsibilittyv solely for the desi n shown. The ability Suite 150anduseofthisdrawingforanystructureisfheresponsibilitoftheBuildingDesigrSerperANSIffRI1S%c.2. For more information see this job's general notes page and these web sites. ALPINE. wwwalpineitw com; TPI. www. tpinst. org: SBCA. wwwsbondustry. com, ICC. www iccsafe ore Orlando FL, 32837 Job Number: N333522 FLORIDA TEEN BUILDERS Truss Label: A3 Ply. 1 SEON. 1587 1 T35 i HIPS Cust: RR8975 JRef. 1W9M89750143 Qty. 2 FROM RDG DrwNo 086 18 1218 36098 KM i WHK 03i27/2018 5711, 19' 57' 5.5,. 81 SS00514 24. 5" 30' 55 57" T2 " SS0514 t 4X4 Ft io G H H0510 6X8(B3) 30' - - -- 1' 10' 10' 10' 1' 10, 20' 30' Loading Criteria (psi) Wind Criteria Snow Criteria (Pg Pf In PSF) DeflICSI Criteria Maximum Reactions (Ibs) TCLL- 2000 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 TCDL 1700 Speed: 150 mph Pf: NA Ce: NA VERT(LL). 0.124 1 999 360 g 1599 / 437 / 1029/ - / 220 / 4.0 BCLL 000 Enclosure Closed Lu: NA Cs: NA VERT(TL) 0 446 1 999 240 G 1621 1437 / 1029/ - / - 4.0 BCDL 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0A56 I Wind reactions based on MWFRS Des Ld 47.00 EXP C HORZ(TL) 0 129 1 B Min Brg Width Req = 1.9 NCBCLL 10.00 Mean Height: 23.19 ft Code / Misc Criteria Creep Factor 2.0 G Min Brg Width Req = 1.9 TCDL 4.2 psf Soffit: 000 Bldg Code: FBC 6th.ed 2011 Max TC CSI: 0 865 earg BearingsB & G are a rigid surface gBCDL 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Sid: 2014 Max BC CSI 0.839 Members not listed have forces less than 375# Spacing 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.199 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 ft l FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. GCpi: 0 18 Plate Type(s): Wind Duration: 1.60 WAVE, HS, 18SS j VIEW Ver 17.02 OtA.1115 21 B - C 1069 - 2660 E - F 972 - 2355 Lumber J C - D 972 - 2301 F - G 1068 - 2711 D - E 933 -1913 Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N :T2 2x4 SP #1. Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP #1 Chords Tens Comp Chords Tens Comp. Webs 2x4 SP #3 :W3 2x4 SP #2 N: Lt Wedge 2x4 SP #3 .Rt Wedge 2x4 SP #3: B - J 2273 -829 1 - G 2318 -856 Lumber value set " 1313" uses design values J - 1 1952 - 635 approved 1 /3012013 by ALSC Bracing Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. Webs Tens. Comp a) 1 X4 #3SRB or better continuous lateral restraint to be equally spaced Attach with (2) 8d Box or Gun J - D 502 -134 E - 1 503 - 123 nails(0.113"x2. 5".min.) Restraint material to be supplied and attached at both ends to a suitable support by erection contractor a) or scab reinforcement may be used in lieu of CLR ik iiIi, rrrr restraint. substitute (1) scabfor (1) CLR and (2) L I ,, scabs for (2) CLR' S where shown. Scab reinforcement to be same size, species, grade, and .••" •"•R.. r`. 80% length of web member. Attach with 0.1280" gun V i•(j `,e` l nails @ 6" oc .` . ` • '. Loading O 708 1 Truss passed check for 20 psf additional bottom V •• chord live load in areas with 42"-high x 24"-wide .k . clearance ; • a Wind s aT a rQ •: ` Wind loads based on MWFRS with additional C&C •. member design. ,t`r'•„•• •, 0 co - 'ONAL 03/27/ 2018 WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building nent Safety Information, byYTPIanSBCA) for sa Shipping, practices prior toperformingthese functions Installers shall provide temporary per BCSI.. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly U n Id cetinLocationsshownforpermanentlateralrestraintofwebsshallhavbraaninstalledperBCSIsectionsB3, 67 or 810 cab e Apply places to each face. oftrussand position as shown above and on tefle Join Details. unless noted otherwise. Refer to' ALPINE is 16OA-Z for standardplatepositions. a division of ITW B ildin omponents Group Inc. shall not be responsible for any deviation from this drawino any failure to build the NV-OM.ANY conformance with, NSI 1 1, or for handlin4, s ipping, installation and bracing of trussesA seal on this dr wirtq or cover pa e _ . 2400 Lake Orange Dr his drawing indicates acceptance ofproTessionarengineeringresponsibilityysolelyforthedesinshoWn. The suitability Suite 150 e of this drawing foranystructureisaresponsibilityofthebuildingDesigderperANSI/TPI 1 S c.2. information see this job's general notes page and these web sites. ALPINE www alpineaw.com. TPI. www t inst or SBCA. www.sbcindustr com: ICC. www.iccsafe or Orlando FL, 32837 i • r I Job Number: N333522 FLORIDA TEEN BUILDERS Truss Label: A4 Ply. 1 '.. SEON. 1588 t T34 / HIPS Cuss RR8975 JRef. 1VV9M89750143 Oty: 2 FROM RDG " DrwNo 086.18 1218 35770 KM I WHK 03/27120/8 51 1 " 9' 15' 5' 11" 31' 6' 06 4X4 D E 2X4 CK 5X8 C 30 1' 10' 10, 10, V 10' 20'- 30' Loading Criteria (psf) Wind Criteria Snow Criteria (Pq Pf in PSF) ' Defl/CSI Criteria Maximum Reactions (Ibs) TCLL 20,00 Wind Std: ASCE 7-10 Pg NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W TCDL 17.00 Speed: 150 mph Pf. NA Ce: NA VERT(LL): 0.124 E 999 360 B 1548 / 440 / 1022/ - / 187 / 4 0 BCLL 000 Enclosure: Closed Lu NA Cs: NA VERT(TL): 0.475 E 999 240 H 1548 / 440 / 1022I - / 4 0 BCDL 10.00 Risk Category. II Snow Duration: NA HORZ(LL): 0.048 J Wind reactions based on MWFRS Des Ld 4700 EXP: C HORZ( TL): 0.117 J B Min Brg Width Reg = 1.8 NCBCLL. 10 00 Mean Height: 22.69 ft BCDL psf Code / Misc Criteria Creep Factor: 2.0 H Min Brg Width Reg = 1 8 Soffit 0.00 2 BCDL 5psf Bldg Code: FBC 6th.ed 2011 Max TC CSI: 0.782 Bearings B & H are a rigid g gidsurface. Load Duration 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.806 Members not listed have forces less than 375# Spacing: 24. 0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.340 Maximum Top Chord Forces Per Ply (Ibs) Loc, from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Chords Tens. Comp. Chords Tens. Comp. GCpi: 0. 18 Plate Type(s): Wind Duration: 1 60 1 WAVE i VIEW Ver. 17.02.01A.1115 21 B - C 1080 - 2524 E - F 989 - 2053 Lumber C - D 997 - 2199 F - G 997 - 2199 D - E 990 - 2053 G - H 1079 - 2524 Value Set: 138 (Effective 6/1/2013) Top chord 2x4 SP #2 N Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP #1 Chords Tens.Comp. Chords Tens Comp. Webs 2x4SP #3 Lt Wedge 2x4 SP #3 Rt Wedge 2x4 SP #3: B - K 2147 -832 J - H 2147 - 860 Lumber value set " 13B" uses design values K - J 2322 -872 approved 1/ 30/2013 by ALSC Wind Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. Webs Tens Comp Wind loads based on MWFRS with additional C&C member design D - K 626 - 251 J - F 626 - 251 tV10.1 1$ 1 C S119" I warrtw1" 1011 03/27/2olx 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, handlingg shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component S fety Information, by TPI and SBCA) fbf safety practices prior to performing these functions. Installers shall provide temporary bracing per BSt. . Unless noted o herwise.top chord shall have properly attached structural sheathingand bottom hord shall have a properly attached n id ceiling. Locations shown forpermanent lateral restraint of webs shall have brawn insalled per C I sections B3, B7 or 10 as appllcabgle AppTy platestoeachface_ of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to' ALPINE drawings 16OA-Z forstandardplatepositions. Alpine, a division of ITW Buildinl1CComponents Group Inc. shall not be responsible for any deviation from this drawin an failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of,trussesA eal on this dr wing or cover pa e , , 2aoo Lake Orange Dr listing this drawing indicatesacceptanceofproessionaensneeringresponsibilitty solely for the design shoWn. The suitability Suite 150 and i se ofthisdrawingforanystructureistheresponsibilitoftheBuildingDesigrferperANSI/TPI 1 Sbc.2. For more information see this_ job's general notes page and these web sites. ALPINE. www.alpineitw.cont, TPI. wwwtpinst. org, SBCA. wwwsbondustry. corn, ICC. www.iccsafe org Orlando FL, 32837 Job Number: N333522 FLORIDA TEEN BUILDERS Truss Label: A5G Ply. i SEON: 1589 1 T25 / SPEC Cust: RR8975 JRef. lVV9M89750143 Oty 1 FROM PFH DrwNo 086 18 1218 35771 KM / WHK 03/27/2018 7' 15' 23' 30' 7 8: -- 8 7. SS00 712 „3XD8 T2 8XE0 i 12 6 90 - (a) (a) W4 4X6(C1) n 5X5(C8) " W2 T3 4X8(CS) FB IL K 4X8 SS 1017 2X4 = 4X4(C 1) 30' - -- -1 1' 6'10"4 8'1"12 8'1"12 6'10"4 1' 6' 10"4 15' 23' 1"12 30 Loading Criteria (psf) ! Wind Criteria Snow Criteria (Pg.pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL 2000 Wind Std ASCE 7-10 Pg NA Ct NA CAT NA' PP Deflection in loc L/defl L!# Loc R 1 U / Rw / Rh I RL W TCDL: 17.00 Speed: 150 mph Pf: NA Ce: NA VERT(LL) 0,226 D 999 360 K 3881 12033 / - / - / - 4.0 BCLL 0.00 Enclosure: Closed Lu: NA Cs NA VERT(TL) 0 849 D 663 240 F 2897 / 1290 1 - / - / - 4.0 BCDL 10.00 Risk Category: II Snow Duration: NA HORZ(LL) 0 039 C Wind reactions based on MWFRS Des Lid: 47.00 EXP: C HORZ(TL) 0 093 C K Min Brg Width Req = 3.2 NCBCLL: 00 Mean Height: 22.19 ft Code I Misc Criteria Creep Factor 2 0p F Min Brg Width Req = 2 4 Soffit: 00.00 TCDL: 4.2 psf Bldg Code: FBC 6th ed 2017 Max TC CSI 0 928 Bearings K & F 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 0 571 Members not listed have forces less than 375# Spacing: 24.0 " C&C Dist a: 3.00 ff Rep Factors Used. Yes Loc. from endwall: not in 144.00 fk FT/RT:20(0)/10(0) Max Web CSI: 0 655 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens. Comp_ GCpi: 0.18 Plate Type(s) Wind Duration: 1.60 WAVE 18SS VIEW Ver 17.02.01A.1115 21 B -C 3760 -7769 D - E 4104 -9211 L- - -- - -. C - D 4107 - 9214 E - F 2436 - 5479 Lumber Wind Value Set: 13B (Effective 6/112013) Wind loads and reactions based on MWFRS Maximum Bot Chord Forces Per Ply (Ibs) Top chord 2x4 SP 2400f-2.OE :T2 2x8 SP Additional Notes Chords Tens.Comp. Chords Tens. Comp 2400f- 2.OE T3 2x4 SP #1: WIND LOAD CASE MODIFIED, B • J 6883 - 3260 1 - H 4825 - 2129 Bot chord 2x8 SP 2400f-2.OE Webs 2x4 SP #3 :W2 2x4 SP #2 IN: W4 2x4 SP 2400f-2.OE: Lumber value set 1313" uses design values approved 1/30/2013 by ALSC Bracing a) 1 X4 #3SRB or better continuous lateral restraint to be equally spaced. Attach with (2) 8d Box or Gun nails( 0.113"x2.5",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 Special Loads Lumber Dur.Fac =1.25 / Plate Dur Fac.=1.25) TC: From 78 plf at -1 00 to 78 plf at 31 00 BC: From 20 plf at 0.00 to 20 plf at 30.00 TC: 562 lb Conc. Load at 7.03 TC: 250 lb Conc. Load at 9.06.11 06,13 06 BC: 574 lb Conc. Load at 7.03 BCi 136 lb Conc Load at 9 06 11 06 13 06 LMlItfit : N"41j"er. add H r 1 i t 0. 7U8 1 f :+ SAT 0 J - 1 6844 - 3259 H - F 4824 - 2124 Maximum Web Forces Per Ply (Ibs) Webs Tens. Comp. Webs Tens. Comp. J - C 945 - 306 D - 1 865 - 1208 C - 1 2580 - 1117 1 - E 4784 - 2153 BC 1389 lb Conc. Load at 14.27 COA iil` QN AL NrtMniN t thtt 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, handling, shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building Component SafetyInformation, by TPI an SBCA) f5 safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attach6d r id cellin Locations shown forpermanent lateral restraint of webs shall have bracin Insialled per BCSI sections B3, 87 or 610, as applicable. Appo7y plates to each face. oftrussand position as shown above and on the Joint9Details, unless noted otherwise. Refer to ALPINE drawings 16OA-Z forstandardplatepositions. Alpine, a division of ITW B iild ndc CComponents Group In, shall not be responsible for any deviation from this drawinI any failure to build the a wcoune„ truss in conformance withANI/TPI 1, or for handling, s ippinlq, installation and bracing of,trussesA seal on this dr any or cover page , , 2400 Lake Orange Dr. listing this drawin indicatesacceptanceofpro -fessionar en ine nng responsibilittyy solely for the desi n shov7n. The sui bility Suite 150 and use of thisgnawingforanystructureisfheresponsibilityoft1eBuildingDesigrSerperANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites-. ALPINE www al ineitw torn: TPI www.l inst. or SBCA www. sbandustry com, ICC. www.iccsafe.org Orlando FL, 32837 Job Number: N333522 FLORIDA TEEN BUILDERS Truss Label: A5GA Ply. 1 SEQN. 1590 1 T62 / HIPS CLISt. RR8975 JRef. iW9M89750143 Oty 1 FROM RDG DrwNo 086 18 1218 37158 KM / WHK 03/27/2018 7' 15' 23' 30' 8 8 7 8 4XD6 8CT2 E 6 ILL_ y c0 a) a) W4- Nb W2 yn 6X6(C3) 6X6(C3) B F i 5 A BLi t BC2.. G j 5X5(C3) 4X4 H 1014 4X4 5X5(C3) 1' 610"4 81" 12 8'1" 12 610"4 1' 6'1YA 15' 2T1"12 30' Loading Criteria (psf) Wind Criteria TCLL 2000 Wind Std: ASCE 7-10 TCDL 17.00 Speed: 150 mph BCLL 000 Enclosure. Closed BCDL: 1000 Risk Category. II EXP. C Des Ld 47 00 Mean Height: 22.19 It NCBCLL: 10.00 TCDL 4.2 psi Soffit 0.00 BCDL 5.0 psf Load Duration 1 25 MWFRS Parallel Dist 0 to h/2 Spacing. 24.0 " C&C Dist a: 3.00 It Loc. from endwall: not in 144.00 GCpi: 0.18 Wind Duration. 1.60 Lumber Value Set. 13B (Effective 6/1/2013) Top chord 2x4 SP 2400f-2.OE T2 2x6 SP SS Bot chord 2x6 SP SS Webs 2x4 SP #3 W2, W4 2x6 SP #2 N Lt Wedge 2x4 SP #3::Rt Wedge 2x4 SP #3. Lumber value set "l36" uses design values approved 1/30/2013 by ALSC Bracing a) 1X4 #3SRB or better continuous lateral restraint to be equally spaced. Attach with (2) 8d Box or Gun nails(0.I 13" 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 and reactions based on MWFRS Bearing Block(s) Brg blocks:0 128"x3" nails brg x-loc #blocks length/blk #nails/blk wall plate 1 0.000' 1 12" 4 Rigid Surface 2 29.667' 1 12" 4 Rigid Surface Brg block to be same size and species as chord. Refer to drawing CNNAILSP1014 for more information. 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): 0.264 D 999 360 Lu NA Cs: NA VERT(TL): 0 987 D 569 240 Snow Duration: NA HORZ(LL): 0.069 H HORZ(TL) 0 164 H Code / Misc Criteria I Creep Factor: 2.0 Bldg Code: FBC 6th.ed 2017 Max TC CSI 0.969 TPI Std: 2014 Max BC CSI: 0.869 Rep Factors Used: Yes Max Web CSI: 0.535 FT/RT:20(0)/10(0) Plate Type(s):___ ..__ WAVE, HIS i VIEW Ver: 17.02.01A.1115.21 Special Loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 78 plf at -1 .00 to 78 plf at 7.00 TC: From 39 plf at 7.00 to 39 plf at 23.00 TC: From 78 plf at 23.00 to 78 plf at 31.00 BC From 20 plf at 0.00 to 20 plf at 703 BC. From 10 plf at 7.03 to 10 plf at 22.97 BC From 20 plf at 22 97 to 20 plf at 3000 TC: 565 lb Conc. Load at 7.03 TC: 254 Ib Conc. Load at 9.06,11.06,13,06,15 00 TC 250 Ib Conc. Load at 16.94,18.94,20.94 TC: 562 lb Conc. Load at 22.97 BC: 579 lb Conc. Load at 7 03 BC: 137 lb Conc. Load at 9.06,11.06.13 06,15 00 BC 136 lb Conc. Load at 16.94,18.94,20.94 BC: 574 lb Conc. Load at 22.97 rr'r4f yrr i a. T08 1 e r r t• SAT Q ;. rr + A LIY. i ryM••... rr MM r r { w\! COA J& ON AI- 03/27/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh IRL /W B 3660 / 1670 / - 1- / - / 4.0 F 3652 /1660 /- /- /- /40 Wind reactions based on MWFRS B Min Brg Width Reg = F Min Brg Width Reg = - Bearings B & F are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - C 3192 - 7023 D - E 4029 - 8777 C - D 4029 - 8777 E - F 3170 - 7004 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. 6 - J 6179 - 2790 1 - H 6133 -2770 J - 1 6151 - 2790 H - F 6161 - 2770 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. Webs Tens. Comp, J- C 685 0 1- E 2896 - 1378 C- 1 2877 - 1356 E- H 678 0 D -1 1058 -1584 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 edition of BCSI (Building rt Safety Information, bVy TPI and SBCA) far safety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted to herwise,top chord shall have properly attached structural sheathing and bottom GGhord shall have a propperly aId ceiling Locations shown for permanent lateral restraint of webs shall have brawn installed per BC51 sections B3, B7 or 810 s1e Apply plates to each face or truss and position as shown above and on the Join Details, unless noted otherwise. Refer to 6OA-Z for standard plate positions. a division of his dr?iwing any failure to build the on this drawiis or cover pagge Le design shown. The suiTability ALPINE truss in conformance with ANZWI HI 1, or for nanaun, snipping, Inst, listing this drawing, indicates acceptance of pro essionaen anduseofthisdrawingforanystructureistheresponsibilityFor more information see this job's general notes page and these web sites. ALPINE: nw rtw xurarry 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333522 FLORIDA TEEN BUILDERS Truss Label: G1 Ply. 1 '.. SEON: 1591 / T18 / COMN'', Cust R R8975 JRef. 1 W9M89750143 Oly: 4 FROM: ROG DrwNo-. 086 18 1218 37189 KM / WHK 03/27i2018 5 7'A 10'815'8" 12 214' 57 4 50'12....--50"12 -5.7.4 4X8 D5X5 4X4 =4X6(A2j 21. 4•• A T4' 4 67 8 7'4"4 Loading Criteria (psq Wind Criteria Snow Criteria (Pg.Pf m PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg NA Ct NA CAT: NAi PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W TCDL: 17.00 Speed 150 mph Pf NA Ce: NA VERT(LL): 0.049 H 999 360 g 1126 / 323 / 775 I - / 201 / 8 0 BCLL: 0.00 Enclosure: Closed Lu. NA Cs: NA i VERT(TL): 0.188 H 999 240 F 1043 / 291 / 631 / - / - / 8 0 BCDL: 10.00 Risk Category: II Snow Duration NA HORZ(LL) 0 020 G Wind reactions based on MWFRS Des Ld 47.00 EXP C HORZ(TL): 0.048 G B Min Brg Width Req = 1.6 NCBCLL. 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor: 2.0 F Min Brg Width Req = 1.5 Soffit: 0.00 TCDL: 4.2 psf Bldg Code: FBC 6th.ed 2017 Max TC CSI: 0.387 Bearings B & F are a rigid surface. ggLoad Duration: 1.25 BCDL: 5.0 sf PMWFRS Parallel Dist h/2 to h j TPI Std: 2014 Max BC CSI: 0.680 Bearings B & F require a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.210 i Members not listed have forces less than 375# Loc. from endwali: not in 9.00 ft FT/RT:20(0)/10(0) i Maximum Top Chord Forces Per Ply (Ibs) GCpi 0.18 Plate TyP e(s) : Chords Tens.Comp. Chords Tens. Comp Wind Duration. 1.60 WAVE VIEW Ver: 17.02.01A.1115 21 -- --- — B - C 612 -1770 D - E 637 - 1562 Lumber C - D 609 - 1552 E - F 639 - 1781 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP #2 N Chords Tens.Comp. Chords Tens Comp. Webs 2x4 SP #3 Lumber value set "1313" uses design values B - H 1510 -483 G - F 1522 -485 approved 1/3012013 by ALSC H - G 1025 -257 Wind Maximum Web Forces Per Ply (Ibs) Wind loads based on MWFRS with additional C&C Webs Tens.Comp Webs Tens. Comp. member design. C - H 218 - 377 D - G 550 - 213 H - D 535 -205 G - E 220 - 384 a 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, handlin shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building t SafetyInformation, by TPI an c7 SBCA) for safety practices prior to performing these functions. Installers shall provide temporary. r BCSI.. Unless noted otherwise.top chord shall have properly attached structural sheathingand bottom chord shall hav a propperly 991d celiln9 Locations shown for permanent lateral restraint of webs shall have braacing9 insalied per BCSI sections B3, 7 or 810, 8e. Apply plates to each face. or truss and position as shown above and on the Join Details, unless noted otherwise. Refer to 60A-Z for standard plate positions. ivision of ITW Bui%,l Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the lformance with ANSIn PI 1, or for handling, shipping, installation and bracing of trussesA seal on this dr8wing or cover page, i drawing, indicates acceptance of pro esslona engineering responsibilityt solely for the desi n shown. The s is bility ubv ofthiseawingforanystructureistheresponsibilityofthebuildingDesignerperANSI" 1-1 1 Sec... more information see this job's general notes page and these web sites ALPINE: www.alpineitw.com: TPr. www.tpinst org. SBCA. www.sbcinduslrycorn: ICC. www iccsafe. ALPINE my c0ururr 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 Job Number: N333522 Ply. 1 SEQN: 1592 / T16 / COMN', Cush. RR8975 JRef. iW9M89750143 FLORIDA TEEN BUILDERS Qty 1 FROM RDG DiwNo 086 18 1218 34131 Truss Label: G2 KM f WHK 03/2712018 5'7"4 10' a" 15 8" 12 21'4" 574 _. 50'12. 5012 5,' 4 F 12 6 4C 4 4X8 D 4X4 E FI H5X5 = 4X4 4X6(A2) 7.4"4 6' 7..8 7.4..4 7'4"4 13' 11"12 21'4" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg Pin 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 L/# Loc R / U / Rw / Rh I RL / W TCDL: 17.00 Speed: 150 mph Pf: NA Ce. NA VERT(LL) 0,049 H 999 360 B 1123 / 322 / 774 I - / 214 / &0 BCLL 0.00 Enclosure Closed Lu. NA Cs: NA VERT(TL) 0 188 H 999 240 F 1123 / 322 / 774 / - / - / 8.0 BCDL: 10.00 Risk Category: II Snow Duration NA HORZ(LL) 0 020 H - - Wind reactions based on MWFRS Des Ld 47.00 EXP CMin H B Erg WidthReg1.6 NCBCLL 10.00 Mean Height: 15.00 ft Code / Misc Criteria C eeZ(Factor 240 p Min 8rg WidthReg = 1.6 Soffit: 0.00 TCDL: 4.2 psf BCDL: 5 0 psf Bldg Code: FBC 6th.ed 2017 Max TC CSI: 0,370 Bearings B & F are a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: h12 to h TPI Std: 2014 Max BC CSI 0.670 Bearings B & F require a seat plate. Spacing: 24.0 " C& C Dist a: 3.00 ft I Rep Factors Used: Yes I Max Web CSI: 0.205 Members not Listed have forces less than 375# Loc. from endwall: not in 9.00 ft 1 FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Vet 17.02.01A.1115 21 Lumber B - C 602 - 1765 D - E 603 - 1548 C - D 603 - 1547 E - F 602 - 1766 Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP # 2 N Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP # 2 N Chords Tens.Comp Chords Tens. Comp. Webs 2x4 SP #3 Lumber value set 1313" uses design values B - 1 1506 -426 H - F 1506 -452 approved 1/30/2013 by ALSC I - H 1020 -225 Wind Maximum Web Forces Per Ply (Ibs) Wind loads based on MWFRS with additional C&C Webs Tens.Comp. Webs Tens. Comp. member design. C - 1 217 - 376 D - H 537 - 207 1 - D 536 - 207 H - E 217 -376 RR RRRR"• (1J er F f 708 1 SIAT COA H()' Nte nsMia++ 03/27/ 20 18 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS s require extreme care in fabricating, handling, shippin instal ling, and bracing.. Refer to and follow the latest edition of BCSI (Building nent S fety Information, byY TPI and SBCA) fb safety ractices prior to performing these functions. Installers shall provide temporary per 3 SI. Unless noted otherwise,top chord shall have properlyY attached structural sheathing and bottom chord shall hav a properly d rigid ceding Locations shown for permanent lateral restraint of webs shall have bracinp insjalled per BCSI sections B3, B7 or 10. icaMe. Apply lates to each faceoftrussand position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE Is 160A-Z for s andardplatepositions. a division of ITW B ildinl omponents Group Inc. shall not be responsible for any deviation from this drawing anv failure to build the u w eMa.r,r conformance with jNSIn 1 1, orforhandlincshipping, installation and bracing of-trussesA seal on this dr8wirsq or cover page , , 2a00 Lake Orange Dr this drawing indicates acceptance of proTesslonafengineeringresponsibilitysolelyforthedesignshown. The suitability Suite 150 ie of this drawing, for anystructureistheresponsibilityoftheuildingDesigrierperANSI/TPI 1 S$c.2. information see this job's general notes page and these web sites. ALPINE. wwwal ineitw.com: TPI. wwwtipinst. ofg SBCA- www. sbanduslr .tom: ICC. www.imsafe org Orlando FL, 32837 Job Number: N333522 '.... Ply: 1 '.... SEQN. 1651 / T15 / HIPS Cush. R R8975 JRef. 1 W9M89750143 FLORIDA TEEN BUILDERS Qty 1 FROM RDG DrwNo 086 18 1218 35552 Truss Label: G3 : KM WHK 03/27r•2018 9' 12'4" 9' 3.4" CS T2 5D5 H G 2X4 5X5 214" 91 h E F t 4X4(A2) 9'1"12 2'10" 94'4 9'1"12 11'11"12 21'4' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg.Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL 2000 Wind Std ASCE 7-10 Pg: NA Ct NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W TCDL: 1700 Speed: 150 mph Pf NA Ce NA VERT(LL): 0.029 G 999 360 B 1123 / 323 / 773 / - / 186 / 8.0 BCLL 000 Enclosure Closed Lu NA Cs: NA VERT(TL) 0.110 G 999 240 E 1123 / 323 / 773 / - i - / 8.0 BCDL 1000 Risk Category: II Snow Duration: NA HORZ(LL) 0 018 H - - Wind reactions based on MWFRS Des Ld 47 00 EXP.0 j HORZ(TL): 0.042 H B Min Brg Width Req = 1.6 NCBCLL. 10.00 Mean Height: 15.00 ft Code / Misc Criteria . Creep Factor: 2.0 E Min Br Width Re - 1.69q Soffit 000 TCDL 42 psf Bldg Code: FBC 6th.ed 2011 Max TC CSI: 0,776 Bearings B & E are a rigid surface. Load Duration 1.25 BCDL: 5.0 psf MWFRS Parallel Dist. h/2 to h TPI Std: 2014 Max BC CSI: 0.886 Bearings B & E require a seat plate Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes :Max Web CSI: 0.105 Members not listed have forces less than 375# Loc. from endwall: not in 9.00 ft 1 FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver. 17.02 01A 1115,21 Lumber B - C 569 - 1547 D - E 568 - 1542 C - D 603 - 1263 Value Set 136 (Effective 6/1/2013) Top chord 2x4 SP 2400f-2.OE :T2 2x4 SP #2 N: Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens Comp. B - H 1257 - 351 G - E 1253 - 376 H - G 1261 - 352 Hi ayA v ff 0.7408 lj. w SAT Q W w fA, COA # 0 i A jt 03/ 27/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS s require extreme care in fabricating, handlingq shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building onentSafetyInformation, byv TPI an SBCA) fb safety practices prior to perforlrting these functions. Installers shall provide temporary g per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall hay a propperly ed rigqid ceiling Locations shown for permanent lateral restraint of webs shall have braacin Installed per BCSI sections B3, 7 or 610. Acaime Apply Oates to each face of truss and position as shown above and on the Joint9Detalls, unless noted otherwise Refer to ALPINE igs160A-Z for standard plate positions. a division of ITW Buildl1nSQl omponents Group Inc. shall not be responsible for any deviation from this drawing apg failure to build the nconformancewithAN51/T 1 1, or for handling, shipping, installation and bracing gf,trussesA Seal on this dr8wirfq or cover page • - 2400 Lake Orange Dr. IthisdrawingindicatesacceptancegfproTessionafenineenresponsibilitysolelyforthedesinshovTn. The suitability Suite t 50 Iseofthisdrawingforanystructureistheresponsibil,??,o the uildi g Desig er per ANSI/TPI 1 Sbc.2. e information see this job's general notes page and these web sites- ALPINE www. al Ineitw com. TPI'. www.t inst org SBCA. www. sbondustry com. ICC. wwwiccsafe Org Orlando FL, 32837 Job Number: N333522 FLORIDA TEEN BUILDERS Truss Label: G4G Ply 1 SEON 1594 / 1-69 / HIPS Cust R R8975 JRef 1 W9M89750143 Oty 1 FROM PFH DrwNo. 08618 1218.35131 KM / WHK 03/27/2018 7' 7 14'4'• 21'4" TA 7 C _ 21'4" _ 610"4 3'9"12 T9"12 6'19'4 6' 10"4 10'8" 14'5" 12 21'4" Loading Criteria (pet) Wind Criteria Snow Criteria (Pg Pf n 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 Udefl L/# Loc R / U / Rw / Rh -/ RL / W TCDL 1700 Speed: 150 mph Pf NA Ce NA VERT(I-Q: 0.094 H 999 360 g 2134 / 617 1 - I - l • / 8.0 BCLL 000 Enclosure Closed Lu: NA Cs NA VERT(TL) 0,365 H 999 240 E 2134 / 617 / - / - / • / &0 BCDL: 10.00 Risk Category: II Snow Duration. NA HORZ(LL) 0.042 G Wind reactions based on MWFRS Des Ld 47.00 EXP. C HORZ(TL): 0.101 G B Min Brg Width Req = 2.5 NCBCLL: 0.00 Mean Height: 15.00 ft TCOL: 4.2 psf Code / Misc Criteria ICreep Factor 2.0 E Min Br Width Re9 q = 2.5 Soffit: 0.00 BCDL 5 0 sfp Bldg Code FBC 6th ed 2017 Max TC CSI 0.643 Bearings 8 & E are a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.685 Bearings B & E require a seat plate. Spacing 24.0 " C8C Dist a: 3.00 ft Rep Factors Used: No Max Web CSI: 0.265 Members not listed have forces less than 375# Loc. from endwall: NA FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s) Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 17.02.OtA.1115.21 B - C 1127 - 3930 D - E 1127 - 3930 Lumber C - D 935 - 3524 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 :T2 2x6 SP SS Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP #1 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP #3 Lumber value set " 1313" uses design values B - 1 3427 -964 H - G 3398 -961 approved 1/30/2013 by ALSC I - H 3398 -961 G - E 3427 -964 Loading 1 hip supports 7-0-0 jacks with no webs. Wind Wind loads and reactions based on MWFRS. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp I - C 696 74 D - G 696 - 74 n• -,vrr 4. 708 1 1 s AT 0t' COA 90 A 0 3/'27/2018 WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uses require extreme care in fabricating, handlingg shipping. installing and bracing. Refer to and follow the latest edition of BCSI (Building mponent Safety Information, by TPI and SBCA) fb safpety practices prior to performing these functions. Installers shall provide temporary Icin per BCSI.. Unless noted otherwlse,top chord shall have properly attached structural sheathing and bottom Chord shall hay a properly ach tl rind cedln Locations shown for ermanent lateral restraint of webs shall have bracln Insialled per BCI sections B3, 7 or 610 applicable Apply Oates to each face. of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to A LPI N Ewings160A-Z for standard plate positions. line, a division of ITW Buildl1nqq omponents Group Inc shall not be responsible for any deviation from this drawin any failure to build the ss In conformance with AN51/T 1 1. or for handlinshipping. Installation and bracing of,trussesA seal on this dr wiri or over page • . 2400 Lake Orange Dr. inqqthis5lrawingindicatesacceptanceofpro)"essfonar en ineering responsibility solely for the desi n shoWn. The suicabfhty Suite 150 dOseorthisdrawingforanystructureisaresponsibilityoftheBuildingDesigrierperANSI/TPI 1 Sbc.2. more information see this job's general notes page and these web sites. ALPINEwww.al ineitw.com: TPI: www.t inst org SBCA wwwsbcindustry com; ICC wwwiccsafe. org Orlando FL, 32837 Job Number: N333522 Ply 2 SEQN 1595 / T70 FLAT Cust RR8975 JRef 1W9M89750143 FLORIDA TEEN BUILDERS Oly 1 FROM RDG DrwNo 086 18 1218 34771 Truss Label: FG 1 KM I WHK 03/2712018 2 Complete Trusses Required 2' 3" 15 20' 10" 1 V10"15 5" 5, 4' 4"14 6' 6"5 8'6"12 10'4"5 121"14 14'5"14 1661 18'6"l 20'5"l 5'' 20"15 2.1" 7 2'0"7 1'9"9 1'9'9 2'4"l 2'0,2 2' 11111, 4X10 T1 6X6 5X10 4X8 6X12 8X8 4X10 4X12 6X6 5X10 A B C D E F G H I T3 J K r W7 _ W9 W12 W19— W20 t BL1 V _= U T S R- Q P B2 O N M L 4X6 4X8 - 8X10 8X14(") 4X6 2X4 8X8 4X6 3'15 C T11"9 Loading Criteria ( psf) TCLL 4000 TCDL 1000 BCLL 000 BCDL. 5.00 Des ld: 55.00 NCBCLL: 000 Soffit 2.00 Load Duration: 1 00 Spacing: 24.0 " 12'6" 9 A 2' 0"7 2'0" 7 1'11"15 1'11"15 2'3"9 2'2"9 1'11"1 2'0"2 2'0"8 2'3"8 2'0"7 4'0" 14 60"13 8'0"12 10'4"5 126' 14 14'5"14 166"1 18'6'9 2010"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 I: NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/ l/2013) Top chord 2x6 SP SS : T1 2x6 SP 2400f-2.OE. T3 2x4 SP 2400f-2. OE: Bot chord 2x6 SP SS : B2 2x6 SP 2400f-2 OE: Webs 2x4 SP #3 :W6, W7, W8, W12, W20 2x4 SP #2 N: W9 2x6 SP #2 IN W10. W19 2x4 SP 2400f- 2.OE. Lumber value set " 1313" uses design values approved 1 /30/2013 by ALSC Nailnote Nail Schedule 0.128" x3" nails Top Chord 1 Row @ 2.75" 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. Plating Notes All plates are 4X4 except as noted. 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Loading Girder supports: 30- 0- 0 span to TC one face and 2-0-0 span to TC/BC split opposite face. Puriins The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. Snow Criteria (Pg,Pf in PSF) 1 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): 0.178 O 844 360 V 2251 / 45 I - / 0 / - 1 5 7 Lu: NA Cs: NA VERT( TL) 0 312 O 614 240 R 11451 / - / - / 1 ! - / 4.0 Snow Duration: NA HORZ(LL). 