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Grant Maloy, Clerk Of The Circuit Court & Comptroller Seminole County, FL Inst #2018101201 Book:9204 Page:89; (1 PAGES) RCD: 9/4/2018 2:32:19 PM CERTIFIED CO"v . 11 Rt pRECFEE $10.00 CLERK OF THE ANDCOLECF:.',[tQ':IDA F ,''. SEMIN w _ DEPUTY CLERK BY qat Parcel IDNumber:2(—f -go-15 rr-Dodo-o,sto ^ Prepared By Kim Carter and Taylor Morrison Homes o Return To : 2600 Lake Lucien Drive, Suite III Maitland, FL 32751 NOTICE OF COMMENCEMENT. State -of Florida. County of Seminole. The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. I . Description of property : LOT Legal Description : Thornbrooke Phase / according to the plat thereof, as recorded in Plat Bookn Page 3-7of the public records of Seminole County, Florida. Addresses : _/A ,7Sanford FL 2. General description of improvements : Single Family Home 3. Owner information : Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751 4. Fee Simple Title Holder: N.A. 5. Contractor name and address : Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751 6. Surety: N.A. 7. Lender: N.A. 8. Persons within the State of Florida designated by the Owner upon whom notices or other documents may be served as provides by 713.13(1)(a)7., Florida Statutes: N.A. 9. In addition to himself, Owner designates the following to receive a copy of the Lienor's Notice as provided in 713.13(1)(b), Florida Statutes. N.A. 10. Expiration date of notice of commencement: One year from the date of recording. WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT - ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTENT TO OBTAIN FINANCING, CONSULT YOUR LENDER OT ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. 11. Date Signed : Q 3 Signature of Owner's Agent J n Asa Wright Taylor Morrison of Florida In Sworn to and subscribed before me this by John Asa Wrig pe nally known to me. \ O• Vie,\fib' 2 20\`'. Notary Public DA Clark l e My commission expires: 6/27/19 Serial No. FF 209108 D46ary Signa ure: AND- SA060FN Verification pursuant to Section 92.525, Florida Statutes. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to the best of my knowledge and belief. F COUNTY OF SEMINOLE IMPACT FEE STATEMENT Y 3 STATEMENT NUMBER: 18100007 DATE: September 19, 2018 52, 993 BUILDING APPLICATION #: 18-10000799 , BUILDING PERMIT NUMBER: 18-10000799 py 3.1y I UNIT ADDRESS: BIG SPRING TERRACE 161 21-19-30-5TT-0000-0510 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: 161 BIG SPRING TERRACE / THORNBROOKE PHASE 1 / 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 ROADS -COLLECTORS N/A Single Family Housing 00 FIRE RESCUE N/A LIBRARY CO -WIDE ORD Single Family Housingg WIDE 54.00 SCHOOLS Single Family CO ORD Housing 5,000.00 PARKS N/A LAW ENFORCE N/A DRAINAGE N/A 1.000 dwl unit 705.00 1.000 dwl unit 00 00 1.000, dwl unit 54.00 1.000 dwl unit 5,000.00 00 00 00 AMOUNT DUE 5,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIR 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 -RE QQUEST WITHIN 45 CALENDAR DAYS OF THE DATE ABOVE, BUT NO LATER T CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE• 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: ` SEMINOLE COUNTY_ OR CITY OF SANFORD BUILDING DEPARTMENT' 1101 EAST FIRST'STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER`AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE nk CITY OF SANFORD BUILDING & FIRE PREVENTION AUG 3 O 201$ PERMIT APPLICATION D - , SJ Application No: j Documented Construction Value: $ .37 0 00• Job Address: /1/0 / ff1 U %/ 1'e-r e Historic District: Yes No X Parcel ID: 21;19-30-SIT-0000-0S1 0 Residential [) Commercial Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move r Description of Work: NEW SINGLE FAMILY HOME THORNEBROOK PHASE I LOT NUMBER: Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: 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: _ Fax: 407-257-6940 MAITLAND FL 32751 State License No.: Architect/Engineer Information Phone: Bonding Company: N/A Address: Fax: E-mail: Mortgage Lender: N/A Address: NO CBC1257462 WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 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. 2A S re of Owner/Agent Date' TAYLOR MORRISON OF FLORIDA INC Print Owner/Agent's Name Signature of N to of Flonda gar ru Datep. A My COMMISSION t FF 209108 WIRES: June 27.2019 r gp1161011w B 9H NotMN C jean Owner/Agent is yES Personally Known to Me or Produced ID N/A Type of ID afore of Contractor/ADat JOHN ASA WRIGgent Print Contrac gent's Name Signature of Notary -State of Florida Date r * MY COMMISSION t FF 209108 EXPIRES: June 27, 2019 ,- eF' Ban! MThn!l Wi!Illet lltlteu Contractor/ Agent is YES Personally Known to Me or Produced ID NIA Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building [R Electrical ©' Mechanical a Plumbing© Gas[] Roof Construction Type: N/8 Occupancy Use: 23 Flood Zone: Total Sq Ft of Bldg: -Ja&47 Min. Occupancy Load: 1 —7 # of Stories: 2- New Construction: Electric - # of Amps, Fire Sprinkler Permit: Yes No [g`* # of Heads SO Plumbing - # of Fixtures APPROVALS: ZONING: ,Z0v k)1 UTILITIES: COMMENTS ENGINEERING: FIRE: Ok to construct single family home with setbacks and impervious area shown on plan. aSfos;u yi. 3, Ise 2- 2- Fire Alarm Permit: Yes NoE] WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application AI r' n "'. t N )L " CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: ' • i Documented Construction Value: $ Job Address: Bq svwfi? tef-rq6'e Historic District: Yes No Parcel ID: 21 -19-30-STT-0000-OSI 0 Residential Commercial Type of Work: New X Addition Alteration Repair Demo Change of Use . Move Description of Work:LE FAMILY HOME - THORNEBROOK PHASE I _ LOT NUMBER: 5 I Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Phone: Street: 151 SOUTHHALL LANE # 200 City, State Zip: MAITLAND FL 32751. 407-629-0077 Resident of property? : NO Contractor Information Name JOHN ASA WRIGHT 1 TAYLOR MORRISON OF FLORIDA Phone: Street: 151 SOUTHHALL LANE # 200 Fax: 407-257-6940 City, State Zip: MAITLAND FL 32751 State License No.: Architect/Engineer Information Name: Phone: Street: City, St, Zip: Bonding Company: N/A Address: Fax: E-mail: Mortgage Lender: NIA Address: CBC1257462 WARNING TO OWNER: YOUR FAILURE TO RECORD, -A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT. WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application i 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. ZA C Sig re of Owner/Agent DWI TAYLOR MORRISON OF FLORIDA INC Print Owner/Agent's Name Signature of N to of Florida Datep, A MY cOMMISSION I FF 209108 EXPIRES: June 27, 2019 s BudgNNotuYsM t rtoFa Owner/Agent is yFS Personally Known to Me or Produced ID N/A Type of ID gLma S' nature ofContractor/Agent Dat JOHN ASA WRIG Print Contrac gent's Name Signature of Notary -State of Florida Irate - D. A CLAF1jC w * MY COMMISSION t FF209108 EXPIRES: June 27, 2019 o n' t Aerr!!9ThnPWm!IMM ImF! Contractor/Agent is YES Personally Known to Me or Produced ID ate— Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps. Flood Zone: of Stories: Plumbing - # of Fixtures. Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: /1l-5 1" 31 WASTEWATER: I3- BUILDING: Revised: June 30, 2015 Permit Application CIiQf SXKFORD FLORIDA Name Address City: Phone: City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form John Asa Wright Frim Taylor -Morrison of Florida, Inc. 2600 Lake Lucien Drive Maitland State FL Zip Code: 32751 407- 257-6940 Fax: Email: daohne@aermitsr)ermitsaermits.com Property Address: 161 Big Spring Terrace Property Owner: Taylor -Morrison of Florida, Inc. Parcel Identification Number: 21-19-30-5TT-0000-0510 Phone: 407-629-0077 Fax: Email: The reason for the flood plain determination is: X 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 4076) OFFICIAL USE ONLY 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 X The Parcel is not in the X 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: BP18- 3722 Reviewed by: lff, /IaduW, 6W - Michael Cash, CFM Date: 09/20/2018 T:\ Engr-Files\Elevation Certificate\ a i Application for Right -of -Way UseP_,0 Ofor Drivewa Walk & Lde I Dy wa y Landscape 1877 — 11 Department of Planning & Development Services www. sanfordfl.gov 300 North Park Avenue, Sanford, Florida 32771 Phone: 407.688.5140 Fax:407.688.5141 This permit authorizes work to be done in the City of Sanford's right-of-way in accordance with the City's regulations and the attached construction plans approved as part of this permit. It does not approve any work within any other jurisdiction's right- of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the size and location of the existing right—of-way and use shall be provided or application could be delayed. Know wnatti below. 7N" W 04F 0 7-+ 5- / _ Call before you dig. 1. Project Location/Address: 2. Proposed Activity: Walkway Other: 3. Schedule of Work: StartDate G d MA/ Completion Date El Emergency Repairs 4. Brief Description of Work: AVIX MAY jQ9 &94 This application is subm Property Owner: V/// nnQ / npp r / ( Signature: //,PPrint Name: A1WK_ , `t(//V URK hM&S Address: % 41AE / I/T/ /(%Q v Phone: &Z- W4 74 0 Fax- o/QQhnQ@ PL(Ml ItSbt C n'1 Date: Maintenance Responsibilities/ Indemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said installationlimprovement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the per ittee 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 nght-of-way to its previous condition, the City shall, after appropriate notice. restore the area to its previous condition at the Requestors expense and, if necessary, file a lien on the Requestors property to recover costs of restoration. To the fullest extent pernitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its oounalpersons, 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 d d the above statement and by signing this application I agree to its terms. I hereby understand and a all ' fees related to this application as required by the citysadopted Fee Resolution.Signature: Date: ah- (/ or Pre -pour Inspection by: This permit shall be posted on the site during construction. Please call 407.688.6080, Ext. 5401 24 hours in advance to schedule a pre -pour inspection. Date: f gApplicatlorNo:. •; . .. .......... t~ee: .Date.: ev Public iNorks ..::: . ate:.._.:._. PR E tgi" e111V " Date:= Site JAspected by.. bate`. . S ecfal Peimit Cantlitions. P September2010 ROW Use Dnveway pdf 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 Address: 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 Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final 1VIECNIC 'L?PERM IT' tea. "`- ems" .: .'2w '*• :r' Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 SCPA Parcel View: 21-19-30-5T7-0000-0510 http://parceldetai l . scpafl.org/ParcelDetai llnfo.aspx?PID=21193 05 TT... pAApptpeRr Prope&j Record Card Pr)yJrly lA _ Parcel: 21-19-30-5TT-0000-0510 stv+o eoourr*Kaaaox Property Address: 161 BIG SPRING TER SANFORD, FL 32771 Parcel Information Parcel 21-19-30-5TT-0000-0510 Owner(s) TAYLOR MORRISON OF FL INC Property Address 161 BIG SPRING TER SANFORD, FL 32771 Mailing 151 SOUTHALL LN STE 200 MAITLAND, FL 32751 Subdivision Name THORNBROOKE PHASE 1 Tax District S1-SANFORD DOR Use Code 00-VACANT RESIDENTIAL Exemptions ew0 51 09 a 3 70 Value Summary 2018 Working Values 2017 Certified Values Valuation Method Cost/Market Cost/Market Number of Buildings 10 I 0 Depreciated Bldg Value L— Depreciated EXFT Value Land Value (Market) 40,000 1 $45,000 Land Value Ag Just/MarketValue" I $40,000 45,000 Portability Adj Save Our Homes Adj 0 0 Amendment 1 Adj 0 0 P&G Adj ~ 0 I $0 Assessed Value 40,000 1$45,000 Tax Amount without SOH: $856.00 2017 Tax Bill Amount $856.00 Tax Estimator Save Our Homes Savings: $0.00 TRIM Notice Help Does NOT INCLUDE Non Ad Valorem Assessments Legal Description 1 LOT 51 THORNBROOKE PHASE 1 PB 79 PGS 3 TO 7 Taxes Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 40,000 0 I 40,000 Schools 40,000 I 0 I 40.000 City Sanford SJWM(Saint Johns Water Management) I $40,000 I $40.000 s0 0 40,000 I 40,000 County Bonds 40,000 I s0 I 40,000 Sales Aon Date Book Page Amount Qualified Vac Imp No Sales Find Comparable Sales Land Method Frontage Depth Units Units Price Land Value LOT I 11 $40,000.00 I $40,000 Building Information 1 PermitsI Permit # Description Agency Amount CO Date Permit Date 1 of 2 8/30/2018, 12:06 PM RECORD COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name Lot5lThornebrookeAnastasiaGLW Builder Name. Taylor Morrison Street. 161 Big Spring Terrace Permit Office.f- Cit State, Zi Sanford , FL , 32771Y, P Permit Number. r7..% Owner: Jurisdiction: 6 50 Design Location FL, Orlando County Seminole (Florida Climate Zone 2) 1 New construction or existing New (From Plans) 9. Wall Types(3137 2 sqft ) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13 0 1521.00 ftZ b Concrete Block - Int Insul, Exterior R=4.1 1375.90 ftZ 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13 0 240 33 ftZ 4. Number of Bedrooms 4 d N/A R= ftZ 10. Ceiling Types (1508.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=38 0 1481.00 ft 6. Conditioned floor area above grade (ftZ) 2582 b Knee Wall (Vented) R=30.0 27.00 ftZ Conditioned floor area below grade (ftZ) 0 c. N/A R= ft2 11. Ducts R ftZ 7 Windows(377.2 sqft.) Description Area a. Sup: Attic, Ret. Attic, AH: 2nd Floor 6 293.4 a. U-Factor: Dbl, U=0 34 305.21 ftZ b Sup. Attic, Ret: 2nd Floor, AH 2nd Floor 6 223 SHGC. SHGC=0.31 b. U-Factor: Dbl, U=0.58 72.00 ftZ 12. Cooling systems kBtu/hr Efficiency SHGC SHGC=0.32 a Central Unit 252 SEER:16 00 b Central Unit 25.2 SEER:16 00 c U-Factor N/A ftZ SHGC 13. Heating systems kBtu/hr Efficiency d. U-Factor. N/A ftZ a Electric Heat Pump 21.8 HSPF 8 50 SHGC. b Electric Heat Pump 21.8 HSPF:8 50 Area Weighted Average Overhang Depth- 2.845 ft Area Weighted Average SHGC: 0 312 14 Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (2582.0 sqft.) Insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation R=0.0 1467 00 ftZ b. Conservation features b. Floor Over Other Space R=0.0 1102 00 ftZ None c other (see details) R= 13 00 ftZ 15. Credits Pstat Glass/Floor Area: 0.146 Total Proposed Modified Loads: 74.69 PASSTotalBaselineLoads: 77.27 I hereby certify that the plans and specifications covered by Review of the plans and S7-4 this calculation are in compliance with the Florida Energy specifications covered by this O4 11" Code. calculation indicates compliance with the Florida Energy Code. Mn,: ;€r.;;;, NO PREPARED BY: Before construction is completed DATE: _M2412018-Spencer-Renner this building will be inspected for compliance with Section 553.908 t' - ,. I hereby certify that this building, as designed, is in compliance Florida Statutes. 1 CODwiththeFloridaEnergyCode. W OWNER/ NT: _ _ _ _ DATE: C_- BUILDING OFFICIAL: DATE:._ 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). 8/24/2018 1:48 PM EnergyGauge® USA - FlaRes2017 Section R405 4 1 Compliant Software Page 1 of 5 FORM R405-2017 PROJECT Title: Lot5lThomebrookeAnastasia Bedrooms: 4 Address Type Street Address Building Type User Conditioned Area: 2582 Lot # Owner Name Total Stories: 2 Block/Subdivision. of Units- 1 Worst Case- No PlatBook Builder Name Taylor Morrison Rotate Angle: 0 Street: 161 Big Spring Terrace 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 Healing Design Daily Temp V Design Location TMY Site 97 5 % 2 5 % Winter Summer Degree Days Moisture Range FL, Orlando FL ORLANDO INTL AR 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1467 13643.1 2 Block2 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 13 0 0 1 2 Slab -On -Grade Edge Insulatio 1st Floor 147 4 ft 0 1467 ft2 028 0 072 3 Floor Over Other Space 2nd Floor ____ ---_ 1102 ft2 0 0.15 0 085 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 085 N 085 No 0 26.6 ATTIC V # Type Ventilation Vent Ratio (1 m) Area RBS IRCC 1 Full attic Vented 300 1480 ft2 N N 8/24/2018 1:48 PM EnergyGaugeOO USA - FlaRes2017 Section R405 4 1 Compliant Software Page 2 of 5 FORM R405-2017 CEILING Ceding Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Knee Wall (Vented) 1st Floor 30 Batt 27 ft2 Oil Wood 2 Under Attic (Vented) 1st Floor 38 Blown 12 ft2 0.11 Wood 3 Under Attic (Vented) 2nd Floor 38 Blown 1469 ft2 Oil Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Ornt To Wall_Type Space R-ValueFt- In Ft In Area R-Value-Fraction-Absor-_Grade% 1 E Exterior Frame - Wood 2nd Floor 13 30 0 9 0 270.0 ft2 0 023 06 0 2 E Exterior Concrete Block - Int Insul 1st Floor 4.1 30 0 9 4 280.0 ft2 0 0 0.6 0 3 N Exterior Frame - Wood 2nd Floor 13 54 6 9 0 4905 ft2 0 023 0.6 0 4 N Exterior Concrete Block - Int Insul 1st Floor 4.1 54 6 9 4 5087 ft2 0 0 0.6 0 5 W Exterior Frame - Wood 2nd Floor 13 30 0 9 0 270 0 ft2 0 023 0.6 0 6 W Exterior Concrete Block - Int Insul 1st Floor 4.1 5 6 9 4 51 3 ft2 0 0 0.6 0 7 SW Exterior Concrete Block - Int Insul 1st Floor 4.1 4 11 9 4 45 9 ft2 0 0 0.6 0 8 S Exterior Frame - Wood 2nd Floor 13 54 6 9 0 490.5 ft2 0 0.23 0.6 0 9 S Exterior Concrete Block - Int Insul 1st Floor 4.1 52 6 9 4 490 0 ft2 0 0 06 0 10 Garage Frame - Wood 1st Floor 13 25 9 9 4 240.3 ft2 0 0.23 0.01 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 NW Wood 1st Floor None 25 2 10 8 227 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang y Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 E 1 Vinyl Low-E Double Yes 0.34 0.31 N 30.0 ft2 1 It 0 in 1 ft 0 in Drapes/blinds None 2 E 1 Vinyl Low-E Double Yes 0.34 0.31 N 40 0 112 1 ft 0 in 1 It 0 in Drapes/blinds None 3 E 2 Metal Low-E Double Yes 0.58 0.32 N 72.0 ft2 10 It 8 in 0 ft 0 in None None 4 E 2 Vinyl Low-E Double Yes 0.34 0.31 N 58.3 ft2 1 It 0 in 11 ft 8 in Drapes/blinds None 5 N 3 Vinyl Low-E Double Yes 034 0.31 N 300 ft2 1 ft 0 in 1 It 0 in Drapes/blinds None 6 N 4 Vinyl Low-E Double Yes 034 031 N 38 9 112 1 ft 0 in 11 118 in Drapes/blinds None 7 W 5 Vinyl Low-E Double Yes 0.34 0.31 N 30.0 ft2 1 It 0 in 1 ft 0 in Drapes/blinds None 8 S 8 Vinyl Low-E Double Yes 034 0.31 N 6 0 ft2 1 It 0 in 1 It 0 in Drapes/blinds None 9 S 8 Vinyl Low-E Double Yes 034 0.31 N 15 0 ft2 1 It 0 in 1 It 0 in Drapes/blinds None 10 S 9 Vinyl Low-E Double Yes 0.34 0.31 N 5 3 112 1 ft 0 in 11 It 8 in Drapes/blinds None 11 S 9 Vinyl Low-E Double Yes 0.34 0.31 N 12 9 112 1 It 0 in 11 It 8 in Drapes/blinds None 12 S 9 Vinyl Low-E Double Yes 034 0.31 N 38 9 ft2 1 It 0 in 11 ft 8 in Drapes/blinds None 8/24/2018 1 48 PM EnergyGaugeO 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 ft' 455 ft2 64 ft 8 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000408 27624 151.65 28521 3666 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 2 Electric Heat Pump/ Electric Heal Pump/ Split Split HSPF:8 4999 21.8 kBtu/hr 1 HSPF.8.4999 21.8 kBtu/hr 2 sys#1 sys#2 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 2 Central Unit/ Central Unit/ Split Split SEER- 16 25 2 kBtu/hr 756 cfm 0.75 1 SEER 16 25 2 kBtu/hr 756 cfm 0.75 2 sys#1 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 Cert # Company Name Collector Storage System Model # Collector Model # Area Volume FEF None None ft' DUCTS V # Supply ---- Location R-Value Area Return ---- Air CFM 25 CFM25 Location Area Leakage Type Handler TOT OUT QN RLF HVAC # Heat Cool 1 2 Attic 6 293.4 ft Attic 6 223 ft2 Attic 2nd Floor 73.35 ft Default Leakage 2nd Floor (Default) (Default) 55.75 It Default Leakage 2nd Floor (Default) (Default) 1 1 2 2 8/24/2018 1 48 PM EnergyGauge® USA - FlaRes2017 Section R405 4.1 Compliant Software Page 4 of 5 FORM R405-2017 TEMPERATURES Programable Thermostat: Y Ceiling Fans - Cooling Jan9 Feb Mar A rP Ma Y X Jun X JUI X Aug9 Se P Oct Nov Dec Hea`n JanHJan Feb Mar A r Ma Jun Jul Auge JAOct Nov DecVentingFebXMarAprMayJunJulAugSepOctXNovDec 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 8/24/2018 1 48 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 5 of 5 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 97 The lower the EnergyPerformance Index, the more efficient the home. 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 (ft') 7 Windows" Description a U-Factor: Dbl, U=0 34 SHGC: SHGC=0.31 b U-Factor: Dbl, U=0 58 SHGC. SHGC=O 32 c. U-Factor N/A SHGC d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC 8 Floor Types a Slab -On -Grade Edge Insulation b Floor Over Other Space c other (see details) 161 Big Spring Terrace, Sanford, FL, 32771 New (From Plans) 9 Wall Types Insulation Area Single-family a Frame -Wood, Exterior R=13.0 1521.00 ft' b Concrete Block - Int Insul, Exterior R=4.1 1375 90 ft 1 c. Frame - Wood, Adjacent R=13 0 240.33 ft' 4 d. N/A R= ft' 10 Ceiling Types Insulation Area No a Under Attic (Vented) R=38.0 1481.00 ft' 2582 b Knee Wall (Vented) R=30.0 27.00 ft' c N/A R= ft' Area 11. Ducts R ft' 305.21 ft' a. Sup, Attic, Ret: Attic, AH• 2nd Floor 6 293.4 b. Sup: Attic, Ret- 2nd Floor, AH: 2nd Floor 6 223 72.00 ft' 12. Cooling systems kBlu/hr Efficiency ft' a. Central Unit 25.2 SEER:16 00 b. Central Unit 25.2 SEER 16 00 fl' 2.845 ft. 0.312 Insulation Area R=0.0 1467.00 ft' R=0.0 1102.00 ft' R= 1300ft' 13. Heating systems a. Electric Heat Pump b. Electric Heat Pump 14 Hot water systems a Electric b. Conservation features 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 Code compliant features. Builder Signature: Address of New Home: Date: City/FL Zip: kBtu/hr Efficiency 21.8 HSPF:8 50 21 8 HSPF:8 50 Cap: 50 gallons EF. 0.95 Pstat yOF SHE S747 o o A Qgym, `. •a G „ O COD Wf 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. 