0.013 G L 4469 / - / - / - / - / 3 0 j HORZ(TL): 0.018 G V Min Big Width Reg = 1.5 Code / Misc Criteria Creep Factor: 2 0 R Min Brg Width Reg = - Bldg Code: FBC 6th ed 2017 Max TC CSI: 0,773 L Min Brg Width Reg = 1.9 TPI Std: 2014 Max BC CSI 0 904 Bearings V. R, & L are a rigid surface. Rep Factors Used: Yes Max Web CSI: 0.608 Members not listed have forces less than 375# FT/RT:20(0)/10( 0) Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens. Comp. Chords Tens. Comp WAVE VIEW Ver: 17.02. 01A.1115.21 Bearing Block(s) Brg blocks: 0.128"x3" nails brg x-loc #blocks length/ blk #nails/blk wall plate 2 8.124' 1 14" 18 Rigid Surface Brg block to be same size and species as chord Refer to drawing CNNAILSP1014 for more information Additional Notes Truss must be installed as shown with top chord up. 03127/2018 A - B 67 542 G - H 0 - 3335 C - D 1883 92 H - 1 0 - 4553 D- E 5495 0 1- J 0- 4542 E - F 520 22 J - K 0 - 4550 F - G 520 22 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp U -T 760 -81 P-O 5186 0 S -R 66 -2221 O-N 5186 0 R- Q 0- 8001 N- M 4542 0 Q - P 3041 0 Maximum Web Forces Per Ply (Ibs) Webs Tens. Comp. Webs Tens Comp. A - V 20 - 716 F - Q 0 - 689 A - U 597 - 74 Q - G 0 - 3980 U -B 49 -748 G-P 1010 0 B- T 47 -621 P- H 0- 2069 C-S 0 -2282 H -N 72 -714 S-D 1161 0 1-N 0 -545 a-R 0 -3780 J -M 0 -1163 R- E 0- 3463 M- K 4890 0 E- Q 3925 0 K- L 0- 2346 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, handlingq shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) f5' r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherwise,top chord shall have properlyy attached structural sheathing and bottom chord shall have a propperly attached nppld cellin9 Locations shown for permanent lateral restraint Of webs shall have bracln Installed per BCSI sections B3, B7 or 810, as applicable. Apply plates to each face. of truss and position as snown above and on the Jo n Details. unless noted otherwise. Refer to drawings 16OA-Z for standard plate positions. Alpine, a division of ITW BuLtildingg Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build the truss In conformance with ANSIrtP1 1, or for handllrI j shipping, installatidn and bracing of.trussesA seal on this dr wing or cover page listing this drawing, indicates acceptance of pro) essionaengineer) responsibility solely for the design shown. The suifSbility and use of this drawing for any structure is the responsibility of the Building Desigrier per ANSI/TPI 1 Sbc.2. For more information see this job's general notes page and these web sites. ALPINE. www.alpineitw.corn TPI. www tpinst org:. SBCA. www sbondustry com, ICC. www iccsaf ALPINE TW !o.- 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333522 '... Ply: 1 ! SEQN: 1596 / T14 1 HIPS Cush. R R8975 JRef 1 W9M89750143 FLORIDA TEEN BUILDERS Oty 1 FROM PFH DrwNo 086 18 1218 37533 Truss Label: C1G KM / b'VIIK 03/27,12018 1 ' 10" 8 64" 9' 10" 4 14' 5"8 16'4" 1' 10"8 4'5" 8 3'6" 4 47'4 1 10'8 Z 4 4'312 3'8" 4'3"12 2V4 2VA 64" 10, 14'3" 12 164" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL 20.00 Wind Sid. ASCE 7-10 Pg NA Ct NA CAT NA' PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W TCDL 17.00 Speed: 150 mph Pf NA Ce. NA VERT(LL): 0230 D 837 360 B 2095 / 986 1 - / - / 4.0 BCLL 000 Enclosure Closed Lu NA Cs: NA VERT(TL). 0 863 D 352 240 G 2106 / 862 / 4.0 BCDL 10.00 Risk Category. II Snow Duration. NA HORZ(LL). 0.032 C - Wind reactions based on MWFRS Des Ld 47,00 EXP:C HORZ(TL): 0.076 C B Min Brg Width Req = 2 5 NCBCLL 10.00 Mean Height: 20.91 ItCode TCDL: 4.2 psf Misc Criteria CreepFactor: 2.0 G Min Brg Width Req = 2 5 Soffit: 0.00 BCDL: 5.0 psf Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.797 Bearings B & G are a rigid surface Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TEL Std: 2014 Max BC CSI 0.919 Members not listed have forces less than 375# Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.365 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 144.00 ft FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE, HS VIEW Ver: 17.02.01A. 111521 B C 1506 -3622 E • F 3224 •7916 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N 72 2x4 SP 2400f-2.OE: Bot chord 2x6 SP SS Webs 2x4 SP #3 :W2, W6 2x4 SP 2400f-2.OE: Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Dur.Fac.=1.25I Plate Dur.Fac.=1.25) TC From 78 plf at -1.00 to 78 plf at 16.33 BC: From 20 plf at 0.00 to 20 plf at 16.33 TC 66 lb Conc. Load at 1.91,14.44 TC: 47 lb Conc. Load at 3 94, 5.94, 7.94. 8A0 10. 40,12.40 BC 51 lb Conc. Load at 1.09 BC: 37lb Conc. Load at 1 91,14.44 BC 148 lb Conc. Load at 3,09 BC: 33 lb Conc. Load at 3,94, 5 94, 7.94, 8.40 10, 40,12 40 BC: 246 lb Conc. Load at 5.09 BC 347 lb Conc. Load at 7.06, 9,06,11.06.13 06 Wind Wind loads and reactions based on MWFRS. Additional Notes WIND LOAD CASE MODIFIED' H "'+" k r 40 E•• a. Z08 1 r SAT Q , r KIAI COA #„ o 0 3/27;2018 C - D 3135 - 7698 F - G 1593 - 3893 D - E 3135 -7698 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - K 3182 -1311 1 - H 3467 -1411 K - J 3213 - 1302 H - G 3423 - 1399 J - 1 8001 - 3272 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - J 4616 - 1895 1 - F 4588 - 1870 D - J 349 - 380 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING' IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS sses require extreme care in fabricating, handlingg shippin installing and bracing. Refer to and follow the latest edition of BCSI (Building nponentSafetyInformation, by TPI an SBCA) Air safety ractIces prior to performing these functions. Installers shall provide temporary in per SCSI. Unless noted olherwlse,top chord shall have properly attached structural sheathing and bottom chord shall have a properly chtlriggidceiling.Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 910, aftl applice. Applyplates to each faceof truss and position as 3nown above and on the Joint -Details, unless noted otherwise. Refer to NIngs 160A-Z for standard plate positions. ne, a division of ITW Bt1ildinq omponents Group Inc. shall not be responsible for any deviation from this drawin any failure to build the s in conformance with AIS 1 1, or for handlini shipping, installation and bracing of trussesA seal on this dr wiXq or Cover page , ing this drawingindicatesacceptance9fproTessionafengineeringresponsibilitysolelyforthedesinshown. The suiMbfllty I use of this drawing for any structure Is fhe responsibility of the Building Desigrfer per ANSIITPI 1 S%c.2. note information see this job's general notes page and these web sites ALPINE-. wwwalpineaw. com, TPI www.tpinst. org SBCA. wwwsbondustry com, ICC www. iccsafe ALPINE 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333522 Ply 1 SEQN 1597 / T48 f COMN', Cust R R8975 JRef i W9M89750143 FLORIDA TEEN BUILDERS Qty 3 FROM RDG DrwNo 086 18 1218 34802 Truss Label: DI KM / WFIK 03/27/2018 T 10" 158" T 10•' T 10"--- H0510 C 6 v B D I, V A 2X4- 4X4( B1) 4X4( B i ) C - 15.8 7' 10" T 10" 7' 10" 15'8" Wind Criteria Snow Criteria (Pg Pt in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Wind Std ASCE 7-10 Pg: NA CL NA CAT NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W Speed: 150 mph Pf: NA Ce NA VERT(LL) 0.010 E 999 360 B 849 / 240 / 579 / - / 153 / 4.0 Enclosure: Closed Lu NA Cs NA VERT(TL) 0 041 E 999 240 D 765 / 210 ! 494 / Risk Category II Snow Duration NA HORZ(LL) 0 010E Wind reactions based on MWFRS EXP C HORZ(TL) 0 020 E B Min Brg Width Req = 1.5 Mean Height 22.40 tt Code / Misc Criteria Creep Factor: 2.0 D Min Br Width Re 9q = - TCDL 4.2 sf pBldg Code FBC 6th ed 2017 Max TC CSI. 0.878 Bearing B is a rigid surface BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI 0,736 Members not listed have forces less than 375# C& C Dist a: 3.00 ft Loc. from in 9.00 ft Rep Factors Used: Yes FT/ RT:20(0)/10(0) Max Web CSI: 0.134 Maximum Top Chord Forces Per Ply (Ibs) endwall: not Chords Tens.Comp Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE. HS VIEW Ver 17.02,01A.1115 21 B - C 448 - 1063 C - D 464 - 1061 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. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - E 838 - 294 E - D 838 - 294 ele".- x !.1 "+rtrti ITr s` 08 2 • a f j/•••A COA # mob fd44"" i0tiv, 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, handlingq shipping. installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byY TPI and SBCA) fb safety practices prior to performing these functions Installers shall provide temporary bracin per BCSI. Unless noted o2herwise,top chord shall have property attached structural sheathing and bottom Chord shall have a properly attachngidceilinLocationsshownforpermanentlateralrestraintofwebsshallhavebracingInsailedperBCSIsections83, 67 or 810, as app ica a Apply plates to each face. of truss and position as shown above and on the Join Details. unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. ALPINE Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI 1, or for handling, shipping, Installation and bracing of trussesA seal on this drawing or cover page , , listing this drawing indicates acceptance of pro essionaf engineering responsibility solely for the desi n shoyTh. The suiCability 2400 Lake Orange Dr Suite 150 anduseorfthisddawingforanystructureistfleresponsibilityoftheBuildingDesignerperANSIITPI1Sbc.2. For more information see this job's general notes page and these web sites. ALPINE. www al ineaw. com. TPI www.t insi org SBCA. wwwsbandust com: ICC. wwwiccsafe. org Orlando FL, 32837 Job Number: N333522 Ply i SEON 1598 I T47 / COMNCusp RR8975 JRer 1W9M89750143 FLORIDA TEEN BUILDERS Oty 1 FROM RDG DrwNo 086 18.1218.37594 Truss Label: D2 KM / VJHK 03/27i2018 T 10" 158" T10" 7:10" 7' 10" T 10" T 10" 15.8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL 20.00 Wind Std ASCE 7-10 Pg NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W TCDL 17.00 Speed: 150 mph Pf: NA Ce: NA VERT(LL) 0 011 E 999 360 B 849 / 361 / 579 / - / 153 / 4.0 BCLL 0.00 Enclosure: Closed Lu NA Cs: NA VERT(TL) 0 041 E 999 240 D 765 / 315 / 494 1 - / - 14.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL) 0 010 E Wind reactions based on MWFRS Des Ld: 47.00 EXP: C HORZ(TL): 0.020 E B Min Big Width Reg = 1 5 NCBCLL 10.00 Mean Height: 22.40 ft gCode I Misc Criteria Creep Factor 2 0 D Min Brg Width Reg = 1.5 Soffit: 0.00 TCDL 4.2 psf gCDL: 5.0 psf Bldg Code: FBC 6th.ed 2011 1Max TC CSI: 0 878 Bearings 8 & D are a rigid surface. ggLoad Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 1 Max BC CSI: 0 736 Members not listed have forces less than 375# Spacing: 24.0 " C&C Dist a: 3.00 tt Rep Factors Used: Yes Max Web CSI: 0.134 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 ft FTIRT:20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE, HS VIEW Ver 17.02 01A 1115 21 B - C 448 - 1063 C - D 464 - 1061 Lumber Maximum Bot Chord Forces Per Ply (Ibs) ValueSet: 13B (Effective 6/1I2013) Chords Tens.CompChords Tens. Top chord 2x4 SP #2 IN Comp. Bot chord 2x4 SP #2 N B - E 838 - 294 E - D 838 - 294 Webs 2x4 SP #3 Lumber value set "'I 3B" uses design values approved 1 /30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. 11 i O. 708 1 r * a r a r ' as A ' • t CIA ad NA ",i 0 3/27/2018 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, handlingq shl ping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) fb safety practices prior to performing these functions. Installers shall provide temporary bracjn per BCSI.. Unless noted oTherwise,top chord shall have proper)Y attached structural sheathing and bottom hord shall have a propefly attach ci rigqid ceiling Locations shown for permanent lateral restraint of webs shall have braactn insjalled per BCI sections 83, B7 or B10 as applicable. Apply plates to each face. of truss and position as shown above and on the Joini9Detatls, unless noted othefwlse. Refer to ALPINE drawings160A-Z for standard plate positrons. Alpine. a division of ITW BU iildr1CComponents Group Inc. shall not be responsible for any deviation from this drawin any failure to build the trussinconformancewithANSla11. or for handlin4, shipping, installation and bracingof trussesA seal on this dr winq or cover paqe , , 2400 Lake Orange Dr. listingthisdrawingqindicatesacceptanceofro'essionalq en ineerin respor iliNN solely for the de n shown. The suiCability Suite 150 anduseofthisdrawingforanystructureistitheresponsibilitoftheBuildingDesigrierperANSIITPI1In. For more information see this job's general notes page and these web suer._ ALPINEwww.arpinedw coin_ TPI www msLorg; SBCA. www.sbcintlustrycom. ICC. www.iccsafeorg Orlando FL, 32837 Job Number: N333522 Ply 1 FLORIDA TEEN BUILDERS Qly 1 Truss Label: D3G 7' 8'$" 7' 1,8" 1C _ Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind St& ASCE 7-10 TCDL: 17.00 Speed: 150 mph BCLL 0.00 Enclosure Closed BCDL: 10.00 Risk Category: II Des Ld 47.00 EXP: C Mean Height: 22.19 ft 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 GCpr 0.18 Wind Duration: 1.60 Lumber Value Set: 138 (Effective 6/l/2013) Top chord 2x4 SP #2 N :T1 2x4 SP #1: Bot chord 2x4 SP 2400f-2.OE Webs 2x4 SP #3 Lt Wedge 2x4 SP #3::Rt Wedge 2x4 SP #3: Lumber value set "'I 3B" uses design values approved 1/30/2013 by ALSC Loading 1 hip supports 7-0-0 jacks with no webs. Wind Wind loads and reactions based on MWFRS. 4X6 4X6 C D 15,81, SEQN 1599 ! T46 ! HIPS Cust RR8975 JRef: 1W9M89750143 FROM RDG DrwNo 086.181218.34864 KM / WHK 03/27/2018 15'8" 7 _ 7' 1"12 1'4"8 , T 1"12 T 1"12 Snow Criteria (Pg,Pf in PSF) DefUCSI CriteriaA Maximum Reactions (Ibs) Pg: NA CY NA CAT: Nk PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh l RL W Pf: NA Ce: NA VERT(LL): 0.049 G 999 360 B 1445 / 616 1- / - / - 4.0 Lu: NA Cs: NA VERT(TL): 0.189 G 999 240 E 1445 / 617 / - / - / - 14.0 Snow Duration: NA HORZ(LL): 0.018 G Wind reactions based on MWFRS HORZ(TL): 0.045 G B Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor: 2.0 E Min Brg Width Req = 1.5 Bldg Code: FBC 6th.ed 201 Max TIC CSI: 0.887 Bearings B & E are a rigid surface. TPI Std: 2014 Max BC CSI: 0.392 Rep Factors Used: No Max Web CSI: 0.252 i Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s):--- WAVE VIEW Ver: 17.02.01A.1115.21 B - C 962 -2271 D - E 962 -2271 D 792 -1936 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B -H 1910 -785 G-E 1911 -785 H - G 1936 - 792 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - H 6W -194 G - D 645 -186 I l x . xfi(f t 4fil. I A- C( NA 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 fabricatingq, handlin shipping. installingand bracing.. Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI and SBCA) fo'r safPety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.. Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom hord shall have a propperly attachedrigidceiling. Locations shown for permanent lateral restraint of webs shall have bracin insalled per BCSI sections B3, B7 or 910, asapplicable. Apply plates to each face. of truss and position as shown above and on the JoinE9Details, unless noted otherwise. Refer to ALPINE drawings160A-Z for standard plate positions. Alpine, a division of ITW Buildina Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the .M1 uP— truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of_trussesA seal on this dr'dwinqor cover page, . 2400 Lake Orange Dr. listingthisdrawingindicatesacceptanceofproesslonaenmeermresonslbilitvsole) for the desi n sho n. The sui bill Suite 150 andseofthis [pawing for any structure is the responsibilityofthe Building Desigrfer per ANSI/TPI1 S c.2. For more information see this job's general notes page and these web sites: ALPINE- www. al ineaw.Com; TPI: www.t inst. or ; SBCA: www. sbcinduslr .corn; ICC: wwwiccsafe org Orlando FL, 32837 Job Number: N333522 FLORIDA TEEN BUILDERS Truss Label: L1......... ..... MM Ply: 1 SEON 1649 / T26 / HIPM Cust R R8975 JRef 1 W9M89750143 Oty. 1 FROM. RDG DrwNo. 086 18 1218 34880 KM / WHK 03/27/2018 9' 14'0"8 15, 6X8 4X4 C T2 D 12 [ 4 L_ M B G F 'E t_ 2X4(A1) 4X4 3X6 Ic _ 15' _ 93 8 4'10"12 9 3 8 14'2"4 9" 12 15' . Loading Criteria (psf) i Wind Criteria Snow Criteria (Pg.Pf in PSF) Defl/CSI CriteriaA Maximum Reactions (Ibs) 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 I W TCDL 1700 Speed: 150 mph Pf NA Ce NA VERT(LL): 0.055 G 999 360 g 772 / 221 / 568 / - / 127 180 BCLL 000 Enclosure: Closed Lu. NA Cs NA VERT(TL): 0.205 G 999 240 E 740 / 213 / 451 I • / - 1 8.0 BCDLI 10.00 Risk Category II Snow Duration NA HORZ(LL) 0 022 G Wind reactions based on MWFRS Des Ld: 47.00 EXP:C HORZ(TL) 0.051 G B Min Brg Width Req = 1.5 NCBCLL: 10.00 Mean Height: 15.00 ft TCDL: 4.2 psf Code / Misc Criteria Creep Factor 2.0 E Min Br Width Re 1.59q = Soffit 0 00 BCDL: 5.0 psf Bldg Code FBC 6th ed 2017 Max TC CSI: 0 937 Bearings B & F are a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Sid 2014 Max BC CSI: 0.899 Bearings B & F require a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft Rep Factors Used: Yes FT/RT:20(0)!10(0) Max Web CSI: 0.393 V IEVer: Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s) Chords Tens.Comp. Chords Tens. Comp, Wind Duration: 1.60 WAVE 17.02.01A,1115.21 R - r san - inss r. - n via PAR Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 :T2 2x4 SP #2 N: Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set " 1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B - G 917 - 438 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. G - D 1031 - 482 D - F 337 - 662 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) fbr safPety practices prior to performing these functions. Installers shall provide temporary bracing per BGSI.. Unless noted o herwlse,top chord shall have properly attached structural sheathin and bottom Chord shall have a properlyattachedriggidcedingLocationsshownforpermanentlateralrestraintofwebsshallhavebraclnInstalledperSCSIsectionsB3, B7 or 910asappllcaf3le. Apply plates to each face of truss and position as mown above and on the JolnfDetails. unless noted otherwise. Refer to' ALPINEdrawings160A•Z for standard plate positions Alpine. a division of ITW Build ln ompon nts Group Inc. shall not be responsible for any deviation from this drawin any failure to build the a w_o cn;ry truss In conformance with ANStI 1 1, or for handling, shippinq, installation and bracing of,trussesA eal on this drbwing or cover pa e , , 2aoo Lake Orange Dr listing this drawing indicates acceptance of pro) essionarr engineerinresponsibility sole for the design shown. The suitability anduseofthisyawingforanystructureistheresponsibilityoftheBuildingDesigrferpeANSI/TPI 1 Sbc.2. Suite 150 For more information see this job's general notes page and these web sites. ALPINE. w al ineitw com. TPI. www.l insl.or : SBCA- wwwsbondust com: ICC. w iccsafe. org Orlando FL, 32837 Job Number: N333522 Ply. 1 SEQN. 1601 ! T75 / HIPM Cust R R8975 ,lRef l W9M89750143 FLORIDA TEEN BUILDERS Qly 1 FROM RDG DrwNo 086 18 1218 34428 Truss Label: L2G KM / WHK 03/27/2018 7' 10,81, 14' 15, 7, 3,8„ 3A" 1, 4X10 2X4 4X8 12 C D T2 E 3X6(A1) 4A4 nAlu 3X6 15' ,I 7' 1"12 3'6"4 3'6"4 T1"12 10'8" 14'2"4 9"l2 15, Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF); Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7.10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W TCDL: 17.00 Speed: 150 mph Pf: NA Ce: NA VERT(LL). 0.060 1 999 360 B 1283 / 394 / - / - / - / &0 BCLL: 0.00 Enclosure Closed Lu: NA Cs: NA VERT(TL): 0.225 1 999 240 F 1614 / 472 / - / - / - / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA I HORZ(LL): 0.016 G - - Wind reactions based on MWFRS I EXP: C Des Ld 47.00 1 Mean Height: 15.00 ft I HORZ TL 0.038 G B Min Br Width Re 1.5gq NCBCLL: 0.00 TCDL: 4.2 psf Code / Misc Criteria Creep Factor. 2.0I F Min Brg Width Req = 1.9 Soffit: 0.00 BCDL: 5.0 psf Bldg Code: FBC 6th.ed 2017 Max TC CSI: 0.730 Bearings B & G are a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.642 Bearings 8 & G require a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: No Max Web CSI: 0.855 Members not listed have forces less than 375# Loc. from endwall: NA FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver 17.02 01A.1115 21 Lumber B - C 828 - 2782 D - E 557 -1901 C - D 557 - 1901 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 :T2 2x4 SP #2 N: Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP #1 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP #3 Lumber value set 1313" uses design values B - I 2572 - 750 1 - H 2619 - 757 approved 1/30/2013 by ALSC Maximum Web Forces Per Ply (Ibs) Loading Webs Tens.Comp. Webs Tens. Comp. 1 hip supports 7-0-0 jacks with no webs. C - I 775 - 111 H - E 2245 - 657 Left side jacks have 7-0-0 setback with 0-0-0 cant C - H 238 -855 E - G 483 - 1472 and 1-0-0 overhang. End jacks have 7-0-0 setback D - H 326 -637 with 0-0-0 cant and 1-0-0 overhang. Right side jacks have 0-0-0 setback with 0-0-0 cant and 0-0-0 overhang.ybtlstrtnawrrr}rlf FFt' Wind H. ' m r Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure COA #(T NA,- "r v "'- -ov%N- 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, handling, shipping, installing, and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) fbr safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid cellln9 Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or 610 as applicable. Apply plates to each face. or truss and position as shown above and on the Join Details, unless noted otherwise. Refer to' drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildlnl omponents Group Inc. shall not be responsible for any deviation from this drawinct any failure to build the truss in conformance with ANSI/T 1 1, or for handling, shipping, installation and bracing of,trussesA seal on this drawing or cover pa e, listing this drawing, indicates acceptance of ppro esstona engineering responsibility solely for the design shown. The sui ability anduseofthiseawingforanystructureisfheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites ALPINE www.alpineitw.com: TPI. www.tpinst.org.. SBCA- www.sbondustry com, ICC. www.imsafe. ALPINErrx: nwwry 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333522 Ply. 1 SEQN: 1602 / T23 J HIPM Cust R R8975 JRef 1 W9M89750143 FLORIDA TEEN BUILDERS Oly 1 FROM RDG DrwNo 086 18 1218 36315 Truss Label: H1G '.. '... KM / WHK 03/27/2018 7' 10'10"7 7' 3.10,.7 715"11 T 3'4"13 ---- T1"12 T8"l1 7'1"12 10'10"7 Loading Criteria (psr) Wind Criteria Snow Criteria (Pg Pr in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct NA CAT NAI PP Deflection in loc L/defl L/# Loc R / U / Rw I Rh -/ RL / W- TCDL: 1700 Speed 150 mph Pf NA Ce. NA VERT(LL) 0.020 F 999 360 B 572 / 198 I - / - / - / 8.0 BCLL 000 Enclosure. Closed Lu NA Cs: NA VERT(TL): 0.076 F 999 240 F 995 / 224 J - / - / - / 11.3 BCOL: 10.00 Risk Category II Snow Duration: NA HORZ(LL): 0.012 F E 611 / 207 1- / - / - / 57 Des Ld. 47.00 EXP: C — HORZ(TL): 0,030 F Wind reactions based on MWFRS Mean Height 15.00 ft Code / Misc Criteria Creep Factor: 2.0 B Min Brg Width Req = 1.5NCBCLL: 0.00 PTCDL .2 psf F Min Br Width Req = 1 5 Soffit 0.00 BCDL: 5.0 sf BldgCode FBC 6th ed 2017 Max TC CSI: 0.805 g P E Min Brg Width Req = 1.5 Load Duration. 1 25 MWFRS Parallel Dist: 0 to h/2 TPI Std 2014 Max BC CSI: 0.681 Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used: No Max Web CSI: 0.181 ; Bearings B, F, & E are a rigid surface. p g 1 Bearings B& F require 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 375# Wind Duration: 1.60 WAVE VIEW Ver. 17.02 01A.1115.21 Maximum Top Chord Forces Per Ply (Ibs) Lumber Chords Tens.Comp. Value Set: 13B (Effective 6/1/2013) B - C 179 -449 Top chord 2x4 SP #1 :T2 2x4 SP #2 N: Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Loading 1 hip supports 7-0-0 jacks with no webs Left side jacks have 7-0-0 setback with 0-0-0 cant and 1-0-0 overhang. End jacks have 7-0-0 setback with 0-0-0 cant and 1-0-0 overhang. Right side jacks have 0-0-0 setback with 0-0-0 cant and 0-0-0 overhang. yttutttttuNtrrb Wind Wind loads and reactions based on MWFRS ` «.«""'"'' .«r• '" y Right end vertical not exposed to wind pressure $ 4\ •. 4 . M i a. 7,08 1 s SAT a t COA (%, 7j,RStNALY Np to"i, 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 fabricatingg, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an a SBCA) f r safPEly practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathingg and bottom Chord shall have a propperly attached r1 Id ceilm Locations shown forpermanent lateral restraint of webs shall hav bracln Insialied p r BC51 sections B3, B7 or 910 as appllca le Appplgji plates to each face. or truss and position as shown above and on tI a Join Details, unless noted otherwise. Refer to' A LPI N E drawings 160A-Z fbr standard plate positions. Alpine, a division of ITW B 1 ildin( ccompon nts Group In shall not be responsible for any deviation from this rawin an failure to build the , c truss in conformance with ANSI/TPI 1, or or handlin4, s, ippinq, Installatldn and bracing of trussesA seal on this dr wing or cover page 2400 Lake Orange Or. listing this drawing, indicates acceptance of pro esslona engineering responsibili solely or the desi n shown. The suif9ability Suite 150 and useofthisdrawingforanystructureisf11eresponsibilityoftheBuildingDesigerperANSI/TPI 1 S c.2. For more information see this job's general notes page and these web sites. ALPINE: www.al ineitw.com: TPI: www.t instor: SBCA: wwwsbcindustrycom,ICC wwwiccsafeorg Orlando FL, 32837 Job Number: N333522 FLORIDA TEEN BUILDERS Truss Label: V3 Ply i SEON 1603 / T53 / VAL Cush R R8975 JRef 1 W9M89750143 Oty i FROM PFH DrwNo 086 18 1218 36939 KM / WHK 03/27/2018 1' 10"8 6' 1108 41' 8 12' 10'1"8 12' 4' 1 "8 1 ' 10"8 6' 6' 6' 12' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg Pf in PSF) Defl/CSI Criteria Maximum Reactions (lbs), or'=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Fig: NA CL NA CAT NA, PP Deflection in loc L/defl U# ; Loc R / U / Rw / Rh / RL / W TCDL. 17,00 Speed. 150 mph Pf NA Ce NA VERT(LL) 0 001 H 999 360 I' 98 131 / 54 /- / 2 ! 144 BCLL: 0.00 Enclosure Closed Lu: NA Cs NA VERT TL 0.003 H 999 240 Wind reactions based on MWFRS BCDL 10,00 Risk Category: II Snow Duration NA HORZ(LL) -0 000 F I Min Brg Width Req = - Des Ld: 47.00 EXP. 0 Mean Height: 22.39 ft HORZ( TL) 0.001 IF Bearing A is a rigid surface. NCBCLL: 10.00 TCDL 4.2 psf Code I Misc Criteria Creep Factor 2 0 Soffit: 0.00 BCDL: 5.0 psf Bldg Code. FBC 6th ed 2017 Max TC CSI 0.337 Members not listed have forces less than 375# Maximum Web Forces Per Ply (Ibs) LoadDuration: 1.25 MWFRS Parallel Dist: h to 2h TPI Std: 2014 Max BC CSI 0 117 Webs Tens.Comp. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.074 Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) C - G 248 -400 GCpi: 0.18 Plate Type(s) Wind Duration: 1.60 WAVE VIEW Ver 17,02 01A 1115 21 7 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "13B" 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 . r fkk ^}/gyp i. 11J Ci s S !""< t 0 ' COA g L NAL , MkMt}{pk4N 0 3%27/201 9 WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatin , handlingg shlppI installingand bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SIB fbr safety ractices prior to performing these functions. Installers shall provide temporary bracin per SCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom Chord shall have a properly attach tl rigid cellin Locations shown for permanent lateral restraint Of webs shall have bracmp Installed per BCSI sections B3, B7 or 910, as applicableAppyplatestoeachface. of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to drawings 16OA- Z for standard plate positions. ALPINE Alpine, a division of ITW Buildin omponents Group Inc shall not be responsible for any deviation from this drawingan failure to build the truss In conf rmance with ANSI/ 11, or for handling shipping, installation and bracing of.trussesA seal on this drawiX or Cover pa e. - listiny this swing indicates acceptance of proTessionar en ineering responsibilit, solely for the desi n shov7n. The suitability this a awing for is Desigrier ANSI/TPI 1 2aoo Lake Orange Dr. Suite 150 and use oanystructuretheresponsibilityoftheuildifigperSc.2. For more information see this job's general notes page and these web sites: ALPINE: www. alpineitw.com: TPI www tpinsLorg. SBCA: wwwsbcindustry. coin. [CC, wwtyiccsafe org_- Orlando FL, 32837 Job Number: N333522 Ply 1 SEQN 1604 / T44 1 VAL Cust R R8975 JRef: 1 W9M89750143 FL.ORIDA TEEN GUILDERS Qty 1 FROM PFH DrwNo: 086.18 1218.34490 Truss Label: V2 KM / WHK 03/27/2018 1' 10" 8 6' 1 "8 8' 11 10„8 4'3 1110,18 Loading Criteria (psf) Wind Criteria TCLL. 2000. Wind Std: ASCE 7-10 TCDL 17.00 Speed: 150 mph BCLL 000 Enclosure Closed BCDL 1000 Risk Category II EXP: C Ld 47 00DesLdDes Mean Height: 23.39 ft 10 00 TCDL: 4.2 psf Soffit: 0.00 BCDL 5.0 psf Load Duration 1,25 MWFRS Parallel Dist: h to 2h Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 It GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Valley truss connection to truss below shall be designed and furnished by others . 8' 8' 8' Snow Criteria (PgPf in PSF) Defl/CSI Criteria Maximum Reactions (lbs), or "=PLF Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# loc R / U I Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL) 0.001 F 999 360 G' 97 / 26 / 53 /- / 2 Lu NA Cs: NA VERT(TL) 0 003 F 999 240 Wind reactions based on MWFRS Snow Duration. NA HORZ(LL) -0.000 E - - G Min Big Width Req = HORZ(TL) 0.001 E Bearing A is a rigid surface Code / Misc Criteria Creep Factor 2 0 96.0 Bld Code FBC 6th ed 2017 Max TC CSI0 463 Members not listed have forces less than 375# 9TPI Std: 2014 Max BC CSI 0 117 Rep Factors Used: Yes Max Web CSI: 0.058 FT/ RT:20(0)/10(0) Plate Type(s): i WAVE VIEW Ver: 17.02.01A.1115.21 Mt° urruurt+rrr it '. 2 ` I •• '• tt / '• o. 708 1 Ir SAT t i ° kf s t ` a oftew plot, 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, handling, shipping, installing and bracing.Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI and SBCA) fbr saety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathingg and bottom Chord shall have a propperly attached n id cellin9 Locations shown for permanent lateral restraint of webs shall hav br8cinq msI tilled per BCI sections B3, B7 or 810 as applicable. Apply plates to each face. of truss and position as shown above and on tehe Joinf Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Build n1g omponents Group Inc. shall not be responsible for any deviation from this drawinq an failure to build the truss in conformance with ANStI/T 1 1, or for handlin4, shipping, installatitln and bracin of trussesA seal on this drawin or cover pa e listing this drawing, indicates acceptance of proTessionaf en ineerN respons bility solely for the de si n shown. The suitability anduseofthisaawingforanystructureistheresponsibilitoftheBuildingDesigrierperANSUTPI1ac.2. For more information see this job's general notes page and these web sites. ALPINE: wwwalpineaw. com: TPI. wwwtpinst. org SBCA. wwwsbandustry. coma. ICC. www. iccsaf ALPINE 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number N333522 Ply. 1 '; SEQN: 1605 / T56 I VAL CLISt RR8975 JRef, 1VV9M89750143 FLORIDA TEEN BUILDERS Qty 1 FROM. PFH DrwNo 086 18 1218 36627 Truss Label: V1 KM / VVHK 03/27/2018 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 " Wind Criteria Wind Std ASCE 7-10 Speed 150 mph Enclosure. Closed Risk Category II EXP:C Mean Height: 24.39 ft TCDL 4 2 psf BCDL 5.0 psf MWFRS Parallel Dist h to 2h C&C Dist a: 3.00 It Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 136 (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "l3B" 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 1' 10" 8 4' 1'10"8 2'1"8 Snow Criteria (PgPf m 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 Sid 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE 4' 4' 4' Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0 005 999 360 VERT(TL): 0.017 999 240 HORZ(LL): -0.002 - HORZ(TL): 0.004 Creep Factor: 2.0 Max TC CSI: 0.097 Max BC CSI: 0 141 Max Web CSI: 0,000 VIEW Ver: 17.02.01A.1115.21 l-- •"r i 0. 