8/24/2018 1 48 PM EnergyGauge@) USA - FlaRes2017 - Section R405 4 1 Compliant Software Page 1 of 1 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot51Thorn ebrookeAnastasiaGLW Builder Name: Taylor Morrison Street 161 Big Spring Terrace 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 barner shall be installed in the building envelope Air -permeable insulation shall requirements The exterior thermal envelope contains a continuous air barrier not be used as a sealing material. Breaks or joints in the air barrier shall be sealed Ceiling/ attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within 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 Pytp. nd hPhind piping and wiring. Shower/ tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/ phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover plates and walls or ceifinoc; a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400 8/ 24/2018 149 PM EnergyGauge® USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 FORM R405-2017 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2017 Florida Building Code, Energy Conservation via the residential Simulated Performance Method shall include: This checklist A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, a -ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst -case orientation, name and version of the compliance software tool, name of individual completing the compliance report (one page) and an input summary checklist that can be used for field verification (usually four pages/may be greater). Energy Performance Level (EPL) Display Card (one page) HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7 Mandatory Requirements (five pages) Required prior to CO for the Performance Method: Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) A completed Envelope Leakage Test Report (usually one page) If Form R405 duct leakage type indicates anything other than default leakage", then a completed Form R405 Duct Leakage Test Report (usually one page) EnergyGaugeO - USRCSB v6.0 8/24/2018 1:47:46 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 Protect Name: Lot5lThornebrookeAnastasiaGLW Builder Name Taylor Morrison Street: 161 Big Spring Terrace 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 Regression Data: C: n: Single or Multi Point Test Data R: HOUSE PRESSURE FLOW: 1 Pa cfm 2 Pa cfm 3 Pa cfm 4 Pa cfm 5 Pa cfm 6 Pa cfm Leakage Characteristics Required ACH(50) from FORM R405-2017 : Tested ACH(50) ` : Tested leakage must be less than or equal to the required ACH(50) shown on Form R405-2017 for this building. If the tested ACH(50) is less than 3 the building must have a mechanical ventilation system. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2 ... Testing shall be conducted with a blower door at a pressure of 0 2 inches w g. (50 Pascals) Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing 1 Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2 Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures, 3 Interior doors, if installed at the time of the test, shall be open, 4 Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed, 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. SIGNATURE: PRINTED NAME: DATE: Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: gHSSTg1ti0 p CO A rQ_0 8/24/2018 1:49 PM EnergyGauge® USA - FlaRes2017 - Section R405 4.1 Compliant Software Page 1 of 1 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods FADDRESS: 161 Big Spring Terrace 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)(9, (g) or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope During testing- 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures 3. Interior doors, if installed at the time of the test, shall be open 4. Extenor doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed 5 Heating and cooling systems, if installed at the time of the test, shall be turned off 6. Supply and return registers, if installed at the time of the test, shall be fully open. R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. R402.4.3 Fenestration air IeakagdNindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0 3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0 5 cfm per square fool (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 8/24/2018 1:48 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1 2, where the walls, Floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. Fireplaces and stoves complying with Section R402 4.2 and Section R1006 of the Florida Building Code, Residential. R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2 0 cfm (0 944 Us) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SECTION R403 SYSTEMS R403.1 Controls. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate healing and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heal pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heal 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. Postconstruction test: Total leakage shall be measured with a pressure differential of 0 1 inch w g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1 A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41°C) or below 55°F (13°C) shall be insulated to a minimum of R-3 R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory)Heated water circulation systems shall be in accordance with Section R403.5 1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403 5 1 2 Automatic controls, temperature sensors and pumps shall be accessible Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump The system return pipe shall be a dedicated return pipe or a cold water supply pipe Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515 1 or Ul 515. Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 8/24/2018 1 48 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complian Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 '/: 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 healers 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. The design air change per hour minimums for residential buildings in ASHRAE 62 2, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. 2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. 3. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10 otherwise R403.7 Heating and cooling equipment (Mandatory). R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This Code does not allow designer safety factors, provisions for future expansion or other factors that affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed TABLE R403.6.1 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM CFM) MINIMUM EFFICACY a CFM/WATT) AIRFLOW RATE MAXIMU CFM) Range hoods Any 2 8 cfm/watt Any In -line fan Any 2 8 cfm/watt Any Bathroom, utility room 10 1.4 cfm/watt 90 Bathroom, utility room 90 2 8 cfm/watt Any For SI. 1 cfm = 28 3 Umin a When tested in accordance with HVI Standard 916 8/24/2018 1 48 PM EnergyGaugeO 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. Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1 15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1. R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7 1. R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. A variable capacity system sized for optimum performance during base load periods is utilized R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403 R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F (10°C), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F (4.8°C). R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403 10 1 through R403 10 5. R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater Operation of such switch shall not change the setting of the heater thermostat Such switches shall be in addition to a circuit breaker for the power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors Heaters and pump motors that have built-in time switches shall be in compliance with this section Exceptions: 1 Where public health standards require 24-hour pump operation 2 Pumps that operate solar- and waste -heat -recovery pool heating systems. 3 Where pumps are powered exclusively from on -site renewable generation R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required R403.10.4 Gas- and 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 8/24/2018 1.48 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 (Mandatofte 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. 8/24/2018 1 48 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of 5 wrightsofts Manual S Compliance Report 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 479 Rocky Grove Lane, Sanford, FL 32771 Design Conditions Outdoor design DB: 92.5°F Sensible gain: 18605 Btuh Outdoor design WB: 76.3°F Latent gain: 3462 Btuh Indoor design DB: 75.0°F Total gain: 22067 Btuh Indoor RH: 50% Estimated airflow: 840 cfm Job: Lot5lThornebrookeAna... Date: 7/13/18 By: JA Entering coil DB: 76.5°F Entering coil WB: 63.2°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 Sensible capacity: 18712 Btuh 101% of load Latent capacity: 3996 Btuh 115% of load Total capacity: 22708 Btuh 103% of load SHR: 82% Design Conditions Outdoor design DB: 41.7°F Heat loss: 19752 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 113% of load Capacity balance: 39 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 840 cfm Output capacity: 5.0 kW 86% of load Temp. rise: 18 OF Meets all requirements of ACCA Manual S. C wrightsoft- 2018-Aug-24 13 58 36 Right-Surle® Universal 2018 18 0 27 RSU24009 Page 1 14CCA AnastasialGLW\Lo15lThornebrookeAnastasiaGLW.rup Calc = MJ8 House laces W Manual S Compliance Report Job: Lot5lThornebrookeAna... wrightsofts Date: 7/13/18 ahu 2 By: JA 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 479 Rocky Grove Lane, Sanford, FL 32771 Design Conditions Outdoor design DB: 92.5°F Sensible gain: 17171 Btuh Entering coil DB: 78.0°F Outdoor design WB: 76.30F Latent gain: 2927 Btuh Entering coil WB: 63.90F Indoor design DB: 75.0°F Total gain: 20099 Btuh Indoor RH: 50% Estimated airflow: 840 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-024-230-21+CBA27UHE-024-230"++TDR Actual airflow: 840 cfm Sensible capacity: 17898 Btuh 104% of load Latent capacity: 4884 Btuh 167% of load Total capacity: 22782 Btuh 113% of load SHR: 79% Design Conditions Outdoor design DB: 41.7°F Heat loss: 13344 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-024-230-21+CBA27UHE-024-230'++TDR Actual airflow: 840 cfm Output capacity: 22168 Btuh 166% 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. t * Wrightsoft- 2018-Aug-24 13 58 36 Right -Suited Universal 2018 18 0 27 RSU24009 Page 2 AnastasialGLW\Lot5lThornebrookeAnastasiaGLW rup Calc = MJ8 House laces W wrightsofta Component Constructions Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407-333-2665 Fax 407-333-3853 Web WWW.DEL-AIR COM Job: LOt5lrhornebrOOkeAna... Date: 7/13/18 By: JA Project Information For: Taylor Morrison 479 Rocky Grove Lane, Sanford, FL 32771 Design Conditions Location: Indoor: Heating Cooling Orlando Intl AP, FL, US Indoor temperature (°F) 70 75 Elevation: 95 ft Design TD (°F) 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 (°F) - 76 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area ll-value Insul R Htg HTM Loss Clg HTM Gain ft' BtuhM-•F ft'-'F BNh BtuhW Btu Btuh/ft' Btuh Walls 12C-Osw: Frm wall, stucco ext, r-13 cav Ins, 1/2" gypsum board int n 461 0.091 13.0 2.58 1186 2.34 1079 fnsh, 2"x4" wood frm, 16" o.c. stud a 200 0.091 13.0 2.58 515 2.34 469 s 470 0.091 13.0 2.58 1209 2.34 1100 w 240 0.091 13.0 2.58 618 2.34 562 all 1370 0.091 13.0 2.58 3528 2.34 3210 13A-2ocs: Blk wall, stucco ext, r-2 ext bd ins, 8" thk, 1/2" gypsum n 470 0.201 0 5.69 2671 4.35 2044 board int fnsh a 150 0.201 0 5.69 851 4.35 651 s 433 0.201 0 5.69 2462 4.35 1883 sw 24 0.201 0 5.69 134 4.35 102 w 51 0.201 0 5.69 292 4.35 223 all 1127 0.201 0 5.69 6410 4.35 4904 16A-30ad: Knee wall, asphalt shingles roof mat, r-30 kw ins, 1/2" w 29 0.032 30.0 0.91 26 2.38 69 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 outr, air gas, vnl frm mat, clr Innr, 1/4" gap, n 1/8" thk; NFRC rated (SHGC=O 31), 50% drapes, medium; 1 ft e overhang (5 ft window ht, 1 ft sep.), 6 67 ft head ht e s w all 2A-2ov- 2 glazing, clr low-e outr, air gas, vnl frm mat, clr Innr, 1/4" gap, n 1/8" thk, NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft e overhang (6.3 ft window ht, 11.67 ft sep ), 6.67 ft head ht s all 2A-2omd: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr Innr, e 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.32); 10.67 It overhang (8 ft window ht, 0 ft sep.); 6.67 ft head ht 240 0.091 13.0 2.58 619 1.44 347 30 0.340 0 9.62 289 10.6 317 30 0.340 0 9.62 289 30.4 911 40 0 340 0 9.62 385 30.4 1214 15 0 340 0 9.62 144 10.8 162 30 0.340 0 9.62 289 30.4 911 145 0.340 0 9.62 1395 24.2 3515 39 0.340 0 9.62 374 10.6 411 58 0.340 0 9.62 561 30.4 1769 39 0.340 0 9.62 374 12.2 472 136 0.340 0 9.62 1308 19.5 2653 72 0.580 0 16.4 1182 16.8 1213 41- wrightsoft- 2018-Aug-24 13 58 36 Right -Suite® Universal 2018 18 0 27 RSU24009 Page 1 AnastasialGLW\LOt5lThornebrOOkeAnaslasiaGLW rup Calc = MJ8 House (aces W 2A-2ov. 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, s 6 0.340 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, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, s 5 0.340 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 It head ht 2A-2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, s 13 0.340 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 It overhang (4.2 ft window ht, 11.67 ft sep.); 6.67 ft head ht Doors 11 DO: Door, wd sc type sw 23 0.390 Ceilings 166-38ad: Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 1/2" 1482 0.026 gypsum board int fnsh Floors 20P-19t- Fir floor, frm fir, 12" thkns, r-19 cav ins, gar ovr 13 0.050 22A-tpl: Bg floor, light dry soil, on grade depth 147 0.989 Fk wr ghtsoft- Right -Suite® Universal 2018 18 0 27 RSU24009 4r—Cl" AnastasialGLW\Lot5lThornebrookeAnastasiaGLW rup Calc = MJ8 House faces W 0 9.62 58 10.6 63 0 9.62 51 12.2 64 0 9.62 125 12.2 157 0 11.0 250 12.0 272 38.0 0.74 1090 1.41 2090 19.0 1.41 18 0.71 9 0 28.0 4126 0 0 201 B-Aug-24 13 58 36 Page 2 Component Constructions Job: Lot5lThornebrookeAna... wrightsoft` p Date: 7/13/18 ahu 1 By: JA DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL32771 Phone407-333-2665 Fax 407-333-3853 Web WWW DEL -AIR COM For: Taylor Morrison 479 Rocky Grove Lane, Sanford, FL 32771 Location: Orlando Intl AP, FL, US Elevation: 95 ft Latitude: 280N Outdoor: Heating Cooling Dry bulb (°F) 42 93 Daily range (OF) - 17 ( M) Wet bulb (°F) - 76 Wind speed (mph) 15.0 7.5 Indoor: Indoor temperature (OF) Design TD (°F) Relative humidity (%) Moisture difference (gr/lb) Infiltration: Method Construction quality Fireplaces Heating 70 28 30 1. 5 Simplified Average 0 Cooling 75 18 50 46. 4 Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain ft' BNh/fP-'F V-'FBtuh BtuhV Btu BNhM Btu Walls 13A- 2ocs: Blk wall, stucco ext, r-2 ext bd ins, 8" thk, 112" gypsum n 470 0.201 0 5.69 2671 4.35 2044 board int fnsh a 150 0.201 0 5.69 851 4.35 651 s 433 0.201 0 5.69 2462 4.35 1883 sw 24 0.201 0 5.69 134 4.35 102 W 51 0.201 0 5.69 292 4.35 223 all 1127 0.201 0 5.69 6410 4.35 4904 16A- 30ad: Knee wall, asphalt shingles roof mat, r-30 kw ins, 1/2" W 29 0.032 30.0 0.91 26 2.38 69 gypsum board int fnsh Partitions 12C- Osw: Frm wall, r-13 cav Ins, 112" gypsum board int fnsh, 2"x4" 240 0.091 13.0 2.58 619 1.44 347 wood frm, 16" o.c. stud Windows 2A- 2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr Innr, 1/4" gap, n 39 0.340 0 9.62 374 10.6 411 1/ 8" thk; NFRC rated (SHGC=O 31); 50% drapes, medium, 1 ft e 58 0.340 0 9.62 561 30.4 1769 overhang ( 6.3 ft window ht, 11.67 ft sep.); 6.67 ft head ht s 39 0.340 0 9.62 374 12.2 472 all 136 0.340 0 9.62 1308 19.5 2653 2A- 2omd: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr Innr, e 72 0.580 0 16.4 1182 16.8 1213 1/ 4" gap, 1/8" thk, NFRC rated (SHGC=0.32), 10.67 ft overhang (8 ft window ht, 0 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, s 5 0.340 0 9.62 51 12.2 64 1/ 8" thk, NFRC rated (SHGC=0.31); 50% drapes, medium, 1 It overhang ( 3.17 It window ht, 11.67 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, s 13 0 340 0 9.62 125 12.2 157 1/ 8" thk; NFRC rated (SHGC=0.31): 50% drapes, medium, 1 ft overhang ( 4 2 It window ht, 11.67 It sep.); 6.67 It head ht Doors 11 DO: Door, wd sc type sw 23 0 390 0 11.0 250 12.0 272 wrightsof - 2018-Aug-24 13 58 36 y ",._., Right -Suite® Universal 2018 18 0 27 RSU24009 Page 3 14C( li" AnastasialGLW\Lo151ThornebrookeAnaslasiaGLW rup Caic = MJ8 House faces W Ceilings 16B-38ad.Attic ceiling, asphalt shingles roof mat, r-38 ceiI ins, 1/2" 12 0.026 gypsum board int fnsh Floors 22A-tpl: Bg floor, light dry soil, on grade depth 147 0.989 380 0.74 9 1.41 17 0 28.0 4126 0 0 wrightsoft- 2018-Aug-24 13 58 36 Right -Suite® Universal 2018 18 0 27 RSU24009 Page 4 Anastasia lGLW\Lot 51ThornebrookeAnaslasiaGLW rup Calc = MJ8 House faces W wrightsoft° Component Constructions ahu 2 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL32771 Phone 407-333-2665 Fax 407-333-3853 Web WWW DEL -AIR COM For: Taylor Morrison 479 Rocky Grove Lane, Sanford, FL 32771 Job: Lot5lThornebrookeAna... Date: 7/13/18 By: JA Location: Indoor: Heating Cooling Orlando Intl AR FL, US Indoor temperature (IF) 70 75 Elevation: 95 ft Design TD (IF) 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 Walls 12C-Osw: Firm wall, stucco ext, r-13 cav ins, 1/2" gypsum board lnt fnsh, 2"x4" wood frm, 16" o.c. stud Or Area LI-value ft' Bluh/V-'F In 461 0.091 e 200 0.091 s 470 0.091 w 240 0.091 all 1370 0.091 Partitions none) Windows 2A-2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, n 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft e overhang (5 ft window ht, 1 ft sep.), 6.67 ft head ht e s w all 2A-2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, s 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 Doors none) Ceilings 16B-38ad: Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 1/2" gypsum board int fnsh Floors 20P-19t: Flr, floor, frm fir, 12" lhkns, r-19 cav ins, gar ovr Insul R Htg HTM Loss Clg HTM Gain ftl-•F/Bluh BtuhM Btu Bluh/f 2 Btu 13.0 2.58 1186 2.34 1079 13.0 2.58 515 2.34 469 13.0 2.58 1209 2.34 1100 13.0 2.58 618 2.34 562 13.0 2.58 3528 2.34 3210 30 0.340 0 9.62 289 10.6 317 30 0.340 0 9.62 289 30.4 911 40 0.340 0 9.62 385 30.4 1214 15 0.340 0 9.62 144 10.8 162 30 0.340 0 9.62 289 30.4 911 145 0.340 0 9.62 1395 24.2 3515 6 0.340 0 9.62 58 10.6 63 1469 0.026 38.0 0.74 1081 1.41 2072 13 0.050 19.0 1.41 18 0.71 9 wrightsoft- 2018-Aug-24 13 58 36 ti _,,.. ., Right-Surle® Universal 2018 18 0 27 RSU24009 Page 5 AnastasialGLW\Lot5lThornebrookeAnastasiaGLW rup Calc = MJ8 House faces W Project Summary Job: Lot5lThornebrookeAna... wrightsoft° Date: 7/13/18 Entire House By: JA 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 479 Rocky Grove Lane, Sanford, FL 32771 Notes: 6/4/2014 FJF RVSD 2/1/16 JA LS 3/22/16 JA LS 4/4/16 JA Resign Information LS 9/1`'17 A LS 4/AgalAer: Orlando Intl AR FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 28 IF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 46 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 25895 Btuh Structure 24769 Btuh Ducts 7202 Btuh Ducts 11007 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 33096 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 35776 Btuh Method Construction quality Fireplaces Simplified Latent Cooling Equipment Load Sizing Average 0 Structure 4164 Btuh Ducts 2225 Btuh Central vent (0 cfm) 0 Btuh Heating Cool 73gArea (ft2) 2730 0 Volume (ft3) 26929 26929 Air changes/hour 0.41 0.21 Equiv. AVF (cfm) 184 94 Heating Equipment Summary Make n/a Trade n/a Model n/a AHRI ref. n/a Efficiency n/a Heating input Heating output 0 Btuh Temperature rise 0 OF Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Space thermostat n/a Equipment latent load 6389 Btuh Equipment Total Load (Sen+Lat) 42165 Btuh Req. total capacity at 0.70 SHR 4.3 ton Cooling Equipment Summary Make n/a Trade n/a Cond n/a Coil n/a AHRI ref. n/a Efficiency n/a Sensible cooling 0 Btuh Latent cooling 0 Btuh Total cooling 0 Btuh Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Load sensible heat ratio 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- 2018-Aug-24 13 58 36Att-^ Right -Suite® Universal 2018 18 0.27 RSU24009 Page 1 AnastasialGLW\Lot5lThornebrookeAnastasiaGLW rup Calc = MJ8 House laces W Project Summary Job: Lot5lThornebrookeAna... wrightsoft' Date: 7/13/18 ahu 1 By: JA 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 479 Rocky Grove Lane, Sanford, FL 32771 Notes: 6/4/2014 FJF RVSD 2/1/16 JA LS 3/22/16 JA LS 4/4/16 JA Resign Information LS 9/1 /17 A LS 4/511 a er: Orlando Intl AR FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 28 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 46 gr/lb Heating Summary Structure 16847 Btuh Ducts 2905 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 19752 Btuh Infiltration Method Construction quality Fireplaces Simplified Average 0 Heating Coolingg Area (ft2) 146g 1467 Volume (ft3) 13706 13706 Air changes/hour 0.39 0.20 Equiv. AVF (cfm) 88 45 Heating Equipment Summary Make Lennox Trade MERIT Model 14H PX-024-230-19 AH R I ref 10258598 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point = 39 OF Backup: 8.5 HSPF 21800 Btuh @ 470F 24 0 840 cfm 0.043 cfm/Btuh 0.30 in H2O Input = 5 kW, Output = 16909 Btuh, 100 AFUE Sensible Cooling Equipment Load Sizing Structure 14359 Btuh Ducts 4246 Btuh Central vent (0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 18605 Btuh Latent Cooling Equipment Load Sizing Structure 2623 Btuh Ducts 839 Btuh Central vent (0 cfm) 0 Btuh none) Equipment latent load 3462 Btuh Equipment Total Load (Sen+Lat) 22067 Btuh Req. total capacity at 0.75 SHR 2.1 ton Cooling Equipment Summary Make Lennox Trade MERIT Cond 14HPX-024-230-19 Coil CBA27UHE-024-230"++TDR AHRI ref 10258598 Efficiency 13.5 EER, 16 SEER Sensible cooling 18900 Btuh Latent cooling 6300 Btuh Total cooling 25200 Btuh Actual air flow 840 cfm Air flow factor 0.045 cfm/Btuh Static pressure 0.30 in H2O Load sensible heat ratio 0.84 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed Fk wrigj"t% ft- 2018-Aug-24 13 58 36 Right-SudeO Universal 2018 18 0 27 RSU24009 Page 2 A CK AnastaslalGLW\Lol5lThornebrookeAnastaslaGLW rup Calc = MJ8 House laces W Project