708 SAT 0 03/27/2018 Maximum Reactions (lbs), or `=PLF Loc R / U / Rw / Rh / RL / W D' 97 / 11 150 /- / 5 1480 Wind reactions based on MWFRS D Min Brg Width Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping.. installing. and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) ib safety practices prior to performing these functions. Installers shall provide temporary bracin per BCSI.. Unless noted otherwlse,top chord shall have properly attached structural sheathing and bottom Chord shall have a properly attach , rigid cellin Locations shown forpermanent lateral restraint of webs shall hay bracln Installed per BCSI sections B3, 67 or 10 asapplicable. Apply plates to each face of truss and position as shown above and on tfle Join f Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildinQComponents Group InC shall not be responsible for any deviation from this drawin anY failure to build the truss In conformance with ANSIn PI 1, or for handling shipping, Installation and bracing of.trussesA seal on this dr wiflq or cover page . listing this drawing indicates acceptance of professlonar en ineering responsibility solely for the desi n shoWn. The suiiablI anduseothisyawingforanystructureistheresponsibilitlloftheBuildingDestgerperANSIITPI1Sc.2. For more information see this job's general notes page and these web sites. ALPINE. www.alpineaw.com, TPI. www.tpmstorg: SBCA www.sbcmdustrycom: ICC. www iccsaf ALPINE nv r? vr mura.rr 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333522 Ply 1 SEON 1606 1 T41 / MOt FLORIDA TEEN BUILDERS Oty 1 FROM RDG Truss Label: MG1 CusL R R8975 JRef 1 W9M89750143 D tw N o. 086.18 1218.35769 KM / WHK 03/27!2018 4' 10" 27' 4' 10" 7' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL 20.00 Wind Std: ASCE 7-10 Pg NA Ct. NA CAT: NA; PP Deflection m loc Lldefl L/# Loc R / U ! Rw / Rh / RL / W TCDL: 17.00 Speed: 150 mphP Pf: NA Ce: NA VERT(LL): 0.012 D 999 360 q 1521 / 499 / - / - ! - / 4.0 BCLL 0.00 Enclosure: Closed Lu NA Cs: NA VERT(TL) 0.044 D 999 240 C 1389 / 460- BCDL: 10.00 Risk Category: II Snow Duration NA HORZ(LL) -0.009 D - - Wind reactions based on MWFRS Des Ld: 47.00 EXP: C TL 0 021 D A Min Br Width Re 1.8gg NCBCLL 10.00 Mean Height: HORZ 22.44 ft Code / Misc Criteria CreepFactor: 2.0 C Min Brg Width Req = _ Soffit 0.00 TCDL: 4.2 psf BCDL 5.0 psf Bldg Code FBC 6th ed 2017 Max TC CSI: 0.773 Bearing A is a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std 2014 Max BC CSI: 0 586 Members not listed have forces less than 375# Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used Yes Max Web CSI: 0.783 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 144.00 FT/RT:20(0)/10(0) Chords Tens.Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17.02.01A.1115 21 A - B 433 - t319 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x6 SP SS Webs 2x4 SP #3 Lumber value set " 1313" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC. From 78 plf at 0.00 to 78 plf at 7.00 BC From 10 plf at 0.00 to 10 plf at TOO BC 765 lb Conc. Load at 1.40, 3.40, 5,40 Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. O. 708 C« l) • R t COA mrarf nlw m'``r 03/27/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A - D 1070 - 312 Maximum Web Forces Per Ply (Ibs) Webs Tens. Comp. Webs Tens, Comp D - B 2057 - 589 B - C 503 - 1470 IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Isses require extreme care in fabricating, handlingg shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building mponent Safety Information, by TPI an SBCA) fbr safety practices prior to performing these functions. Installers shall provide temporary icing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathlnq and bottom Chord shall hav a properly ach d rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections 83, 7 or 610. app Icaime. Apply plates to each face of truss and position as shown above and on the Join Details. unless noted otherwise. Refer to iwings 16OA-Z for standard plate positions. iine, a division of ITW Building1 ompon nts Group Inc shall not be responsible for any deviation from this drawing an failure to build the ss to conformance with ANSI/T 11, or or handlln4, shipping, installation and bracing of trussesA seal on this drBwiXg or cover page . Jng this drawing indicates acceptance of pro) esslonar engineering responsibilit yv solely for the desi n shov7n. The suidet ility d use of this drawing for any structure is the responsibility of the Building DesigrSer per ANSI/TPI 1 Sbc.2. more information see this job's general notes page and these web sites: ALPINE www alpineitw.corn TPI www. tpinst. org SBCA. wwwsbondustry com. ICC. www.iccsaf N AI ' ua rtvr r;nm,,,,v 2400 Lake Orange Or, Suite 150 Orlando FL, 32837 Ply. 1 SEQN. 1607 / T12 / VAL Cusl: RR8975 JRef 1W9M89750143 Oty: 2 FROM: PFH DrwNo 086 18 1218 37423 KM / WHK 03/27,12018 Job Number: N333522 FLORIDA TEEN BUILDERS Truss Label: MV2 Loading Criteria (psf) TCLL: 20.00 TCDL 1700 BCLL 000 BCDL 10.00 Des Ld 4700 NCBCLL: 1000 Soffit 000 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 22.56 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 9.00 ft GCpi. 0 18 Wind Duration 1 60 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Valley truss connection to truss below shall be designed and furnished by others 3'6"12 4' T6"12 5' 4 4', 3'6"12 5'4 3'6" 12 - - 4' 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 Deft/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(TL) NA HORZ(LL) 0 004 E HORZ(TL) 0.009 E Creep Factor: 2.0 Max TC CSI: 0.198 Max BC CSI: 0.164 Max Web CSI: 0.083 VIEW Ver: 17.02.01A.1115 21 03/27/2018 Maximum Reactions (lbs), or "=PLF Loc R /U /Rw /Rh /RL /W F' 97 /33 /67 /- /21 /480 Wind reactions based on MWFRS F Min Brg Width Req = - Bearing A is a rigid surface Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT`" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling shipping, installingand bracing.Refer to and follow the latest edition of BCSI (Building tSafetyInformation, by TPI ant] SBCA) r safety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted oherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly Id ceiling Locations shown for permanent lateral restraint of webs shall have bracing 1nsTalled per BCSI sections B3, B7 or 10, e. W y plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to of from this drawin anv failure to build the t seal on this dr gwirf or cover page , Aorthed1Sgc.sho n. The suicab111ty ALPINE n rI i, or Tor r acceptance any structure LCC nH mrc; ru?err 2400 Lake Orange Dr. Suite 150 Orlando FL.. 32837 Job Number: N333522 Ply 1 SEON: 1608 / T11 / VAL Cust R R8975 JRet 1 W9M89750143 FLORIDA TEEN BUILDERS Oty 2 FROM PFH DrwNo 086 18 1218 36830 Truss Label: MVi KM / WHK 03/27/2018 2' 2' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg Pf in PSF) Defl/CSI Criteria A 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 I U / Rw / Rh / RL / W TCDL 17.00 Speed. 150 mphP PP NA Ce: NA VERT(LL) 0.007 B 999 360 D` 97 / 16 / 60 / - / 12 / 24.0 BCLL: 0.00 Enclosure Closed Lu NA Cs NA VERT(TL). 0.027 B 999 240 ! Wind reactions based on MWFRS BCDL 10.00 Risk Category: II Snow Duration. NA HORZ(LL): 0.003 B - D Min Brg Width Req = - Des Ld 47.00 EXP: C HORZ(TL): 0.007 B Bearing A is a rigid surface. NCBCLL 10.00 Mean Height 23 06 ft TCDL: 4 2 psf Code / Misc Criteria Creep Factor: 2 0 Soffit: 0.00 BCDL: 5.0 psf Bldg Code: FBC 6th.ed 2017 Max TC CSI: 0.057 Members not listed have forces less than 375# Load Duration 1 25 MWFRS Parallel Dist: h/2 to h TPI Sid 2014 Max BC CSI: 0.132 Spacing: 24.0 " C&C Dist a. 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 Loc from endwall: not in 9.00 It FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s). I Wind Duration 1 60 WAVE VIEW Ver 17 02 01A.1115.21 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SIP #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 Valley truss connection to truss below shall be designed and furnished by others . r q. 708 1 t SAT 10 N AL 03.127/2018 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS the latest edition of BCSI (Building Installers shall provide temporary bottom hord shall have a propperly per BC I sections $3, B7 or 610finlessnotedotherwise. Referto' a division of his driwin anyy failure to build the on this dr wirtg9 or cover pagge ie design shown. The suitabillty ALPINE NE1 ANSIn PI 1, or for r icates acceptance ng or any structure TPI. wvnv. tpinstorg SBCA. - 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 Job Number: N333522 FLORIDA TEEN BUILDERS Truss Label: EJ7 Ply: 1 SEQN: 1609 / T22 / EJAC Cust R R8975 )Ref: 1 W9M89750143 Oty 7 FROM RDG DrwNo 086 18 1218 37065 KM / WIIK 03/27/2018 C 12 6 c o u7 M M V B 4t3 A D L 2X4(A1) 7' 7, Loading Criteria (psf) Wind Criteria Snow Criteria (Pg Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL 20.00 Wind Std: ASCE 7-10 Pg: NA CL NA CAT NA' PP Deflection in loc Udefl U# Loc R I U / Rw / Rh / RL / W TCDL 17.00 Speed: 150 mph Pf: NA Ce NA VERT(LL): NA B 436 / 94 1349 / - / 152 / 8 0 BCLL 0.00 Enclosure: Closed Lu. NA Cs: NA VERT(TL): NA D 136 / 13 / 106 / - / - / 1.5 BCDL 10.00 Risk Category: II Snow Duration NA HORZ(LL): 0,017 D C 237 / 113 / 153 / - / - / 1 5 EXP: C Des Ld 47.00 HORZT L): 0.040 D Wind reactions based on MWFRS Mean Height: 15.00 ft NCBCLL 10.00 Code I Misc Criteria Creep Factor 2.0 B Min Brig Width Req = 1 5 TCDL: 4.2 psf Soffit: 0.00 BCDL: 5.0 psf 1 Bldg Code FBC 6th.ed 20l7 Max TC CSI. 0.956 D Min Brg Width Req = - Load Duration. 1 25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CS] 0 602 C Min Brig Width Req = - Bearing B is a rigid surface. Spacing: 24.0 " I C&C Dist a: 3.00 ftpg Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B requires a seat plate. Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): VIEW Members not listed have forces less than 375# Wind Duration: 1.60 WAVE Ver: 17.02.01A.1115.21 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set " 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 (3) 0.131"x3.0", min. toe -nails at top chord. Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. kr 7.08 C0A`% ONA. %o OuIMIIlt111MZF 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. handlin shipping, installing. and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byY TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall hav a properly attach . rigid ceding Locations shown for permanent lateral restraint of webs shall have bracingq Installed per BC51 sections 83, 7 or 10 as appllcaf3le. Apply lates to each face. or truss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINEdrawings160A-Z for s andard plate positions. Alpine, a division of ITW Build ncQ ccomponents Group Inc. shall not be responsible for any deviation from this drawing any failure to build the MTv,nunnw truss In conformance with AN6101 1, or for handling, shippinq, Installation and bracing of.trussesA seal on this dr8wing or cover page .. 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro) essfonarr en ineering responsibilittyy solely for the des i n shown. The suitability Suite 150anduseofthisdrawingforanystructureistheresponslbiIIWoftheBuildingDesigrferperANSI/TPI 1 S .2. For more information see this job's general notes page and these web sites ALPINE wwwalpmmist org_SBCA wwwsbondus" com. ICC. www. iccsate. org Orlando FL. 32837 Job Number: N333522 FLORIDA TEEN BUILDERS Truss Label: EJ74 Ply: 1 SEON 1610 / T29 i EJAC Cust RR8975 JRef 1W9M89750143 Oly 4 FROM RDG DrwNo 086 18 1218 35132 KM / WHK 03/27/2018 Ci 12 4 to i N N 3"1S Loading Criteria (psf) Wind Criteria TCLL 2000 Wind Std. ASCE 7-10 TCDL 1700 Speed: 150 mph BCLL 0.00 Enclosure: Closed BCDL 1000 Risk Category: II EXP C Des Ld 4700 Mean Height: 15.00 ft NCBCLL 1000 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: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set 13B (Effective 6/l/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (3) 0.131"x3.0", min. toe -nails at top chord. Provide (2) 0 131"0.0". min. toe -nails at bottom chord. 7' 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): NA B 426 1115 / 329 / - / 101 8.0 Lu: NA Cs: NA VERT(TL). NA D 134 / 12 1103 / - / - 1.5 Snow Duration NA HORZ(LL). 0.017 D C 228 / 97 / 132 / - 1.5 HORZ(TL): 0.041 D Wind reactions based on MWFRS Code / Misc Criteria Creep Factor 2.0 B Min Brg Width Req = 1 5 Bldg Code: FBC 6th.ed 201; Max TC CSI: 0.898 D Min Brg Width Req = - TPI Std: 2014 Max BC CSI: 0.590 C Min Brg Width Req = - Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B is a rigid surface Bearing B requires a seat plate. FT/RT:20(0)/10(0) Plate Type(s): Members not listed have forces less than 375# WAVE VIEW Ver: 17.02.01A 1115.21 H i t 2 qA e t. w I COA'f af1NALN • Ij srnt•teNt M 03/27/2018 WARNING— READ AND F OLLOWALINIOTES ON THIS DRAWINGI IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingg, handling shippin installing. and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) far safety ractices prior to performing these functions. Installers shall provide temporary bracing Unless have bottom have aperBCSI.. noted o1herwise,top chord shall properly attached structural sheathingand chord shall properly attached rigid celllnq Locations shown for permanent lateral restraint of webs shall have braadnq Insalled per SCSI sections B3, 67 or 810, as appllcatsle Appiy plates to each face, ortruss and position as shown above and on the Joinf Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. ALPINE Alpine, a division of ITW Buildin ccomponents Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss In conformance with ANSI/PI 1, or for handlinc shipping, installation and bracing of trussesA seal on this dr8winqg or cover page listingthis drawing, indicates acceptance of pproTessionar en ineerinq res onsibilittyv sole) for the design shov6Tn. The suiFabiliandseofthisdrawingforanystructureisAeresponsibilitygoftheBuildingDesigrSerperANSI/TPI 1 Sbc.2, b 2400 Lake Orange Dr. Suite 150 For more information see this joUs general notes page and these web sites. ALPINE. www,alpineitw.com, M www t inst. or , SBCA wwwsbcindustry com. ICC. www.iccsafe. org Orlando FL, 32837 Job Number: N333522 FLORIDA TEEN BUILDERS Truss Label: EJ7A Ply 1 SEON 1647 / T40 / EJAC Cust RR8975 JRef. 1W9M89750143 Oty 10 FROM RDG DrwNo 08618121835145 KM / WHK 03/ 2712018 B t ae A 4X4(B1) Loading Criteria ( psf) Wind Criteria TCLL 20.00 Wind Sld 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: 22.19 It NCBCLL: 10.00 TCDL 42 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: not in 4.50 It GCpi: 0.18 Wind Duration: 1.60 Lumber 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 12 6 _ 7' 7' 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): -0.014 C HORZ(TL): 0.028 D Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 6th.ed 201 X Max TC CSI: 0.750 TPI Std: 2014 Max BC CSI: 0.596 Rep Factors Used. Yes Max Web CSI: 0. 000 FT/RT:20(0)/10(0) Plate Type( s): WAVE VIEW Ver: 17.02. 01A.1115.21 A Maximum Reactions (Ibs) Loc R /U /Rw / Rh / RL W B 432 / 138 / 344 / - / 200 4 0 D 136 /14 1104 /- /- 15 C 250 / 170 / 150 / - / - 1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# 03/27/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS sses require extreme care in fabricating, handlingg sh, pin installing and bracing. Refer to and follow the latest edition of BCSI (Building nponent Safety Information, by TPI and SBCA) Fb safety ractices prior to performing these functions. Installers shall provide temporary in per BCSI.. Unless noted otherwlse.top chord shall have properly attached structural sheathin and bottom chord shall have a properly ch d rigqid cellm9g. Locations shown for permanent lat@ral restraint of webs shall have brawn ins alled per BCI sections 83, 67 or B10 wDIIcabte. ADo v Dlates to each face of truss and Dosltion as shown above and on the Joint9Details. unless noted otherwise. Refer to any structure is the responsibility rtal notes page and these web sites ALPINE. from this drawingq ang,gqfailure to buildthe for the designrshoWn.r Thesuitability ANSI/TPI 1 SEc.2. ALPINE w couoaN 2400 Lake Orange Dr Suite 150 Orlando FL,32837 Job Number: N333522 Ply. 1 SEQN: 1612 / T68 / EJAC Cust.R R8975 JRef 1 W9M89750143 FLORIDA TEEN BUILDERS Qty. 5 FROM. ROG DrwNo 086.18,1218.34443 Truss Label: EJ7S KM / WHK 03/27/2018 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg Pf in PSF) TCLL 2000. Wind Std: ASCE 7-10 Pg: NA CL NA CAT: N/ TCDL 1700 Speed. 150 mph Fir NA Ce: NA BCLL 000 Enclosure: Closed Lu: NA Cs: NA BCDL 10.00 Risk Category: II Snow Duration NA EXP. C Des Lit4700 Mean Height: 22.44 ft NCBCLL. 10.00 TCDL 4.2 psf Code / Misc Criteria Soffit 000 gCDL: 5.0 psf Bldg Code FBC 6th.ed 201 Load Duration: 1.25 MWFRS Parallel Dist. 0 to h/2 TPI Std: 2014 Spacing 24.0 " C&C Dist a: 3.00 It Rep Factors Used: Yes Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #2 N Lumber value set " 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' DefIICSI Criteria Maximum Reactions (Ibs) PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W VERT( LL) NA VERT( TL): NA HORZ( LL) -0 015 B HORZ( TL) 0.030 C Creep Factor: 2 0 Max TC CSI: 0 777 Max BC CSI: 0.606 Max Web CSI: 0.000 VIEW Ver 17.02.01A.1115.21 03/ 27/2018 A 347 /93 /255 /• /176 /- C 137 /16 /107 /• /- /1.5 B 254 / 174 / 154 / - / - / 1.5 Wind reactions based on MWFRS A Min Brg Width Req = - C Min Brg Width Req = - B Min Brg Width Req = - Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS sses require extreme care in fabricating. handling shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building n. ponent Safety Information, by TPI ant? SBCA) fb safety practices prior to performing these functions. Installers shall provide temporary urg per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly ch6drigqidceilingLocationsshownforpermanentlateralrestraintbfwebsshallhavebraacininstalledperSCSIsectionsB3, B7 or 910 ippllcable Apply plates to each face. or truss and position as shown above and on the Joln Details, unless noted otherwise. Refer to' Nings 16OA-Z for standard plate positions. a division of ITW Build1nQQComponents Group Inc. shall not be responsible for any deviation from this drawing anY failure to build the conformance with AN 1, or for handlingp shippingq, installation and bracing of,trussesA seal on this dr8wiriq or cover page this drawing, indicates acceptance of pproTessiona! en ineeringg responsibilittyy solely for the desi n shoWn. The suitability e of this t7 awing for any structure is [lie responsibilit?of the euilding DesigrSer per ANSI/TPI 1 Sbc.2. information see this Job's general notes page and these web sites: ALPINE: www alpineitw com, TPI www. tpinstorg, SBCA: www.sbdndustry com, ICC. www. iccsaf, LAwoEI 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333522 Ply. 1 SEON: 1613 / T54 / EJAC Cust R R8975 JRef: 1 W9M89750143 FLORIDA TEEN BUILDERS Oty 5 FROM RDG DtwNo 086 18 1218.35754 Truss Label: EJ2 SN i OF 03/27/2018 12 C 6 0 BLO M 6„6 A N' D t_ Loading Criteria (psf) Wind Criteria TCLL 2000 Wind Std ASCE 7-10 TCDL. 17 00 Speed: 150 mph BCLL: 0,00 Enclosure: Closed BCDL. 1000 Risk Category: 11 EXP C Des EdDes Ed 47 00D Mean Height 20 91 ft 0.00 TCDL 4.2 psf Soffit: 000 BCDL 5 0 psf Load Duration 1 25 MWFRS Parallel Dist: 0 to h/2 Spacing 24 0 " C&C Dist a: 3.00 It Loc, from endwall: Any GCpi 0.18 Wind Duration: 1.60 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "'I 3B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0.131"x3 0". min toe -nails at top chord Provide (2) 0.131"x3 0", min toe -nails at bottom chord. 4X4(B1) 1' 10"8 1' 10"8 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): NA B 200 / 71 / 178 /- / 68 / 4.0 Lu: NA Cs: NA VERT(TL): NA D 33 13 / 27 1- / - 11.5 Snow Duration NA HORZ(LL): -0.000 C C 47 / 36 / 20 J - / - ! 1.5 HORZ(TL): 0.000 C Wind reactions based on MWFRS Code / Misc Criteria Creep Factor: 2.0 B Min Brg Width Reg = 1.5 Bldg Code: FBC 6th.ed 2011 Max TC CSI: 0 183 D Min Brg Width Reg = - TPI Std: 2014 Max BC CSI: 0.031 C Min Brg Width Reg = - Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B is a rigid surface. FT/RT:20(0)/10(0) Members not listed have forces less than 375# Plate Type(s): WAVE VIEW Ver: 17.02.01A.1115 21 COA'%4jW,S UN AIL 1 • t*` j M/tpllN« 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 fabricating, handling shippin installing, and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) fb safety ractices prior to performing these functions. Installers shall provide temporary bracingper SCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a properly attachd n id ceilin Locations shown forpermanent lateral restraint bf webs shall have bracingInstalled per BC I sections B3, B7 or 910. as appllcaf le. AppTgy Oates to each face or truss and position as shown above and on the Jolnf etails, unless noted otherwise. Refer to ALPINE drawings160A-Z for standard plate positions. Alpine, a division of ITW Build n Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss In conformance with ANStII PI 1, or for handlin$ shipping. Installation and bracing of,trussesA seal on this drawing or cover page , . 2400 Lake Orange Dr. stingthisdrawinindicatesacceptanceofproTessionarengine,riny res onstbilt v sole) for the design shown. The suit9abili Suite 150 andseofthisuawingforanystQructureistheresponsibilityoftheBuildingDesignerperyANSI/TPI 1 SZc.2. For more information see this joti s general notes page and these web sites: ALPINE. www.ai ineitw com, TPI. www.l inst or : SBCA www.sbcindust com: ICC. wwwiccsafeorg Orlando FL, 32837 Job Number: N333522 Ply 1 SEQN 1614 / T28 i JACK Cusl. RR8975 JRet 1V49M89750143 FLORIDA TEEN BUILDERS Qly 9 FROM: HMT DrwNo. 086 18 1218 36300 Truss Label CJ5A KM / VJHK 03/2712018 Loading Criteria (psf) Wind Criteria TCLL: 2000 Wind Std. ASCE 7-10 TCDL: 17.00 Speed 150 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 47. 00 j Mean Height: 21.67 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 0.00 BCDL: 5. 0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/ 1I2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "'I 3B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design Additional Notes Provide ( 2) 0. 131 "x3. 0", min, toe -nails at top chord. Provide (2) 0.131"0. 0", min toe -nails at bottom chord 4' 11 "4 4' 11 " 4 Snow Criteria ( Pg Pf n PSF) Defl/CSI Criteria Maximum Reactions (lbs) 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): NA B 334 / 107 / 272 / - / 145 / 4.0 Lu NA Cs: NA VERT( TL): NA D 96 / 10 / 73 / - ! • ! 1 5 Snow Duration: NA HORZ(LL): - 0.006 C C 171 / 116 / 102 / - 1- / 1 5 HORZ(TL): 0.010 D Wind reactions based on MWFRS Code I Misc Criteria Creep Factor 2.0 B Min Brg Width Req = 1.5 Bldg Code: FBC 6th.ed 201-1 Max TC CSI: 0A75 D Min Brg Width Reg = - TPI Std: 2014 Max BC CS[0.298 C Min Brg Width Reg = - Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B is a rigid surface. FT/RT:20(0)/10( 0) Members not listed have forces less than 375# Plate Type(s): WAVE VIEW Ver: 17.02. 01A.1115.21 03/27/2018 WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING1 IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlingg shipping, installingand bracing.Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI and SBCA) fbr safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted otherwise,top chord shall have properlyY attached structural sheathing and bottom chord shall hav a propperly id ceiling Locations shown for permanent lateral restraint of webs shall have braacin installed per BCSI sections 83, 7 or B10. le. Apply plates to each face. of truss and position as shown above and on the Joint9Details, unless noted otherwise. Refer to 60A•Z for standard plate positions a division of 1P1 1, or for r acceptance any structure from this drawin an failure to build the t Seal on this drewi 2g or cover page . t for the design shoMTn. TheSulbUltyANSI/TPI 1 S'bc.2. AL IP NE u rw.'n. nvrN 2400Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: N333522 Ply 1 SEON 1615 / T45 ;JACK CuSI RR8975 JRef IW9M89750143 FLORIDA TEEN BUILDERS City 1 FROM ROG DnvNo 086 18 1218 37251 Truss Label: CJ5S KM i WHK 03/27,12018 B 12 6 M A r- 4X4(B1) C 4'11"4 4' 11_„4 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg Pf in PsF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL 20.00 Wind Std: ASCE 7-10 Pg: NA Ct NA CAT: NA! PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL W TCDL 17.00 Speed: 150 mphP Pf: NA Ce: NA VERT(LL) NA A 246 / 62 / 180 ! - / 121 BCLL: 0.00 Enclosure Closed Lu: NA Cs: NA VERT(TL) NA C 97 1 11 / 76 / - J - 1 5 BCDL 1000 Risk Cate o IIgry Snow Duration NA HORZ(LL). -0.007 B B 177 / 120 / 108 1 5 Des Ld 47.00 EXP:C HORZ(TL) 0 012 C Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 21.92 ft Code / Misc Criteria Creep Factor: 2 0P A Min Brg Width Reg = - Soffit 0.00 TCDL: 4.2 psf BCDL: 5.0 psfP Bldg Code: FBC 6th ed 201 Max TIC CSI 0 509 C Min Brg Width Reg = - Load Duration: 1 25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI 0 308 B Min Brg Width Reg = - Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft i Rep Factors Used: YesjFT/RT:20(0)/l0(0) Max Web CSI: 0.000 I Members not listed have forces less than 375# GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver 17.02.01A.1115 21 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0.131"x3.0", min toe -nails at top chord. Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. wJ. rr Ar •aarr' ' r a.708 t Ra aa rr •wr ar rar `r r e 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, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI an dd SBCA) fb safety practices prior to performing these functions Installers shall provide temporary bracin per BCSI. Unless noted oytherwise,top chord shall have properlyY attached structural sheathing and bottom chord shall have a properly attach rigqid ceiling Locations shown forpermanent lateral restraint bf webs shall have bracingq Installed per BCSI sections B3, B7 or 10, as applicaf5le. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE drawings16OA-Z for standard plate positions. Alpine, a division of ITW BuuiIdinl1Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, installatldn and bracing pf trussesA eal on this drawing or cover page, , 2400 Lake Orange Dr. listingthisdrawingindicatesacceptanceofproessonaenineeringresonsibllitty sole) i orthe design shown. The sui abili Suite 150 anduseofthisdrawingforanystructureisCoretheBuildingDesigrSerperANSIlTPI1Sc.2. ability For more information see this Job's general notes page and these web sites: ALPINE. www. alpineitw.com. TPI. www. tpinst. orgi SBCA www sbcindusj coin ICC. www iccsafe org Orlando FL, 32837 Job Number: N333522 Ply 1 SEON 1616 / T19 / JACK Cust R R8975 JRef i W9M89750143 FLORIDA TEEN BUILDERS Oty 1 FROM RDG DrwNo 086 18 1218 36956 Truss Label: CJ3S KM / WHK 03/27/2018 6"6 i Loading Criteria (psf) Wind Criteria TCLL 2000 Wind Std ASCE 7-10 TCDL: 17 00 Speed 150 mph BCLL 000 Enclosure Closed BCDL: 10.00 Risk Category. II EXP C Des Ed: 47.00 Mean Height: 21.42 ft NCBCLL 1000 TCDL 4 2 psf Soffit 000 BCDL: 5.0 psf Load Duration 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall. Any GCpi: 0.18 Wind Duration: 1,60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set " 136" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design Additional Notes Provide (2) 0 131"x3 0", min toe -nails at top chord Provide (2) 0 131"x3.0", min toe -nails at bottom chord. 12 6 4X4(B1) 2'11'A 2'11'A i x r V C Snow Criteria (Pg Pf in PSF) Defl/CSI Criteria Pg NA Ct NA CAT: NAI 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): -0.002 B HORZ(TL): 0.003 C Code / Misc Criteria Creep Factor: 2.0 Bldg Code FBC 6th.ed 2017 Max TC CSI: 0.283 TPI Std: 2014 Max BC CSI: 0.111 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Plate Type(s): WAVE VIEW Ver: 17.02.01A.1115.21 VOW"" f# y\;•• 0 o. 7Q8 1 L SAT t 4 03/27/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W A 148 /34 /108 /- /70 /- C 57 /6 /44 !- /- /15 B 106 /72 /64 /- /- /15 Wind reactions based on MWFRS A Min Brg Width Reg = - C Min Brg Width Reg = B Min Brg Width Reg = - Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing, and bracin Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) fo'r safety practices prior to perfoir%iing these functions. Installers shall provide temporary bracin per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattachotlrigqidcellmy9, Locations shown for permanent lateral restraint of webs shall have braacln9 Inslalled per BCSI sections B3, 87 or 910 as appllcaf3le. Appply lates to each face. or truss and position as shown above and on the Joint9Details, unless noted otherwise. Refer to' ALPINEdrawings16OA-Z fbr standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the . two .M,; truss In conformance with ANSI PI 1, or for handlin4, shipping, Installation and bracing of trussesA seal on this drawingg or cover page 2400 Lake Orange Dr. listin this drawing indicates acceptance of pro) esslonar en meermg respponsibility solely for the desl gn sholnin. The suitbbili Suite t 50anduseofthisdrawingforanystructureistheresponsibilitofthe8uildiitgDesigrSerperANSIITPI1Sec.2. For more information see this job's general notes page and these web sites ALPINE. www. al ineitw. com: TPI. www.l inst. org SBCA. wwwsbondustry com,. IGC www imsafe org Orlando FL, 32837 Job Number: N333522 Ply: 1 SEON. 1617 / T27 / JACK Cust RR8975 JRel` iW9M89750143 FLORIDA TEEN BUILDERS I Oty. 9 FROM. HMT ' DrwNo: 086 18 1218 34927 Truss Label CJ3A '.. KM / NJHK 03/2712018 Loading Criteria (psf) TCLL 2000 TCDL. 1700 BCLL 0. 00 BCDL: 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 21.17 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: 1.60 Lumber Value Set: 13B ( Effective 6/112013) Top chord 2x4 SP # 2 N Bot chord 2x4 SP # 2 N Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0.131" x3.0", min toe -nails at top chord. Provide (2) 0.131" 0.0", min. toe -nails at bottom chord. Snow Criteria (Pg. Pf in PSF) Fig 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 211 "4 2' 11' A Defl/ CSI Criteria PP Deflection in loc L/defl L/# VERT(LL) NA VERT( TL) NA HORZ( LL): -0.001 C HORZ(TL) 0.001 C Creep Factor: 2.0 Max TC CSI: 0. 