Summary Job: Lot5lThornebrookeAna... wrightsofts Date: 7/13/18 ahu 2 By: JA 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 479 Rocky Grove Lane, Sanford, FL 32771 Notes: 6/4/2014 FJF RVSD 2/1/16 JA LS 3/22/16 JA LS 4/4/16 JA Information LS 9/ 11I17 A Orlando Intl AR FL, US LS4/5P1 a, er: Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 28 OF Design TD 18 IF Daily range M Relative humidity 50 % Moisture difference 46 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 9048 Btuh Structure 10410 Btuh Ducts 4296 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 13344 Btuh Use manufacturer's data y Rate/ swing multiplier 1.00 Infiltration Equipment sensible load 17171 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 1541 Btuh Ducts 1386 Btuh Central vent (0 cfm) 0 Btuh Heating Coolingg none) Area ( ft2) 1263 1263 Equipment latent load 2927 Btuh Volume ( ft3) 13223 13223 Air changes/hour 0.43 0.22 Equipment Total Load (Sen+Lat) 20099 Btuh Equiv. AVF (cfm) 96 49 Req. total capacity at 0.75 SHR 1.9 ton Heating Equipment Summary Cooling Equipment Summary Make Lennox Make Lennox Trade LENNOX Trade LENNOX Model 14HPX-024-230-21 Cond 14HPX-024-230-21 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 IF Total cooling 25200 Btuh Actual air flow 840 cfm Actual air flow 840 cfm Air flow factor 0.063 cfm/Btuh Air flow factor 0.049 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 IF Backup: Input = 3 kW, Output = 11784 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft^ 2018-Aug-24 13 58 36 Right- Sude® Universal 2018 18 0 27 RSU24009 Page 3 AnastasialGLW\ Lot5lThornebrookeAnastasiaGLW rup Calc = MJ8 House laces W wrightsoft Right-JO Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407-333-2665 Fax: 407-333-3853 Web WWW DEL -AIR COM Job: Lot5lThornebrookeAnastas... Date: 7/13/18 By: JA 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area Entire House 316.4 It 9.2 it 2938.3 ft2 ahu 1 147.4 it 9.3 It 1469.0 ft2 Ty Construction number U-value Bluh/112-°F) Or HTM BtutVft2) Area (Il2) or perimeter (It) load Bluh) Area (ft2) or perimeter (fl) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cod 6 Vt/ Vjl G 12C-0sw 2A-20v 13A-2ocs 2A-2ov 0.091 0.340 0.201 0.340 n n 2.58 9.62 5.69 962 234 1_0 58 4.35 10.58 49 30 461 0 1186 289 1079 317 0 0 0 0 0 0 0 0 n n 508 39 470 0 2671 374 2044 411 508 39 470 0 2671 374 2044 411 11 T 12C-0sw 2A-2ov 2B-21v 0.091 0.340 0.340 a a a 2.58 9.62 9.62 2.34 30.36 30.36 270 30 40 200 0 0 515 289 385 469 911 1214 0 0 0 0 0 0 0 0 0 0 0 0 i2A-2omd 13A-2ocs 2A-2ov 0.201 0.580 0.340 a a a 5.69 16.41 9.62 4.35 16.85 30.36 280 72 58 491 6 15 150 72 0 851 1182 561 1209 58 144 651 1213 1769 1100 63 162 280 72 58 150 72 0 851 1182 561 0 0 0 651 1213 1769 0 0 0T= 12C-0sw 2A-2ov 2A-2ov 0.091 0.340 0.340 s s s 2.58 9.62 9.62 2.34 10.58 10.77 470 6 13 0 0 0 0 0 0 13A-2ocs 2A-2ov 2A-2ov 2A-2ov 13A-2ocs 12C-0sw 2A-2ov 0.201 0.340 0.340 0.340 0.201 390 0.091 0.340 s s s s 5.69 9.62 9.62 962 5.69 11 4.35 12.15 12.15 12.15 4 35 111M 2.34 3036 490 5 13 39 46 433 0 0 0 2462 51 125 374 1883 64 157 472 102 490 5 13 39 46 433 0 0 0 24 2462 51 125 374 134 1883 64 157 472 102 272 sw sw- w w 24 134 tWI-•-G 04 2.58 270 30 240 0 618 289 562 911 0 0 0 0 0 0 0 0 W 13A-2ocs 0201. w 9.62 5.69 4,35 51 51 292 2231 51 51 292 223 W 16A-30ad 0.032 w 0.91 2.38 29 29 26 69 29 29 26 69 P 12C-0sw 0.091 2.58 1 44 240 240 619 347 240 240 619 347 C F 16B-38a_ d P--19 0.026 0.050_ 0.74 1.41 1482 1482 10.90 2.0_90 12 12 9 17 1.41 0.71 13 13 1_$-_ 4126 9 0 0 Q 4126 0 0F22A-tpl 0 989 27 99 000 1469 147 0 1469 147 6 c) AED excursion 0 0 Envelope loss/gain 20186 18566 14106 9695 12 a) Infiltration b) Room ventilation 5709 0 1808 0 2741 0 868 0 13 Internal gains. Occupants @ 230 Appliances/other 6 1380 3015 6 1380 2415 Subtotal (lines 6 to 13) 25895 24769 16847 14359 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 289% 44% 0 0 0 25895 7202 0 0 0 24769 11007 17,/ 300/6 0 0 0 16847 29051 0 0 0 14359 4246 Total room bad Au required (cfm) 33096 1680 35776 1680 19752 840 18605 840 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigF tso Ft- 2018-Aug-24 13 58 36 x5z'K Right-Sude® Universal 2018 18 0 27 RSU24009 Page 1 Anas[as ialGLW\ Lot 51ThornebrookeAnasIasiaGLW.rup Calc = MJ8 House faces W wrightsoft Right-JO Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407-333-2665 Fax 407-333-3853 Web. WWW DEL -AIR COM Job: Lot5lThornebrookeAnastas... Date: 7/13/18 By: JA 1 2 3 4 5 Room name Exposed waft Room height Room dimensions Room area ahu 2 169.0 it 9.0 it 1469 3 ftz Fai,= Construction number U-value Btuh/ftz °F) Or HTM Bluldit Area (ft or penmeler (It) Load Btuh) Area or perimeter Load Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 612C-0sw 11 461 0 1186 289 0 0 1079 317 6 2A-2ov 13A-2ocs 2A-2ov 12C-0sw 2A-2ov 2B-21v 0.091 03400. 201 0 340 0. 091 0. 340 0. 340 n n n n a a a 2. 58 9621058 5. 69 9. 62 2. 58 9. 62 9. 62 2. 34 491 30 435 10. 58 0 0 0 0 0 0 2. 34 30. 36 30. 36 270 30 40 200 0 0 515 289 385 469 911 1214 0 0 0 13A- 2ocs 2A- 2omd 2A- 2ov 0. 201 0. 580 0. 340 a a a 5. 69 16. 41 9. 62 435 16. 85 30. 36 0 0 0 0 0 0 0 0 0 12COsw 2A- 2ov 2A- 2ov 0. 091 0. 340 0. 340 s s s 2. 58 9. 62 9. 62 2. 34 10. 58 10. 77 491 6 15 470 6 13 1209 58 144 1100 63 162 W D 13A- 2ocs 2A- 2ov 2A- 2ov 2A- 2ov 13A- 2ocs 1tt20 0. 201 0 340 0 340 0. 340 0 201 0. 390 s s s s sw sw_ 569 962 962 962 T5. 69 11. 04 4. 35 12. 15 12. 15 12. 15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4. 35 0 0 0 0 0 0 0 y/ Y_ C 12C- 0sw 2A- 2ov 0 091 0 340 w w 2. 58 962 2. 34 3036 270 30 240 0 618 289 562 911 W 13A-2ocs 0.201 w 5.69 4.35 0 0 00 W 16A-30ad 0 032 w 0.91 2.38 0 0 0 0 P 12C-0sw 0.091 2.58 1.44 0 0 0 1081 0 C 16B-38ad 0.026 0.74 1 41 1469 1469 2072 F 20P-19t 0.050 1.41 0.71 13 13 18 9 F 22A-ipl 0.989 27_99 0.00 0 0 0 0 6 c) AED excursion 0 Envelope loss/gain 6080 8870 12 a) Infiltration b) Room ventilation 2968 0 940 0 13 Internal gains: Occupants @ 230 Appliances/ other 0 0 600 Subtotal ( lines 6 to 13) 9048 10410 14 Less external load Less transfer Redistribution Sublotal Duct loads 479/6 65% 0 0 0 9048 4296 0 0 0 10410 6761 r Total room load Air required (cfm) 13344 840 17171 840 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2018- Aug-24 13 58 36 Right - Suite® Universal 2018 18 0 27 RSU24009 Page 2 AnaslaslaIGLW\ Lot 51ThornebrookeAnastasiaGLW rup Calc = MJ8 House faces W wrightsoft Right-JO Worksheet 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: Lot5lThornebrookeAnastas... Date: 7/13118 By: JA 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area ahu 1 147.4 it 93 it 1469.0 ft2 mslr rm 42.0 it 9.3 it heat/cool 17.0 x 15.5 it 263 5 ftz Ty Construction number U-value Btuh/Wt *F) Or HTM BIUWfIg Area (ftq or perimeter (it) Load Bluh) Area (fig or perimeter (it) Load Bluh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 0 00 Vf12C-Osw C 2A-2ov 0.091 0.340 n n 000 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 11 j 13A-2ocs 2A-2ov 0201 0 340 n n 5.69 962 4.35 10.58 0.00 0.00 0.00 4.35 16.85 30.36 508 39 470 0 0 2671 374 0 2044 411 89 0 89 0 504 0 386 0 U 12C-Osw 2A-2ov 2B_21v 13A-20cs 2A-2omd 2A-2ov 0.091 0.340 0.340 0.201 0.580 0 340 a a a e a a OAO 0.00 0.00 569 16.41 9.62 0 0 00 0 0 0 0 A 851 1182 561 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 376 0 1769 280 72 58 150 72 0 651 1213 1769 145 0 58 86 0 0 491 0 561 I----GG L13A-2ocsD_11.99 12C-0sw 2A-2ov 2A-2ov 13A-2ocs 2A-2ov 2A-2ov 2A-2ov 0.091 0.340 0.340 s s s 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0201 0.340 0.340 0.340 0.201 s s s s sw 5.69 9.62 9.62 962 5.69 4.35 12.15 12.15 12.15 4.35 0 00 0.00 490 5 13 39 46 23 433 0 0 0 2462 51 125 374 134 250 1883 64 157 472 159 0 0 0 159 0 0 0 902 0 0 0 690 0 0 0 24 23 102 272 0 0 0 0 0 12C-0sw 2A-2ov 0.091 0.340 w w 000 000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 13A-2ocs 0.201 w 5.69 4.35 51 51 0 292 0 223 0 0 0 0 W 16A-30ad 0.032 w 0 91 238 29 29 26 69 29 29 26 69 P C 12C-0sw 16B-38ad 0.091 2.58 0.74 1.44 1.41 240 12 240 12 619 9 347 0 0 0 0 0.026 0.050 17 0 0 0 0 F 20P-1_9t 0.00 0.00 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 2799 0.00 1469 147 4126 0 264 42 1176 0 6 c) AED excursion 0 3% Envelope loss/gain 14106 9695 3660 3686 12 a) Infiltration b) Room ventilation 2741 0 868 0 821 0 260 0 13 Internal gains Occupants @ 230 Appliances/other 6 1380 2415 1 230 600 Subtotal (lines 6 to 13) 16847 14359 4481 4776 14 1151 Less external load Less transfer Redistribution Subtotal Duct loads 1170/6 300/6 0 0 0 16847 2905 0 0 0 14359 4246 17% 30% 0 0 0 4481 773 0 0 0 4776 1412 Total room load Air required (cfm) 19752 840 18605 840 5254 223 6188 279 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2018-Aug-24 13 58 36 AZcARight -Suite® Universal 2018 18 0 27 RSU24009 Page 3 AnasIasialGl. W\Lo151ThornebrookeAnaslasiaGLW rup Calc = MJ8 House faces W wrightsoft• Right-J® Worksheet 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: Lot5lThornebrookeAnastas... Date: 7/13/18 By: JA 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area mstr bth 12.0 it 9.3 it heat/cool 120 x 80 R 96.0 fl2 mstr wic 0 If 9.3 It heat/cool 65 x 75 It 48.8 ft2 Ty Construction number U-value Btuh/fl20F) Or HTM Btutdf[2) Area (1(2) or perimeter (It) Load Btuh) Area (f12) or perimeter (ft) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 G y/ I 12C-0sw 2A-2ov 13A-2ocs 2A-2ov 0.091 0.340 0201 0.340 n n n n a a a 0.00 0_00 5.69 9.62 0.00 0.00 0.00 5.69 16.41 9.62 0.00 0.00 0.00 5.69 9.62 962 962 0 00 0 00 435 1.0 58 0 ob 000 0.00 4 35 1685 3036 0.00 000 0 00 4.35 1215 1215 12.15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V 12C-0sw 2A-2ov 2B-2fv 0.091 0.340 0.340 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A-2ocs 2A-2omd 2A-2ov 12C-Gsw 2A-2ov 2A-2ov ... 0.201 0.580 0.340 0.091 0.340 0.340 a a e s s s 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A-2ocs 2A-2ov 2A-2ov 2A-2ov 0.201 0.340 0.340 0.340 s s s s 112 0 0 0 112 0 0 00 637 0 0 487 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 13A-2ocs 1 D 12C-Osw 2A-2ov 0.201 a390 0.091 0.340 sw sr w w 5.69 1LO4 0.00 0.00 5.69 4.35 1.99 0.00 000 0 0 0 0 0 0 0 0 0 0 v 1 6 W 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A-2ocs 0.201 w 4.35 0 0 0 0 0 Of 0 0 W 16A-30ad 0.032 0.091 wT 091 2.58 238 1.44 0 0 0 0 0 0 0 0 P 12C-0sw 0 0 0 0 0 01 0 0 C F 16B-38ad 0.026 0.050 0_989 074 000 27.99 1.41 0 0 0 0 0 0 0 0 0.00 0 00 0-0-0 0 0 0 49 0 0 0 F 20P=19f 22A-lpl 96 12 336 00 0 6 c) AED excursion 32 0 Envelope loss/gain 973 455 0 0 12 a) Infiltration b) Room ventilation 218 0 69 0 0 0 0 0 13 Internal gains Occupants @ 230 Appliances/other 0 0 0 0 0 5 Subtotal (lines 6 to 13) 1191 525 0 5 14 15 Less external load Less transfer Redistribution Subtotal Duct bads 117% 1 309/6 0 0 0 1191 1 205 0 0 0 525 155 1791. 