253 Max BC CSI: 0. 096 Max Web CSI: 0. 000 VIEW Ver 17.02. 01A.1115.21 Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W 8 242 /81 /207 /- / 94 /4.0 D 55 /3 /42 /- /- / 15 C 94 /65 /52 /- /- / 1.5 Wind reactions based on MWFRS B Min Brg Width Reg = 1 5 D Min Brg Width Reg = - C Min Brg Width Reg = - Bearing B is a rigid surface. 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, handlingshipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary. BCSI.. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro pperly Jjid c%ina Locations shown forpermanent lateral restraint of webs shall have bracin installed per SCSI sections B3, 87 or 610. le AppTy plates to each face. or truss and position as shown above and on the Join Details, unless noted otherwise. Refer to 60A-Z for standard plate positions. of ITW BUUildinl1 omponents Group Inc shall not be responsible for any deviation from this drawin anv failure to build the rice with ANSI/T 1 1, or for handlin shi pin ,installation and bracing of_trussesA seal on this dr wirfg or over paqe nqq indicates acceptance of ppro)ess onal englneering responsibility solely for the desi n shown. gfhe suicabllity drawing for any structure isgeresponsibilityofthebuildingDesigderperAlSIITPI1Sec.2. ee this job's general notes page and these web sites: ALPINE. www alpinethu com:. TPI. www .tpinstorg.. SBCA. www sbondustry com: ICC. www Jccsafe ALPINE AN!!w rINPANY 2400 Lake Orange Or. Suite 150 Orlando FL, 32837 Job Number: N333522 j FLORIDA TEEN BUILDERS Truss Label: C.11A _... 6"6 Loading Criteria (psf) Wind Criteria TCLL 2000 Wind Std: ASCE 7-10 TCDL 17.00 Speed 150 mph BCLL 0.00 Enclosure: Closed BCDL: 10 00 Risk Category: II EXP C Des Ld 47.00 Mean Height 20.67 ff NCBCLL. 1000 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 1 C&C Dist a: 3.00 It Loc. from endwall: Any GCpi: 0.18 j Wind Duration: 1.60 Lumber Value Set 136 (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set 1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0 131"x3.0", min. toe -nails at top chord. Provide (2) 0.131"0.0", min. toe -nails at bottom chord. Ply 1 SEON: 1618 / T52 / JACK CUSL RR8975 JRef. 1W9M89750143 Dly 13 FROM HMT DIwNo 086.18 1218 35988 KM / WFIK 03/27/2018 11 "4 11 "4 Snow Criteria (Pg Pf n PSF) I Defl/CSI Criteria Pg NA Ct NA CAT: NA'! PP Deflection in loc L/defl L/# Pt NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL) 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 2017 Max TC CSI 0.183 TPI Std: 2014 Max BC CSI 0 020 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Plate Type(s): WAVE VIEW Ver: 17.02 01A.111521 a.7,08 t SAT Oil, 4 C co i QNA1. 03/ 27/2018 WARNING"READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS the latest edition of BCSI (Building Installers shall provide temporary bottom chord shall have a properly per BCSI sections B3, B7 or 10. unless noted otherwise. Refer to Alpine, a division of ITW Build 11n CComponents Group Inc. shall not t truss in conformance with ANSI1PI 1, or for handling, shipping, insi listing this rawingg indicates acceptance of pro esslona en and use o this drawing for any structure is the responsibilitgr For more information see this iob's general notes page antl these web sites. ALPINE Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 182 /72 /173 /- /45 /40 D 12 /6 /13 /- /- /1.5 C -12 /27 /20 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# any deviation from this drawing an , failure to build the 1g of,tttrvvussesA seal on this drawinqq or cover pagelebjIii% r lely for the d;s n shov7n. The suicabllity TPI wwwtpinst org; SBCA www sbonrtustry. com; ICC. www. iccsafe ALPINE my""` v 2400 Lake Orange Or Suite 150 Orlando FL. 32837 Job Number: N333522 FLORIDA TEEN BUILDERS Truss Label: C.11S Ply 1 SEQN 1619 / T50 / JACK Cust R R8975 JRef 1 W9M89750143 Oty: 1 FROM HMT DnwNo 086 18.1218,35660 KM / WFIK 03/2712018 Loading Criteria (psr) 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 Des Ld: 47. 00 EXP: C Mean Height: 20. 92 ft NCBCLL 10.00 TCDL 4.2 psf Soffit: 0.00 BCDL: 5.0 psf Load Duration: 1. 25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1. 60 Lumber Value Set: 13B ( Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set " 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. 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 Defl/CSI Criteria : Maximum Reactions (lbs) PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W VERT(LL): NA VERT(TL): NA HORZ(LL): -0. 000 B HORZ(TL): 0. 000 B Creep Factor: 2. 0 Max TIC CSI: 0.027 Max BC CSI: 0.007 Max Web CSI: 0.000 VIEW Ver: 17. 02.01A.1115.21 w [ H fffi if Li.708 M f f a AT L7 f: ««MCI f fwf, Crt`S' COAL t N 111 03/27/2018 A 51 /6 / 36 /- /21 /- C 17 /2 / 13 /- /- /1.5 B 32 /24 120 /- /- /1.5 Wind reactions based on MWFRS A Min Brg Width Req = C Min Brg Width Req = B Min Brg Width Req = - Members not listed have forces less than 375# WARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing. and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI._ Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly attachetl rigid ceiling Locations shown for permanent lateral restraint bf webs shall have bracin installed per BCI sections B3, B7 or 610 asapplicable. Apply platestoeachface_ of truss and position as shown above and on the Jolnf9Details. unless noted otherwise. Refer to ' ALPINE drawings 160A-Z forstandardplatepositions. Alpine, a division of ITW Build 1 ng CComponents Group Inc., shall not be responsible for any deviation from this drawin an failure to build the AN, , COMW4Y truss in conformance withANVPl1, or for handling, shipping, Installation and bracing of.trussesA seal on this drawing or cover pa a .. 2400 Lake Orange Dr. listing this drawing, indicates acceptance of proTessfonA engineeringresponsibility sole) for the desi n shown. The suit9abillty and use of thisaawingforanystructureistheresponsibilityoftheuildingDesignerpenANSI/TPI 1 Sbc.2. Suite 150 For more information see this ob's general notes page and these web sites. ALPINE: www.al ineitw.com: TPIwww.t instor . SBCA www.sbandustr com: ICC. www.iccsafe org Orlando FL, 32837 Job Number: N333522 Pry 1 SEON 1620 i T32 / JACK Cust R R8975 JRef 1 W9M89750143 FLORIDA TEEN BUILDERS Oty 6 FROM HMT DrwNo 086.18 1218 35332 Truss Label: CJ5 KM / WHK 0312712018 4' 11 "4 411 "4 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg Pf m PSF, Deft/CSI Criteria Maximum Reactions (Ibs) 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 TCDL: 17.00 Speed 150 mph PIP : NA Ce. NA VERT(I_Q: NA B 338 / 76 / 277 / - / 112 8.0 BCLL 0.00 Enclosure Closed Lu NA Cs NA VERT(TL) NA D 94 / 8 / 71 / - / - 1.5 BCDL: 10.00 Risk Category II Snow Duration. NA HORZ(LL) 0 005 D C 163 / 78 1103 / - / - 1.5 Des Ld: 47.00 EXP: C HORZ(TL) 0 013 D Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 15 00 ft TCDL: 4.2 psf Code ! Misc Criteria Creep Factor 2 0 B Min Brg Width Req = 1.5 Soffit: 0.00 BCDL 5 0 sfP Bldg Code: FBC 6th.ed 2017 Max TC CSI: 0,422 D Min Brg Width Req = - Load Duration: 1.25 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI 0287 C Min Brg Width Req = - Bearing B is a rigid surface. Spacing: 24.0 " C&C Dist a. 3.00 It Rep Factors Used: Yes Max Web CSI: 0,000 Bearing B requires a seat plate. Loc. from endwall: not in 4.50 it FT/RT:20 0/10 0 GCpi: 0.18 Plate Type(s): Members not listed have forces less than 375# Wind Duration: 1.60 WAVE VIEW Ver: 17.02.01A.1115 21 Lumber Value Set: 138 (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set 1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0.131"0.0", min. toe -nails at top chord. Provide (2) 0.131"0.0", min, toe -nails at bottom chord 03/27/2018 WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingnentSafetyInformation. byy TPI and SBCA) fb safety practices prior to performing these functions Installers shall provide temporary per BCSI Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom Chord shall hav a properly d rigqid ceilin Locations shown forpermanent lateral restraint of webs shall have bracin in Ralled per BCI s ctions B3, 7 or 810, isre. App y plates to each face. oftrussand position as shown above and on the Jolnf Details, unlessnotedPotherwise. Refer to Is 160A- Z for standard plate positions. a division of ITW Build lJnQ omponents Group Inc. shall not be responsible for any deviation from this drawing an , failure to build the conformance with ANSI/1 1 1, or for handling, shippinq, installation and bracing of_trussesA seal on this drawirfg or cover page , this drawing indicates acceptance of proTesslonarr engineering responsibility solely for the desi n shown. The suidblllty le of this drawing for any structure is the responsibility of the uilding Designer per ANSI/TPI 1 S%c.2. information see this job's general notes page and these web sites. ALPINE: www. alpineaw. com. TPI: wwwtpinst. org. SBCA. www sbondustry. com; ICC www. iccsaf ALPINE ua my Cnunr, ry 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333522 FLORIDA TEEN BUILDERS Truss Label. CJ54 Ply 1 SEON 1621 / T66 / JACK Cust RR8975 JRef IW9M89750143 Oly 2 FROM RDG DrwNo 086.18 1218 36877 KM / WHK 03/2712018 i_ 3":15 t 4' 11'A 4' 11'A Loading Criteria ipsrt Wind Criteria Snow Criteria (Pg.Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL 2000 Wind Std: ASCE 7-10 Pg NA Ct. NA CAT: NA:... PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL W TCDL 1700 Speed 150 mph Pf: NA Ce: NA VERT(LL) NA B 330 / 92 / 261 / - / 75 0 BCLL 0.00 Enclosure: Closed Lu NA Cs: NA VERT(TL): NA D 93 / 8 / 70 / - / - 1.5 BCDL 10.00 Risk Category II Snow Duration: NA HORZ(LL): 0.006 D C 156 166 / 89 / - I - 1 1.5 Des Ld 47.00 EXP C HORZ(TL) 0,013 D Wind reactions based on MWFRS NCBCLL. 1000 Mean Height 15,00 tt TCDL. 4.2 psf Code I Misc Criteria Creep Factor: 2.0 8 Min Br Width Re 1.5 9 q = Soffit 000gCDL: 5. 0 psf Bldg Code: FBC 6th.ed 2011 Max TC CSI: 0,391 r g q = - D MinBWidth ReLoadDuration: 1 25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0 278 C Min Brg Width Req = - Bearing B is a rigid surface. Spacing 24.0 " G&C Dist a: 3.00 ItRep Factors Used: Yes Max Web CSI: 0.000 Bearing B requires a seat plate. Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type( s): Members not listed have forces less than 375# Wind Duration: 1.60 WAVE VIEW Ver: 17 02 01A.1115 21 Lumber Value Set: 13B (Effective 6/ 112013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide ( 2) 0. 131"x3. 0", min. toe -nails at top chord. Provide (2) 0 131"x3 0", min. toe -nails at bottom chord. 0-/27/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS the latest edition of BCSI ( Building Installers shall provide temporary bottom Chord shall have a properly n per noted otherrwi e. B7Referrto' vision of ITW Buildnl1Components Group Inc. shall not be responsible for any deviation from this drawin anv failure to build the lformance with AN IITPI 1, or for handliri4q, shipppmngg, installation and bracing of trussesA seal on this drewirl9 or over pagge _ drawing, indicates acceptance of pprofessional engineering responsibilittyy solely for the desi n shown. The suit3blhty f this drawing for any structure is fhe responsibility of the uilding Desigder per ANSIITPI 1 Sbc.2. 1,,.., ... --n...e.....I .... ,.... s.,- ne---e1 a . ow..., aln ..m - --1 care ,.w...., --—.1— — ALPINE co._ 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333522 FLORIDA TEEN BUILDERS Truss Label: CJ3 Ply. 1 SEQN: 1622 / T58 /JACK Cust: RR8975 JRef. 1 W9M89750143 City. 6 FROM-. HMT DrwNo. 086 18 1218 35067 KM / WtiK 03/27/2018 t- 4''3 12 6 2X4(A1) C I_ co N 2' 11'A 211 "4 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg.Pf in PSF) Defl/CSI Criteria Maximum Reactions (lbs) TCLL 2000 Wind Std ASCE 7.10 Pg NA Ct NA CAT:NAPP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W TCDL: 17.00 Speed 150 mph PPf: NA Ce: NA VERT(LL): NA B 248 / 61 / 212 I - / 74 / &0 BCLL 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 52 14 ! 41 1- I - ! 1.5 BCDL 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.001 D - C 87 / 43 152 I - l - ! 1.5 EXP C Des Ld. 47.00 J HORZ(TL): 0.002 D Wind reactions based on MWFRS Mean Height: 15.00 ff NCBCLL: 10.00 Code / Misc Criteria CreepFactor: 2.0 B Min Brg Width Req = 1.5 TCDL: 4.2 psf Soffit: 0.00 Bldg Code FBC 6th.ed 201 Max TC CSI: 0.180 nr g q = _ DMiBWidthReBCDL5.0 psf Load Duration: 1. 25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.091 C Min Brg Width Req = Bearing B is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 tt p g RepFactorsUsed: Yes Max Web CSI: 0.000 Bearing B requires a seat plate Loc. from endwall: Any FT/RT:20(0)/10(0) j GCpi: 0.18 i Plate Type(s): Members not listed have forces less than 375# Wind Duration: 1. 60 WAVE VIEW Ver: 17.02 01A.1115.21 Lumber Value Set: 13B ( Effective 6/l/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set 13B" uses design values approved 1/30/ 2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design Additional Notes Provide ( 2) 0. 131"x3.0", min toe -nails at top chord. Provide (2) 0 131"x3.0", min toe -nails at bottom chord. o. 708 1 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, handlingg shipping, installing. and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byy TPI an r7 SBCA) fbr safety practices prior to performing these functions. Installers shall provide temporary bracin per BCSI.. Unless noted otherwise,top chord shall have proper)Y attached structural sheathing and bo tpm hord shall have a property attach) ni d ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed pr 8C 1 sections B3, B7 or B10. as app icae. Apply Agates to each face. of truss and position as shown above and on the oin Details, unless noted otherwise. Refer to ALPINE 101161111, drawings 160A- Z for standard plate positions. Alpine, a division of ITW B ild n omponents Group Inc. shall not be responsible for any deviation from this drawin an failure to build the truss in conformance with NSti/ 1 1, or for handle* shipping, installation and bracing of trussesA seal on this drawnXgg or cover paqa 2400 Lake Orange Dr listin this drawing, indicates acceptance of pro) en ineerin res onsibilittyv sole for the des)1 n shown. The suiPabili Suite 150 and use ofthisrawingforanystructureistheresponsibilit?of the uilding Desigder peryANSI/TPI 1 S c.2. ry For more information see tMsjob's general notes page and these web suer ALPINE www.alpineitw.com: TPf. w. _iccsafe Orlando FL. 32837 wnwryC o Job Number: N333522 Ply 1 SEQN 1623 / T67 FLORIDA TEEN BUILDERS Qty 2 FROM RDG Truss Label: CJ34 '.. 12 4 C B 3.115 A D 2X4(A1) 2' 11 "4 2' 11 "4 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg Pf in PSF) Defl/CSI Criteria TCLL: 20.00 Wind Std: ASCE 7-10 Pg NA Ct NA CAT NA: PP Deflection in loc L/defl L/# TCDL: 17.00 Speed: 150 mph Pf: NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Risk Category: II j Lu: NA Cs: NA VERT(TL): NA BCDL: 10.00 Snow Duration NA HORZ(LL): 0.001 D Des Ld 47 00 EXP: C HORZ(TL): 0.002 D Mean Height: 15.00 ft NCBCLL 10.00 TCDL: 4.2 psf Code / Misc Criteria Creep Factor 2.0 Soffit 0.00 BCDL: 5.0 psf Bldg Code FBC 6th ed 2017 Max TC CSI: 0 161 Load Duration: 1.25 MWFRS Parallel Dist 0 to h/2 TPI Std. 2014 Max BC CSI: 0,085 Spacing: 24.0 " C&C Dist a: 3.00 It 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): Wind Duration: 1.60 WAVE I VIEW Ver: 17.02.01A. 11 15.21 Lumber Value Set: 13B (Effective 6/l/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0.131"x3.0", min. toe -nails at top chord. Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. h o. 708 1 4 SAT pF• ' y / , ref `ti 0NAL 03/27/2018 JACK '.. Cust. RR8975 JRef: 1W9M89750143 DrwNo: 086.18,1218.37252 KM ! WHK 03,27/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 242 /71 /199 /- /50 /8.0 D 51 /4 /39 /- /- /1.5 C 82 /35 /45 I- I- /15 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingq shipping, installing and bracing.Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI an SBCA) fb safety practices prior to performing these functions. Installers shall provide temporary bracin per BCSI.. Unless noted otherwlse,top chord shall have properly attached structural sheathing and bottom Chord shall have a properly attachud ri9Id ceilm Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections B3, 87 or 610, as applicabgle. App y plates to each face ofptruss and position as shown above and on the Joinf9Detalls, unless noted otherwise. Defer to ALPINE drawings160A-Z for standard plate positions Alpine, a division of ITW Building omponents Grqup Inc. shall not be responsible for any deviation from this drawn any failure to build the truss In conformance with ANSI/T 11, or for handling, shipping, installation and bracing of trussesA seal on this drUing or cover page , , 2400 Lake Orange Dr. listinthisdrawinggindicatesacceptanceofproesslonaengineeringresonstbilityysoleforthedelignshown. The suiFablll Suite 150 anduseofthisdrawingforanystructureistheresponsibilityoftheBuildingDesigderperANSI/TPI 1 SZc.2. ty For more information see this job's general notes page and these web sites. ALPINE www.al ineaw.com. TPI www.t inst org SBCA. www shondustry com. ICC. www.iccsafe org Orlando FL, 32837 Job Number: N333522 Ply: 1 SEON 1624 T31 / JACK Cust RR8975 JRef 1W91VI89750143 FLORIDA TEEN BUILDERS Oly, 6 FROM RDG DIwNo 086 18 121U6768 Truss Label: CJ1 KM 1 WHK 03/2712018 11 "4 1 V4 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg. Pf in PSF) I Defl/CSI Criteria TCLL 2000 Wind Std ASCE 7-10 Pg NA Ct NA CAT NA:. PP Deflection in loc L/defl L/# TCDL: 17.00 Speed: 150 mph PE NA Ce. NA VERT(LL) NA BCLL 0.00 Enclosure Closed Lu NA Cs: NA VERT(TL) NA BCDL 1000 Risk Category: II Snow Duration: NA HORZ(LL) -0 000 D Des Ld 47.66 EXP: C HORZ(TL): 0.000 D NCBCLL. 10.00 Mean Height: 15.00 tt TCDL 4.2 psf Code / Misc Criteria Creep Factor 2 0 Soffit 0.00 BCDL: 5.0 psf I Bldg Code: FBC 6th.ed 2011 Max TC CSI: 0.171 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI 1022 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes I Max Web CSI: 0.000 Loc. from endwall: Any FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17.02.01A.1115.21 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0.131"0.0", min toe -nails at top chord Provide (2) 0.131"x3.0", min toe -nails at bottom chord. 03/27/2018 Maximum Reactions (Ibs) Loc R /U 'Rw /Rh /RL I B 196 /66 /189 /- /36 /80 D 7 /11 /14 1• 1.5 C -21 /35 /24 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSfetyInformation, byy TPI and SBCA) fbr safety practices prior to performing these functions Installers shall provide temporary bracing per BGSI.. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom Chord shall have a properly attache, riqgid celfn9 Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, 87 or 10asapplicatTle. Apply plates to each face. of truss and position as shown above and on the oln Details, unless noted otherwise. Refer to ' ALPINEdrawings16OA-Z for standard plate positions. Alpine, a division of ITW BuildlnlCComponents Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with AN51/TPI 1, or or handlin4 shippin9, Installation and bracing of_trussesA seal on this drawing or cover pa a .. 2400 Lake Orange Dr. listing this drawing indicates acceptance of proTesslonar en meennq responsibility solely for the design shown. The s o bflity Suite t 50anduseofthisdrawing, for any structure is the responsibility of the Building Desigrfer per ANSI/TPI 1 S'&c.2. For more information see this job's general notes page and these web sites: ALPINE. www.alpineitw.com; TPI'. www.tpinst. org SBCA. www sbcindustry com, ICC, www icceafe org Orlando FL, 32837 Job Number: N333522 Ply 1 SEON 1625 / T24 / JACK Cust R R8975 JRef 1 W9M89750143 FLORIDA TEEN BUILDERS Oly 2 FROM: RDG DrwNo 086.18 1218 34133 Truss Label: CJ14 '.. KM / WHK 03/27/2018 12 4 C B I- I_ X I 7 11 Y15 A i_ D r_ 2X4(A1) 11 "4 11 "4 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg.Pf in PSF) Defl/CS1 Criteria Maximum Reactions (lbs) 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 TCDL 17.00 Speed 150 mph Pf. NA Ce: NA VERT(LL): NA g 191 188 ! 174 / - 125 8.0 BCLL 0.00 Enclosure Closed Lu: NA Cs NA VERT(TL): NA D 7 / 11 / 16 / - / - 1.5 BCDL 10.00 Risk Category: II Snow Duration: NA HORZ(LL). 0 000 D C -21 / 31 / 24 / - / - 1.5 Des Ld 47.00 EXP. C HORZ(TL) 0.000 C Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height 15.00 ft Code / Misc Criteria Creep Factor 2.0 B Min Brig Width Req = 1.5 TCDL 4 2 psf Soffit: 0.00 Bldg Code. FBC 6th.ed 2017 Max TC CSI: 0.159 i D Min Brig Width Req = - BCDL 5.0 psf Load Duration 1 25 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.020 C Min Brg Width Req = - Bearing B is a rigid surface Spacing 24.0 " C&C Dist a: 3.00 ftP9 Rep Factors Used: Yes Max Web CS[ 0.000 Bearing B requires a seat plate. Loc. from endwall: Any FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): Members not listed have forces less than 375# Wind Duration 1.60 WAVE VIEW Ver: 17.02.01A.1115.21 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "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. 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, handlingq shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SECA) fb safety practices prior to performing these functions Installers shall provide temporary bracing per BCSI . Unless noted otherwlse,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rl9id ceilln Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face or truss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings16OA-Z for standard pate positions. Alpine, a division of ITW Buildinl1Components Group Inc shall not be responsible for any deviation from this drawin any failure to build the truss In conformance with ANSI PI 1, or for handlinq, shippin , installation and bracing of,trussesA seal on this dr wirl or cover paqe. 2400 Lake Orange Or listingthisdrawing, indicates acceptance of pro) esslonal en ineenng res onstbiltty sole) for the desi n ghoulln. The suitabili Suite t so andseofthisdrawingforanystructureistheresponsibilitygofthebuildingDesignerperANSI/TPI 1 S c.2. tY For more information general notes page and these web sites. ALPINE: www.al ineitw. corn TPI www.t inst. org SBCA. wwwsicicindustry com; ICC: www.iccsafe. org Orlando FL, 32837 Job Number: N333522 Ply. 1 SEQN: 1626 / T30 / HIP_ Cust: R R8975 JRef i W9M89750143 FLORIDA TEEN BUILDERS Oty 3 FROM HMT DNvNo. 086 18 1218 34023 Truss Label: HJ7 '.. '.. KM / WHK 03/2712018 52"5 9' 10" 1 5.2 5 47,11 1,5„ Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL 17.00 Speed: 150 mph BGLL: 0.00 Enclosure: Closed BCDL 10.00 Risk Category. II EXP: C Des Ld 47,66 Mean Height: 15.00 ft 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 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC Loading Hipjack supports 6-11-8 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Additional Notes Provide (3) 0.131"x3.0", min toe -nails at top chord. Provide (3) 0.131 "x3.0", min toe -nails at bottom chord. 9'5"7 9.5„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 / Misc Criteria Bldg Code: FBC 6th ed 201 TPI Std 2014 Rep Factors Used: No FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.017 C 999 360 VERT(TL): 0.067 C 999 240 HORZ(LL): 0.006 F HORZ(TL): 0.014 F Creep Factor: 2.0 Max TC CSI: 0.901 Max BC CSI: 0.623 Max Web CSI: 0.420 VIEW Ver: 17.02.01A.1115.21 03/27/2018 410 9'10"1 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 425 / 125 /- /- /- / 10.6 E 443 / 56 / - I 1 / 0 / 1.5 D 305 / 156 / - ! - / - / 1 5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 E Min Brg Width Req = - D Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-C 341 -817 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B - F 769 - 308 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. C - F 333 - 831 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating h ndlingg shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componentafety Information. byY TPI and S CA) fb safety practices pr;or to performing these functions. Installers shall provide temporary bracing pe.r BCSI.. Unless noted otherwise,top chord shall have proper);i attached structural sheathing and bottom hord shall have a propperly, attached rI9 id celllnq Locations shown for ermanent lateral restraint of webs shall have bractn Installed per BCI sections 133, 67 or 810 as applicable. Apply )ales to each face ofPtruss and position as shown above and on the Joint9Details, unless noted otherwise. Refer to ALPINEdrawings160A-Z for standard plate positions. Alpine.. a division of ITW Build 'n CCompon nts Group In shall not be responsible for any deviation from this drawing,any failure to build the a mx co rn., truss in conformance with ANStI 41 1, or or handlln s, ippin , Installation and bracing of,trussesA seal on this drewir gg or over pa e , , 2a00 Lake Orange Dr. listing this drawin indicates acceptance of pro'essionalg engineerin reg onslbilftty solely for the design shoWn. 57t a suitability Suite 150anduseofthisgnawingforanystructureistheresponsibilityofthe uildt ig Desigrier per ANSIITPI 1 Sbc.2. For more information see this job's general notes page and these web sites ALPINE www. al ineitw.com. TPI: www.l ins). or , SBCA wwwsbcindustry, com. ICC wwwiccsate org Orlando FL, 32837 Job Number: N333522 Ply: 1 SEQN. 1627 / T21 / HIP_ CLISI. R R8975 JRef. 1 W9M89750143 FLORIDA TEEN BUILDERS Qly 4 FROM HMT DrwNo 086 18 1218 36861 Truss Label: HJ7A KM i VVHK 03r27i2018 52"3 9' 10" 1 57. 3 4714 1,5„ Loading Criteria ( psf) Wind Criteria TCLL: 20. 00 Wind Std: ASCE 7-10 TCDL 1700 Speed 150 mph BCLL: 0. 00 Enclosure: Closed BCDL: 10. 00 Risk Category: II EXP: C Des Ld 47.00 D DesMeanHeight: 22.18 ft 0.00 TCDL 42 psf Soffit 000 BCDL 5.0 psf Load Duration. 125 MWFRS Parallel Dist: 0 to h/2 Spacing: 24. 0 " CRC Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0. 18 Wind Duration: 1,60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set 13B" uses design values approved 1/ 30/2013 by ALSC Loading Hipjack supports 6-11-8 setback jacks with no webs Wind Wind loads and reactions based on MWFRS. Additional Notes Provide (3) 0.131"x3.0", min toe -nails at top chord. Provide (3) 0.131"0.0", min toe -nails at bottom chord. 4 Id Snow Criteria ( Pg,,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg NA Ct NA CAT. NAili PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL W Pf: NA Ce: NA VERT(LL): -0 023 C 999 360 B 423 / 181 / - 1 - / - 4 9 Lu: NA Cs: NA VERT(TL) 0.061 C 999 240 E 439 1101 / - ! - I - 11 5 Snow Duration: NA HORZ(LL): -0.010 E - - D 312 ! 209 / - ! - / - 1 5 HORZ(TL): 0.012 E Wind reactions based on MWFRS Code / Misc Criteria Creep Factor. 2 0 B Min Brg Width Reg = 1 5 Bldg Code: FBC 6th.ed 2017 Max TC CSI 0,809 E Min Brg Width Reg = - TPI Std: 2014 Max BC CSI: 0 621 D Min Brg Width Reg = - Bearing B is a rigid surface. Rep FactorsUsed: No FT/RT20 0 /10 0 Max Web CSI: 0.392 i Plate T e s ( ) , Members not listed have forces less than 375# YP : — 1 Maximum Top Chord Forces Per Ply (Ibs) WAVE VIEW Ver 17.02.01A.1115.21 Chords Tens.Comp. B - C 441 - 743 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp B - F 688 - 398 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp C - F 437 - 755 03/27/ 2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS asses require extreme care in fabricating, handling9 shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building mponent Safety Information, byy PI an SBCA) fo'r safety practices prior to performing these functions Installers shall provide temporary in q per SCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom Chord shall have a properly hid rigid ceilingLocationsshownforpermanentlateralrestraintofwebsshallhaybracingInstalledperBCSIsections83, B7 or 910, app ica e. AppOates to each faceof truss and position as shown above and on tt swings 160A-Z for s andard plate positions. line, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the ss in conformance with ANSI PI 1, or for handlin j shipping, installation and bracing of-trussesA seal on this dr8wirlg or cover page - ing this drawingg indicates acceptanceQfppro-fessionaf engineering responsibility solely for the des in shovTn. The suitability use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. more information see this job' s general notes page and these web sites. ALPINE. www alpineim com: TPI. www. tpinst org, SSCA: www. sbr-industry com, ICC. www. iccsaf ALPINEo 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333522 Ply 1 SEQN: 1628 / T63 / HIP_ Cust R R8975 JRet 1 W9M89750143 FLORIDA TEEN BUILDERS Qty: 1 FROM: RDG DrwNo 086.18 1218 35613 Truss Label: HJ74 KM / WHK 03/27/2018 5' 3" 7 9110,11 5'3" 7 4'6"10 D 12 E 1_ 2.83 4X6 C -- 04 3..15 A-__--- f_ TH G F E _ i2X4 SS07123X6(A1) 1'S' Loading Criteria (psf) Wind Criteria TCLL 20.00 I Wind Std ASCE 7-10 TCDL 17.00 Speed: 150 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II Des Ld: Mean C 47.00 I Mean Height: 15.00 tt NCBCLL: 0.00 TCDL: 4.2 psf Soffit: 0.00 i 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 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Loading Hipjack supports 6-11-8 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Additional Notes Provide (3) 0.131"x3.0", min toe -nails at top chord. Provide (3) 0.131"x3.0", min toe -nails at bottom chord. 4'1"8 6"1A 9'Y3 91101*1 Snow Criteria (Pg,Pf in PSF) I Defl/CSI Criteria j Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NAI PP Deflection in loc L/defl L/# ; Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA i VERT(LL): 0.038 G 999 3601 H 415 / 128 / - / - / - / 10.6 Lu: NA Cs: NA VERT(TL): 0.142 G 999 240 E 427 / 64 / - I 0 / - / 1 5 Snow Duration: NA HORZ(LL): 0.009 F D 305 / 151 / - / - / - / 1.5 HORZ(TL): 0.020 F Wind reactions based on MWFRS Code / Misc Criteria Creep Factor: 2.0 H Min Brg Width Req = 1.5 Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.786 E Min Brg Width Req = - TPI Std: 2014 Max BC CSI: 0.673 D Min Brg Width Req = - Bearing H is a rigid surface. Rep Factors Used: No Max Web CSI: 0.579 Bearing H requires a seat plate. FT/RT:20(0)/10(0) Plate Type(s): Members not listed have forces less than 375# WAVE, 18SS VIEW Ver: 17.02.01A.1115.21 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. B - C 375 -1283 r 1`{0. T08 1 R ` It N R COArBcoN AL 03/27/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - G 1237 - 360 G - F 1225 - 367 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C - F 382 - 1275 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlin shipping, installing and bracing.Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom ghord shall have a pro erlyaaidceiling. Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCS1 sections B3, B7 or 910 sle. ADoTv Dlates to each face of truss and oositton as shown above and on the Jolnf9Details. unless noted otherwise. Refer to failure to build the 1 or cover a e n. The spui bilityany ALPINE NE ANTN;: INMRM 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333522 Ply. 1 SEON. 1629 ' T51 / HIP_ Cust RR8975 JRef. iW9M89750143 FLORIDA TEEN BUILDERS Oty 1 FROM: HMT DrwNo 086 18 1218 34365 Truss Label: HJ7S KM i WHK 03/27/2018 52" 3 9' 10" 1 52" 3 47" 14 C 12 424 3X6 B N V A ED 6X6 3X4( B 1) Loading Criteria (psf) Wind Criteria TCLL. 2000.Wind Std ASCE 7-10 TCDL 17.00 Speed: 150 mph BCLL 000 Enclosure Closed BCDL: 10.00 Risk Category: u EXP: C Des Ld: 47.00 Mean Height: 22 43 ft NCBCLL: 0.00 TCDL: 42 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 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Loading Hipjack supports 6-11-8 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Additional Notes Provide ( 3) 0.131"0,0", min toe -nails at top chord. Provide ( 3) 0.131"0.0", min toe -nails at bottom chord. 9151, 10 4" 6 9' 5.110 710"i Snow Criteria (Pg Pr 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) -0 023 B 999 360 A 382 / 160 / - I - / - / 4.9 Lu NA Cs NA VERT(TL) 0 059 B 999 240 D 443 / 105 / - / - / - / 1 5 Snow Duration: NA HORZ(LL) -0.010 D - C 311 1211 / - / - / - / 1.5 HORZ( TL) 0.012 D Wind reactions based on MWFRS Code / Misc Criteria Creep Factor 2 0 A Min Brg Width Reg = 1.5 Bldg Code. FBC 6th.ed 2017 Max TC CSI 0,803 D Min Brg Width Reg = - TPI Std: 2014 Max BC CSI: 0.627 C Min Brg Width Reg = - Rep Factors Used. No Max Web CSI 0.397 Bearing A is a rigid surface. FT/ RT:20(0)/10(0) Members not listed have forces less than 375# Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) WAVE VIEW Ver 17.02.01A 1115.21 Chords Tens.Comp. A - B 449 - 749 10 pttitlt tl I ryrrrtr F' t f ^ frfftri R t a. Z08 1 S AT Q RR V COA Wi IN Ai. .4t Vi 03/ 2 / /201 8 Maximum Bot Chord Forces Per Ply (Ibs) Chords Ters.Comp. A - E 696 - 406 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. B - E 446 - 763 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingg, handlingg shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) f5 sarPety practices prior to performing these functions Installers shall provide temporary bracincl per BCSI.. Unless noted oytherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachdriqdcedlnqLocationsshownforpermanentlateralrestraintfwebsshallhavebracininstalledperBCSIsectionsB3, 67 or 10 as applicaRe Apply Oates to each face. or truss and position as shown above and on the Joint9Details. unless notedotherwlse. Refer to ' ALPINE drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildinlgCComponents Group Inc. shall not be responsible for any deviation from this drawing.any failure to build the,,.,M„,n truss In conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of.trussesA seal on this drawing or cover page , , 2400 Lake Orange Dr. listing thisdrawingindicatesacceptanceofproTesstonafengineeringresponsibilitysolelyforthedesignshoWn. The suidbility Suite 150 and useofthisyawingforanystructureisaresponsibilityoftheuildingDesigrierperANSI/TPI 1 Sbc.2. For more information see this job's general notes page and these web sites. ALPINE: www. alpineitw. com, TPI: www.tpinst. org; SBCA www sbcindustry r:om: ICC: www.iccsafe. org Orlando FL, 32837 Job Number: N333522 Ply 1 SEON 1630 1 T42 / HIP_ CuSt R R8975 JRef 1 W9M89750143 FLORIDA TEEN BUILDERS Qty 2 FROM: RDG DrwNo 086 18,1218 34774 Truss Label: HJ2 KM 1 WHK 03/27/2018 217111 11511 271 Loading Criteria (psf) Wind Criteria TCLL 2000. Wind Std: ASCE 7-10 TCDL 17.00 Speed 150 mph BCLL 000 Enclosure Closed BCDL: 10,00 Risk Category: II EXPC Des Ld 47.00 Mean Height: 20.90 ft NCBCLL 000 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 Lumber Value Set: 13B (Effective 611/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Loading Hipjack supports 1-10-0 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"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 / Misc Criteria Bldg Code: FBC 6th.ed 201 TPI Std: 2014 Rep Factors Used: No FT/ RT:20(0)/10(0) Plate Type(s): WAVE Defl/ CSI Criteria PP Deflection in loc L/defl L/# VERT( LL): NA VERT( TL) NA HORZ( LL) -0.000 D HORZ( TL): 0.001 D Creep Factor: 2.0 Max TC CSI: 0.136 Max BC CSI: 0.031 Max Web CSI: 0.000 VIEW Ver: 17.02.01 A.11 t 5.21 03/ 27/2018 Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W B 102 /51 /- /- /- 14.9 D 4 /- /7 /- /- 115 C 18 /12 /- /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1 5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing. and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byY TPI and SBCA) f r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.. Unless noted otherwise,top chord shall have properlyY attached structural sheathingq and bottom chord shall have a propperly attachedrl9rdcellln9LocationsshownforpermanentlateralrestraintofwebsshallhavebraaclnqqinsTalledperBCSIsectionsB3. B7 or 910 as applicafsle. Apply prates to each face. of truss and positron as shown above and on the Jorn[ Details. unless noted othenvtse. Refer to' ALPINE drawings160A-Z for standard plate positrons. Alpine, a division of ITW Building CComponents Group Inc. shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trussesA teal on this dr wing or cover page , , 2400 Lake Orange Dr. listing this drawing, indicates acceptance of pro esslona en ineerin respons bill solely or the desi gqn shown. The sul brllty Suite t 50 anduseofthisdrawingforanystructureisfheresponsibilitoftheBuildingDesig%er per ANSI/TPI 1 sic.2. For more information see this job's eneral notes a e and these web sites- ALPINE. w al ineaw.corn TPI: w t inst or : SBCA. w sbolndustr com ICC. www.icesafe or Oflando FL. 32837 Job Number: N333522 FLORIDA TEEN BUILDERS Truss Label: FT7 8'1"8 8,1„8 4"8 2,6„ 2'6" 12 _ 2'6" 12 —: TYP) 4X6 1.5X3 4X4 W=3X4 A B C D E I X W V U T S 1.5X3 4X6 4X4 1.5X3 J' 1.5X3 2X4 Loading Criteria (psf) ! Wind Criteria TCLL: 40.00 :Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA Des Ld. 55.00 EXP: NA Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Soffit: 2.00 I BCDL NA psf Load Duration: 1.00 1 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft 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 :T2 4x2 SP #1: Bot chord 4x2 SP #1 :B2 4x2 SP #2 N: Webs 4x2 SP #3 Lumber value set "'I 3B" uses design values approved 1 /30/2013 by ALSC Plating Notes All plates are 3X4 except as noted. Additional Notes 2x6 #3 HEM -FIR or better continuous strongback. Attach to each truss where shown with 3-1 Od Box or Gu n nails ( 0 12 8" "' St b 1,mrla tI t Ply 1 SEON 1631 / Tt 7 / SY42 Cust. R R8975 JRef 1 W9M89750143 Oty: 9 FROM: PFH DrwNo. 086 18.121&34396 KM / WHK 03/27/2018 10' 6"10 18'8" 10 2' 5"2 87' 2' 6" 12 - 2'6" 12 5„: 3X3 4X4 4X6 F G HI JK T2 R QP O N M L 1. 5X3 :1 1.5X3 =4X4 =4X6 1.5X3 W= 3X6 18' 8" 10 - —-- -- - __ Snow Criteria (Pg.Pf in PSF) j 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): 0.233 R 939 360 X 1030 / - / - / - / - / 7.3 Lu: NA Cs: NA VERT(TL): 0.506 F 602 240 J 1013 / - / - / - / - / 3.0 Snow Duration: NA HORZ(LL): 0.039 M - - X Min Brg Width Reg = 1.5 HORZ( TL): 0.062 B J Min Brg Width Reg = 1.5 Code / Misc Criteria Creep Factor: 2.0 Bearings X & J are a rigid surface. Bldg Code: FBC 6th.ed 2017 Max TC CSI: 0.874 Bearing X requires a seat plate. TPI Std: 2014 Max BC CSI: 0.997 Rep Factors Used: Yes Max Web CSI: 0.605 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT:12(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): — - WAVE VIEW Ver: 17.02.OtA.1115.21 A - B 0 -723 F - G 0 -2720 B- C 0 -1916 G-H 0 -2037 C- D 0- 2669 H- 1 0 - 786 D- E 0- 2669 1- J 0 - 850 E - F 0 -2927 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. W- V 1435 0 R- Q 2927 0 V- U 2398 0 Q- P 2474 0 U- T 2398 0 P- O 2474 0 T- S 2925 0 O- N 2474 0 S- R 2927 0 N- M 1600 0 Maximum Web Forces Per Ply (Ibs) x min rona be supplied by erection contractor. gttffrtilt»rtrrlrfrrr/ Webs Tens.Comp. Webs Tens. Comp. Truss must be installed as shown with top chord up. H. /- 'rs A - X 0 -1008 F - Q 11 - 564 tt` w••:" r"• 1, A r A - W 1151 0 Q - G 4.47 0 St r" r E " l W- B 0 -1131 G- N 0 - 675 B - V 763 0 N - H 694 0 Ai V- C 0 -744 H-M 0 -1190 U. 70 1 C- T 471 0 M- J 1270 0 T-E 0 -618 s 18' 8" 10 - —-- -- - __ Snow Criteria ( Pg.Pf in PSF) j 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): 0.233 R 939 360 X 1030 / - / - / - / - / 7.3 Lu: NA Cs: NA VERT(TL): 0.506 F 602 240 J 1013 / - / - / - / - / 3.0 Snow Duration: NA HORZ(LL): 0.039 M - - X Min Brg Width Reg = 1.5 HORZ(TL): 0.062 B J Min Brg Width Reg = 1.5 Code / Misc Criteria Creep Factor: 2.0 Bearings X & J are a rigid surface. Bldg Code: FBC 6th.ed 2017 Max TC CSI: 0.874 Bearing X requires a seat plate. TPI Std: 2014 Max BC CSI: 0.997 Rep Factors Used: Yes Max Web CSI: 0.605 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT:12(0)/10(0) Chords Tens. Comp. Chords Tens. Comp. Plate Type( s): — - WAVE VIEW Ver: 17.02.OtA.1115.21 A - B 0 -723 F - G 0 -2720 B-C 0 -1916 G-H 0 -2037 C- D 0- 2669 H- 1 0 - 786 D- E 0- 2669 1- J 0 - 850 E - F 0 -2927 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens. Comp. Chords Tens. Comp. W- V 1435 0 R- Q 2927 0 V- U 2398 0 Q- P 2474 0 U- T 2398 0 P- O 2474 0 T- S 2925 0 O- N 2474 0 S- R 2927 0 N- M 1600 0 Maximum Web Forces Per Ply (Ibs) x min rona be supplied by erection contractor. gttffrtilt»rtrrlrfrrr/ Webs Tens.Comp. Webs Tens. Comp. Truss must be installed as shown with top chord up. H. /- 'rs A - X 0 - 1008 F - Q 11 - 564 tt` w••:"r"• 1,A r A - W 1151 0 Q - G 4.47 0 St r"r E " l W- B 0 -1131 G- N 0 - 675 B - V 763 0 N - H 694 0 Ai V-C 0 -744 H-M 0 -1190 U. 70 1 C- T 471 0 M- J 1270 0 T-E 0 - 618 s x min rona be supplied by erection contractor. gttffrtilt»rtrrlrfrrr/ Webs Tens.Comp. Webs Tens. Comp. Truss must be installed as shown with top chord up. H. /- 'rs A - X 0 -1008 F - Q 11 - 564 tt` w••:"r"• 1, A r A - W 1151 0 Q - G 4.47 0 St r"r E " l W- B 0 -1131 G- N 0 - 675 B - V 763 0 N - H 694 0 Ai V-C 0 - 744 H-M 0 -1190 U. 70 1 C- T 471 0 M- J 1270 0 T-E 0 -618 s s w w ht ` V COAXAt.. WZON tr NHin?f1tf%VU 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, handling9 shipping, installing. and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byTPIancTSBCA) fog safety, practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwlse,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attach€tl rigid ceilingLocationsshownforpermanentlateralrestraintbfwebsshallhavebracininstalledperBCSIsections83, B7 or 910, as appllcaf3le. Apply plates toeachfaceoftrussandpositionasshownaboveandontheJoinDetails, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. ALPINE Alpine, a division of ITW BuildinlComponents Group Inc. shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSI/ TPI PI 1, or for handling, shipping, installation and bracing of,trussesA seal on this dr wing or cover page , , listing this drawing indicates acceptance of pro-fessionA en ineerinq responsibility solely for the design shown. The suiTability this yawing for is Desig ANSI/TPI 1 Sbc.2. ti , C Wa„ , 2400 Lake Orange Dr. Suite t5o and use of any sructuretheresponsibilitoftheBuildingerperFormoreinformationseethis ) ob's general notes page and these web sites ALPINE: www. alpineitw.corn TPI: wwwrpinst. org; SBCA'. www sbandustry.com; ICC: www. iccsafe.org Orlando FL, 32837 Job Number: N333522 FLORIDA TEEN BUILDERS Truss Label: FT1A Ply 1 SEON 1632 / T9 / SY42 'Cust RR8975JRef iW9M89750143 Oty: 1 FROM HMT DrwNo 086 18 1218 34024 KM ! WFIK 03/27/2018 81"8 9'8"8 18'5"9 8 1"8 17' 8'9„1 1' 1" 1 1 4"8 1'4"8 9" 10 2,6„ -- 2'6"12 2'6"12 _, _ 2'6„12 --- 2'6"12 - TYP) 4X6 1.5X3 =4X4 15X3 -3X6 5X8 2X4 A B C D E F G H 1 J iX W 1.5X3 - 4X6 2X4 Loading Criteria (psf) 1 Wind Criteria TCLL: 40.00 i Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA EXP: NA Des Ld 55.00 Mean Height: NA ft NCBCLL 10.00 1 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 #2 N Bot chord 4x2 SP #1 :B2 4x2 SP #2 N: Webs 4x2 SP #3 Lumber value set 1313" uses design values approved 1 /30/2013 by ALSC Special Loads Lumber Dur.Fac.=0.90 / Plate Dur.Fac.=0.90) TC: From 100 plf at 0.00 to 100 plf at 18.34 BC: From 10 plf at 0.00 to 10 pif at 18.34 TC: 1550 lb Conc. Load at 16.15 TC: 328 lb Conc. Load at 17.03 TC: 247 lb Conc. Load at 18.34 V U T S R Q PO N M L K 4X4 ^1.5X3 1.5X3 15X3 4X6 4X6 W=3X6 1 5X3 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): 0.147 S 999 360 X 976 I • / • / - / - 7.3 Lu: NA Cs: NA VERT(TL): 0.382 D 877 240 L 3174 / - / - / - / - 5.7 Snow Duration: NA HORZ(LL): 0.027 B - - X Min Brg Width Req = 1.5 HORZ(TL): 0.045 L L Min Brg Width Req = 1.5 Code / Mlsc Criteria Creep Factor: 2.0 Bearings X & L are a rigid surface. Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.744 Bearing X requires a seat plate. TPI Std: 2014 Max BC CSI: 0.963 Rep Factors Used: Yes Max Web CSI: 0.627 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT:12(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE VIEW Ver: 17.02.01A.1115.21 A - B 0 -679 E - F 0 - 2628 B - C 0 - 1787 F - G 0 - 2199 C-D 0 -2444 G-H 0 -1359 D - E 0 -2633 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. W- V 1347 0 Q- P 2502 0 V- U 2225 0 P- O 2502 0 U- T 2225 0 O- N 1894 0 T-S 2633 0 N-M 751 0 S- R 2633 0 M- L 751 0 R - Q 2502 0 Maximum Web Forces Per Ply (Ibs) t tlntiStnftrttrt f Webs Tens.Comp. Webs Tens. Comp. Plating Notes' y raft' A - X 0 -955 F - O 0 477 All laces are 3X4 except as noted. P P A-W 1082 0 O-G 494 0 Additional Notes W- B B - V 0 -1061 697 0 G- N N - H 0 946 857 0 2x6 #3 HEM -FIR or better continuous strongback.; V - C 0 - 676 H - L 0 2428 Attach to each truss where shown with 3-1 Od Box or i 7$ C - T 398 0 L - 1 0 781 Gun nails (0.128"x3",min.). Strongback material to T - D 54 -486 I - K 396 0 be supplied by erection contractor. R - F 539 -156 Truss must be installed as shown with top chord up. # ` i•`- i SAT C) F(• 1t `Yp xy COA wVl' 8 QNAt 1r`vv 0,/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, handlinqg shipping, installing. and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, byY TPI an tJ SBCA) fog safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceilin Locations shown forpermanent lateral restraint of webs shall have bracingInstalled per SCSI sections B3, B7 or 910 as applica e. App y plates to each face, oftrussand position as shown above and on the Joinf etails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin omponents Group Inc. shall not be responsible for any deviation from this drawin any failure to build the truss inconformancewithANSI11, or for handltnq, shipping, installation and bracing of.trussesA seal on this dr wing or cover page , , 2400 Lake Orange Dr. listing thisdrawingindicatesacceptanceofproTesstonarenineeringresponsibilitysolelyforthedesignshoWn. The suitability Suite 150 and useofthisPawingforanystructureistheresponsibilityoftheBuildingDesigrferperANSI/TPI 1 Sbc.2. For more information see this job's general notes page and these web sites. ALPINE: www.alpineitw com; TPI: www.tpinst.org; SBCA: www sbondustry com, ICC. www.iccsafe org Orlando FL, 32837 Job Number: N333522 FLORIDA TEEN EMILDERS Truss Label: FT1G Ply: 1 '.. SEQN. 1633 / T71 / SY42 Cust R R8975 JRe.f. 1 W9M89750143 Qty 1 FROM RDG DrwNo 086 18 1218 34662 KM i VVHK 03127i2018 10'7"8 14'9" 18'8" 10 8.1.,8 2,6., 4'1"8 Sl1"10 4"8 2.6„ -- 76"12 ---_ 2'6„12 - TYP) 6X6 1SX3 5X5 5X5 3X8 A B C D Z Y - X W :V U: 1.5X3 6X6 - 5X5 4X6 W=3X4 Loading Criteria (psf) I Wind Criteria TCLL 40.00 Wind Std. NA TCDL 1000 Speed NA mph BCLL 000 Enclosure: NA BCDL 5 00 Category. NA Des Ld 5500 EXP NA 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 ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Value Set 13B (Effective 6/112013) Top chord 02 SP 91 Bot chord 4x2 SP #2 N B2, B3 4x2 SP #1: Webs 4x2 SP #3 .W21 4x2 SP #2 N. Lumber value set " 136" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC. From 100 plf at 0.00 to 100 plf at 18.61 BC: From 10 plf at 0.00 to 10 plf at 18.30 TC 695 lb Conc. Load at 14 63 Plating Notes All 1'3"12 11"2 5" 2,6„12 w 3X4 W=3X4 4X6W=3X4 6X6 6X8 E F G H I J KL W21 . B3+ S R Q P O N M W=3X6 6X8 8X8 iii 3X4 18'8" 10 µwiu+rinlugtr rr 18'8" 14 Snow Criteria (Pg.Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA CL NA CAT. NA! PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL W Pf: NA Ce: NA VERT(LL) 0 267 E 818 360 Z 1176 1- 1- ! - / - 7.3 Lu: NA Cs: NA VERT(TL)0.512 E 578 240 K 1563 / - / - ! - 3 0 Snow Duration NA HORZ(LL): 0 028 N - - Z Min Brg Width Req = 1 5 HORZ(TL): 0 039 N K Min Brg Width Req = 1.5 Code I Misc Criteria Creep Factor 2 0 Bearings Z & K are a rigid surface. Bldg Code: FBC 6th.ed 2011 Max TC CSI 0,885 Bearing Z requires a seat plate. TPI Std: 2014 Max BC CSI: 0.973 Rep Factors Used: Yes Max Web CSI: 0.687 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT:12(0)/10(0) i Chords Tens Comp Chords Tens. Comp Plate Type(s): IWVerWAVE 17.02.01A.111521 A -B 0 -915 F-G 0 -4138 B - C 0 -2464 G - H 0 - 3575 C- D 0- 3571 H- 1 0- 3575 D -E 0 -4107 1-1 0 -3575 E -F 0-4138 J -K 0 -1482 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp. Y -X 1816 0 S -R 4115 0 X-W 3116 0 R-Q 4115 0 W-V 3116 0 Q -P 4022 0 V-U 3116 0 P-O 4022 0 U- T 4097 0 O- N 2849 0 T - S 4107 0 Maximum Web Forces Per Ply (Ibs) p ates are 3X6 except as noted. ' • rryWebs Tens Comp Webs Tens Comp. h Lr- f Additional Notes ` ,,...,•, ' ` ', A - Z 0 1132 E - Q 387 -486 2x6 # 3 HEM -FIR or better continuous strop back. +lam+•'» s »"• 1%K A - Y 1352 0 Q - G 413 -38 Attach to each truss where shown with 3-10d Box or '• y` ••• Y • B 0 • 1361 G - 0 0 628 Gun nails (0.128"x3",min.). Strong back material to B - X 980 0 1-0 26 - 527 be supplied by erection contractor X - C 0 - 959 O - J 1217 0 Truss must be installed as shown with top chord up. . 0. 708 1 • C - U 728 0 J - N 0 - 2066 U - D 0 -1015 N -K 2163 0 D - T 403 - 107 SAT Q R COONAI» , 03/27/ 2018 WARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses req ire extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building ComponenRafety Information, byy TPI and SBCA) fb safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rlgqld ceiling Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or B10. as applicable. Apply plates to each faceofptruss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z forstandardplatepositions. Alpine, a division of ITW Buildin omponfnts Group Inc. shall not be responsible for any deviation from this drawing anv failure to build the truss rn conformance withANSI11, or for handhn4 shipping, Instaliatidn and bracing of,trussesA seal on this drBwirSg or cover page , , 2400 Lake Orange Dr. listing this drawing indicatesacceptanceofproesslonaensneeringresponsibilitysolelyforthe fesi n shown. The suitability Suite 150 and use of this awlin for any structure is a responsibilit of the Building Desig er per ANSIrTP 1 S c.2. For more mrormaGon see This ob'S eneral notes a e and these web sites: ALPINE www.al ineitw com. TPP. www.l mst. or SBCA. www.sbcindust com. ICC. www.iccsafe o,g Orlando FL, 32837 Job Number: N333522 Ply 1 SEON 1634 / T8 1 SY42 Cust R R8975 JRef 1 W9M89750143 FLORIDA TEEN BUILDERS Oly. 1 FROM. PFH DrwNo. 086 18 1218 34132 Truss Label: FTlGE KM / WHK 03i2712018 2 11 -12 19,, 80`10 18'5'2 18.18"10 r 19, ^. 50'14 _. 10.4'8 ...3*8 i'T 12 4 8 6.5.. 14 _ _:_.. 2.6.. 26 12 .-.-...... 2.?..4 _ ..... 2.5„8 .ys TYP) Loading Criteria (psf) 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 " TYP) W=3x4 3X4 3X4 =06 _3X6 =4X6 =6X6 A B C D E G H J K LM r T-t as m S R a P O N Z Y X W V T =:4X6 4XG=3X4 =6X6 12X4 3X4 T4 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 I: NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP 2400f-2.0E :T1 4x2 SP #1: Bot chord 4x2 SP #2 N Webs 4x2 SP 03 Lumber value set "'I 3B" uses design values approved 1 /30/2013 by ALSC Special Loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 300 plf at 0.00 to 300 plf at 16.15 TC: From 100 plf at 16.15 to 100 plf at 18.59 BC: From 10 plf at 0.00 to 10 plf at 18 30 TC: 125 Ib Conc. Load at 0.04 TIC 574 lb Conc. Load at 16.15 Plating Notes All plates are 1.5X3 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 lop chord up. 188"10 Snow Criteria (Pg Pf in PSF) Def1/CSI Criteria Maximum Reactions (Ibs), or'=PLF Pg NA Ct: NA CAT: NAPP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL) 0.048 P 999 360 Z 62 / - / - / - / - / 7 3 Lu NA Cs: NA VERT(TL) 0,191 P 920 240 Z• 510 I - l - I - 1 - 1108 Snow Duration NA HORZ(LL) 0.007 O L 1335 I - I - l - 1- l 3.0 HORZ(TL): 0.017 O Z Min Brg Width Reg = 1 5 Code / Misc Criteria Creep Factor 2.0 Z Min Brig Width Reg = - Bldg Code FBC 6th ed 2017, Max TC CSI. 0.836 L Min Brig Width Reg = 1 5 TPI Std: 2014 Max BC CSI: 0.724 I Bearings Z, Z. & L are a rigid surface. Rep Factors Used: No Max Web CSI: 0.779 Bearing Z requires a seat plate. FTlRT:20(0)110(0) Members not listed have forces less than 375# Plate Type(s). Maximum Top Chord Forces Per Ply (Ibs) WAVE VIEW Ver 17.02 01A 1115 21 1 Chords Tens.Comp. Chords Tens. Comp, G-H 745 0 J -K 0 -1997 H - 1 745 0 K -L 0 -1097 1 - J 0 -1241 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens Comp. S- R 570 0 Q- P 1937 0 R- Q 1937 0 P- O 2034 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-Y 0 -412 1 - R 1064 0 Y-B 0 -434 R -J 0 -1074 G-S 0 -763 K-O 0 -1521 S- 1 0- 2089 O- L 1636 0 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp. C- X 0- 409 E- V 0 - 428 D - W 0 - 390 WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) fbr safety practices prior to performing these functions. Installers shall provide temporarryY bracin per BCSI. Unless noted otherwlse,top chord shall have properly attached structural sheathing and bottom chord shall have properly attach li ri id ceilin Locations shown forpermanent lateral restraint of webs shall have bracinpp Installed per BCSI sections B3, B or 810 as appllcab e. App y plates to each face. ortrussand position as shown above and on the Jolni Details, unless notedPotherwise. Refer to' ALPINE drawings 160A-Z for standard plate positions. Alpine, a division of ITW B Iilding CComponents Group Inc shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI/TPI 1, or for handli4 shipping, installation and bracing of.trussesA seal on this drawing or cover page _ 2400 Lake Orange Dr. listing thisdrawingindicatesacceptanceofpro) esslonaf en ineering responsfbillttyv solely for the design sho n. The suifebllity Suite 150 and useofthisdrawingforanystructureIstheresponsibilityoftheBuildingDesigrSerperANSI/TPI 1 Sbc.2. For more information see this job's general notes page and these web sites: ALPINE. www.alpineitw.com., TPI www.tpinstorg., SBCA. www.sbcmdustrycom., ICC www.imsafe org Orlando FL, 32837 Job Number: N333522 Ply i SEQN: 1635 1 T'6 1 SY42 Cust RR8975 JRef 1W9M89750143 FLORIDA TEEN BUILDERS Qty 5 FROM: RDG DIwNo 086.18 121&34038 Truss Label: FT2 KM / WI-IK 0312712018 6'10" 8 8'8" 15'6"8 6' 10" 8 T 9"8 6' 10"8 4"8 2, 6„ _ 2' 6" 12 1 '4^g _ 1'4" g 2'6„ 12 _ _ - TYP) 4X6 4X6 1. 5X3 1. 5X3 1.5X3 1.5X3 A B C D E F G H 90 r- S R Q P O N M L K J 1.5X3 4X4 1.5X3 1.5X3 4X4 1.5X3 2X4 2X4 Loading Criteria (psf) TCLL 40.00 TCDL 10.00 BCLL 000 BCDL: 5,00 Des Ld 55, 60 NCBCLL 10,00 Soffit. 200 Load Duration. 1 00 Spacing 24.0 " 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 R Loc. from endwall: NA L 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 42 SP # 3 Lumber value set " 1313" uses design values approved 1/30/ 2013 by ALSC Plating Notes All plates are 3X4 except as noted. Additional Notes 2x6 # 3 HEM - FIR or better continuous strongback. Attach to each truss where shown with 3-10d Box or Gun nails (0. 128" 0",min.). Strongback material to be supplied by erection contractor. Truss must be installed as shown with top chord up. 15'6" 8 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) 0 117 D 999 360 S 841 / - / - J • / - / T3 Lu NA Cs: NA VERT(TL). 0,240 D 999 240 J 841 / • / - / - ! - / 7.3 Snow Duration: NA HORZ(LL): 0.024 K - - S Min Brg Width Req = 1.5 HORZ(TL) 0. 036 B J Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor 2.0 Bearings S & J are a rigid surface. Bldg Code: FBC 6th.ed 2017 Max TC CSI: 0.587 Bearings S & J require a seat plate. TPI Std 2014 Max BC CSI 0 812 I Members not listed have forces less than 375# Rep Factors Used: Yes Max Web CSI: 0.434 Maximum Top Chord Forces Per Ply (Ibs) FTlRT:12(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE VIEW Ver 17.02.01A.1115.21 A - B 0 -572 E - F 0 - 1920 B - C 0 - 1455 F - G 0 - 1455 C- D 0- 1920 G- H 0 - 572 D -E 0 - 1926 COA #0'2%* 03/27/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens. Comp. R-Q 1132 0 N-M 1772 0 Q -P 1772 0 M -L 1T72 0 P-O 1772 0 L -K 1132 0 O - N 1926 0 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. Webs Tens, Comp. A - S 0 - 822 N - F 453 49 A-R 912 0 F -L 0 489 R -B 0 - 890 L -G 512 0 B -Q 512 0 G -K 0 890 Q-C 0 - 489 K -H 912 0 C - O 453 - 49 H - J 0 822 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, handlingg shipping, installing and bracingRefer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) fbr safPety practices prior to perforing these functions. Installers shall provide temporary bracing per BCSI. Unless noted oytherwise,top chord shall have properly attached structural sheathing and bottom Chord shall have a properly attach€d rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracingq Installed per BCSI sections B3, 67 or 810, as applicable Apply plates to each face. oftrussand position as shown above and on the Joini Details, unless noted otherwise. Refer to drawings 16OA-Z for standard plate positions. Alpine, a division of ITW Build nQ omponents Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with AN I/T 1 1, or for handling, shipping, installation and bracing of.trussesA seal on this dr8wing or cover page listing this drawing indicates acceptance of pro essiona en ineerin9 responsibilittyv solely for the design shov7n. The sui bility and use of this gnawingforanystructureisperesponsibilityofthe Building DesigiSer per ANSI/TPI 1 S-6c.2. Irr ALPINE NE2400 Lake Orange Dr. Suite 150 Onando FL, 32837 Job Number: N333522 FLORIDA TEEN BUILDERS Truss Label F12GE Ply 1 SEQN: 1636 / T4 I SY42 Cusl. R R8975 JRef 1 W9M89750143 Qly 1 FROM RDG DrwNo 086 18.1218 37595 KM / WHK 03/2712018 152" 156"8 4` ITS 12 8 2' 11" -.. 1. 4... TYP1 3X4 A B C DE F G H I J K 2X4 LM O 2 X4Loading Criteria (psf) Wind Criteria Snow Criteria IPg Pf in PSFI Defl/CSI Criteria Maximum Reactions (Ibs), or TCLL 4000 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 TCDL: 10.00 Speed 150 mph Pf: NA Ce: NA VERT(LL): 0.002 8 999 360 ! O` 382 / 31 ' BCLL 0.00 Enclosure: Closed Lu: NA Cs: NA VERT L : 0.008 B 999 240 31 / - J - / i86 Risk Category: II (T) Wind reactions based on MWFRS BCDL 5 00 g Snow Duration: NA HORZ(LL): 0.001 AA O Min Brg Width Reg = EXP: C _ Des Ld 55.00 Mean Height: 15.00 ff ----_-- HORZ(TL). 0.002 AA Bearing AA is a rigid surface. NCBCLL: 10.00 Code / Misc Criteria Creep Factor: 2.0 Bearing AA requires a seat plate TCDL: 4.2 psf Soffit 200 BCDL: 3. 0 psf Bldg Code: FBC 6th.ed 2017 Max TC CSI: 0.424 Load Duration 1 00 MWFRS Parallel Dist: 0 to h/2 TPI Sid 2014 Max BC CSI: 0.030 Members not listed have forces less than 375# Spacing: 24.0 " Re Factors Used: Yes Max Web CSI: 0.257 Maximum Web Forces Per Ply (Ibs) 9 C&C Dist a: 3.00 ff j P Webs Tens.Comp. Webs Tens. Comp_ Loc. from endwail: Any FT/RT:20(0)/10(0) -- — — GCpi: 0.18 Plate Type(s): A -AA 23 -405 Z . 8 82 - 449 i— — Wind Duration 1. 00 WAVE VIEW Ver: 17.02 01A.1115 21 Lumber -- j Maximum Gable Forces Per Ply (Ibs) Value Set 13B (Effective 6/1/2013) Gables Tens.Comp. Gables Tens. Comp. Top chord 4x2 SP # 2 N C - Y 72 -431 H - T 67 -482 Bot chord 4x2 SP # 2 N D - X 67 -440 I - S 67 -445 Webs 4x2 SP #3 E - W 67 -477 J - R 69 -424 Lumber value set " 1313" uses design values F - V 67 -518 K - Q 81 -434 approved 1/3012013 by ALSC G - U 67 - 519 L - P 58 - 386 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) 14111 PI1111 trghrr TC From 291 plf at 0.00 to 350 plf at 5.88 l J +°+++y TC From 387 pit at 5.88 to 387 plf at 9A2 t Z / I". TC From 350 plf at 9.42 to 291 plf at 15.29".••+""". ' / 'f BC From 10 plf at 0.00 to 10 plf at 15.29 L TC. 324 lb Conc. Load at 0. 04,15.29 " \, \ 4 « Plating Notes ? ;t 7.08 2 All plates are 1 5X3 except as noted. ? i Wind * r Wind loads based on MWFRS with additionalC&C SAT Q member design : rG * IQ Additional Notes 'Olt.•. 4 tt See ANSI(TPI t Sect 7 for additional bracing requirements. Bracing material to be supplied by % erection contractor. COA #Of$11ny\` Truss must be installed as shown with top chord up 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, handlin shipping, installing. and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byY TPI an aSBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracin per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attach) rigid ceiling Locations shown forpermanent lateral restraint of webs shall hay bracingq installed per BCSI sections B3, B7 or 810 as app Ica e. Apply plates to each face. of truss and position as shown above and on tt a Joint Details, unless noted otherwise. Refer to' ALPINE drawings 160A-Z for standard plate positions Alpine, a division of ITW B fildinggCComponents Group Inc. shall not be respondble for any deviation from this drawing any failure to build the truss m conformance with ANSI/TP1 1, or for handli4 shipping. installation and bracing of trussesA seal on this drawirsg or cover page 2a00 Lake Orange Dr listing this drawing indicates acceptance of prolessfonaf enineeringresponsibilitysolelyforthedesignshowFh. The s a bility Suite t 50 and use of this drawing for any structureisfheresponsibi1,70 the Building Desigder per ANSI/TPI 1 Sbc.2 For more information see thisjob's general notes page and these web sites. ALPINE w alpinaitwcorn.TPI www t inst or - SBCA www sbcindustr com ICC w iccsafe or Orlando FL. 32837 Job Number: N333522 Ply 1 SEQN 1637 i T10 / SY42 Cust R R8975 JRef 1 W9M89750143 FLORIDA TEEN BUILDERS Qly 4 FROM: RDG '... DrwNo: 086.18.1218.35566 Truss Label' FT3 KM ! WHK 03/27/2018 6' 10"8 8' 5" 12 15'2"12 6' 10"8 1' 7" 4 6'9" 4"8 „ 2'6 _ 2'6"1 2 - 1.4„8 _ 1'4„8 2,6„12 TYP) 4X6 1.5X3 1.5X3 1 5X3 4X6 A B C D E F G H 5' 12r- II YI R O P O N M L K J I 1.5X3 4X4 1.5X3 1.5X3 =4X4 2X4 2X4 Loading Criteria (psf) TCLL. 4000 TCDL 10.00 BCLL 0.00 BCDL5.00 Des Ld 55.00 NCBCLL 10.00 Soffit: 2.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std: NA Speed NA mph Enclosure NA Category. NA EXP: NA Mean Height: NA It TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C& C Dist a: NA R Loc from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 3X4 except as noted. Additional Notes 2x6 # 3 HEM -FIR or better continuous strongback Attach to each truss where shown with 3-10d Box or Gun nails (0.128"x3",min.). Strongback material to be supplied by erection contractor. Truss must be installed as shown with top chord up. 15' 2"12 Snow Criteria IPg.P( 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): 0.1 15 E 999 360 R 831 / - I - l - l - l 72 Lu NA Cs NA VERT(TL) 0 221 E 999 240 1 831 1 - / - / - / - 3 5 Snow Duration NA HORZ(LL) 0 023 J - - R Min Brg Width Req = 1.5 HORZ( TL) 0 033 B I Min Big Width Req = 1 5 Code / Misc Criteria Creep Factor. 