1 30% 0 0 0 0 1 0 0 0 0 5 1 Total room load Au required (cfm) 1397 59 680 31 0 0 6 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 4-- wrigtitsoft- 2018-Aug-24 13 58 36 Right-Suite® Universal 2018 18 0 27 RSU24009 Page 4 AnasIasialGLW\Lot 51ThornebrookeAnasIaslaGLW rup Calc = MJ8 House laces W wrightsoftRight-M Worksheet 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: Lot5lThomebrookeAnastas... Date: 7/13/18 By: JA 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area mstr we 0 It 9. 3 It heat/cool 5. 5 x 3.5 It 19. 3 ft2 study 105 It 9. 3 It heat/cool 10. 5 x 11.5 it 120 8 ft2 Ty Construction number U- value Blutdit2 ° F) Or HTM Bluh/ flq Area ( fl2) or perimeter (ft) Load Btuh) Area ( ftq or perimeter (ft) Load Bluh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cool 6 Vjl rC y/ I-' 12C- Osw 2A- 2ov 13A- 2ocs 2A- 2ov 0. 091 0. 340 0. 201 0 340 a n 0. 00 0 00 0. 00 0. 00 4. 35 10. 58 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 n n 569 962 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 Vj/ t_ GG 12C- Osw 2A- 2ov 2B- 2fv 0. 091 0. 340 0. 340 e a a 000 0. 00 0. 00 0. 00 0. 00 0. 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V)/ I------ GG 13A- 2ocs 2A- 2omd 2A- 2ov 0201 0 580 0 340 e a a 569 1641 4. 35 16. 85 30. 36 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12C- Osw 2A- 2ov 2A- 2ov 0. 091 0. 340 0. 340 s s s 9. 62 0. 00 0. 00 0. 00 0. 00 0. 00 0. 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 tVV - D 13A- 2ocs 2A- 2ov 2A- 2ov 2A- 2ov 13A- 2ocs 1DO 12C- Osw 2A- 2ov 0201 0. 340 0. 340 0_ 340 0. 201 0. 390 s s s s sw sw- w w 5. 69 9. 62 9. 62 9 62 5. 69 0. 00 0. 00 4. 35 12. 15 12. 15 12. 15 4. 35 99 0. 00 0. 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 98 0 0 3. 9 59 0 0 0 336 0 0 3. 7.4257 0 0 472 0 00000000. 091 0. 340 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 WV 13A-2ocs 0.201 w 5.69 4.35 0 0 0 0 0 0 0 0 W 16A-30ad 0.032 w 0.91 2.38 0 0 0 0 0 0 0 0 P 12C-6sw 0.091 2.58 1.44 0 0 0 0 0 0 0 0 C F 1 M-36ad 201;; 19l 0. 026 0. 050 0. 74 141 00 0 0 0 00 0 0. 00 Q_OQ 0_ 00 0 0 0 0 0 0 Q 0 0 F 22A-tpl 0.989 27.99 19 0 0 121 11 294 0 6 c) AED excursion 0 74 Envelope loss/gain 0 0 1004 803 12 a) Infiltration b) Room ventilation 0 0 0 0 191 0 61 0 13 Internal gains Occupants @ 230 Appliances/ other 0 0 5 0 0 0 Subtotal ( lines 6 to 13) 0 5 1195 864 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 17% 30% 0 0 0 0 0 0 0 0 5 1 17% 300/0 0 0 0 1195 20 6 0 0 0 864 255 Total room load Air required (cfm) 0 0 6 0 1401 60 1119 51 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigF tsoft- 2018-Aug-24 13 58 36 Right- Swte® Universal 2018 18 0 27 RSU24009 ` Page 5 AnaslasialGLW1Lo151ThornebrookeAnaslasiaGLW rup Calc = MJ8 House faces W wrightsoft• Right-JO Worksheet 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: Lot5lThornebrookeAnastas... Date: 7/13/18 By: JA 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area util 65 1t 93 It heat/cool 6.5 x 6.5 it 42 3 Ilz pwdr 12.0 It 9.3 it heat/cool 6.5 x 6.5 It 42.3 f12 Ty Construction number U-value Btuh/Wl *F) Or HTM Btuh/fig Area (ftg or perimeter (it) Load Bluh) Area (ftg or perimeter (it) Load Bluh) Heat Cool Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 0 00 000 0 0 Vf/ G 12C-Osw 2A-2ov 0.091 0.340 n n 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 y/ I- G 13A-2ocs 2A-2ov 0.201 0 340 n n 5.69 9.62 0.00 0.00 0.00 5.69 16.41 9.62 435 1058 0.00 0.00 0.00 4.35 16.85 30.36 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1213-0sw 2A-2ov 2B-2Iv 0.091 0.340 0.340 0.201 0.580 0.340 a a a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A-20cs 2A-2omd 2A-2ov a a a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V F -G G 1213-0sw 2A-2ov 2A-2ov 13A-2ocs 2A-2ov 2A-2ov 2A-2ov 0.091 0.340 0.340 0.201 0.340 0.340 0.340 s s 5 s s s s 0.00 0.00 0.00 5.69 9.62 9.62 9.62 5.69 0.00 000 0.00 0.00 0.00 4.35 12.15 12.15 12.15 4.35 99 0.00 000 0 0 0 0 0 0 0 0 0 271 0 125 00 0-0-0-0- 0 0 208 0 157 0 0 0 0 0 0 0 0 0 61 0 13 0 48 0 0 0 61 5 0 0 55 0 0 0 315 51 0 0 241 64 0 0 13A-2ocs 12C-0sw 2A-2ov 0.201 0.091 0.340 sw w w 0 0 0 0 0 0 0 0 0 W L-G 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 13A-2ocs 7 7 7 7 0.201 w 5.69 4.35 0 0 0 0 51 7 51 292 223 W 16A-30ad 0.032 w 0.91 2.38 0 0 0 0 0 0 0 0 P 12C-0sw 0.091 2.58 1.44 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 074 1.41 0 0 0 0 0 0 0 0 F F 20P_19t 22A-td 0-050 Mti9 0.00 27 99_ 200 0 00 0 42 0 7 00 182 0 0 42 0 0 0 12 336 0 6 c) AED excursion 18 18 Envelope loss/gain 578 347 993 510 12 a) Infiltration b) Room ventilation 118 0 37 0 218 0 69 0 13 Intemal gains Occupants @ 230 Appliances/other 0 0 600 0 0 0 Subtotal (lines 6 to 13) 696 985 1212 580 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 17% 300% 0 0 0 696 120 0 0 0 985 291 170/6 1 30°/, 0 0 0 1212 1 209 0 0 0 580 171 Total room bad Air required (cfm) 816 35 1276 58 1421 60 751 34 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. rk- 2018-Aug-24 13 58 36 Right-Suite® Universal 2018 18 0 27 RSU24009 Page 6 AnastaslalGLW\LO151ThornebrookeAnastaslaGLW rup Calc = MJ8 House faces W wrightsoft Right-JO Worksheet 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: L.ot51ThornebrookeAnastas... Date: 7/13/18 By: JA 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area family nn 35 0 It 9.3 It heaUcool 20.5 x 145 ft 297.3 ft2 dining rm 10.0 It 9.3 it heat/cool 1 0 x 210.0 If 210 0 1t2 Ty Construction number U-value Btul1/ft2 °F) Or HTM Btuh/ftg Area (ftq or perimeter (ft) Load Btuh) Area (Ilz) or perimeter (ft) Load Stuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 VI/ G W Lam, 12C-Osw 2A-2ov 0.091 0.340 n n 0.00 00 0.00 0 00 4.35 10.580 0.00 0 00 0.00 0 0 0 0 0 0 1088 0 0 0 0 0 0 0 0 0 0 0 237 411 13A-2ocs 2A-2ov 0.201 0.340 0.091 0.340 0.340 n n a a a 0 5.69 9.62 0.00 0.00 0.00 191 191 0 832 0 93 39 54 0 310 374 12C-0sw 2A-2ov 2B-2fv 0 0 0 0 0 0 0 0 0 0- 0 O 0 0 0 0 0 0 0 0 0 0 0 0 13A-2ocs 2A-2omd 2A-2ov 0.201 0.580 0.340 a a a 5.69 16.41 9.62 4.35 16.85 30.36 135 72 0 63 72 0 360 1182 0 275 1213 0 0 0 0 0 0 0 0 0 0 0 0 0 12C-0sw 2A-2ov 2A-2ov 0.091 0.340 0.340 s s s 0.00 0.00 0.00 0.00 0 00 0.00 0 0 0 0 0 0 0. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A-2ocs 2A-2ov 2A-2ov 2A-2ov 0.201 0.340 0.340 0.340 s s s s 5.69 9.62 9.62 9.62 5.69 1 04 4 35 12.15 1215 12.15 4.35 11.99 0 00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A-2ocs DO 12C-0sw 2A-2ov 0.201 390 0.091 0 340 sw sw_ w w 0 0 0 0 0 0 0 0 0 0 0 0 W G 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 13A-2ocs 0.201 w 0.00 5.69 4.35 0 0 0 0 0 0 0 0 W 1EA-30ad 0.032 w 0.91 2 38 0 0 0 0 0 0 0 0 P 12C-0sw 0.091 2.5B 1.44 0 0 0 0 0 0 0 0 C 168-38ad 0.026 0.050 0.74 1 41 0.00 0 0 0 0 0 0 0 0 0 0 0 0F200,-191 0 0 0 0 F 22A-W 0.989 27.99 0 00 297 35 980 0 210 10 280 0 6 c) AED excursion 197 54 Envelope loss/gain 3609 2124 963 594 12 a) Infiltration b) Room ventilation 637 0 202 0 182 0 58 0 13 Internal gains Occupants @ 230 Appliances/other 4 920 0 1 230 0 Subtotal (lines 6 to 13) 4247 3245 1145 882 14 151 Less external load Less transfer Redistribution Subtotal Duct loads 1 179 30'/ 0 0 0 4247 732 0 0 0 3245 960 17% 30% 0 0 0 1145 198 0 0 0 882 261 Total room load Air required (cfm) 4979 212 4205 190 1343 57 1143 52 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigFstsoft- 2018-Aug-24 13 58 36 Right-Sude® Universal 2018 18 0.27 RSU24009 Page 7 AnastaslalGLW\Lot5lThornebrookeAnastasiaGLW rup Calc = MJ8 House faces W wrightsoft' Right-M Worksheet 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: Lot5lThornebrookeAnastas... Date: 7/13/18 By: JA 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area pantry 0 it 9.3 It heal/cool 6 0 x 3 5 It 21 0 112 kitchen 194 it 93 It heat/cool 1.0 x 308.0 it 3080 Itz Ty Construction number U-value Bluh/fl? °F) Or HTM Btuh/ftq Area (ftq or perimeter (It) Load Btuh) Area (ftz) or perimeter (it) Load Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 y! t-G 12C-Osw 2A-2ov 0.091 0.340 n n 0.00 0.00 0 00 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V)I Ili 13A-2ocs 2A-2ov 0.201 0 340 n n 5.69 9.62 4.35 10.58 0 0 0 0 0 0 0 0 135 0 135 0 770 0 589 0 11 V - 12C-Osw 2A-2ov 213-21v 13A-20cs 2A-2omd 2A-2ov 0.091 0.340 0.340 0.201 0 580 0 340 a a a a a a 0.00 0.00 0.00 5.69 16.41 9.621 0.00 0.00 0.00 4.35 16.85 30.360 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 v I--C G TE 13A-2ocs 12C-0sw 2A-2ov 2A-2ov 2A-2ov 2A-2ov 2A-2ov 0.091 0.340 0.340 0 201 0 340 0.340 0.340 s s s s s s s 0.00 0.00 0.00 5.69 9.62 9.62 9.62 0.00 0.00 0.00 4.35 12.15 12.15 12.15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W, - Q 13A-2ocs 12C-0sw 2A-2ov 0.201 Q. 0 091 0 340 sw w w 5.69 11 0.00 4.35 11 0.00 0.00 0 0 0 0 0 0 0 46 23 24 23 134 250 102 272 Y-G0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W W 13A-2ocs 0.201 0.032 w w 5.69 0.91 M 2.38 0 0 0 0 0 0 0 0 0 16A-30ad 0 0 0 0 0 0 0 P 12C-Osw 0.091 2.58 1.44 0 0 0 0 0 0 240 12 240 12 619 9 347 17C F 16B-38ad 20P-191 OA26 0.050 0.989 0.7-4 1.41 00 0. 0•QO 0 0 0 0 0 308 0 19 0 543 0 0FMN-tpi 27.99 0_00 21 0 0 6 c) AED excursion 0 151 Envelope loss/gain 0 0 2325 1176 12 a) Infiltration b) Room ventilation 0 0 0 0 354 0 112 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 5 0 0 1200 Subtotal (lines 6 to 13) 0 5 2679 2488 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 17% 30% 0 0 0 0 0 0 0 0 5 1 17% 30% 0 0 0 2679 462 0 0 0 2488 736 Total room load Air required (cIm) 0 0 6 0 3141 134 3224 146 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2018-Aug-24 13 58 36 Right-Sude® Universal 2018 18 0 27 RSU24009 Page 8 AnaslasialGLW\Lo151ThornebrookeAnaslasiaGLW rup Calc = MJ8 House faces W wrightsoftRight-JO Worksheet ahu 2 DEL - AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone. 407-333-2665 Fax 407-333-3853 Web WWW.DEL-AIR COM Job: Lot5lThomebrookeAnastas... Date: 7/13/18 By: JA 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area ahu 2 169 0 It 90 It 14693 ft2 rm 2 39. 5 It 9. 0 It heaUcool 14. 5 x 155 It 224. 8 Itz Ty Construction number U- value Btuh/ fl2-°F) Or HTM Btutdflg Area ( It2) or perimeter (ft) Load Btuh) Area ( ftq or perimeter (II) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cod 6 y/ W I- G 12C- Osw 2A- 2ov 0. 091 0. 340 0201 0 340 n n 2. 58 9. 62 0. 00 0. 00 2. 34 10 58 0 00 0. 00 491 30 461 0 1186 289 1079 317 86 0 86 0 220 0 200 0 13A- 2ocs 2A- 2ov n n 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 Val 12C-0sw 2A- 2ov 2B- 21v 0. 091 0. 340 0. 340 e a a 2. 56 9. 62 9. 62 2. 34 3036 30. 36 270 30 40 2W 0 0 515 289 385 469 911 1214 140 30 0 110 0 0 282 289 0 257 911 0 f- CG 13A- 20cs 2A- 2omd 2A- 2ov 0201 0. 580 0. 340 a a a 0. 00 0. 00 0 00 2. 58 9. 62 9. 62 0. 00 0. 00 0 00 2 34 10. 58 10. 77 0 0 0 0 0 0 0 0 0 0 0 0 1100 63 162 0 0 0 131 0 0 0 0 00 0 0 6 0 0 12C- 0sw 2A- 2ov 2A- 2ov 0. 091 0. 340 0. 340 s s s 491 6 15 470 6 13 1209 58 144 131 0 0 336 0 0 306 0 0 13A- 2ocs 2A- 2ov 2A- 2ov 2A- 2ov 0. 201 0 340 0. 340 0 340 0201 0. 3 0 091 0 340 s s s s sw w- w w 0. 00 0. 00 0. 00 0. 00 0. 00 0, 00 2. 58 9. 62 0 00 0. 00 0. 00 0. 00 0. 00 Q_ 00 2. 34 30. 