2.0 Bearings R & I are a rigid surface. Bldg Code: FBC 6th.ed 2017 Max TC CSI 0,512 Bearing R requires a seat plate. TPI Std: 2014 Max BC CSI 0.769 Rep Factors Used: Yes Max Web CSI 0 428 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT:12(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s) WAVE VIEW Ver 1T02.01A.1115.21 1 A - B 0 -564 E - F 0 - 1875 B - C 0 -1430 F - G 0 - 1430 C- D 0-1875 G-H 0 -562 D - E 0 -1880 ENS. •• 4i w p. 708 1 SSAT 0R io N. 402 coS/ Nwa*yt 03/27/ 2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens. Comp. Chords Tens. Comp Q-P 1116 0 M -L 1738 0 P- O 1738 0 L- K 1738 0 O-N 1738 0 K -J 1115 0 N - M 1880 0 Maximum Web Forces Per Ply (Ibs) Webs Tens. Comp. Webs Tens. Comp A-R 0 812 M-F 425 59 A- Q 899 0 F- K 0 475 Q- B 0- 876 K- G 500 0 B- P 499 0 G- J 0 878 P- C 0- 476 J- H 896 0 C - N 425 59 H - 1 0 807 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 edition of BCSI (Building t SafetyInformation, by TPI and SBCA) fb safety practices prior to performing these functions Installers shall provide temporary BCSI._ Unless noted oytherwise,top chord shall have properigy attached structural sheathingq and bottom hord shall have a propperly aid ceiling. Locations shown for permanent lateral restraint Of webs shall have bracing installed per BCSI sections $3, B7 or 910, e. AopvplatestoeachfaceoftrussandoositionasshownaboveandontheJoinf-Details. unless noted otherwise. defer to Alpine, a division of truss in conf rmanc listing this rawinr and use o this i any 1 IP failuretobuildthe nor Tr. The .2bility ALPINE 2400Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333522 Ply: 1 SEON 1638 / T5 / SY42 Cust R R8975 JRef 1 W9M89750143 FLORIDA TEEN BUILDERS Oty 1 FROM RUG DrwNo 086 18 1218 34693 Truss Label: FT3G KM / WHK 03/27!2018 6'10"8 8'5"12 11'1"4 15'2" 12 6' 10"8 17 4 27'8 4' 1 "8 4 8 2,6„ _ _ 2'6„12 _ .._. 1'4" g ._; _. 124 TYP) 1.5X3 4X4 4X6 1.5X3 1.5X3 3X4 2X4 4X6 A B C D E F G H I 5`i 2 QO t f. 5'12 y_ R Q P O N M L K J~' 1.5X3 4X4 11.5X3 4X4 3X4 4X10 = 5X8 2X4 2X4 Loading Criteria (psf) TCLL 40.00 TCDL 1000 BCLL 000 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 10.00 Soffit: 2,00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Mean Height: NA It TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist. NA C&C Dist a: NA ft Loc. from endwall: NA t. NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #1 Bot chord 4x2 SP 2400f-2.OE Webs 4x2 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 180 plf at 0,00 to 180 plf at 848 TC: From 100 plf at 8.48 to 100 plf at 15.10 BC: From 10 plf at 0.00 to 10 plf at 15.10 TC 465 lb Cone. Load at 11 13 Plating Notes All plates are 6X6 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"xW,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) Fig NA CtNA 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:12(0)/10(0) Plate Type(s): WAVE 15'2"12 Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL) 0,242 E 723 360 VERT(TL) 0 368 E 574 240 HORZ(LL) 0 030 B - - HORZ(TL). 0.038 B Creep Factor: 2.0 Max TC CSI: 0.897 Max BC CSI: 0 693 Max Web CSI: 0.869 VIEW Ver: 17.02.01A 1115.21 i q. 708 1 Q •, SAT e' CO'A ##0'4+Irs '` lutnen 03/27/201 a Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W R 1442 /- I- l- I- 17.2 J 1670 /- /- !- /- /35 R Min Brg Width Reg = 1.5 J Min Brg Width Reg = 1 5 Bearings R & J are a rigid surface Bearing R requires a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp A- B 0- 973 E- F 0- 3286 B- C 0- 2484 F- G 0- 3123 C-D 0 -3272 G-H 0 -3123 D -E 0 -3287 H - 1 0 -1146 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens. Comp. Q- P 1942 0 N- M 3287 0 P- O 3027 0 M- L 3353 0 O- N 3027 0 L- K 2302 0 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. Webs Tens. Comp. A-R 0 -1411 F -L 0 -478 A- Q 1552 0 G- L 0 - 578 Q-B 0 -1538 L -H 1233 0 B -P 883 0 H -K 0 -1836 P- C 0- 846 K- 1 1826 0 C-N 859 0 1-1 0 -1624 N - D 0 - 427 WARNING` READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating. handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, byv TPI an SBCA) fb safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.. Unless noted otherwise.top chord shall have proper)Y attached structural sheathing and bottom Chord shall have a propperly attached rigqid cedtn9 Locations shown for permanent lateral restraint of webs shall have braacm Inslalled per BCSI sections B3, 87 or 610, as appllcatile. Apply plates to each face of truss and position as shown above and on the JoinE9Details, unless noted otherwise. Refer to ALPINEdrawings160A-Z for standard plate positions. Alpine, a division of ITW Build 11n CComponents Group Inc. shall not be responsible for any deviation from this drawing any failure to build the -rt ccMncrr truss in conformance with ANSI1PI 1, or for handlin4, shipping, Installation and bracing of,trussesA seal on this drawing or cover page _ _ 2400 Lake Orange Dr. listing this drawin indicates acceptance of ppro, esslonar en meering responsibility sole) for the design shown. The sui bility Suite 150anduseofthis Fawing for any structure is fhe responsibilit?of the Building Desigrier per`ANSI/TPI 1 Sbc.2. For more information see this job's general notes page and these web sites: ALPINE. www.alpineitw.com: TPI: www.tpinstorg: SBCA www.sbcindustrycom.. ICC. wwwiccsafeorg Orlando FL, 32837 - - Job Number: N333522 Ply 1 SEON 1639 / T57 i SY42 Cust R R8975 JRef: 1 W9M89750143 FLORIDA TEEN BUILDERS Oly. 2 I. FROM: RDG ', DrwNo: 086 18 1218 35520 Truss Label: FT4 '.. KM / WHK 03/27/2018 6' 10" 8 9'3" 12 14' 10"12 6' 1 T8 2' 5"4 57' 4"8 5„ 8 2'6" -_w. _ 2'6" 12 1'4„8 ._ TYP) 4X6 1.5X3 3X4 1.5X3 4X6 A B C D E FG HI d_ 5'i7 N R O P O N M L K J 15X3 4X4 1.5X3 1.5X3 4X4 1.5X3 2X4 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 1000 Speed NA mph BCLL: 0.00 Enclosure NA BCDL: 5.00 Category: NA EXP NA Des Ld 55 00DDesd: 10.00 Mean Height NA ft 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 ft 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 #1 Webs 4x2 SP #3 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 #3 HEM -FIR or better continuous strongback. Attach to each truss where shown with 3-1Od Box or Gun nails (0,128"x3",min.). Strongback material to 14' 10" 12 - Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pig NA Ct NA CAT NA!. PP Deflection in loc L/deft L/# Loc R / U / Rw ! Rh / RL W Pf: NA Ce. NA VERT(LL): 0.159 D 999 360 R 817 I - / - ! - / - T3 Lu. NA Cs: NA VERT(TL): 0.349 D 678 2401 H 804 / - / • / - / - 3 5 Snow Duration: NA HORZ(LL): 0.035 B R Min Brg Width Req = 1.5 HORZ(TL): 0,055 B H Min Brg Width Req = 1 5 Code / Misc Criteria Creep Factor: 2.0 Bearings R & H are a rigid surface. Bldg Code. FBC 6th.ed 2017 Max TC CSI: 0.849 j Bearing R requires a seat plate. TPI Std: 2014 Max BC CSI: 0.828 Rep Factors Used: Yes ! Max Web CSI: 0A56 Members not listed have forces less than 375# FT/RT:12(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s)" WAVE VIEW Ver: 17.02.01A.1115 21 A - B 0 -552 E - F 0 - 1482 B - C 0 - 1396 F - G 0 - 596 C-D 0 -1783 G-H 0 -641 D -E 0 -1789 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens Comp. O-P 1093 0 N-M 1789 0 P- O 1700 0 M- L 1785 0 O-N 1700 0 L -K 1198 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-R 0 -798 C -N 410 -110 NttalttillfRrrrpr A- O 881 0 E- L 0 - 575 be supplied by erection contractor Ll"'• •+ry, O - B 0 -858 L - F 461 0 Truss must be installed as shown with top chord up f h' o'', B - P 482 0 F - K 0 884 V •+"'., P - C 0 -468 K - H 958 0 4 *'* S R ` RRY 'mac-1 / R a, 708 1 s SAT 0 ' 4 A 469 NAll. COA #40 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, handlingq shi pin installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation. by TPI enSBCA) fb sa ety ractices prior to performing these functions Installers shall provide temporary bracing BCSI._ Unless have sheathing and bottom shall have a pernotedoytherwise,top chord shall properly attached structural Chord properly attached rigid ceiling Locations shown for ermanent lateral restrain) of webs shall hay bracin installed per BCSI sections 63, B7 or B10 as applicable. Apply plates to each face. ofptruss and position as shown above and on t 1e Joinf9Detads, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. ALPINE Alpine, a division of ITW Buildt"cg Components Group Inc. shall not be responsible for any deviation from this drawing an failure to build the truss In conformance with ANSI/TPI 1, or for handlingQ, shippmaa, installation and bracing of trussesA seal on this drawing9 or Cover paqe - . listing this tlrawinq indicates acceptance of proTessionaf en ineering responsibility solely for the desi n shown. The suit3biliry guse2aoo Lake Orange Dr. and or this drawing for any structure is [he responsibilit of the Building Designer per ANSI/TPI 1 S$c.2. Suite 150 For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com: TPI: www.l inslor : SBCA: wwwsbcindusIrycomtCC wwwiccsafeorq Orlando FL, 32837 Job Number: N333522 Ply 1 SEON 1640 / T7 / SY42 CustRR8975 JRef 1W9M89750143 FLORIDA TEEN BUILDERS Oty 5 FROM RDG DrwNo 086 18 1218,36346 Truss Label FT5 KM I WHK 0312712018 5' 6" 7'3"4 11'412 5' 6" 1'9"4 4' 1 "8 4" 8 1'3"12 TYP) 3X6 3X4 1. 5X3 3X4 3X4 1.5X3 3X4 1.5X3 A B C D E F 5.. f 2 iv N M L K J I H 1. 5X3 3X4 3X4 1.5X3 3X4 - 3X4 2X4 2X4 C Loading Criteria (psf) I Wind Criteria TCLL: 40.00 Wind Std: NA TCDL 10.00 Speed: NA mph BCLL 0.00 Enclosure: NA BCDL: 5.00 Category: NA Des Ld: 5- EXP: NA Mean Height: NA ft NCBCLL: 10.00 TCDL NA psf Soffit: 2.00 BCDL: NA psf Load Duration: 1.00 1 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: 13B (Effective 61112013) Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Additional Notes See ANSI/TPI 1 Sect 7 for additional bracing requirements. Bracing material to be supplied by erection contractor. Truss must be installed as shown with top chord up. 11' 4"12 _ Snow Criteria (Pg Pf m PSF) Deft/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct NA CAT: NA PP Deflection in loc Udefl L/# Loc R / .0 / Rw / Rh / RL / W Pf: NA Ce NA VERT(LL): 0 079 C 999 360 N 620 / - / - I - / - / 7 3 Lu NA Cs NA VERT(TL). 0.173 C 999 240 H 607 / - / - / • / - / 3.5 Snow Duration: NA HORZ(LL): 0.021 B N Min Brg Width Req = 1.5 HORZ( TL). 0.033 B j H Min Brg Width Req = 1.5 Code / M1sc Criteria Creep Factor: 2.0 Bearings N & H are a rigid surface. Bldg Code FBC 6th ed 2017 Max TC CSI: 0.612 Bearing N requires a seat plate. TPI Std. 2014 Max BC CSI: 0.758 i Rep Factors Used: Yes Max Web CSI: 0.300 Members not listed have forces less than 375# I Maximum Top Chord Forces Per Ply (Ibs) FT/RT:12(0)/10(0) t Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE VIEW Ver: 17.02 01A.1115 21 A - B 0 -394 D - E 0 994 B- C 0 -917 E- F 0 -381 C- D 0 -1001 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens, Comp. M- L 779 0 K -J 1001 0 L- K 1004 0 J- 1 770 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A- N A- M M- B J - E 0 - 602 E -1 0 -618 629 0 1 - F 606 0 0 - 612 F -H 0 -557 445 0 rNMM4N t 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 fabricatingg, handling9 shippin installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an a SBCA) fb safety ractices prior to performing these functions. Installers shall provide temporary bracinu per BCSI.. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom Chord shall have a properly attach . rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing Installed p r BCSI sections B3, B7 or 10 as applicable. Ap Ty plates to each face_ or truss and position as shown above and on the Joint Details, un ess noted otherwise. Refer to' ALPINE drawings 160A-Z fgr standard plate positions. Alpine, a division of ITW But1ildin$QCComponents Group Inc. shall not be responsible for any deviation from this drawing any failure to build the . 11,0.,111 truss in conformance with ANSIr 1 1, or for handlin shippin , installation and bracing of trussesA seal on this drawin or over page - 2400 Lake Orange Dr. listin thisdrawingqindicatesacceptanceofpro) essionA een sneering res onsibilittyv sole) for the design shorn. The sulfabili Suite 150 and useofthisdrawingforanystructureistheresponslbilitygoftheBuildingDesigrSerperANSI[TPI1 Sbc.2. b For more information see this job's general notes page and these web sites: ALPINE www.alpineitw;com: TPI-. www tpinst org:. SBCA www sbondustry com: ICC: www iccsafe org Orlando FL. 32837 Job Number: N333522 FLORIDA TEEN BUILDERS Truss Label: FT6 Ply. 1 SEON: 1641 / T2 / SY42 Cust: R R8975 JRef. 1 VJ9M89750143 QIy. 1 FROM. RDG DrwNo. 086.18.1218 35473 KM / WHK 03/2712018 4"B 2'6" TYP) Loading Criteria ( psf) Wind Criteria TCLL: 4000 Wind Std NA TCDL 10.00 Speed NA mph BCLL 0.00 Enclosure NA BCDL 5.00 Category: NA Des Ld 55.00 EXP NA NA ft Mean Heigh NCBCLL: 10.00t: TCDL. NA psf Soffit 2. 00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist NA Spacing: 24.0 " C8C 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 " 136" uses design values approved 1/30/2013 by ALSC Additional Notes See ANSI/TPI 1 Sect 7 for additional bracing requirements Bracing material to be supplied by erection contractor. Truss must be installed as shown with top chord up 5'6" 7'0" 12 5,6„ 1'6" 12 1'3"12 1 V4" 8 4'3 12 5"4 11'4" 8 — - A Snow Criteria (Pg Pf in PSF) Defl/CSI Criteria T Maximum Reactions (Ibs) Fig: NA Ct NA CAT: NA: PP Deflection in loc Lldefl L/# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT( LL) 0 077 L 999 360 O 625 / - I - / - / - 7 3 Lu: NA Cs: NA VERT( TL) 0 154 C 999 240 G 610 / - / - / - / - 133 Snow Duration: NA HORZ(LL) 0 018 B O Min Brg Width Req = 1 5 HORZ(TL) 0 029 B G Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor 2.0 Bearings O & G are a rigid surface. Bldg Code: FBC 6th.ed 2011 Max TC CSI: 0 639 Bearing O requires a seat plate TPI Std: 2014 Max BC CSI 0 698 Rep Factors Used: Yes Max Web CSI: 0 319 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FTlRT:12(0)/10(0) Chords Tens Comp. Chords Tens. Comp. Plate Type(s):-- WAVE VIEW Vec 17.02 01A,1115 21 A - B 0 -398 D - E 0 - 1020 B - C 0 -929 E - F 0 -406 C -D 0 -1026 F - G 0 -448 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. N- M 785 0 L- K 1026 0 M -L 1028 0 K - J 851 0 Maximum Web Forces Per Ply ( Ibs) Webs Tens Comp Webs Tens. Comp A- O 0- 607 K- E 377 0 A- N 635 0 E- J 0 - 640 N -B 0 -616 J - G 669 0 Al 4 •••••I•••' r,r Nis7.08 r r w s AT o COA ht' 7, N A . 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, handlin shipping, installing, and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information. by TPIanaSBCA) fur safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.. Unless noted otherwlse,top chord shall have properly attached structural sheathing and bottom Chord shall have a properly attach . rigpid cellmy, Locations shown Tor ermanent lateral restraint of webs shall have bracln InsTalled per BCSI sections B3, B7 or B10 as appllcat3le. Apply plates toeachfaceoftrussandpositionasshownaboveandontheJoinf9Details, unless noted otherwise. Refer to' drawings 160A-Z for standard plate positions. ALPINE Alpine, a division of ITW Building ompon nts Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss In conformance with ANSI/ T 1 1, or or handling, shipping, Installation and bracing of,trussesA seal on this dAwl ing or cover page, , listingthis drawing indicates acceptance of pro essiona en ineenrig res onslbillt yv sole) for the desi n shov7n. The sulfabill tY 2400 Lake Orange Dr. and se of this drawing for any structure is the responsibilgof the Building DesigrSer peryANSI/TPI 1 S%c.2. Suite t 50 For more information see this job's general notes page and these web sites. ALPINE. wwwal ineitw. com TPI: wwwtirinstor , SBCA www siticindustry.corn: ICC www.iccsafe. org Orlando FL, 32837 Ply 1 SEON 1642 ! T1 ! SY42 Cust RR8975 JRO 1V49M89750143 Oty. 10 FROM: RDG DrwNo 086 18.1218 35223 KM ! WHK 03l2712018 Job Number N333522 FLORIDA TEEN BUILDERS Truss Label' FT7 Loading Criteria (psf) TCLL 4000 TCDL: 10.00 BCLL 0.00 BCDL: 5.00 Des Ld 55.00 NC13CLL: 10.00 Soffit: 2.00 Load Duration: 1.00 Spacing: 24.0 " 5'6" 7' 1 "2 11'4"10 5,6„ 172 4'3"8 4" 8 1'3" 12 5" TYP) 3X6 3X3 1.5X3 3X4 3X4 1.5X3 -3X3 3X6 A B C D E F GH in 0 N M L K J 3X4 3X4 1.5X3 3X4 3X4 i 1.5X3 1.5X3 2X4 C' - — _ 11'4"10 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 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 "13B" uses design values approved 1/30/2013 by ALSC Additional Notes See ANSI/TPI 1 Sect 7 for additional bracing requirements. Bracing material to be supplied by erection contractor. Truss must be installed as shown with top chord up. Snow Criteria IPgPf 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): 0.078 L 999 360 O 626 / - / - / • / - 7.2 Lu. NA Cs NA VERT(TL): 0.157 C 999 240 G 609 J - l - 1 - l - 3.0 Snow Duration NA HORZ(LL): 0 018 B O Min Brg Width Req = 1.5 HORZ(TL): 0.029 B G Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor: 2.0 Bearings O & G are a rigid surface. Bldg Code. FBC 6th ed 2017 Max TC CSI: 0.643 Bearing O requires a seat plate. TPI Sid 2014 Max BC CSI: 0.705 Rep Factors Used: Yes Max Web CSI: 0.320 Members not listed have forces less than 375# I Maximum Top Chord Forces Per Ply (Ibs) FTlRL 12(0)110(0) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE VIEW Ver: 17.02.01A.1115.21 A - B 0 - 399 D - E 0 - 1025 B - C 0 - 933 E - F 0 - 403 C -D 0 -1031 F-G 0 -449 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. N-M 788 0 L -K 1031 0 M- L 1033 0 K- J 854 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A-O 0 -609 K -E 381 0 A- N 637 0 E- J 0 - 642 N-B 0 -618 J -G 672 0 o. 7,08 1 e z s 00 : ` f• ' IYIr M11*• N„ACOAgL,•`` 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, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information. byy TPI and SBCA) safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.. Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom hor d shall have a properly attach etl rlppld cellln9 Locations shown for Dermanent lateral restraint of webs shall hav braacin insailed per BC I sections B3, 67 or B10, as applicable. AppTy plates to each face. of truss and position as shown above and on tt a Joint9Details, unless not otherwise. Refer to drawings 16OA- Z for standard plate positions. ALPINE Alpine, a division of ITW Bu Ii%1,$ngc omponentsGroup Inc shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with AIN 1lfP1 1, or for handling, shippmq. Installation and bracing of_trussesA seal on this dr winq or over pagge, , listing this drawing, indicates acceptance of proTessionar en ineenf responsibilttty solely for the des i n shoH7n. The suiablllty, n, O r r,y 2400 Lake Orange Dr. dg and useofthisrrawingforanystructureisfheresponsibilitoftheBufldingDesigrSerper ANSI/TPf 1 S2c.2. Suite t 50 For more information see this job's general notes page and these web sites-. ALPINE: wwwal ineitw.com TPI www.l inst. or , SBCA. wwwsbandusl com-. [CC www imsafe org Orlando FL. 32837 Job Number: N333522 Ply 1 SEON 1643 / T13 / SY42 CLI51: RR8975 JRef iW9M89750143 FLORIDA TEEN BUILDERS Oly 1 FROM RDG DrwNo 086 18 1218 34521 Truss Label' FT7GE KM / WHK 03/27/2018 1'9" 2'11*'12 53"2 6'9"2 8'4"2 111"2 11'4"14 1'9' 1'2"122:3:6.. 1'6" 1'7' 2,9'. 312 Io.. Vg >, 5" 4 4"$ 1 2 12 9' 14 1 2' 8 - '_.. - '._ 1'3 • 1 7. ._ _ 1,2.2 n,_ 1.2..6 3X3 4X4 4X4 rr3X4 3X3 =-.3X6 - 6X6 A B C D E F G H I J K f t 5.. 12 P 0 N M L T S R 0 4X4 6X6 2X4 3X4 Loading Criteria (psp Wind Criteria TCLL 40.00 Wind Std: ASCE 7.10 TCDL 10.00 Speed: 150 mph BCLL: 0.00 Enclosure: Closed BCDL: 5.00 Risk Category: II Des Ld: 55.00 EXP. C Mean Height: 15 00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 gCDL: 3.0 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: 0.18 Wind Duration: 1.00 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #1 :T2 4x2 SP #2 N: Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1 /30/2013 by ALSC Special Loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC From 291 plf at 0.00 to 350 plf at 5.88 TC: From 387 plf at 5.88 to 387 plf at 11.28 BC: From 10 plfat 0.00 to 10 plf at 10.97 Plating Notes All plates are 1.5X3 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See ANSIIrPI 1 Sect 7 for additional bracing requirements. Bracing material to be supplied by erection contractor. Provide for complete drainage of roof. Truss must be installed as shown with top chord up. 11'4" 14 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 Defl/ CSI Criteria PP Deflection in loc L/defl L/# VERT(LL). 0.053 N 999 360 VERT(TL) 0.213 N 554 240 HORZ(LL): - 0 011 J - - HORZ(TL) 0.026 J Creep Factor: 2.0 Max TC CSI 0 881 Max BC CSI 0 908 Max Web CSI: 0.760 Maximum Reactions ( Ibs), or •=PLF Loc R I /Rw /Rh /RL /W T` 316 / 29 / 30 / - 1 - / 607 P 1158 / 99 /95 /- /- /6.4 J 1330 / 112 / 102 / • / - 13.2 Wind reactions based on MWFRS T Min Brg Width Req = - P Min Brg Width Req = 1.5 J Min Brg Width Req = 1.5 Bearings T, P, & J are a rigid surface. Bearings T & P require a seat plate. j Members not listed have forces less than 375# VIEW Ver 17.02.01A 1115.21 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens. Comp. Chords Tens. Comp. E - F 220 -1200 H - 1 211 - 1099 F - G 226 -1233 1 - J 204 - 1069 G - H 205 -1076 a 4 o. 7t? 8 1 SAT 0 s xrf COA bin jS ONAI. 03/27/ 2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens. Comp. Chords Tens. Comp. P - O 420 - 86 N - M 1238 - 227 O - N 1233 - 226 Maximum Web Forces Per Ply (Ibs) Webs Tens. Comp. Webs Tens. Comp A - T 119 - 655 E - O 1239 -214 A - S 576 -117 O - F 135 - 824 S - B 116 - 453 M - J 1597 -305 P - E 203 -1200 Maximum Gable Forces Per Ply (Ibs) Gables Tens. Comp. Gables Tens. Comp. C - R 94 - 425 1 - M 184 - 913 D - 0 80 - 444 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, handlincc]] shipping, installingand bracing.Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an n SBCA) fb safety practices prior to performing these functions. Installers shall provide temporarryv bracin per BGSI.. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom Chord shall hav a properly attachud r igd ceiling Locations shown for permanent lateral restraint bf webs shall have bracm installed per BCSI sections B3, 7 or B10, as appllcabte ApplyplatestoeachfaceoftrussandpositionasshownaboveandontheJolnf9Detalls, unless noted otherwise. Defer to ALPINE drawings 160A-Z forstandardplatepositions. Alpine, a division of ITW Build 1ng CComponents Group Inc. shall not be responsible for any deviation from this drpwinq any failure to build the truss In conformance with ANSI/) PI 1, or for handllrtct, shippiniq, Installation and bracing of,trussesA seal on this dr88wing or cover pagqe , , 2aoo Lake Orange Dr. stingthis drawing indicates acceptanceofproesslonaenmeerinresonslbilrttyvsole) for the design 5gho n. The suitabllr Suite Lake and se of this drawing for any structure is the responsibility of the 0 ilding DesigrSer per ANSI/TPI 1 Sbc.2. tY150 For more information see this job's general notes page and these web sites. ALPINE. www. al ineirw.com: TPI www.t inst. org. SBCA. wwwsbandustry com. ICC wWw.iccSafe. org Orlando FL, 32837 Job Number: N333522 '... Ply. 1 SEON: 1644 / T3 / SY42 '.. Cust. R R8975 JRef. 1 W9M89750143 FLORIDA TEEN BUILDERS Oty 1 FROM: RDG DtwNo 086.18 1218 37267 Truss Label: FT8G KM / WHK 03/27/2018 Loading Criteria (psf) TCLL: 4000 TCDL 10.00 BCLL: 0.00 BCDL 500 Des Ld 55 00 NCBCLL 10.00 Soffit 200 Load Duration: 1 00 Spacing: 24 0 " 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 I: NA GCpi: NA Wind Duration NA Lumber 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 Special Loads Lumber Dur.Fac =1.00 / Plate DucFac.=1 00) TC From 100 plf at 0,00 to 100 plf at 3A3 BC: From 10 plf at 0.00 to 10 plf at 3.43 TC: 610 lb Conc Load at 1 58 Additional Notes Truss must be installed as shown with top chord up. 17 8 1191,11 3'5"3 17'8 23 178 g— -- — 3'5"3 — - --A Snow Criteria (Pg.Pf in PSF) !, Defl/CSI Criteria A Maximum Reactions (Ibs) Fig: NA Ct: NA CAT: NAI PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W Pf: NA Ce. NA VERT(LL) 0.016 8 999 360 H 522 I - l - ! - I - l 4 0 Lu: NA Cs: NA VERT(TL) 0.028 B 999 240 E 465- Snow Duration: NA HORZ(LL) 0.002 B - - H Min Erg Width Req = 1.5 HORZ(TL): 0.003 B E Min Brg Width Req = - Code / Misc Criteria Creep Factor: 2 0 Bearing H is a rigid surface. Bldg Code: FBC 6th.ed 2011 Max TC CSI: 0.275 TPI Std: 2014 Max BC CSI: 0.294 Members not listed have forces less than 375# Rep Factors Used: Yes Max Web CSI: 0.259 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. FTIRT:12(0)I10(0) Plate Type(s): 8 - C 0 -391 C - D 0 -376 WAVE VIEW Ver 17.02.01A 1115.21 VOW- 0 ENs Trr/l 08 SAT 0 t, COA iF j 7$ NA Woo t 03/27/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. G -F 391 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A -H 0 -494 F -D 545 0 A- G 533 0 0- E 0 - 447 G -B 0 -471 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, handlingq shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) fb safety practices prior to performing these functions Installers shall provide temporary bracing per BCSI.. Unless noted otherwrse,top chord shall have proper)YY attached structural sheathingg and bottom GGhord shall have a properly attached riggid cerlrn Locations shown for ermanent lateral restraint of webs shall hav bracingq Insjalled per BCSI sections 63, B7 or B10asapplicable. App y prates to each face. ofptruss and positron as shown above and on ire Joini Details, unless noted otherwise. Refer to ALPINEdrawings160A-Z for standard plate positrons. Alping, a division of ITW BuildinlComponents Group In shall not be responsible for any deviation from this drawjn any failure to build the truss in conformance with ANSI PI 1, or for handlirtI s ippinq, installation and bracing of trussesA Seal on this dr wing or cover page , , 2400 Lake Orange Dr. listing this drawin indicates acceptance of pro) engineering responsibilittyy solely for the desi n shown. The suitability Suite Lake and use of this gnawing for any structure is fhe responsibility of the Building Desigrfer per ANSI/TPI 1 S%c.2.150 For more information see this job's general notes page and these web sites ALPINE. wwwalpineitw. com, TPI. www. tpinst. org, SBCA. www. sbondustry. com. ICC. wwwiccsafe. orL_ Orlando FL, 32837 Job Number: N333522 '.... Ply. 1 '..... SEON: 1645 / T73 / SY42 ',. Cust: R R8975 ,!Ref. i W9M89750143 FLORIDA TEEN BUILDERS Oty 1 FROM HMT DrwNo 086 18,1218,36284 Truss Label: FTiOG KD / WHK 03/27/2018 Loading Criteria (psf) TCLL 40.00 TCDL: 10.00 BCLL: 0.00 BCDL 5.00 Des Ld 55.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std: NA Speed NA mph Enclosure NA Category: NA EXP: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist. NA CSC Dist a: NA ft 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 "I 3B" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Dur Fac =1 00 / Plate Dur.Fac.=1.00) TC: From 4 plf at 0.00 to 4 plf at 4.00 BC: From 10 plf at 0.00 to 10 plf at 4.00 TC: 804 lb Conc. Load at 0 15. 0.34. 2 15 Additional Notes Truss must be installed as shown with lop chord up 178 2W7 Tl1"15 178 8'15 178 1'3"12 3" V3^12 . T11"15 — Snow Criteria (Pg.Pf in PSF) 1 Defl/CSI Criteria 1 Maximum Reactions (Ibs) Pg. NA CL NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W Pf: NA Ce NA VERT(LL): 0.023 C 999 360 1 H 2O08 ! - I - I - 1 - l 4 0 Lu: NA Cs NA VERT(TL): 0.042 C 999 240 E 505 / - / - / - / - / - Snow Duration: NA HORZ(LL): -0.009 D H Min Brg Width Req = 1.5 i HORZ(TL): 0.013 D E Min Brg Width Req = - Code if Misc Criteria I Creep Factor: 2.0 Bearing H is a rigid surface Bldg Code: FBC 6th ed 2017 Max TC CSI: 0.860 TPI Std 2014 Max BC CSI: 0.319 Members not listed have forces less than 375# Rep Factors Used: Yes I Max Web CSI: 0.384 j Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. FT/RT:12 0 /10 0OO Plate Type(s): A- B 0 -416 C- D 0 -415 WAVE r VIEW Ver: 17.02.01A.1 1 15.21 B - C 0 -438 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp G-F 438 0 GE S 0 r to t SAT Q COA #o' wSr, NA w10o` 03/ 27/2018 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp Webs Tens. Comp A- H 0 -2011 C -F 0 -475 A- G 692 0 F- D 597 0 G- B 0- 450 D- E 0 - 468 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, handlingg shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) fbr safely practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attach . rigid ceiling Locations shown for permanent lateral restraint f webs shall have bracm9 installed per BCSI sections B3, B7 or 10 as applicable. Apply plates to each face or truss and position as shown above and on the Join Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions Alpine. a division of ITW Buildinq Components Grout) Inc. shall not be responsible for any deviation_ from.this drawing,any failure to build the 1 or cover pagge n. The suiPability ALPINE ss In conformance with ANN/ I NI 1, or for nanglmg, snlppin?, Instaiiatic ling this drawing indicates acceptance of pro essiona en sneer IIIuse of this drawing for any structure is the responsibilRof th, more information see this job's general notes page and these web sites. ALPINE- www TPI www 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 Gable Stud Reinforcement Detail ASCE 7-10: 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Oro 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Oro 140 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1,00 Oro 120 mph Wind Soeed. 