36 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A- 2ocs 12C- 0sw 2A- 2ov 0 0 0 0 0 0 O 0 0 0 0 0 Vj/ G 270 30 240 0 618 289 0 562 911 0 0 0 0 0 0 0 0 W 13A-2ocs 0.201 w Y. 0-00.00 0 0 0 0 0 6-0 W 16A-30ad 0 032 w 0.00 6AO 0. 00 6. W0 0 0 0 0 0 0 0 0 0 P 12c-Qsw 0.091 0 0 0 0 0 0 C F 16B- 38ad 20P- 1 0 026 0. Q5_0 0. 74 1.41 1469 1469 10.81 2.072 9 225 0 225 0 165 Q 317 0 1.41 0 7113 0 13 0 18 00 F22A_lpl 0.989 T 0 00 0-00 0 0 0 0 6 c) AED excursion 0 71 Envelope loss/gain 6080 8870 1292 2062 12 a) Infiltration b) Room ventilation 2968 0 940 0 694 0 220 0 13 Internal gains Occupants @ 230 Appliances/ other 0 0 600 0 0 0 Subtotal ( lines 6 to 13) 9048 10410 1986 2281 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 470/6 65% 0 0 0 9048 4296 0 0 0 10410 6761 47°/, 65/ 0 0 0 1986 943 0 0 0 2281 1482 Total room load Air required (cfm) 13344 840 17171 840 2929 184 3763 184 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigF tsoft- 2018-Aug-24 13 58 36 Right- Suite® Universal 2018 18 027 RSU24009 Page 9 AnastaslalGMW151ThornebrookeAnastasiaGLW rup Calc = MJ8 House laces W wrightsofr Right-JO Worksheet ahu 2 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407-333-2665 Fax 407.333-3853 Web WWW DEL -AIR COM Job: Lot5lThornebrookeAnastas... Date: 7/13/18 By: JA 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area bth2 9.0 it 9.0 it heat/cool 9.0 x 6.0 it 54 0 ft2 bth 3 11.5 1l 9.0 it heat/cool 11 5 x 6.0 It 69.0 I12 Ty Construction number U-value Btufdit? °F) Or HTM Btu It') Area (ft2) or perimeter (It) Load Btuh) Area (ft2) or perimeter (It) Load Btuh) Heat Cod Gross N/P/S Heal Cool Gross N/P/S Heat Cod 6 0 091 0.340 n- n 2.58 962 2 34 1058 0 0 VjJ C 12C-Osw 2A-2ov 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V1/ 6 13A-2ocs 2A-2ov 0.201 0 340 e n 000 000 000 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 W 12C-0sw 2A-2ov 2B-21v 13A-2ocs 2A-2omd 2A-2ov 0.091 0.340 0.340 0201 0 580 0 340 a a e e a e 2.58 9.62 9.62 000 0.00 000 2.34 30.36 30.36 0.00 0.00 000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 G TE 13A-2ocs Y13 12C-Osw 2A-2ov 2A-2ov 2A-2ov 2A-2ov 2A-2ov 2 s 11D0 0.091 0.340 0.340 0.201 0.340 0.340 0.340 6.201 0.390 s s s 2.58 9.62 9.62 0.00 0.00 0.00 0.00 000 0.00 258 9.62 2.34 10.58 1.0.77 0.00 0.00 0.00 0.00 TO 00 81 6 0 0 0 0 0 75 6 0 193 58 0 176 63 104 0 104 0 0 267 0 0 243 0 0 s s s s_ sw sw_ w w 0 0 0 0 0 0 0 0 0-0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Q 0 0 0 0 0 0 0 0 0 y/ I-G 12C-Osw 2A-2ov 0.091 0.340 00 234 30.36 0 0 0 01 0 0 0 0 0 0 0 0 0 0 0 0 W W 13A-2ocs 16A-30ad 0.201 0.032 w w 0.00 000 0.00 0.00 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 P C 12C-Osw 16B-38ad 0.091 0.026 0.050 0.989 0.00 0 74 0.00 1 41 0 5.4 0 0 0 0 0 0 0 0 54 40 76 69 0 69 0 51 0 97 0F F 20P_19t 22A-td 1 41 0 00 0 71 0 00 0 0 0 0 0 0 0 0 0 0 0 6 c) AED excursion 40 44 Envelope loss/gain 291 275 317 295 12 a) Infiltration b) Room ventilation 158 0 50 0 202 0 64 0 13 Internal gains. Occupants Co) 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 449 325 519 359 14 15 Less external load Less transfer Redistribution Subtotal Duct bads 1471% 65 % 0 0 0 449 213 0 0 0 325 211 47%, 55% 0 0 0 519 247 0 0 0 359 233 Total room load Au required (clm) 662 42 537 26 766 48 593 29 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. w"t .>ft- 2018-Aug-24 13 58 36Q:- " "!:!"-"'"'--"^"' Right -Suite® Universal 2018 18 0 27 RSU24009 Page 10 AnaslasialGLW\Lo151ThornebrookeAnastasiaGLW rup Calc = MJ8 House faces W wrightsoft• Right-J® Worksheet ahu 2 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407-333-2665 Fax 407-333-3853 Web. WWW.DEL-AIR.COM Job: Lot5lThornebrookeAnastas... Date: 7/13/18 By: JA 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area rm 4 28 0 it 9.0 It heat/cool 14.0 x 14.0 it 196.0 ftz rm 3 wic 70 It 9.0 It heat/cool 9.5 x 5 0 it 47.5 ftz Ty Construction number U-value Bluh/fiz'F) Or HTM BtutVflg Area (flq or perimeter (it) Load Btuh) Area (fig or perimeter (it) Load Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 y1 G 12C-Osw 2A-2ov 0.091 0.340 a n 2.58 9.62 2.34 10 58 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 W l-G 13A-2ocs 2A-2ov 12G0sw 2A-2ov 0 201 0.340 n n 0.00 0. 00 2.58 9.62 9.62 000 0.00 2.34 3036 30.36 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0.091 0.340 0.340 a a a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vu LAC; 2B-2fv 13A-20cs 2A-2omd 2A-2ov 0.201 0.580 0.340 a a a 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 f-G G 12C-Osw 2A-2ov 2A-2ov 0.091 0.340 0.340 s s s 2.58 9.62 9.62 2 34 10 58 10.77 126 0 15 111 0 13 286 0 144 260 0 162 18 0 0 18 0 0 46 0 0 42 0 0 G 13A-2ocs 2A-2ov 2A-2ov 2A-2ov 13A-2ocs 1 DO 1213-0sw 2A-2ov 0.201 0.340 0.340 0.340 0.201 0.390 0.091 0.340 s s s s 0.00 0.00 0.00 0.00 0.00 00_ 2.58 9.62 000 0.00 000 0.00 0.00 0.00 2 34 30361 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 sw sw_ w w 0 0 0 0 0n 0 0 0 0 0 Q 126 15 111 0 286 144 260 455 45 0 45 0 116 0 105 0 W 13A-2oos 0.201 w 0.00 0.00 0 0 0 0 0 0 0 0 W 16A-30ad 0.032 w 0.00 0 00 0 0 0 0 0 0 0 0 P 12C-0sw 0.091 0.00 0.00 0 0 0 0 0 0 0 0 C F 16B-38ad 0.026 0.74 1.41 141 0.71 1_96 0 1.96 0 14.4 0 276 0 48 48 35 67 20P-19t 0.050 11 11 16 8 F 22A-Ipf 0_989= 0.00 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 0 29 Envelope loss/gain 1005 1414 213 194 12 a) Infiltration b) Room ventilation 492 0 156 0 123 0 39 0 13 Internal gains Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 1497 1570 336 233 14 Less external load Less transfer Redstribution Subtotal Duct loads 471/6 651/6 0 0 0 1497 711 0 0 0 1570 1020 47% 65% 0 0 0 336 1 160 0 0 0 233 151 r Total room load Art requred (cfm) 2207 139 2589 127 496131 384 19 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wr!V"ts rc- 2018-Aug-24 13 58 36 ZcA Right -Suite® Universal 2018 18 0 27 RSU24009IKPage11 Anastasia lGLW\Lot 51ThornebrookeAnaslaslaGLW rup Calc = MJ8 House laces W wrightsoft• Right-M Worksheet ahu 2 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone, 407-333-2665 Fax. 407-333-3853 Web WWW DEL-AIR.COM Job: Lot5lThornebrookeAnastas... Date: 7/13/18 By: JA 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area rm 3 24.0 it 90 It heat/cool 13.0 x 11.0 it 143 0 ft2 loft 11.5 it 9.0 It heat/cool 11.5 x 11.0 it 126 5 ft2 Ty Construction number U-value BIUNJI? °F) Or HTM Btuh/ft2) Area (ftq or perimeter (It) Load Btuh) Area (Ilq or perimeter (it) Load Btuh) Heat Cool Gross N/P/S Heal cod Gross N!P/S Heat Cod 6 y/ C 12C-Osw 2A-2ov 0 091 0 340 0201 0.340 n n 2.58 9.62 0.00 000 234 10.58 000 0.00 117 0 117 0 301 0 274 030 104 74 0 189 289 172 317 j C 13A-2ocs 2A-2ov n n 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 T 12C-0sw 2A-2ov 2B-21v 0.091 0.340 0.340 e. a a 2.58 9.62 9.62 2.34 30.36 30.36 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vfl I--r- G 13A-20cs 2A-2omd 2A-2ov 12C-0sw 2A-2ov 2A-2ov 0.201 0.580 0.340 a a e 0.00 0.00 000 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.091 0.340 0.340 s s s 2 58 9.62 9.62 2.34 10.58 10.77 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A-20cs 2A-2ov 2A-2ov 2A-2ov 0.201 0.340 0.340 0.340 s s s s 0.00 000 0.00 000 0-00 00 2.58 9.62 0.00 0.00 000 000 0.00 0.00 234 3036 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W fZ 13A-2ocs 12C-0sw 0.201 390 0 091 0.340 sw w w 0 0 0 0 o 00 0 0 0 0 0 Y_G2A-2ov 99 15 84 0 216 144 197 455 0 0 0 0 0 0 0 0 W 13A-2ocs 0.201 w 0.00 000 0 0 0 0 0 0 0 0 W 16A-30ad 0 032 w 0.00 000 0 0 0 0 0 0 0 0 P 12C-0sw 0 091 0-00 0.00 0 0 0 0 0 0 0 0 C F 1613-38ad M_191 0.026 0.050 0.74 1.41 1.41 0.71 143 1 143 1 105 2 202 1 127 127 93 178 0 0 0 0 F 22A-td 0.989 0.00 000 0 0 0 00 0 0 0 6 c) AED excursion 100 81 Envelope loss/gain 769 1229 571 588 12 a) Infiltration b) Room ventilation 421 0 133 0 202 0 64 0 13 In[emal gains Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 1190 1362 773 652 14 Less external load Less transfer Redistribution Subtotal Duct loads 1 470/6 65% 0 0 0 1190 1 565 0 0 0 1362 885 47/6 65% 0 0 0 773 367 0 0 0 652 423 r Total room load Air required (clm) 1755 111 2247 110 1140 72 1075 53 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. rw wrightsoft- 2018-Aug-24 13 58 36 Righl-Suite® Universal 2018 18 0 27 RSU24009 Page 12 AnaslasialGLW\Lol51ThornebrookeAnastasiaGLW rup Calc = MJ8 House laces W wrightsoftRight-J® Worksheet ahu 2 DEL - AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax 407-333-3853 WebWWW.DEL-AIR COM Job: Lot5lThomebrookeAnastas... Date: 7/ 13/18 By: JA 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area open to below 35.0 It 9.0 It heat/cool 20.5 x 14.5 It 297.3 f12 stars 35 it 9.0 It heat/cool 1.0 x 311.3 It 311.3 ft2 Ty Construction number U- value Btuh/ft2-• F) Or HTM Btuh/ft2) Area (1l2) or perimeter ( It) Load Btuh) Area ( fl2) or perimeter ( it) Load Bluh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 0. 091 0.340 n n 2. 58 9.62 VI/ G 12C- Osw 2A-2ov 234 10. 58 185 0 185 0 475 0 432 0 0 0 0 0 0 0 0 0 13A- 20cs 2A-2ov 0.201 0 340 n n 0. 00 0.00 0.00 0.00 ZM 30. 36 30.3640 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vfj j G C 12C- Osw 2A-2ov 2B-2fv_ 0.091 0.340 0 340 0.201 0.580 0 340 e a a e a e 2. 98 9.62 9_62 000 0. 00 000 131 0 91 0 0 233 0 385 212 0 1214 0 0 0 0 0 0 0 0 0 0 0 0 13A- 2ocs 2A-2omd 2A-2ov 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12C- Osw 2A-2ov 2A-2ov 13A-2ocs 2A-2ov 2A-2ov 2A-2ov 13A-2ocs 0.091 0.340 0.340 0201 0. 340 0 340 0.340 s s s- s s s s 2. 58 9.62 962 0. 00 0.00 000 0. 00 2.34 10.58 10.77 0.00 000 000 0. 00 0 0 0 0 0 0 PTO 0 0 0 0 0 32 0 0_ 32 0 0 81 0 0 74 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0. 201 390 sw w 0- 0o 2 o0 0 0 0 0 0 0 0 0 y/ L-- G 12C-Osw 2A-2ov 0.091 0.340 w w 2. 58 9.62 2.34 30.36 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 13A- 2ocs 0.201 w 0.00 0.00 0 0 0 0 0 0 0 0 W 16A- 30ad 0.032 w 0.00 0.00 0 0 0 0 0 0 0 0 P 12C- Osw 0.091 0.00 0.00 0 0 0 0 0 0 0 0 C F 16B- 38ad 20P-1_ 22A_tpl 0.026 O.050 0.989 0.74 1.41 297 297 219 419 311 311 229 0 439 0 1. 