15' Mean Heloht. Partially Enclosed. Exposure D. Kzt = 1.00 S 2"Brace Gable Vertical Spacing Species Grade No Braces 1) lx4 'L' Brace - 1) 2x4 'L' Brace a 2) 2x4 'L' Brace 1) 2x6 'L' Brace - 2) 2x6 'L' Brace Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B 1 / #2 3' 10' 6' 7' 6' 10, 7' 9' 8' 1' 9' 3' 9' 7' 12' 2' 12' 8' 14' 0' 14' 0' o S P r H P 3 3' 8' 5' 9' 6' 2' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' Stud 3' S. 5' 9' 6' 1' 7' 8' 7' 11' 9' V 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' Standard 1 3' 8' 4' 11' 5' 3' 6' 7' 7' V 8' 11' 9' 6' 10' 4' Ill 1' 14' 0' 14' 0' 1 4' 0' 6' e' 6' 11' 7' 10' 8' 2' 9' 4' 9' 8' 12' 4' 12' 9' 14' 0' 14' 0' J S P 2 3' 10, 6' 7' 6' 10, 7' 9' 8' 1' 9' 3' 9' 7' 12' 2' 12' 8' 14' 0' 14' 0' 3 3' 9' 5' 3' 5' 7' 6' Ill 7' 5' 9' 2' 9' 7' 10, ill 1i' 8' 14' 0' 14' 0' d cu F Stud 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' 10, ill 11' 8' 14' 0' 14' 0' Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' 8' 11' 9' e' 10' 4' 13, 1' 14' 0' U 1 / #2 4' 5' 7' 6' 7' 9' 8' 10' 9' 3' 10' 7' 11' 0' 13, Ill 14' 0' 14' 0' 14' 0' S P P 3 4' 2' 7' V 7' 9' 8' 9' 9' 1' 10' 5' 10, 10, 13, 9' 14' 0' 14' 0' 14' 0' U u P Stud 4' 2' 7' V 7' 6' 8' 9' 9' 1' 10, 5' 10, 10, 13' 9' 14' 0' 14' 0' 14' 0' O HI Standard 4' 2' 6' 1' 6' 5' 8' 1' 8' 8' 10' 5' 10, 10, 12' 8' 13' 7' 14' 0' 14' 0' 1 4 7' 7 7' 7' 11' 9' 0' 9' 4' 10, 8' 11' 1' 14' 0' 14' 0' 14' 0' 14' 0' S P 2 4' 5' 7' 6' 7' 9' 8' 10, 9' 3' 10' 7' 11' 0' 13' 11' 14' 0' 14' 0' 14' 0' D P L 3 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' 10, 6' ID, 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' 8' 0' 10, 2' 10, 10, ill 10, 12' 7' 14' 0' 14' 0' S P F 1 / #2 4' 10' 8' 3' 8' 7' 9' 9' 10' 2' 10' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' 3 4' 7' 8' 2' 8' 5' 9' 8' 10, 0' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' U O 1H P Stud 4' 7' 8' 2' 8' 5' 9' 8' 10, 0' i1' 6' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 7' 7' 0' 7' 5' 9' 4' 10, 0' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' D' X 1 5' V 8' 5' 8' 8' 9' 11' 10' 3' 11' 9' 12' 3' 14' 0' 14' 0' 14' 0' 14' 0' d S P 2 4' 10' 8' 3' 8' 7' 9' 9' 10' 2' 11' 7' 12' V 14' 0' 14' 0' 14' 0' 14' 0' 3 4' 9' 7' 4' 7' 10' 1 9' 8' 10' V 11' 7' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' D P L Stud 4' 9' 7' 4' 7' 10' 9' 8' 10' 1' 11' 7' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 1 4' 7' 6' 6' 6' 11' 1 8' 8' 9' 3' 11' 6' 1 12' 0' 1 13' 7' 14' 0' 14' 0' 14' 0' Bracing Group Species and Grades: Group A: S nice -Pine -Fir Hem -Flo - MI / #2 Standard #2 1 Stud 3 1 to 1 1 #3 IStandard Dou Las Fir -Larch Southern Pines- 3 #3 Stud Stud Standard Standard Group B; Hem -Fir 1 6 Btr 1 Dou las Fir -Larch Southern Pinesmm 1 #1 2 1N2 1x4 Braces shall be SRB (Stress -Rated Board). For Ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards, Group B values may be used with these grades. Gable Truss Detail Notes: Wind Load deflection criterion Is L/240. Provide uplift connections for 75 plf over continuous bearing (5 psf TC Dead Load). Gable end supports toad from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. aymmAbout' Attach 'L' braces with 10d (0.128'a3.0' min) nails. 3# For (1) 'L' brace, space malls at 2' o.c. able Truss In 19' end zones and 4' o.c. between zones. 2) 'L' braces, space mans at 3' o.c. Diagonal brace option, T InIn 18' end zones and 6' o.c. between zones. vertical length may be doubled when diagonal 18' L' bracing must be a minimum of 80% of web brace Is used. Connect I I member length. diagonal brace for 600# Gable Vertical Plate Sizesateachend. Max web Brace total length Is 14'. 31f 31E Vertical Len th No Splice 2x6 DF-L #2 or I Less than 4. 0' 2x3 better diagonal TI I} Greater than 4' 0', but 3%4 Vertical length shorn j brace' single 8, 31( sf llifi flhf less than 11' 6' Greater than "' 6' 4x4 In table above. or double cut 1^ / 445' as shown) at L 1 l, t Refer to common truss design for upper end. peak, splice, and heel plates. G, Connect diagonal W.. Refer to the Building Designer for conditions at midpoint of vertical web. Refer to chart bale •for pax nb ve ti ep` th. not addressed by this detail. wURNM T READ AND F0110W ALL h T DTl Thal BRAWDxlmsDarANTaFIIBQflf7hpSBRAWUIGroALLCOIIiRAC70RsH1Cltm[NG 7HE BIST e O 8 REF ASCE7-10-GAB16015 Trusses require extrwwe care In fabricatkV, hww"V, shyprp, hstalWp and bndnp. Ref- to .4 DATE 10/01/14fail.. the latest edition of BCSI (BWsnp e.mpanent Safety Information, by Tin and SBC4) ft* practices prior to perforoft these functions insta0ers shalt provW tenporaryy bradrq . s unless rated otherwk-, top Card shall have properly attached structural sheathiq and Cyrd shall have . properly att..h d ripld celing Locations shown for perwa= lateral of of DRWG A16015ENC101014 shop have bracbp Installed per BtSI sections 93, 97 or 8/0, as applicable. Apply plates to f Q 11 1 UJ of truss utl position as shown above and on the Joht betels, unless noted oil -A. e. ,s / s i' Refer to drawings I60A-z for standard plate p.%Vd . e oiz- Alpine, a dMsbn of ITW Buldeq Caeponents Group Inc shah not be ntponsso4 for an devil f'+ iR '' a ~ AN ( this d-W V, any failure to bull the truss in confornance with, ANSI/TPI L or for herd ine, talatw„ a of tosses 1 we ew MAX. TOT, LD. 60 PSF A seal m dnthisiilporcoverPapeNstipthisdn.brp. Indicates aceepLnce of proftsslaal r , 4 13723\ Riverpod\ Dave enpYaerb' g responsibli% solely far the deslpn shosn = s/tablity r use of this A^asbpfarhethr13aswineDedprrrA1K1/TPI I SectSwfe\ 200 any struchre respo slty of per For 4*1' MAX, SPACING 24.0' Mayiand\Height.\MO\63043 non Wormatbn see this Job's 9e 4 rotes page and these web saes TPI, SBCA, ICGALPDE, wwwalphslt..cani www.tpinstar w.w.sbdndustry.orgi w.wAccsnf..org 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 Or- 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Or- 120 moh Wind Soeed. 30' Mean Heleht. Partially Enclosed. Exoosure D. Kzt = 1.00 S 2x4 Brace Gable Vertical Spacing Species Grade No Braces 1) lx4 'L' Brace * 1) 2x4 'L' Brace 10 2) 2x4 'L' Brace 1) 2x6 'L' Brace 2) 2x6 'L' Brace NA Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B U S rn rf 1 / #2 3' 8' 6' 3' 6' 6' 7' S' 7' 8' B' 9' 9' 2' 11' 7' 12' 0' 13' 9' 14' 0' 3 3' 6' 5' 5' 5' 9' 7' 2' 7' 7' 8' 8' 9' 1' il' 3' 11' 11' 13' 7' 14' 0' F Stud 3' 6' 5' 4' 5' 8' 7' 2' 7' 7' 8' 8' 9' 1' 11' 2' ll' 11' 13' 7' 14' 0' p H Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' 8' 11' 9' 8' 10' 4' 13' V 14' 0' 1 3' 10' 6' 4' 6' 7' 7' 6' 7' 9' 8' 11' 9' 3' 11' 9' 12' 2' 13' 11' 14' 0' J S P 2 3' 8' 6' 1' 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' 11' 7' 12' D' 13, 9' 14' 0' 3 3' 7' 4' 10' 5' 2' 6' 5' 6' Ill B' 9' 9' 1' 10, 1' 10, 10, 13' 8' 14' 0' d of IDfrL Stud 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' 8' 9' 9' 1' 10, 1' 10, 10, 13, 8' 14' 0' Standard 3' 3' 4' 3' 4' 7' 5' 8' 6' 1' 7' 9' 8' 3' 8' 11' 9' 7' 12, 2' 13, 0' U P U S P r u r 1 / #2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' 10, 1' 10' 6' 13' 3' 13' 9' 14' 0' 14' 0' 3 4' 0' 6' 7' 7' 5' 8' 4' 8' 8' 9' 11' 10' 4' 13' V 13' 7' 14' 0' 14' D' Stud 4' 0' 6' 7' 7' 0' 8' 4' 8' 8' 9' 11' 10' 4' 13, 1' 13' 7' 14' 0' 14' 0' O rl r Standard 4' 0' 5' 8' 6' 0' 7' 6' 8' 0' 9' 11' 10' 4' Il' 10' 12' 8' 14' 0' 14' 0' 1 4' 5' 7' 3' 7' 6' 8' 7' 8' 11' 10, 2' 10' 7' 13' 5' 13, 11' 14' 0' 14' 0' S P 2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' 10, 1' 10' 6' 13, 3' 13' 9' 14' 0' 14' 0' Q1 D P L 3 4' V 5' 11' 6' 4' 7' 11' 8' 5' 10' 0' 10' 5' 12' 5' 13' 3' 14' 0' 14' 0' Stud 4' 1' 5' 11' 6' 4' 7' 11' 8' 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' 11' 9' 14' 0' 14' 0' 1 / #2 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' 10, 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' d S P rr 3 1 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' 10' it, 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' L U LJP Stud 4' 5' 7' 7' 8' V 9' 2' 9' 6' 10, 11' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' H I Standard 4' 5' 6' 6' 6' 11' 8' 8' 9' 3' 10, 11' 11' 5' 13' 7' 14' 0' 14' 0' 14' 0' X 1 4' 10' 8' 0' 8' 3' 9' 5' 9' 9' I1' 2' 11' 8' 14' 0' 14' 0' 14' 0' 14' 0' d 0-1 S P 2 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' ill 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' 3 4' 6' 6' 10' 7' 3' 9' V 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' rDr L Stud 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 5' 6' V 6' S' 8' 1' 8' 7' 10' II' 11' 5' 12' 8' 13' 7' 14' 0' 14' 0' bynm About) able Truss Diagonal brace option, T vertical length may be I doubled when diagonal 18' )K brace Is used. Connect L diagonal brace for 690# at each end. Max web Brace total length Is 14'. i 31E31E 2x6 DF-L #2 or better dagonal 1T t Vertical length shown j brace) single 8, ME In tnble above. 45' or double cut as shown) at upper end UConnectdlagonarat midpoint of vertical web. Refer to chart wNWMNDQw READ NO FOLLOW ALL MDTES ON THIES DRAVOIO = ws}TpOITANTa FMdSH THIS DRAVM TO ALL CONTRACTORS DICLUMING THE DISTAUXIM_2 Trusses require extreme care In fabricating, handbg, shipping, Installing amd bradrg. Rif `ti fellow the latest ration of HCSI UkAda Component Safety Inforhatlon, by TPI and SDCA) f practices prior to perforNrg these functions. lmstaaers shall provide temporary Iradnp D Ikdess noted otherwise, top chord shall have property attached structural sheathing and bo shall have a property attached rlpl0 ceiling. Locations sho.. for permanent lateral restraint i FFfTl1'TTI11t II dell have bracig Installed per HCSI sections 33, 97 or BID, as applkable. Apply plates to to a Q I of truss and position as shover above and on the Joint Deteas, wit" noted otherwise. II F— Refer to dr a hgs 16OA-Z for santdard plot. p—Mans. AN II:NCOMPr1NY Alpine, a division of ITV Buldrg Components Group Inc. shall not be responsRW for any deviot$ ads dra.ing any faaw to lxdid the truss In conformance with Mat/TPI 1, or for handling, sh" talmtton L br"we of truss.:. A seat on this drawing or cover page Usti g this d- I g, Indicates acceptance of professional r. 13723% Riverpon\ Drive resporsbBlty solely for the design shown The svltald#ty and use of this drawing Suile\ 200 for any structure b the reaponsbUty o1 tfir Bridnp DeslOer par ANSI/TPI 1 S--Z t MarylaMl Heights MO\ 63043 For nor. Information see this Jab'. general notes page and these web site. ALPINE .—Ipmelt.4onj TPb wwe.tpinstarg) SHCA, wse.sbchJustry-V IM ...Jccsafe U IRITI " laTrr .ts! S Afi 0 e wwetr le jlNiL Bracing Group Species and Grades, Group A: S ruce-Pine-Fir Hen -Fir 1 / 02 Stnndnrd #2 Stud 3 Stud #3 Stnndnrd Dose tas Flr-larch Southern Plnews 3 #3 Stud Stud Stnndnrd Standard Group B: Hem -Fir 1 t. Btr 1 Dou (as Fir -Larch Southern Plriewow 1 %1 2 %2 lx4 Braces shall be SRB (Stress -Rated Board). For lx4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these grades. Gable Truss Detail Notes: Wind Load deflection criterion Is L/240. Provide uplift connections for 135 plf over continuous bearing (5 psf TC Dead Load). Gable end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with 10d (0.128'x3.0' min) nails. NE For (1) 'L' brace- space nulls at 2' o.c. In 18' end zones and 4' o.c, between zones. War (2) 'L' braces, space nails at 3' o.c. In 18' end zones and 6' o.c. between zones. L' bracing must be a minimum of 90% of web member length. Gable Vertical Plate Sizes Vertical Len th No Slice Less than 4' 0' 2X4 Greater than 4' 0', but 4X4 less than 12' 0' Refer to cannon truss design for peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detail. REF ASCE7-10-GAB16030 DATE 10/01/14 DRWG A16030ENC101014 MAX. TOT. LD. 60 PSF MAX. SPACING 24.0' Gable Stud Reinforcement Detail ASCE 7-10: 180 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or- 160 mph Wlnd Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or- 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Or- 140 mph Wind Speed. 15' Mean Helaht. Partially Enclosed. Exoosure D. Kzt = 1.00 2x4 Brace Gable Vertical pacing Species Grade No Braces 1) tx4 'L' Brace 1) 2x4 'L' Brace . 2) 2x4 'L' Brace 1) 2x6 'L' Brace 2) 2x6 'L' Brace As Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B p 1 / #2 3' 6' 6' 0' 6' 3' 7' 1' 7' 4' 8' 5' 8' 9' 11' 1' 11' 7' 13' 3' 13, 9' U S fF 3 3' 4' 5' V 5' 5' 6' 9' 7' 3' 8' 4' 8' 8' 10' 7' 11' 4' 13' 1' 13' 7' U t Stud 3' 4' 5' 0' 5' 4' 6' 9' 7' 2' 8' 4' 8' 8' 10, 6' 11' 3' 13' 1' 13' 7' H Standard 3' 4' 4' 4' 4' 7' 5' 9' 6' 2' 7' 10' 8' 5' 9' 1' 9' 8' 12' 4' 13' 2' 1 3' 8' 6' 1' 6' 4' 7' 2' 7' 5' 8' 6' B' 10, 11' 3' 11' 8' 13' 4' 13, 11' S P 2 3' 6' 5' 9' 6' 2' 7' 1' 7' 4' 8' 5' B' 9' Ill 1' 11' 7' 13' 3' 13, 9' 3 3' 5' 4' 7' 4' 10' 6' 1' 6' 6' 8' 2' 8' 9' 9' 6' 10' 2' 12, 11' 13' 8' u D P L Stud 3' 5' 4' 7' 4' 10' 6' 1' 6' 6' 8' 2' e' 9' 9' 6' 10, 2' 12, 11' 13' 8' d Standard 3' 1' 4' 0' 4' 3' 5' 4' 5' 9' 7' 3' 7' 9' 8' 5' 9' 0' 11' 5' 12, 3' U_ r 1 / #2 4' 0' 6' 10' 7' 2' 8' 1' 8' 5' 9' 8' 10, 1' 12, 9' 13' 3' 14' 0' 14' 0' S P r 3 3' 10, 6' 2' 7' 2' 8' 0' 8' 4' 9' 7' 9' 11' 12' 7' 13' 1' 14' 0' 14' 0' U H F Stud 3' 10' 6' 2' 6' 7' 8' 0' 8' 4' 9' 7' 9' 11' 12' 7' 13' 1' 14' 0' 14' 0' CU O 1 Standard 3' 10, 5' 4' 5' 8' 7' 1' 7' 7' 9' 7' 9' 11' 11' 1' 11' 11' 14' 0' 14' 0' 1 4' 3' 7' 0' 7' 3' 8' 3' 8' 6' 9' 9' 10, 2' 12' 11' 13' 5' 14' 0' 14' 0' S P 2 4' 0' 6' 10, 7' 2' B' 1' 8' 5' 9' 8' 10111 12, 9' 13131 14' 0' 14' 0' 3 3' 11' 5' 7' 5' 11' 7' 5' 7' 11' 9' 7' 10, 0' 11' B' 12' 6' 14' 0' 14' 0' QJ D P L Stud 3' 11' 5' 7' 5' it- 7' 5' 7' 11' 9' 7' 10' 0' 11' B' 12' 6' 14' 0' 14' D' Standard 3' 9' 4' 11' 5' 3' 6' 7' 7' 0' 8' 11' 9' 6' 10' 4' It, 1' 14' 0' 14' 0' 1 / #2 4' 5' 7' 7' 7' 10' 8' It, 9' 3' 9' 8' 11' 1' 14' 0' 14' 0' 14' 0' 14' 0' IJ S P F 3 4' 3' 7' 2' 7' 7' 8' 10, 9' 2' 10' 6' 10, 11' 13, 10, 14' 0' 14' 0' 14' 0' U I PI Stud 4' 3' 7' 1' 7' 7' 8' 10, 9' 2' 10' 6' 10, 11' 13, 10, 14' 0' 14' 0' 14' 0' f 1 Standard 4' 3' 6' 2' 6' 6' 8' 2' 8' 9' 10' 6' 10, ill 12' 10' 13, 9' 14' 0' 14, D' X 1 4' 8' 7' 8' 7' 11' 9' 0' 9' 5' 10, 9' 11' 2' 14' 0' 14' 0' 14' 0' 14' 0' d S P 2 4' 5' 7' 7' 7' 10' 8' 11' 9' 3' 10' 8' 11' 1' 14' 0' 14' 0' 14' 0' 14' 0' 5- 0j.- t 3 4' 4' 6' 5' 6' 10' 8' 7' 9' 12' 10' 7' 11' 0' 13' 5' 14' 0' 14' 0' 14, 0' rDf L Stud 4' 4' 6' 5' 6' 10' 8' 7' 9' 12' 10' 7' 11' 0' 13' 5' 14' 0' 14' 0' 14' 0' Standard 4' 3' 5' 8' 6' 1' 7' 7' 8' V 10' 3' 10' 11' 1 11' It' 12' 9' 14' 0' 14' 0' Nymm About) able Truss Diagonal brace option- T vertical length may be I doubled when diagonal 18, K brace Is used. Connect L I diagonal brace for 775N L' Iateachend. Max web BraCe total length Is 14'. I 31E 31E 2x6 CIF-L N2 or better diagonal IT Vertical length shown bracei single 8, In table above. or double cuts45' as shown) at 1 upper end. W Connect dingona at Y I mkkooint of vertical web. Refer to chart nil( wvABt01(is. BEAD AND FOLLOW ALL IOTM Or TTas DRAWDGI wDPORTAKTw F.W M TKM DRAWOG TO ALL COMIRACTOK 00 - OM THE =TAU_CIM j Trusses req,iv extrrne core In fabrlcating, haniing, shppYp, Installing and bracing. Refei t follow the latest edltlon of BCSI (Bulking Component Safety Information, by TPI and SBCA) f st pr.ctic s prior to prrfwr*V thrse rfunctlons. Installers shall prun4de temporary brocbV IB LW.ss noted oth-wlsr, top chord shop have propMy attached structural sheathing and t a sMll have a properly attached re celinp. Locations shown for permanent lateral restraMFFFTTII Q 11 I LJ 10 19 shall 1,- bracing bnst.aed per SCSI sections B3, 87 or 910, as appUc. . Apply pates to b of truss and position as shown abo- and - the Mrit Detaks, unless noted oth.,id". IL II J Refer to trawbVs 16OA-2 far standard plate positions. AN 1TW0DMIPANY Alpine, . Nvlslcn of ITW Buldhp Components Group Inc. shall not be mesponsble far any devlatli this drowip, any faN re to build the truss In conformance with ANSI/TPI 1, or for herwAbng, ship( statlatbn a brayng of trusset. A seal on this drawing n cover pope Bsting this dra.hp, Indicates acceptance of profrssla al 137231 R"erpnn, Drive responsibility solely for the design Gann The sultabYty end use of this drasbng Suite\ 200 ar any structure is the rem""li p/,lagityoftheBn Dr.lysr Der Atd1/TPI 1 Sec2. Maryland\ Heights.) MO':. 63043 For rare hfornatlen see this Job's general notes page and these web sites: ALPllE, w.e.olpWMt.,con, TP6 w story SBGv wwwsbdmdustry.ory ICO ...xcsaf-irp rR SIA I syw 'wr•,.. per (`1 41Ji /ON AL h. Bracing Group Species and Grades - Group A: S ruce-Pine-Fir Hem -Fir N1 / N2 Standard N2 1 Stud N3 Stud nnN3Stdard Dou las FM -Larch Southern Pine.. 3 N3 Stud Stud Standard Standard Group B: Hem -Fir N1 6 Btr NI Dou Ias Fir -Larch Southern Pines. N1 N1 N2 N2 Ix4 Braces shall be SRB (Stress -Rated Board). s.For Ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards, Group B values may be used with these grades, Gable Truss DetQit Notes: Wind Load deflection criterion Is L/240. Provide uplift connections For 100 plF over continuous bearing (5 psf TC Dead Load). Gable end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with IOd (0.128'x3.0' min) nails. K For (1) 'L' brace: space nails at 2' o.c. In 18' end zones and 4' o.c. between zones. K)JEFor (2) 'L' braces: space naps at 3' o.c. In 18' end zones and 6' o.c. between zones. bracing must be a minimum of BOX of web member length. Gable Vertical Plate Sizes Vertkal Len th No S llce Less than 4' 0' 2%3 Greater than 4' 0', but I 4x4 less than 10' 0' Refer to common truss design for peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detalt. MAX. TOT. LD. 60 PSF AX, SPACING 24.0' REF ASCE7-10-GAB18015 DATE 10/01/14 DRWG A18015ENC101014 A CLR Reini"orcing This detail is to be used when a Continuous Lateral Restraint (CLR) Is specified on a truss design but an alternative web reinforcement method is desired. Notes: This detail Is only applicable for changing the specified CLR shown on single ply sealed designs to T-reinforcement or L-reinforecement or scab reinforcement. Alternative reinforcement specified in chart below may be conservative. For minimum alternative reinforcement, re -run design with appropriate reinforcement type. Web Member Specified CLR Alternative Reinforecement Size Restraint T- or L- Reinf, Scab Reinf. 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 2-2x4OV 2x8 I row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6OK) T-reinforcement, L-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's sealed design. 010 Center scab on wide face of web. Apply (1) scab to each face of web. WARNWli READ AID FRLUV ALL WMS tH THIS ORAVDO OFMTANT— FIRIUSH THIS ORAVDIG TO ALL CQlTRACTOtS DKIAMM THE Trusses requl-e rxtenr core it iabrluth0, handig, shpplrp, Installiq aM br Uow the latrrt rdtlon of DCSI (Hulldip Conponmt SnPrty ]niorrutlan, by TPI a Sat- prior t0 perforNq these f1/I Adoi . Installers slwU provitle teviporar, less noted otherwise, top c1m 1 shall have properly attached structural sheaf all have a properly attached Hod cellln0. Locatloru shown for perm it later Member Substitution T-Reinforcement OY T-Reinf. \ L-Reinforcement; or L-Reinf. Apply to either side of web narrow face. Attach with 10d (0.128'x3:0',min) nails 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 80% of web member length. II shall hour lyd per tibSi src o— OtO, ns Apply plates to tn thO0U^\vll d — of truss nrW posttlon os shovel above and an the .lain Drtals, uNrss rated otherwise. , d P.0 ices J L".—brio Refer to dweigs 16OA-Z for stwulord plete posltloru. Alplrw, n dMslon of ITW Drtdrp Corponmts Gap Inc shell rot be responAgr for any devlattANRWdrawln0myfoilrtobuildthetrussitconforrawithA144I/TPI 1, or for handlirp, sh1pl Instagation L bracb+p of trussrs. A seal an thK drnefnD ar cover papa UsVAg tfss draeiq, bullmtes acceptance of professbnal 1 137231, Riverport\ Drive orespY Ky For W Dn T tY a • of this4"a 0 t \ Suite1200 or any structy is th rrsporrlbOly oP the Dvdrp Deslprr prr ANti/1P1 I Src2 4 \ MarylarMl Heights l MOr. 63043 For mare irfornntlon see this Job's general rotes 9* and these eb sillow ALPIIE • w.slpMelte.conl TPD eer.tpinst-9) SOCAi ewsbcMNastr 1cr, wewlccsefe T- Reinf. L-Reinf. Scab I r w S ' T L PSF REF CLR Subst. TC DL PSF DATE 10/01/14 rill S T ( BC DL PSF DRWG BRCLBSUB1014 BC LL PSF f''' C...,,r,.•` wrr i''• TOT. LD. PSF AL DUR. FAC. i y pIWT** SPACING T' ReinforcingMember Gable Truss Gable Detail For Let -in Verticals Gable Truss Plate Sizes ppropriate Alpine gable detail for e sizes for vertical studs. Engineered truss design for peak, b, and heel plates, vertical plates overlap, use a to that covers the total area of lapped plates to span the web. z, 2* 2X4 2X8 Provide connections for uplift specified on the engineered truss design. Attach each 'T' reinforcing member with End Driven Nallso 10d Common (0,148'x 3,',min) Nails at 4' o.c. plus 4) nalls In the top and bottom chords. Toenalled Nails, 10d Common (0.148'x3',min) Toenails at 4' o.c. plus 4) toenails In the top and bottom chords. This detail to be used with the appropriate Alpine gable detail for ASCE wind load. ASCE 7-05 Gable Detail Drawings A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 ASCE 7-10 Gable Detail Drawings A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014, A18030ENC101014, A20030ENC101014, A20030END101014, A2003OPEDI01014 S11515ENC100815, S12015ENC100815, S14015ENC100815, 9.0815, S18015ENC100815, S20015ENC100815, S20015ENDI 00 E {tbdq S11530ENC100815, S12030ENC100815, S14030E 6030ENC1Q66 S18030ENC100815, S2003OENC100815, S200tA I s 1 1 See appropriate Alpine gable detail for max$i I fFt T' Reinforcement Attachment Detail T' Reinforcing 'T' Reinforcing Member Member Toe -nail - Or - End-nall To convert from 'L' to 'T' reinforcing members, multiply 'T' Increase by length (based on appropriate Alpine gable detail). Maximum allowable 'T' reinforced gable vertical Length Is 14' from top to bottom chord. T' reinforcing member material must match size, specle, and grade of the 'L' reinforcing member. Web Length Increase w/ 'T' Brace Example ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Goble Vertical = 24'o.c. SP #3 T' Reinforcing Member Size = 2x4 T' Brace Increase (From Above) = 307 = 1.30 1) 2x4 'L' Brace Length = 8' 7' Maximum 'T' Reinforced Gable Vertical Length 1.30 x 8' 7' = 11' 2' T' Relnf. Mbr, Size T' Increase 2x4 30 2x6 20 VARNDIGIs- READ AND FOLLOV ALL NOTES a TMIS DRAVIM REF LET -IN V E R TsIMPURTANI'm FI.RlaSH THIS SRAVOIG 70 ALL CQRRACTINIS DICLUDING TW nrsT : Trusses require extreme core In fabricating, handling shlppkg, Installing and brocYp. Refw ar{i - DATE 10 01 14followthelatesteditionofSCSI (Buedhng Component Safety Information, by TPI and SSCA) f snfetr practices prior to ptrforrdng these functions. Installers shall provide bnpowry brncYg SCSL 1 Unless noted otherwise, top chard shalt have property attached stru[wral sheauwg and bo A 01 DRWG GBLLETIN1014 shall have a properly attached gW cellbg. Locations shown for permanent lateral restrain s+ [' LAIRD r77i shall have bracing nstalled per SCSI sections S3, S7 or 1110, as apptkable. Apply plates to ea w * pv d of truss am position ns shown alcove and on the hint lictnlls, uMess rated otherwise. • Refer to draw 0 rYgsl60A-2 for standard plate positions. w••ww • ••www Alpine, a dvlsion of ITV Building Components Group Inc shalt not be responslAt for any devla n .., AN r WCC+MPAW s drowing, any f ure to build the truss In conformance with ANSIVTPI 1, or for handling, shipping, U IY L q`1 y MAX. TOT. LD. 60 PSFstallationtbratoftrusses. i t Y G A seat on this drawYng w cover pilot gsthng this drawing, Indicates acceptance of professwrol ft a' 13723, Rivefpolt'. Drive s.ngwheersg resporutlity solely for the design shown The sWwbllity and use of thk draw w ' f IiM DUR. FAC, ANY Sunte\. 200 for arty strucbre Is the responsbSlty of the Building Deslpner per ANSI/TPI I Sect 'OA l\ MarylanM Heights.'% MO`. 63043 for more Infornation see this Job's general notes page and these web sitesi ! t ALPINE, www.alpineltw.coml TPI, www.tptnst t SSCM www.sbchdus ,Or i ICG wwwlccsafr.org MAX. SPACING 24,0' NAIL REINF RCEMENT FOR PLATE DETAIL This detail may be used when the required number of Nails shall be driven through solid steel at a distance no connector teeth in a truss member exceeds the actual closer that 1 Inch to the joint line. Nails may also be driven number of teeth in the given member. Nails may be driven through the tooth slots, but shall be located at the end of through the connector plate(s) in truss members using the the slot farthest from the joint line. nail type specified below to Increase the lateral resistance of the connector plate(s) having a shortage of required Use a maximum of 2 nails per square inch of plate area. effective teeth. Nail Type Duo -Fast CS157 1.5' x 0.105' Smooth Shank Coil Nail Material Connector Plates Substitution SP, DF-L, HF, SPF Alpine 20-gage Wave 1 Nail replaces 2 teeth SG >= 0.42) Alpine 20-gage H 1 Nail replaces 2 teeth Alpine 18-gage S 1 Nail replaces 2 teeth Nail Type 0.131' x 1.5' Box or Gun Nail Material SP, DF-L, HF, SPF SG >= 0.42) Connector Plates Alpine 20-gage Wave Alpine 20-gage H Alpine 18-gage S Substitution 1 Nail replaces 3 teeth 1 Nail replaces 3 teeth 1 Nail 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 y likkiilFgy/Jf/f{ / 10 H yrr. Typical Joint Configurations. This+e PP Joint Configuration. This Detail Is Applicable nlyy n ` o c e'ctor Plate Has Been Offset No More Than 1/2' FromT Files n Po do rw On The Truss Design Drawing, MVM WQ- READ AND FTILLOW ALL NITIM a THM DRAVDGI . O. REF NAIL REINFORCEMENT21FWTMRaFLOW11TMDRAVINGTOM.L CO/LERS= fRACTIM DCLUJIM TW DWAL• Trusses regrre extreme core in fabricating, handling, sWpkV, tnstati g .MA br.cbg. Ref to .4 fail.. the latest edition of Best (Dutlding Congo eat safety infornntlon, M TPt and SBW f sy t DATE 10/01/14 Pr.cilces prior to perforMq thew functions. Installers shall pmAde terpwary brndrhp L . 1 Unl.ss noted .thereiw, top Chord shall `'are Property attached structural she.tlhbq °"° x DRWG REPPLTNL1014shalllore . properly attached rqW ce#hp. Locations sho.n for Pern°ncnt lateral rest .ef L"' FLT {{ hftU hove bracing Installed per SI sections 93, 17 or 910, as ppw.bie. Apply Plates to ea 0 Q of truss and posltl n as shosn above and on the Joint Details, wwss noted of —vise. Q 0 FE Refer to drn lags 160A-2 for standard plot. positions. i se p. ! Alpine, a lslon of ITV Building Conpts Croup Inc. shall not be responsible for any drvin t a ' RW this dlvonendrosMq, any foBvr to build the truss In confornonce elth ANSI/TPI 1, or far h°rWlep, pee• ram` Inst a bracng of trus—s. •........ A seal on this dra.by or cover pope DsttiO this d—.bp, Instates ..ptance of Professbral f t 1 13723tRrverporttDnvefarany str Isk the respo y of v he w Ad R ne:fpne YA rtP l i s c2 D ''4 r AL 1 SOW 200 Marylandi Heights l M0163043 for pore Information we this Job's gener.l notes page and thew seb sites, /fN:B 16*49, ALPDID s tplMtsconi TPU .es.tptnst.orgt SBCM srs.sbcbdustr I ICO ...Fccsofe.org Gable Stud Reinforcement Detail for Stucco Cladding ASCE 7-10: 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 Sneed. 15' Mean Heloht. Partially Enclosed. Exonsure D. K7t = 1.00 S 2x4 Brace Gable Vertical Spacing I Species Grade No Braces 1) 1x4 'L' Brace 1) 2x4 'L' Brace 2) 2x4 'L' Brace 1) 2x6 'L' Brace 2) 2x6 'L' Brace Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B S P F 1 / #2 3' 4' 5' 9' 5' 11' 6' 9' 7' 0' 8' 1' 8' 5' 10' 7' 11' 0' 12' 8' 13' 2' 3 3' 2' 5' 8' 5' 10' 6' 8' 6' 11' 8' 0' 8' 4' 10' 6' 10' 11' 12' 6' 13' 0' U H r Stud 3' 2' 5' 8' 5' 10' 6' 8' 6' 11' 8' 0' 8' 4' 10' 6' 10' 11' 12' 6' 13' 0' r Standard 3' 2' 4' 11' 5' 3' 6' 7' 6' 11' 8' 0' 8' 4' 10' 4' 10' 11' 12' 6' 13' 0' 1 3' 6' 5' 10' 6' 0' 6' 10' 7' 1' 8' 2' 8' 6' 10' 9' 1 11' 2' 12' 9' 13' 3' J of S P D F L 2 3' 4' 5' 9' 5' 11' 6' 9' 7' 0' 8' 1' 8' 5' 10' 7' 11' 0' 12' 8' 1 13' 2' 3 3' 3' 5' 3' 5' 7' 6' 9' 7' 0' 8' 0' 8' 4' 10' 7' 11' 0' 12 7' Stud 3' 3' 5' 3' 5' 7' 6' 9' 7' 0' 8' 0' 8' 4' 10' 7' 11' 0' 12' 7' 13' 1' Standard 3' 2' 4' 7' 4' I1' 6' 2' 6' 7' 8' 0' 8' 4' 9' 8' 10' 4' 12' 6' 13' 0' U 1 / #2 3' 10' 6' 7' 6' 10' 7' 9' 8' i' 9' 3' 9' 7' 12' 2' 12' 8' 14' 0' 14' 0' S P F 3 3' 8' 6' 6' 6' 10' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' i U H F Stud 3' 8' 6' 6' 6' 8' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' QJ o Standard 3' 8' 6' 1' 6' 5' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' S P i 2 3 Q D F L Stud 7, 7' 4' Standard 7' 7' 4 1 / #2 4' 7' 7' 1' 4' ' 0' d S P F 3 4' 7' 1 1 4' 0' 4' 0' l X U H F Stud 4' 0' 7' 1' g7'7' 8' 5' 9' 10' 0' 10' 5' 13' 2' 13' 9' 14' 0' 14' 0' Standard 4' 0' 7' 0' 8' 5' 8' 9' 10' 0' 10' 5' 13' 2' 13' 9' 14' 0' 14' 0' 1 4' 5' 7' 4' 8' 8' 9' 0' 10' 3' 10' 8' 13' 6' 14' 0' 14' 0' 14' 0' S P 2 4' 3' 7' 3' 8' 6' 8' 10' 10' 2' 10' 7' 13' 5' 13' 11' 14' 0' 14' 0' 3 4' 2' 17' 2' 7' S' 8' 6' 8' 10' 10' 1' 10' 6' 13' 4' 13' 10' 14' 0' 14' 0' D F L Stud 4' 2' 7' 2' 7' S' 8' 6' 8' 10' 10' 1' 10' 6' 13' 4' 13' 10' 14' 0' 14' 0' Standard 40' 16' 6' 6' 11 8' 5' 1 8' 9' 10' 0' 1 10' 5'1 13' 2' 1 13' 9' 14' 0' 14' 0' Bracing Group Species and Grades` Group A S ruce-Pine-Fir Hen -Fir NI / N2 StandardN2 Stud 03 1 Stud 1 1 N3 Standard Do as Flr-torch Southern Plneww N3 N3 Stud Stud Standard Standard Group B: Hen -Fir 01 L Btr NI Doll las Fir -Larch Southern Pine Nl NI N2 N2 ix4 Braces shall be SRB (Stress -Rated Board). wwFor Ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values mn be used with these rndes. Gabte Truss Detail Notes; Wind Load deflection criterion is L/360. Provide uplift connections for 75 plf over continuous bearing ( 5 psf TC Dead Load). Gable end supports load from 4' 0' outtookers with 2' 0' overhang, or 12' plywood overhang. Symn About) Attach ' L' braces with 10d (0.128'x3.0' min) nails. K For ( 1) 'L' brace` space nails at 2' o.c. able Truss In Is' end zones and 4' o.c. between zones. 1N11 or ( 2) 'L' braces` space nails at 3' o.c. n, Diagonal braceoption, T In Is' end zones and 6' o.c. between zones. vertical length any doubled when diagonal 18' N( L' bracing must be a minimum of 807 of web brace Is used Connect 1 member length. diagonal brace for 600N Gable Vertical Plate Sizes at eachendMaxwebBrace1totallength Is 14', 1N 111: Vertical Len tin No S lice 2x6 DF- L N2 or Less than 4' 0' 2X3 i better diagonal r U;; ; Wt(1 Greater than 4' 0', but 3X4 Vertical length shown j brace) single 8, fflf less than SI' b' 4X4 In table above. 45' or double cut 4 Greater than 11' 6' as shown) at Refer to common truss design for upper end. ll ti 11 peak, splice, and heel plotes. o flea : Refer to the Building Designer for conditions Connect dlagono nt midpoint of vertical web. Refer to chart 2jove for rtro>..ln0'ji. not addressed by this detail. wARimla. Run AND FLLLOW ALL NtliEs a THIS DRAWING : REF ASCE7-10-GAB16015 mroRTANTa FiM=H TMs MAW G To ALL CMORWT13RS INCLUBM THE INSTALLOM R Trusses require e.trewe core in fobricatig, handig, shipping, testa)Dm+p and br'•einA R.Farjo jr follow the l.test BCSI (Delldig Component safety lrforvwtbn, by TPI SBCA) for ott4y . DATE 8/3/15 edtlan ofandprocticesprior it perfornhp these f_tlons. lnstaatrs shall Provide tem.—Y bracing per>lCSI. DRWG S16015ENC100815 rd "darab',itoI p °gymweIT LorMs shall hdoht-'t ceA nnfo per—M l-ral shod rive brocsg Installed per I sections 93, 97 or BIG, os oppilcobte. Apply pl.tes to tadf, J Q 11 I U IO III IIJroftruss and positlon as shown above and on the Joint Details, unless rated otise herw. Refer todraebps 16111A-2 for is • ("V AN IiW C1DMMNY stivdard plate positions. Alpine, a division of ITW "c&V Coponents Group Inc shall not be responsble for any dovlaaon fink drn fours to bald the truss In conform wHh ANSI/ TPI 4 or for tiwwinl-t os trusses. "°nd'ng'a^ g' esw..ew S' j' fly' MAX. TOT. LD. 60 PSF A seal — this drawbg or cover page ibtwg tide drawing, indcat— acoeptomcw of profwssldal e J/} t 1. 113723`. Riverport\OnverespaWI111soU(Y for t!r dsstpn seawv The sn/t.Wlty oM uee of this drvsbg For orny h tir resporeWiq of tlme Bmadrg Deslprrr per ANWTPI 1 Sec2 1. M Ott 1)% #IML Suite\ 200 Heights\MO\63043 1uMarytano E v,Job's t MAX. SPACING 24. 0' ALPgAAtpbrItwc i TP,w stog) SBCM www.sIx:*w1ustry.org, IG wini.1—fe.org STRONGBACK BRIDGING RECOMMENDATIONS BUTT STRONGBACK BRIDGING TOGETHER 4' Q• ATTACH SCAB WITH 10d BOX/GUN 4' -0' 2x6 (0.128'x3.0') NAILS IN 2 ROWS AT SCAB 6' D.C. NOTE- IN LIEU OF SPLICING AS SHOWN, LAP STRONGBACK BRIDGING MEMBERS FOR AT LEAST ONE TRUSS SPACING STRONGBACK BRIDGING SPLICE DETAIL NOTE: Details 1 and 2 O 2) 10d COMMON (0.148'x3j0`) OR BOX/GUN (0.128'x3.0') NALS AT TOP AND BOTTOM OF 2" SCAB-ON BLOCK, ATTACH STRONGBACK TO BLOCK W/ (3) 10d COMMON (0.148'x3.0') NAILS OR (4)10d BOX/GUN (0.128'x3.0') ONAILS. are the preferred ATTACH STRONGBACK TO WEB W/ (3) 10d COMMON 0.148'x3') NAILS OR 4) 10d BOX/GUN Z0128'x3.0') NAILS attachment methods O AT EACH END. 1 STRONGBACK BRIDGING PACING REQUIREMENTS to l0' None required D to 20' I row (at center of spW to 2 rows 0 at eadl in 3 rows 0 at each U4 40' roes at W ncpaints) All scab -on blocks shall be a minimum 2x4 stress graded lumber.' All strongback bridging and bracing shall be a minimum 2x6 'stress graded lumber.' Do -The purpose of strongback bridging is to develop load sharing between individual trusses, resulting in an overall increase in the stiffness of the floor system. 2x6 strongback bridging, positioned as shown in details, is recommended at 10' -0' o.c. (max.) The terms 'bridging' and 'bracing' are sometimes mistakenly used interchangeably. 'Bracing' is an important structural requirement of any floor or roof system. Refer to the Truss Design Drawing (TDD) for the bracing requirements for each individual truss component, 'Bridging,' particularly 'strongback bridging' is a recommendation for a truss system to help control vibration. In addition to aiding in the distribution of point loads between adjacent truss, strongback bridging serves to reduce bounce' or residual vibration resulting from moving point loads, such as footsteps. The performance of all floor systems are enhanced by the installation of strongback bridging and therefore is strongly recommended by Alpine. For additional information regarding strongback bridging, refer to BCSI (Building Component Safety Information). jToS ....wed. STRONGBACK BRIDGING ATTACHMENT ALTERNATIVES.$'' e•' :, onwAftaliGa Rena A110 ftLLOW AL.L 113= ON TICS BRAv9Xi + = TC LL PSF REF STRONGBACKDVMWtsiIBMISHTMSBRAV96TOALLCOMIMMIRSMUMDM71£ H6TALLER +o. Trusses reQuh'e ewirenr cower h fabrkathhp, hondehp, shipping..hsMll+p and bracYV, Refo- to W 1 halo. the latest edition of DMI ®wld+hg Component Safety Lhfornatlon, by TPI and SBGV fet ` • C DL PSF DATE 10/01/14 Popwctices prlor to performinp these fh•hcttons. Installers ,hail provide temporary =r=.' s''SL 4 Unless noted otherelse, top chord SMU hove property attached structural shoat" and ton ` . BC DL PSF DRWG STRBRIBR1014shallhaveapropertyattached2rcesYhpLocationsshownforprrnanentlateralrofsebl[ I stall have brodng installed per IICSI sections B3, B7 or BID, as appUcobte. Apply plot., to f co of truss and position as shoen above and on the .Joint Details,vdessnoted otherslse. ` Z . ` i ,Q7 2 BC LL PSF 11 Refer to draWps IWA-Z for standard plate positions. [ Alpine, dvision of ITV Buadng Components Croup Inc. shaiI not be esponswe for any drvie TOT. LDS PSF114Ii1A/COMMNY this dra.Np, any faahev to bead the truss In confomonce alth ANSI/TPI L or for h.:24, ++ owe installation a braWp of trusses. *.a.. w*+• e 1 A seal an this awrhp or cover pope ustip this drosYip, Ydhates occeptanoe of prof""on" 1 V t3723t Riverpom Dove Y year the aestyh slho.m. TT. ,,dta1 and hsa 01 this sa.Np 'f] > R+ DUR FAC. 1.00 l l SuiW 200 far any structure Is the refpo om y of tie Bhwsip Be,lpar per Aa6I/TPI 1 sect. 4J 7 i% [[+* M.,yi-dl Heghts,\ MO% 63043 roe nor* Information seethis Job's general notes page and the se .eb sltesh J{ tNlt Mt' SPACINGALPIICh .r.ainlnoltecewh TPI, ...teln.Lerei Mar4 .w..ebeand.tr.,_era, frr....Jrr.ef.n .., Valley Detail - ASCE 7-10: 160 Mph, 30' Mean Height, Enclosed, Exp, C, Kzt=1,00 Top Chord 2x4 SP #2N, SPF #1/#2, DF-L #2 or better, Bot Chord 2x4 SP #2N or SPF #1/#2 or better, Webs 2x4 SP #3, SPF #1/#2, DF-L #2 or better. 1O Attach each valley to every supporting truss with+ 2) 16d box (0.135' x 3.5') nails toe -nailed for ASCE 7-10 160 mph. 30' Mean Height, Enclosed Building, Exp. C, Wind TC DL=5 psf, Kzt = 1.00 Or ASCE 7-10 140 mph. 30' Mean Height, Enclosed Building, Exp. D, Wind TC DL=5 psf, Kzt = 1.00 Bottom chord may be square or pitched cut as shown. Valleys short enough to be cut as solid triangular members from a single 2x6, or larger as required, shall be permitted in lieu of fabricating from separate 2x4 members, All plates shown are ITW BCG Wave Plates. 3X4 12 12 Max 2X4 . X4 8-0-0 max =I 4X4 20-0-0 <++> Supporting trusses at 24' O.C. maximum spacing. Unless specified otherwise on engineer's sealed design, for vertical valley webs taller than 7-9' apply 2x4 'T' reinforcement, 80% length of web, same species and grade or better, attached with 10d box 0.128' x 3.0') nails at 6' o.c. In lieu of 'T' reinforcement, 2x4 Continuous Lateral Restraint applied at mid -length of web is permitted with diagonal bracing as shown in DRWG BRCLBANC1014. Top chord of truss beneath valley set must be braced with: properly attached, rated sheathing applied prior to valley truss installation. Or Purlins at 24' o,c. or as otherwise specified on engineer's sealed design Or By valley trusses used in lieu of purlin spacing as specified on Engineer's sealed design. Ix Note that the purlin spacing for bracing the top chord of the truss beneath the valley is measured along the slope of the top chord. Larger spans may be built as long as the vertical height does not exceed 14'-0'. Pitched Cut Bottom Chord Valley Valle Spacing oe-nai(ed 2X4 Square Cut Stubbed Valley Bottom Chord End Detail Valley 1• u Optional Hip Joint Detail Partial Framing Plan 1/AR1 O— KAI) NM FIXIAN ALL NOM ON TICS MAVM 4, 'U l ' T 30 30 40PSF REF VALLEY DETAILTANfeeFMMTIMSRAVMMALLCOWntMRSncum1% TIC VWAl n M Trusses requMr extreme care In fabdcatina, h—M.C, shippkV, Inst ift and br—Wo Refer to folloe the latest edition of SCSI Cl"dN Component Safety Information, by TPI and ssw for eaf y . ; DL 20 15 7 PSF DATE 10/01/2014 praattno odor to wise, top tress all have Installerst shoo provide tenpa+'ar brocYp per xs B DL 10 10 10 PSF DRWG VAL160101014 YY • r llMrss rated otherwise, tap chord shall have properly attached structural sheaMInp and bottom d shall haw n properly attached dpld c*Kiro locatlons shown for perrwlent lateral rsstraInt of s f S Qsmt, Ywve bracft Installed per SCSI sections S3, S7 or BID, as uppilcable. Apply pats to each f.IA6 of truss and positron as shown above and on the .went oetolls, unless noted otherwise. ieLL 0 0 0 PSF U Refer to A-aelnps 1604-2 for standard plate Posttbn:. ,e ^t;. AN iTWODAAPMdiY this dAlphr eahp fie row theComponents1—ffarGroup L"anr:'allnot thAMSSI/I1.responsiblena°au,a vsnipp,of a .n *•' 1 .1 T. LD. 60 55 57PSF stuunthon Il brncft of trusses. \" A seat on this tra.hp or i the Ik lap wz1O'^,a , ineSmtes °a tlsp'so.Ke d es:tvlal " +1 DUR.FAC.1.25i1.33 1.15 1.15 y s1pr r N 1 11I37235R—pol, Dnve v, " sombre tM rtspms--y of She per, A16IrIP1 I Sect. wetp ' Yyr • e r j N I Suile'. 200 for more info tlon see this Job's general notes page and these web sites, r•fNFNlTIlFT4M i„1hIK FA. ylend\ H.,gWrI MOI 63043 ALPME, ....ulpinelte.com, TPS ....tpinst.org, SKA, www.sbd d wtry.org, IM e..lc—fe. SPACING 24.0' s I VALLEY FRAMING & BRACING DETAIL I R BC 2 01 Lumber Size and Grade Minumum Requirements TRUSS TRUSS UNDER VALLEY FRAMING VALLEY RAFTER OR RIDGE CRIPPLE ripples 4'-0" for 30 psf (TL) and 20 psf (TD) Max. ce the crippes for each row starting from the valleys or sleepers working inward to the ridge board so that cripple locations are gored between rows. ITYp) Innection Requirement Notes 2x6 rafters to ridge 4 16d toe -nails Cripple to ridge 4 16d toe -nails Cripple to rafter 4 16d toe -nails e) 816d face -nails Rafter to steeper or blocking 5 16d toe -nails Rafter to two 2x6 sleepers 4 16d toe -nails Sleeper to truss 416d toe -nails Two 2x6 sleepers to truss 3 16d toe -nails each sleeper & truss Ridge board to roof block 416d toe -nails Ridge board to truss 4 16d toe -nails Purlin to (Typ) 3 16d toe -nails Truss to blocking 416d toe -nails Truss to cripple 416d toe -nails Truss to cripple 416d toe -nails rrin t. to m,rlin 3 16d tnp-nails ar oa v.1. ,-. ....... ,...........y ..r,,......, NOT REQUIRED IF SLEEPERS ARE USED) 13. Collar beam to rafter 4 16d toenails GENERAL NOTES CRIPPLE, BRACING, & BLOCKING NOTES NOTE: 16d(0.162"x3.5")COMMON NAILS Purlins required 2'-0" O.C. in absence of plywood sheathing. .2x4 continuous lateral restraint (CLR) min. is required for cripples V.0" to 10'-0" Ion Trusses without sheathing applied must be evaluated accordingly. nailed w/ 2 -10d (0.148"x3") nails. Or 2x4 —r or scab reinforcement nailed to flat edge Purlins should overlap sheathing one truss spacing minimum. of cripple with 10d J0.128"x3.0") nails at 6" o.c. "r or scab must be 90% of cripple length. In cases that this is impractical, overlap sheathing a minimum Cripples over 10'-0 long requre two CLR's or both faces wl "T" or scab. Use stress of 6", and nail upwards through sheathing into purlin with a graded lumber & box or common nails. minimum of 8-8d (0.131"x2.5") common wire nails. ,Narrow edge of cripple can face ridge or rafter, Effects of not providing sheathing below a valley set as long as the proper number of nails are must be evaluated by the building designer, installed into ridge board This drawing applies to valleys with the following conditions: -Install blocking under rafter if sleepers are not used. Spans (distance between heels) 40'•0" or less -Install blocking under cripples if cripples fall between Maximum valley height: 1 hoot lower truss top chords and lateral bracing is not used. Maximum moan roof height: 30 fee[ -Apply all nailing in accordance to current NOS requir i Nails are common wire nails unless noted otherwise M t ASCE 7-05, 140 mph, Enclosed, Cat 11, Exp B,1=1.0, Kzt=1.0 s Or A Maximum of ASCE 7.10, 180 mph, Enclosed, Exp D, Kzt=1.0 Mw"sa•* / Ss' GENS*•• • I WAFJ4N3-• READ AND FOLLOW ALL HUMS ON TWS MAvaatit rev. r vvv . KD4-0rTANT— FISMSN TM urAvex: M ALL CONTRACTORS INCLUMC M DttT•, e9CT ; • Trusses ngJ-...lane cart h robrKut lh, s •} * • foNw the latest edition of SCSI UkA ' r'• SA ty Wo Metal end br W S R.fo cQM1depCnnporvntSafetyallprntbn, by TPI and & f C eye proetices to perforMip this. furvon. Instauers shoo W'ovlde trMa'arY bracLq veG Bes4 • Wess rated otlr lse, top crud shell have properly attached st, ct -al .h.athlo . W boW. ehh; STATE OFsha11haveApropertyattarwdNydcNYq. Locations shoes fm perronent lateral mstrslnt shall Invr troche Mtolled per SI ectk"wWon the 17 or BIe, as ppU.WA.. Apply Plates to to /, / d of truss and iros 1 n -Z shoes above plateon fos .Joint Deto4, un4ss noted otMreW. i ( •..^ A . R.f.r to di-aehps 160A-Z far standard plate posftb,w. iy ••• C OR 10R'O `_• x- AlpYw, a amoon of ITV &.ldhp Components Crop Inc shall not be respond" for any devNtbr vj ••. • e 1 $ AN ft1A/ Ny this d,verq, any folure to bold tus hetrussh corNon•n rcewith ANSVTPI 1, w for hu.Aft, shpptq, •r'e•Ma ` (! hstollatwn t brodnD of trusses. tru% A weal 0, Nis.droe.p W cover page Ncthp Nds dMehp, examtes acceptance of profrsstorwl ` July rnp. w.rtro rnpurt UtY solely for the destpn allows Tn. Wtohslty and use of Nis drasMe J389 Laiefranl Drrye for < r,y strtctvw K t3r r.sponsbltty of tie bAdbV Dea7Orr par A16I/TTI l s—p- EaM Cty. MO 630s5 far sore eKornatlon see this Job's eerxr'ol notes pope and chest etD slt.s, ALPM ere 4*wlt..cery TPI, es•.tphsto U SBCM ee..sbcWm us"r a, EM ee.Jccsafeero A) I(B) (e• TC I.t, 201300 40 54 REF VALLEY FRAMING TC DL 10 20 7 7 DATE 10/01/14 BC DL 0 0 0 0 DRWG V_ACNV3801015 BC LI, 0 0 0 0 TOT LD.301 50 47 61 DUR FAC. 1.25/1 15 SPACING SEE ABOVE 15-8' 14'-4' NOTE: DO NOT CUT OR ALTER TRUSSES WITHOUT CONSENT OF THIS OFFICE. BACK CHARGES WILL NOT BE ACCEPTED WITHOUT PRIOR WRITTEN APPROVAL BY OUR SERVICE DEPARTMENT AT CARPENTER CONTRACTORS OF AMERICA,INC. 877-293-9487 THIS IS A TRUSS PLACEMENT PLAN. ITS INTENDED TO AID IN THE INSTALLATION OF TRUSSES. ENGINEERED TRUSS DRAWINGS AND TILE ROOF 1 sAANFOR 1 8 - 1 9 1 7 HANGER CHAR dA= HUS 26 (SIMPSON) JL = THA 422 <SINPSON) j0 OR D ON A.F.F. REFER TO Et PACK FOR CONNECTION. TYPICAL 7' SETBACK CORNERSET LABELING AND SPACING 1...a EM We4 ATTENTION! art err aas x.m a Tess sal be set this DAP If 0.a teal Tess Is " empb, yar am; aT rot mt0. kw5t O•..Ie awety sets II m 841s a} Total Truss Quantity = 189. 01 General Notes 1) M P-W a..e bt..., ed V.— ar ad b b. 2) bs.s i M9— 6. b. 0 ie. tp Si.pa. HIA16 a.l dr.ir l.t 8) M 0— ysiy 's 2e 0,c Wu aura. d.L 4) Pb 1,— Psd. 6.d1h 85-M .eca. *h . P+a 1-4" *,.M b. Pfos .1a eabwa q..i - 15' O.C. — 0. qm b b. ty.d.0 d . a..i_ d 2T b.b_.sd X-&m e.atysd Or W-11.a AL ROOF LOADING SCHEDULE TCLL = 20 PSF TCDL = 17 PSF BCLL • PSF BCDL = 10 PSF TOTAL 47 PSF DURATION = 1.25 x WIND SPO/TYPE- 150 bIPH ENCLOSED BLDG EXPOSURE = C USAGE = RESWENT1AL CAT D WINO IMPORTANCE FACTOR= I UPLIFTS BASED ON= 9.2 PSF DESIGN CRITERIA FBC 2017 TPI 2014 truss mci ;f,ou nl(M R umv1d (aal[5 I'F,. 7-10 ma trwumvn ccs nom b,th amMcxta.ts mA clddmps 1 ara.Jata r,r rescn p aynems il. ear. truvxx I— hcm rc —d dd- 1 ION ps( n, rnt 1-- d..d 1— a41zuFLOOR LOADING SCHEDUL TCLL = 40 PSF TCDL = 10 PSF BCOL = 5 PSF TOTAL a 55 PSF ALL REACTIONS OVER 5000/ AND UPLIFTS OVER 1000/ ARE SHOWN ON ENGUCEEMNG. WALL KEY 9,- 4- 20'- 3/4 DESCRVi1011 M1. DATE 4 LO M4 P v.. o eat.nev. r aler a tn..0 s law/ oESCRPTION eat. DATE CARPENTER CONTRACTORS OF AMERICA 3900 AVEN4E 4 K W. WINTER HAVEN FLORIDA 33080 P/ OIE,(800) 959-8806 FAX, ( 863) 294-2488 BUILDER TAYLOR MORRI90N PROJECT THORNBROOK MODEL 2582/A CCA PROJ/MODEL/ALT 9A8/ 9A7/2588B/258YA/258TA ALT DESC OTC : LOT : 226 BLOCK: DESIGNER JJ PAGE jjp 1 1DATEIz is 10 4330071R S1 4 "=1' City of Sanford Building and Fire Prevention Product Approval Specification Form Permit # Project Location Address 9 1 t r7 CJE} C? Anastacia -k As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) I. Exterior Doors swinging herma Tru Swinging Ext. Door (front door) FL20461-R2 j Sliding MI Windows Sliding Ext. Door (Standard SGD) FL15332.9 Sectional Windsor Garage Doors Sectional Ext. Door Dbl, single FL15080.R3 Roll U Automatic Other 2.Windows Single Hung MI Windows Single Hung window FL17676.2,9,16 Horizontal Slider Casement Double Hun Fixed MI Windows Frame Fixed Glass FL 18644.04 Awning Pass Through Projected Mullions MI Windows Mullions FL 18504.2 Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # including decimal) 3.Panel Walls Siding Soffits Alpha Aluminum, Inc. Soffits FL16544-113 1 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4.Roofing Products Asphalt Shingles_ Underlayments CertainTeed Rhino Linings Corp Shingles Coatings FLS444-R13 FL21842-RI Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing j Built up roofing System Modified Bitumen Single Ply Roof Systems r Roofing slate Cements/ Adhesives / Coating _ Liquid Applied Roofing Systems Roof Tile adhesive Spray Appliedi Polyurethane Roofing E.P.S. Roof Panels Roof Vents Millennium MMI-2 Off Ridge Vent FL19567-R1 Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) 5. S h utters Accordion Bahama Colonial Roll up Equipment Other 6.Skylights Skylights Other 7. Structural Component Wood Connectors Anchors Truss Plates ITW Bldg Components Truss Plates FL1999-R6 Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Commercial Concrete Quality Precast FL1774-R5 Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products HVAC Tie Down BMP International HVAC Tie Down FL14239-R4 Applicant's Signature Applicant's Name Please Print) June 2014 TYPICAL MASONRY WINDOW SCHEDULE WINDOW WIDTHS # 3153' 1WINDOW CALL< MS SW 43254 2254 N 54 V3 5- 'it 33 5:4 1354 33 5H I45= 4345W 14SW 34514 IS S'- ! 35 SW iS S4 35 5W 3 Ib 54 fi 36 511 1654 Lit cc. r.RF. rA50,RL OPbNW,$ FOR ALL 00M,, SN'" SINS AV ',%Tk L Al 0Y rA T PART PER r, 44FACPAR NO 6F£CFk4if05. FEVER 70 FLOOR PLAM FOR 5tt, U OF EI•(TX>Ili L" O 15r, xW WJGSH•CASFr l- C-:, T, OR FpFO C, LA55. Ff.) t • i W Fifi'E AD FESClf a ojasxAy:ab cant aFR x.• KRIOL. R AIRL7'.1CN'irl A TYP. ARCHWAY scan ... ra ci* S s2 a• r r b p tAYf fiEL IaR 5(P'tOE JIILiDa1ffartF.rRGR,co O• am 7Px!OR 5W TAAE1 CELw $NVt. MtPOR'n unE RA -.AT, wEw PANT A SYOTw, P&WFTo LfF.AW5 (A0% Tl TRAY CEILING SECTION Ile• Efl610 SXR r dt Kl'JECEIrG roR ' I / Ka D- r:oxw Z715 A?0i tQlA / KQ 0.CV(:aPeE O!715 AfF U AP WIT, a :Ma I R •d AFF 10+ I 7.4• . I I amLAe ! FrYRr. c ON LL•4rlfa. a LYT' TS - AT II O rt I F.d 4FO7 :a1.-bti I O, I Dn r `7. IOFiaa s sun V 4':.4r '-•• RA' Rc TOP CF III D.•."AC I Il'V-&'AC I PAD DE1,204. W"Ac'OR PAD Ism ILd I'A.IWOR iP tYs 10• W° I10R L(Xf KRLOL/ BOKPE I----J Ir V-,. L' rJ, KTe' TYP. 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A0MOD, 7 R"a W-5 FQ!'EAa X%T 10'OEna11l P.Art x/iR6106E rm" GW, SVrT6 AT Al EAW fb`:tG SADATw avem Acrtl'4- . W106"IgJW60T, STYUN511'bmLlbi4"{ E!CQfaGFTR. ucf ACK Wi 5DfMOR-ft U'PSirial U6A46 a E OR Oq SE t,E YECKAtp; l>SFS a10.£at'aW S'p.5 SP3''RROSa ' OF SE!'ER CAxl7fr Aa ACtU7IaE ai E4a ttQ Ia7J A?CP'. }.MSI I CRf RV .0 at d-0' O eg iLIE? F W,00FWRGATHRNGROOM 9 DINING av,a' 4P TOA& d-d- uEisl toMTO VOFR s1. as- 44:.- I Rwx Y0% 11j 1 it II I: t RFR 'g CLG ro xi KCT ; 4 MMSBATH V- 4' FLAT C':, C. F. R JIIASrFR I Q 9rAR OCtL: Sf tlR5FR5 At V•'EA[ 4 Y'R AAP+ cs' Fa read tw"" L ESR71 NP•Jt R00RsRtG T.A.f HwI. kI CL.. STUDY 10'-5' IL"""' V- i FLAT CL rOWRfL T" /E. ExLJ Ai .&a5R-/ ''• 5 TT M (T \ 4 N PPER?XR cis • - 4 15 5CH A Z_ sF.w7 uRLe 2 GAR GARAGE j YI I 220'-0' 4 I.sAart - 1 ,SAE fa%cav noa fre U FTE.RtR LIF 5 InPi I I I m lAt I O 81 1y551 F: rRo•.E/ LEA; raK g&1 8 I 333I A I P 4 v S: K= Wi NOQiC' FG81 POR01 D 11-4• PLt. 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NCR1E u`vS5Le 4M1 :1 Jt 31 07m Alm(cdAEotp01 f REReAEED COLE'F LMil : xV S 54 L%w!ac jj•'''jjjj rFE•576)aWWOETELW& Tn.. 0'LMFt554LL 26 OLLIDIMA FRO 0.(OL R't.0 a0 RiKO4CED M.46Rt UNDO- Al- O5 - PF00Def3lhSS'1DV196PF5% TfrT4 O - PRNDE 7•FLT 24 S075TP eE aVrm FIFA FLATE TEO'O DOSE =, 110 AT EAa W• TIT V150L5TA46teW.PE ACA-SAM H r^nW CE 10 TO r4 DOMt Pu3 •vm5n4a a5 an FKEPtN AiO.E RCW 4E4'• JOYLOeD KFNF La4SS11WS1-D 74!SrPV« r0S7 EO o A'f40RFJ?000SE*T-E LS fi Ewa Do4Ru rtw STFsa; LYAlsnap. r4E W..SRDS.M :AI M1S' S /O tO Pf AAr?!Lf; S&Mf AT ADO WCLF4M L0a%*b soabi Rrm.xtxau.•aswts9elw'n• r p LDA?SYLLR 1i4 STRUCnXK NOTES 4 t'A4 DS Po* E!G F4 rbv 4 EF:ER0RLAL1.5 To eE:0417M $" %$1S116 C.'" 6 10 A WWA, FLXD 4484O AiEA i4l 0-A?- 1-) t f2p- m sTAn •, LLur •AAr asA , em, a.n AIO. R2S. &410 TTa 4Fu. ms.f•oo PN4 wwwataaewscox voaa- --Exu466e•c. uc.. I I SfAtFU,O, S1 W aUl[ Ov, N z W (0 v C) ` H/ cy-ce m O 2 F oN HATCHIK ff%' 4D O ML2 WLL Q 1. 2582 R Value ChartrASCSMCOGA1 +Or? L Ca6rRCT01Ist.,T" lrJJ IDU?51S W-1 ttAS RD 14ff, E4PP.CtSE RRf ' Y4Ml /10'M RAN xi F;N'L C.fi /1bA1104R3/ S; Au SE[^,7. fOUi574 ARAlP EK15 RU AYS IOtE T.al Ric 6Y. CE WAY R3 MAIN FLOOR PLAN NOTES 2AI GARAGE RIGHT TYPICAL WOOD FRAME WINDOW SCHEDULE _ WINDOW WIDTHS 7k 20° 1 24' 1 36' 'W 2 WINCOW CALL OUTS j x 1" Fs 20.E Fa. 3E3 FG bib FG20' Lux 24• WV Fa. 0 Fa 3020 FL-. 4020 FaA g 36' 1530111 203064 3030 SM 411011 W r M % 3M 5; 44054Z145• 3 A d+ W 5n 3050 Y j 4" 5+ j60' 3 T2' 860 5a Ccfl 5.1 1060 Su 41%0 Sa GL. VERFT KU5H OPEYMES FOR AL. I0DW, NW EI38'XNZ!F5 AD Ab, AL AITM W VARY FYR F 1"A1F4CiJER AND SPELMCi KTS L R TO FLOOR KAK5 FOR STYLE OF V\W,6 ISED f51; AP1654 CA%-cV- ra . OR FIDE aAd55 Fa) M • R • 4 ALL EYcRff`CT SECAAE AAD em mww slu con, ur. RYP FER EOCR - MN W IM r',.m.' s • • 4 • r 5 4 s 4TJER-10 16 p,D1 PPERRaFRMAOFB5C•b r -- 1-3 0 q 1 1 AWL I A4 To i!•EK. ttx ypSbS C I iN R'b. IkME iFA'E kmft RMLW 4 tALL Rh EELib 744D j P455 W' gR l aM 0.G2.".6 AT pEEDROOM IY.. D• j 3rEBA 9 ram\ BATH 2 AR. K.1 a, A, ti xw7as.5+ naaa_ -;raitla LOFT BEDROOM ' 9'-I' FIAT CLr, yy..- i 71':ltFAl (Jd4'4 / O.ik 0.a S/qD Dq i R6 i b! AM 7 j' SLme 1JJ e..DJ j el-rbs rM uo r lPM4MA F-L_ t -+ (;-+ ' Z.: Tt4i I j - rfaSE E AT Y,as a!USEP•A: Mn. co+6cals r.ME FFIYLE :333p S7LE a rySeFSEAMr'. OWD TaO AT emt Oq -pwi _2?llB'. D'LH g,N RL ra4nEV u IT, RDE % 4d lks 0 0' EACM SCE 4"I ED 47 CO&E AADCd105 a EAy DO VN111) cK rvw STRA.S Rp'OEi '00; 5n YrA, v VT ab F ::JI RA'E 0 i=UV J0031D5 n E.CY DD QM N SFF" LSTAO V"A ADC9n AS WRD ASO+E 1MD QA'R•S A LOAD m SMAS ML af 7 RT 34 5 SR v VP a6 NW:.ATE AW,100ED TO DICE OaSWI AT E090 AlMN 4rE0 WA7 $!"NE AM SUM R fi^ 1167 K TEp W':+6 Wmr. PLATE VyRr wrx. 1052n pvXf 1D7VGIRT SQNC At "' SPAS a JM LOM IA M' r fQT.D4TSNfERGWIKa r_ SMWURK NOTES M1 L/ S TOIE R.Ab RI'9i ALL cYliR0."s14 BE C(d"m WPOFa45 AG 1!A{i.A ROCOA cm ME& JA 4a 0 sea LMAver C.O rAL AWL01 276 B Mc Q1A M AS DtSDinlY FLIl6i •nfi 00B 4d1^Ota N•1'! em . vJs . mo >• 6D.44.S-AMDD FrJI gM1YMVM•[NSL'bD I `, { i(/ I Vn^f4Enclwefwc.ACC. E •SiYf BEDROOM 4lzi yv.:• I f0ll.'FFR RDO4 ORA4D•c•606 3 I RA?MI 6AR4p7 W 0 R3D CEtA4 N3.4:tD. o v 02 4 W ce 0 N 0 J N O 2582 nRE uveya aGw PL.n ,0+C5 xr.xs Ir sMEET UPPER FLOOR PLAN NOTES11 2B1GARAGERIGHT REQUIRED INSPECTION SEQUENCE TAYLOR MORRISON SFR-DETACHED Permit # BUILDING PERMIT Min Max Inspection Description 10 Form board / Foundation Survey 10 Slab / Mono Slab Pre our 20 Lintel / Tie Beam / Fill / Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 30 50 Final Window 40 Roof Dry In 50 Frame 60 Insulation Rough In 70 Drywall / Sheetrock 40 70 Lath Inspection 50 1000 Final Roof 50 1000 Final Stucco / Siding 80 1000 Insulation Final 1000 Final Single Family Residence A d d rPec ELECTRICAL PERMIT Min Max Inspection Description 10 Electric Underground 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final L i Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final MECIiANICAL ,PERMIT: Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 UN, IVERSAL UESProjectNo: 0110.1401008.0000 Workorder No: 9386640-1 ENGINEERING SCIENCES Report Date: 6/27/2018 Consultants In: Geotechnical Engineering - Environmental Sciences Geophysical Services - Construction Materials Testing - Threshold InspectioEDBuildingInspection - Plan Review - Building Code Administration 3532 Maggie Blvd, Orlando, 32811 - P: 407.423.0504 • F: 407.423.3106 /q In -Place Den$ity Test Report 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 226 ) Material: Fill Reference Datum: 0 = Bottom of Foundation Footing LIES Technician: Raimundo Salazar Toi Date Tested: 06/27/2018 Type of Test: Test: Field: ASTM D-2937 Drive Cylinder Methoc Laboratory: ASTM D1557 Modified Proctor The tests below meet the minimum 95% relative soil compaction requirement of Laboratory Proctor maximum dry density. Test No. Location of Test Range Maximum Density pcf) optimum Moisture t%1 Field Dry Density Pcf) Field Moisture t%1 Soil Compaction De Fill pth inch) Pass or Fail 1 South Side Footing 0-1 ft 108.3 10.7 105.1 9.8 97 N/A Pas: 2 East Side Footing 1-2 ft 108.3 10.7 105.4 10.9 97 N/A Pas: 3 North Side Footing 1-2 ft 108.3 10.7 106.8 11.7 99 N/A Pas: 4 West Side Of Pad 1-2 ft 108.3 10.7 105.7 10.0 98 N/A Pas: 5 Center Of Pad 2-3 ft 1.08.3 10.7 106.7 12.9 99 N/A Pas: Remarks: 556 Red Rose Lane. M r I, n -.l..nr nmMnl;nn rn I fl.n O..l.r;n --4 --h.n- oU -'-'# — -.f.m; -4 nn nF-- nl;e. nFr —4 n,1i....;..., i..n 6-/W 7 017,SCRIPTION AS FURNISHED: Lot 226, THORNBROOKE PHASE 4, as recorded in Plat Book 81, Pages 70 thru 71, Public Records of Seminole County, Florida. iur.ilAlDARY FOR/CERTIFIED T0 Coylor Morrison of Florida, Inc. 55,34' 45.9C \ ti I111 21.74' r M LOT 225 p G] -1 1 14.3' 8" RECESS FOR POCKET SLIDER N FORMBOARD fi FOUNDATION TOP OF FORMS s 22.23' Os 10. 32' ao R- 100.00' L= 42.69' P. C.. ' 5. 20' 25. 96' 25.42' lo' unL. ESMr. CI 1 tih o RR.D/W). RO'S AL GLAWN 1 1 PROPOSED = FINISHED SPOT GRADE ELEVATION PER DRAINAGE PLANS BUILDING SETBACKS: PROPOSED DRAINAGE FLOW FRONT - 25' IV GRADING TYPE A REAR - 15' SIDE - 5.0' PROPOSEDF.F. PER PLANS - 22.2' ii SIDE CORNER 10' PROPOSED GRADE PER CONSTRUCTION PLAN + LOT 227 CURVE' DA?A C1= D=18°24'53" IZ= 100.00' L= 32..14' C= 32.00' CB= s 33*25'01 LUI - yj /OY LIVING LIVING = 1. 467 d GJ-11. GARAGE - 455 SO,i ,. ENTRY - 7I LANAI - 139 OR0, 7. EWAY .- N/A DRIVEWAY •• 406 A/ C PAD = 18 SO.F WALKWAY = 68 S I;I. £ A'. IMPERVIOUS - 26.9 6 2, 624 Soo - 7143_.SCJ-I._ i fi ^AT LA _ A C CX IgN R/ W = 247 SO. 1,1. APRON = 53 SO. FI. SIDEWALK = 157 S0.FT. cnn I.: 37 sO.F1. PROPOSED INFORMATION SHOWN I AREA = 10,014 BASED ON SUPPLIED PLAN DRIVEWAY - 459 SO.Fi. AND/ OR INSTRUCTIONS PER SIDEWALK - 225 S0.F7. CLIENT( NOT FIELD VERIFIED) SOD = 7, I BQ'_U,1 ;1_. CR Lj S' _; NMF.YL'h' - SCO T.T E;iG . A SSO C. , INC - LAND LEGEND - LEGEND - S4U0 E. COLONIAL OR. ORLA1N00, FL. 32807 (407)-277-3232 FAX (407)•-658--1436 F• • 11LA'T P.OL • POINT ON LINE NOTES: T • FIELD TYP. • TYPICAL J•. FIELD PIPL" TYP. • POINT OF REVE.RSC CURVATURE 1. ME UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH 81' THE FLORI(M OWRD O P IRO. PIP PA.CP.C.C. rOIN7 OF COW'OUND CURVATURE PROFESSIONAL SO AND MAPPERS IN CHAPTER Si-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027, FIYRHIA STA/U6T C. H CONCREIC NOIIUMENT RAD. RADIAL 2. UNLESS EMOOSSED WITH SURVEYOR'S SIGNATURE AND ORIGINAL RAISED SEAL Ti11S SURVEY MAP OR COPIES ARE MI VALID. ILT I P. .. IYy I.R../AU 4596 N.R. - NON-RAnIAL 3, MIS SURVEY WAS FREPMED FROM nTLE INFORMATION FURNISHED M THE SURVEYOR. THERE MAY 6E OI11FR f1ESIHICi1ON5 KLC. RCCOVERCD WP. ` WITNESS POIIIT L OH ESURVENIS S PRC AR THIS PROPERTY. PA. P. • POINi OF BEGINNING CALC. • CPLCIiLAT[D 4. NO fR OUND IMPROVEGENTS HAVE BEEN LOCATED UNLESS OTHERWISE. SHOWN. P. lLT. p0111T DF CONNENL'ERF.HT P31R. • PERHAf.CNT REFERCHCE Np11URF.NT DERLw i • CE'NTEkI INE Ff. ` FINISHED FLOOR CLEVATION 3. Ti:IS SURVEY IS PREPARED FOR THC 1•N.E BENE/TT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER EIJfIIY. AD • CE I L DISK D.SL. • BUILDING SETBACK LINE 6. QIAjrNSIONS SHOWN FXR THE LOCATION OF fMPROVE'MEMS HEREON SHOULD NOY BE LISCO TO RECDNSTRI/CF fk1UNDARY LINES. 1. •• R( GNT-OF-WnY BN. • UENCIRINJK 7, 1FMPR:S,. ARC MEb ASi'EC DATUM AND ON THE LINE. SHOWN AS BASE BEARING (R.B.) B. U. BASE BEARING SI1T. • fASEHCNT B. arAftCLWAVMS,' IF SHOWN. ARE OASlD ON AURONAI GEODETIC MTULf OF I229, UNLESS OTHERWISE NOTED. DRniN. DRAINAGE 9. CERTT C-A, OFAUTHORIZATION Mar t596. 1I". • UTILITY .-..--- --- LFC CHAIN LINK FENCE -- __ .-- .--_--- .__-_.-.-.---- ... vnOD rCllf. E v nrC. . _ - SCALE --- 1" JO OR1WN BY: "• CUOCREI'E OLUCK _ OF CURVATURE LLATE URDER fJO. r.T, • PONTrDINT DF IMGE14CY CERTIFIED RY: ---- - L_%C, • UESCR(P4ON _ PLOT PLAN 04-12-20fB 226 It fi - d174- IB ARCPADIUS LENGTHFORMBOARDFOUNDATION/ELE'VS. U6-25-16 CIIDRD ,•" CNDRD OF.T.G NORTH v r T. ._!. --- THIS BUILDING/ PROPERTY 00£S.NOT UE w/1HM - --- lilt ESI' AHLISHED 100 YEAR FLOOD PLANE AS PER FIRM" TOMES S EN"OTT. RE S 'I. 1 4714 ZONE - X" MAP I f2ff7C 0055 F. D1--%- CITY OF SANFORD BUILDING & FIRE PREVENTION7VPERMITAPPLICATION r. Apptication I\o: Documented Construction Value: S Job :address: historic District: yes \o Parcel TD: Residential [!Commercial Type of Work: Net%Addition alteration Repair Demo Change of Use Noce ff JJ 1 ` Descriation of Work: L.l ! I c:t,4 1 '(` I'i )r; 11 IF Tf—>C , C:--l?. , 1 I : (- i /, V-1 ' I--) I ),(• ( 1 i i r1- r`- , Plan Rey ic%N Contact Person: Title: Phone: Fax: Entail: Property Owner Information y,. Nome 1 .. (- ;w .J I _ Phone: street. Cir , State Zip: Resident of propertN? : Contractor Information ar • 7 rne, Ef ;.-`t i 1•" i'"'("ii(_,`','—i Phone: Street `- '; ` l - ir4 I ' 1 l I Fay: —!; ( ] ,` i CC,) Cit. Stale I p: aE` ` ( j i I State I_i` Architect/ Engineer Information Na tile: —_-- _ Plion e: Street -- — FaS: Cit\'. St. Zip: ---------__ _ _ E-mail: i onCitrig U ili:an: cldrr, Mortgage Lender: Addresq. t kR_\ ING TO ON\ NER: NO L'R FAILURE TO RECOI:U A NOT ICF OF CO INIF\CENIENT I_ N' RES11_T INN OE R P.x\ L ,G I\\ICE: FOR INIPROVDIFVPT TO I'OL iZ PiZUPLItC1. NOTICE OF CO i[F.NC'E\'ENT NIL'S E FA RECORDED .NNI) POSTED ON THE: 108, SITF BEFORE TIiF FIRST INSPECTION. IF YOU INTFNI) TO oL;T.kl\ FINANCING. CONSULT WITH 1OUR LENDER OR AN A-HOR\E- 1I FORE RECORUIVI' 1OCR NOTICE: (-)I:. CONI\IENCF IENI. I undrrs t ;d t! it a s parat: pe n.rii n;ust be srcu:•ed fur el"rical \%ork. ph:rt!ik,, s;, •1!;. pool;. u.lut. boil.,.. hater s. tanks. and vir conditimiu- s. ctc. FCC 1( 1 Thal! h r:, ir, l n ri;. t! i, f as ili.ati n :tn rite c :c i c! .• tit t ,.. a r,'. r:.: Edi'i n I_ il.;i Fi ri.:a 1:uil4 : XOTICT: In addition to ill., rejUircnicnis of, this pri:lit. uherc, 1,1dition'd rztn,:tions appti,-ab:to tl,,: fOLMd Ill OIL PU'Llk I et:01-CIS Ofllllil COLD,\ , and ma\ bL uqu'rz'd f-0m, go., entinLs aj minagemic'ut elstncB, St:!'c aoc-ncics. or federal acen,:IL-S, vc--plance orpernl!: k %c;-ifilcatioll that I \\ill noti,,% 111,- ovz-.l of,th Propel-i" of roquirLn,,w, o"F:orida 71-, Cr\ of' San);d rcquu2s of a hl re\i:\k cc)-,\ oCdlc executed c orL, to ca!,:t.1L!c a an rc\ iL,A chargL ind i!) be consiJ.,,%ld, !':Ie CAUIIIIIIZ,d cons,rutt,,lll % 11 uof th job a[ illtu;le 0 f 1)_ a.:tual CPC:..[I alu_ vvffl b- ICC Valuation T:11,14- in at 0 L tn-nthe pe—m. r is iss'--cd, i. jCco:danze ll lill local Shoul'i C"'!cula!Ld fi'Z-,-;'d Cff the e\LL!(-,! C(R,-,tj-a,:1 e\.-t.-4 Cic'. ac-nual CCcu \\ill he a p, I ic I to VOUr PL raA]t t'. 10 p:, -Ili Z i 4 u_ OWNER'S AFFIDAVIT: I certify that all of the fore uoillu jjjfoj.rjjatiOn is accurate and that all work, will be done in cotnpliarice with all applicable la\\ s construed n gy. L N Prouuce-` ID T\ n._ of ID I co STEPHANIE RALLO Commission # FF 175017 Expires November 9, 2018 Qo4el Thm Tmy Fw fnzu W- M40191 Kno to c". ID T. P c, " ID BELOW IS FOR OFFICE USE ONLY Permits Rqp!ired: B._,.i[1_-,:., gD Construction Type: I o t a I S cl Ft of 11) 1 d,_T: ca, El D Occupancy Uc: — N I ill. OCCU [) a PCY 1.0,1111: 0\ CON'Stit-LICti011: Llectvic - = oFAnq,) s__ 4 Fire Sprinlk!el. PL'rr- flt: Yes v, El r CONINIEV17S. 1- -11 L 1 T I EL S - F, \,N (I! '\,' L LIP I F El Flood Zo,-l(:: of S t Q S: HU lilhifI2, - = Of' FiXtL11-t.:S Vil*Q Al..Irrl Perinit: V 11 D i X (I CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: ; }} Documented Construction Value: $ E \! Job Address: Parcel ID: Historic District: Yes NoK ResidentiaQ Commercial L Type of Work: New Addition 11 Alteration Repair Demo Change of Use Move Description of Work::1 1AII Plan Review Contact Person: \,J k aril 1 fk[Ll 5 Title: Phone: -' Oou _ Fax:4-1 33'3-38G..3 Email: Property Owner Information Name h 0 a°° l i Phone: Street: " D? * r'4 " i ,-bill Resident of property? City, State Zip: r, 1D trvw.. Contractor Information Name L.. k w G Ar Phone: "' Street: 4 TS 0 Fax: 0_7— 3 City, State Zip:ft State License No.: CACoB Name: Street: City, St, Zip: Bonding Company: Address: Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 511 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate at work will be done in compliance with all applicable laws regulating construction and zo g. Signature of Owner/Agent Date Si re of Contractor/Agent t Print Owner/Agent's Name Pont Contractor/Apnt's Name t Signature of Notary -State of Florida Date Signature CHERYL D AKERS MY COMMISSION # FF998962 EXPIRES June 05, 2020 t Q7 499-0153 rtort"Note Service.com Owner/Agent is Personally Known to Me or Contractor/Agent is 'Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof Construction Type: Occupancy Use: Flood Zone: _ Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application cum 1.1--.1 1, P)pf¢aK -WM.— mm'--l-ti -- , p— -- - -, — ..-1 - I—— -•N•- " CIA sw__ Will cm,