410.00 0.71 0.00 0-0 0 0 0 0 Q F 0 0 0 0 0 0 0 6 c) AED excursion 81 59 Envelope loss/ gain 1312 2359 310 454 12 a) Infiltration b) Room ventilation 615 0 195 0 61 0 19 0 13 Internal gans. Occupants @ 230 Appliances/other 0 0 600 0 0 0 Subtotal ( lines 6 to 13) 1926 3154 372 474 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 47% 65% 0 0 0 1926 915 0 0 0 3154 2048 47% 65% 0 0 0 372 176 0 0 0 474 308 Total room load Au required ( clm) 2841 179 5202 254 548 34 781 38 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigh.lttof[- 2018-Aug-24 13 58 36 Right-Suite( g) Universal 2018 18 0 27 RSU24009 Page 13 AnastasialGLW\Lot5lThornebrookeAnastasaGLW rup Calc = MJ8 House faces W Duct System Summary Job: Lot5lThornebrookeAna... wrightsoft' y y Date: 7113/18 ahu 1 By: JA 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 479 Rocky Grove 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 0.151 in/100ft 840 cfm Cooling 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.151 in/100ft 840 cfm 159 ft Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Mad Actual Ln (ft) Ftg.Egv Ln (ft) Trunk dining rm h 1343 57 52 0.201 6.0 Ox 0 VIFx 27.1 92.0 SO family rm h 4979 212 190 0.187 9.0 Ox 0 VIFx 36.2 92.0 SO kitchen C 3224 134 146 0.218 8.0 Ox 0 VIFx 18.0 92.0 SO mstr bth h 1397 59 31 0.163 5.0 Ox 0 VIFx 40.3 107.0 st3 mstr rm C 6188 223 279 0.151 8.0 Ox 0 VIFx 52.0 107.0 st3 mstr we C 6 0 0 0.166 4.0 Ox 0 VIFx 37.5 107.0 st3 mstr wic c 6 0 0 0.162 4.0 Ox 0 VIFx 41.1 107.0 st3 pantry C 6 0 0 0.215 4.0 Ox 0 VIFx 19.6 92.0 SO pwdr h 1421 60 34 0.204 5.0 Ox 0 VIFx 25.5 92.0 SO study h 1401 60 51 0.168 6.0 Ox 0 VIFx 36.2 107.0 st3 Wit c 1276 35 58 0.204 5.0 Ox 0 VIFx 25.5 92.0 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 342 361 0.151 662 10.0 0 x 0 VinlAx SO SO Peak AVF 840 840 0.151 602 16.0 0 x 0 VinlFlx Wrightsoft- 2018-Aug-24 13 58 38 w._,•.,.... Right -Suite® Universal 201818 0 27 RSU24009 Page 1 AnastasialGLW\LotSlThornebrookeAnastasiaGLW rup Calc = MJ8 House faces W Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rb3 Ox 0 840 840 0 0 0 0 Ox 0 VIFx wrightsoft- 2018-Aug-24 13 58 38 ACA..,. w _ .., ., Right -Suite® Universal 2018 18 0 27 RSU24009 Page 2 AnaslasialGLW\Lot5lThornebrookeAnastasiaGLW rup Calc = MJ8 House faces W Duct System Summary Job: Lot5lThornebrookeAna... wrightsoft' Date: 7/13/18 ahu 2 By: JA 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 479 Rocky Grove Lane, Sanford, FL 32771 External static pressure Pressurelosses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.202 ir>/100ft 840 cfm Cooling 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.202 irJ100ft 840 cfm 119 ft Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Mail Actual Ln (ft) Fig.Egv Ln (ft) Trunk b1h 3 h 766 48 29 0.311 4.0 Ox 0 VIFx 7.1 70.0 bth2 h 662 42 26 0.318 4.0 Ox 0 VIFx 5.5 70.0 loft h 1140 72 53 0.203 7.0 Ox 0 VIFx 33.0 85.0 st2 open to below c 2601 89 127 0.274 6.0 Ox 0 VIFx 17.5 70.0 open to below -A c 2601 89 127 0.286 6.0 Ox 0 VIFx 14.0 70.0 rm 2 h 2929 184 184 0.270 7.0 Ox0 VIFx 18.8 70.0 rm 3 h 1755 111 110 0.206 6.0 Ox 0 VIFx 31.5 85.0 st2 rm 3 wic h 496 31 19 0.202 4.0 Ox 0 VIFx 33.7 85.0 st2 rm 4 h 2207 139 127 0.281 7.0 Ox 0 VIFx 15.5 70.0 stairs c 781 34 38 0.306 6.0 Ox0 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 213 181 0.202 483 9.0 0 x 0 VinlFlx Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rb2 Ox 0 840 840 0 0 0 0 Ox 0 VIFx wrightsoft- 2018-Aug-24 13 58 38 Right -Suite® Universal 2018 18 0 27 RSU24009 Page 3 Anas[as ialGLW\Lot 51ThornebrookeAnastaslaGLW rup Calc = MJ8 House faces W s , FROM WALL Y BLDR MIN I 1 C I bYD I 1 bYD,1- I Y\II IYI \C`t• I a F Nutone 696 w/fan to wall cap scale 9/8"1'D• bldr Opbornby BOND plea 2.0 TON v/skv e2+0v Ivgt;s 280 Q rn w awn e CALI. TOP O I O O I r1/I I' a Maill m K lso J L IOx6 Iz Iz S.uaM. r— i(Z)LAW DA' rGATHERRe{GROOM I //- I II O Transfer tlucSs/pprr Yles sized Ins-aweri J1 canplhnce .Ith florNa Re sltlentit iulldlnp Code - R1602.+ olonc.d Return Alr, except.ns 1-3. lukder nust provide unrestricted 1 Inch undercut on doors to habitable I uTone b7bKNB fan o wall cap bath duct PW_Hi wu. n r-.• wvMrO ` lHAr[.d i.puW MGI I D { rn V a-'- I L• e I I vvi IfMxGA5GE y..• nT .T t q ply 1 r I ti l I _ oy I u.ENT14rt QI 14xa 1 c O O to .. 11 cop 7• Yltchen vent Must have a nlnlnun cleorance of 4 Inches around the air handler per the State Energy code. All duct has on r 6 Insulatlon value. 0 Rating 4- 6 CCU V L sL > L z y CO X Q Ln C) — 01 Z 0 W V Q o 7: 7) o ry 174- a' Q m o O F- Z U J I) cl Q Z S F-- Q to v0 L o N m LU z o z Jo w 3 Q F m H Q 5 J O Z:) I Cr m EL J cn 0 C) o as o yes. -0arc i :7.: r6 nx r. 4,C F6 s+ :o:o v: al: w J SI JJ 41 u, ': i.F••.Wil Hl.nb tiV Jl Y JIb CIW.FC-JGER 94CF-IPA LLEO i'I E-IIG SK:FEVI S'I Je FriM F6 I Nutone 696RNB w/fan scole l/6••r0• to roof cap Transfer ducts/prllles sized In bldr _Pal— slth Florida Residential platform by 3 ' bath duct wuwnp Cade - M1602 + lalanced I6x10 Dlen Return Alr• .— tlons 1-3 WAder TOM V/5KV 02e0V 11 ust provide .—tr ted 1 I h iJH _ nunder-t on doors to I w n une..0 / `o BEDROOM 2 7 — r-d —T x16 rap 1836 i.cd Ip F I IA y 2x12 °p 0' 6' t10.6 1s2 d ]Ox6 1125 F — / I O` I - I 9 III t 7' REOROOM 4 r-r.,. —T 7• 12x6 Ie[A-P rur 130 astP rap Must have a minimum clearance of 4 Inches around the air handler per the State Energy code. All duct has an r=6 Insulation value Z 0 w Y Q o Q O Z o U I— Q LO Rating zz L Co w > o z o z LU 3 J Q H co Q O J O 5 Q ma_ —i C/)00 3" WAST'ESTACK FROM 21YD FLOOR TEI MRVP1M NG TO THE ISF 'FLOOR _ AA_lr co o - _ = TAYLOR MORRISON HOMES THORNBROOKE S.F. CA __ ,_ HOUSE TYPE: ANASTASIA _:--- a - - z5, LOT 51 1ST FLOOR 5 j TAYLOR MORRISON HOMES THORNBROOKE S.F. HOUSE TYPE: ANASTASIA LOT 51 2ND FLOOR lesTV It J, I O SCRIPTION AS FURNISHED: Lot 51, THORNBROOKE PHASE 1, as recorded in Plat Book 7797Pages' 3 hru 7, Public Records of Seminole County, Florida. RECORD COPY pp PLOT PLAN FOR/CERTIFIED TO: Taylor Morrison of Florida, Inc. 1 WHITE CEDAR ROAD Ok to construct single family home 80' R/W) with setbacks and impervious area shown on plan. Ar1aS4-r4;aB.B.)S 00009' 03" E CL C- y 3%y kSl230.20' XPI' D=90'09'45" LANDSCAPE, WALL, & R=25.00' A, FENCE ESMT. S 00'09_0E 19. 80' 26.50' C= 35. 41 ' LOT 51 ti 17.79' CB=N 44'55' 50" E y? 3.0'x3.0' r AC ( 2-TYP.) fir• 5. 20' 15. 7' 6 COVERED 20. 00' PATIO5. 20' -- 14. 3' Y PROPOSED RESIDENCE z N U MODEL: ANASTASIA 2 CAR GARAGE LEFT o 00, 5 LW rr fr LOT 50 LO p n Iq J o co 001 0 Co W Z IV 5' Oo19.I6'TRY rEN7' 19. p4' a U O71 . 3' L 5. 20' 16' I r DRIVE 25. 20 5.20' T- 10' UTIL. ESMT. 5' CONC.1 WALK S 00009' 03" E 30. 00' 0" 06BIG SPRING TERRACE 50' R/W) TRACT G PR•;) PO SI-D = FINISHED SPOT GRADE ELEVATION Lit U IIIAINACE PLANS BUILDING SETBACKS: PROPOSED DRAINAGE FLOW FRONT = Lill' GRADING TYPE A 5' REARPROPOSED F.F. PER PLANS - 26.5' SIDE - 5.0.0' PROPOSED GRADE PER CONSTRUCTION PLAN ++ SIDE CORNER = 10' 1)= 89'50' 15" ON LOT AREA CALCL R= 25.00' LOT 6,344 LIVING 1,467 L= 39.20' GARAGE 455 C= 35.31 ' ENTRY 71 CB= S 45'04' 10" E LANAI - 139 BREEZEWAY N/A DRIVEWAY 403 A/ C PAD 18 WALKWAY 70 IMPERVIOUS= 41.3 2, 623 snn T 791 SQ. FI SO. FI SO. FI SQ. F7. SQ. FT SO FT. SQ. 1-1SO. F-7 SOFT x SQ. FT R/ W 1,957 SO.F7. APRON 110 SQ.FT PLOT PLAN ONLY* SIDEWALK 851 o F: NOT A SURVEY) `I SOD 996 SO. FT. PROPOSED INFORMATION SHOWN AREA 8,SU1 S(1 F"1. BASED ON SUPPLIED PLAN DRIVEWAY 513 SO.FI AND/ OR INSTRUCTIONS PER SIDEWALK 921 SOFT CLIENT NOT FIELD VERIFIED SOD 4,717 SO.F, UYR U,S yVff -M? - SC'OTT E1C. A ASISO C• , INC. - LAND SUR VL'.YOR,.S Ct LE , LNp - ND - LEGEND LEGSPni 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 PLAT POINT ON LIME NOTES: F I i- FIELD IRON PIPEIRO TYP. R. C. TYPICAL POINT OFREVERSECURVATURE 1. THE UNDERSIGNED DOES HEREBY CEFIRFY THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY I ROD PL.C, POINT OF CDWWND CURVATURE THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 5J-17 OF THE FLORIDA ADMINISTRATIVE CODE. Ch T IR. CONCRETE MWUMENT 1/2' IR../ILB 4596 RAD. N.R. RADIAL NDN-RADIAL2. UNLESS EMBOSSED WITH SURVEYOR'S SFAL, THIS SURVEY IS NOT VALID AND IS PRESENTED FOR INFDRMABONU. PURPOSFS ONLY. RI-C RECOVERED V.P. WITNESS POINT 3. THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR, THERE MAY BE 077IER RESTRICTIONS P II. 2 PDC POINTOF BEGINNING PDINi f1i CDMMCNCCMENT CALC. CALCULATED PERMANENT REFERENCEMONUMENT OR EASEWENTS THAT AFFECT THIS PROPERTY. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOG7ED UNLESS OTHERWISE SHOWN. NI D RANI EL LDISK r.F FF, BSL. FINISHEDFLOOR ELEVATION BUILDING SETBACK LINE 5. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTRY. I RIGHT- OF--Vnr B1L BENCHMARK 6 DIMENSIONS SHOWN MR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES M CASEMENT 1,9. BASE BEARING 7. BEARINGS, ARC BA.SEO ASSURED DATUM AND ON THE LINE SHOWN AS BASE BEARING (B. B.) V111 DRAINAGE UTILITY 5. ELEVATIONS. IF SHOWN, ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929, UNLESS OTHERWISE NOME). C I. J f vlll:. DV•I, P.T. CHAIN LIMY. FUICC VDDD FCNCC CUNCRCTE DLUCK POINT BIT CURVATURE POMT DT TANGENCY 9. CERTIFICATE OF AUTHORIZATION No. 4506. - SCALE — I' 20- DRAWN BY: ••• CERTIFIED 8Y: DATE ORDER No. D[ s[ R DESCRIPTION nRDIUENGTH PLOT PLAN 08-20-16 5483-10 D DELTA CHORD 1; V: CIIDRD BEARING NORTH 10:3 OUILDING/ PROPERTY DOES . NOT LIE WITHIN -- - -- - -- - - — - - - -- THE ESIABLISHFD 100 YEW FLOOD PLANE AS PER 'FIRM' TOM X. GRUSENMFYER, R.L.S. / 4714 ZONE •X" MAP / 12117C 0055 F. JAMES W.SCOTT, R.L.S 1 4807 STATE CERT .LIC EC13003715 ELECTRICAL SERVICES, INC. HOLDER: JOSEPH STRADA 3400 St Johns Pkwy STRADAN NEC 2011/FBC 107 SANFO 877-906-1-111313 ELECTRIC • SECURITY ELECTRICAL LOAD CALCULATIONS UPDATED 5-8-2012 MODEL ANASTASIA BUILDER TAYLOR MORRISON SUBDIVISON VOLT/AMPS LARGEST LOAD HEAT PUMPS W/SUPPLEMENTAL HEAT 15572 Includes Heat Pump and Heat Strips on together @100% Square feet living area 25851 3 voll/am s 1 7755 Small Appliance Circuits 3 4500 Laundry Circuit 1 1500 Dishwasher 1 1500 Water Heater 1 4500 Range 1 8000 Oven 0 Cooktop 0 Microwave 1 1 100 Dryer 1 5000 Disposal 1 500 Pool 0 TOTAL OTHER LOAD 34355 FIRST 10KVA@100% 10,000 REMAINDER @ 40% 9742 LARGESTLOAD 15572 TOTAL LOAD F 35 314 VA./ 240VOLTS= 1 147 SIZE RECOMMENDED Zoo MINIMUM PER 150 SERVICE SIZE: NEC 2 2 5 3 3! 41 51 4032 5040 5280 6168 1 6888 1 8160 10000 10000 10000 8000 8000 10000 6500 0 6500 0 6500 0 5200 0 5200 0 6500 0 0 KW SETUP 0 TON OTY KW 1.5 2990 5000 3250 0 2 1 4032 5000 3250 7282 25 1 5040 5000 3250 8290 3 5280 5000 3250 0 35 6168 5000 3250 0 4 6888 5000 3250 0 5 5 KW SETUP 8160 5000 3250 0 15572 POOL PREWIRES OTY AMPS 301 24010 60 2401110 100 240 0 0 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 R1 RECORD Copy City of Sanford Building and Fire Prevention Product Approval Specification Form Permit # Project Location Address O0LD NG 3 7 2 2 ( 6, ANFORD Anastacia TBK 51 Pn ring Terrace 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) 1. Exterior Doors Swinging herma Tru Swinging Ext. Door (front door) FL20461-113 Sliding MI Windows Sliding Ext. Door (Standard SGD) FL15332.9 Sectional Windsor Garage Doors Sectional Ext. Door Dbl, single FL15080.113 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 FL18644.04 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-R3 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4.Roofing Products Asphalt Shingles CertainTeed Shingles FL5444-R13 Underla ments Rhino Linings Corp Coatings FL21842-R1 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Millennium MMI-2 Off Ridge Vent FL19567-R1 Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6.Skylights Skylights Other 7. Structural Component Wood Connectors Anchors Truss Plates ITW Bldg Components Truss Plates FL1999-116 Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Commercial Concrete Precast FL1774-R5 Insulation Forms Quality 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 14'-4' 15'-A' THIS IS A TRUSS PLACEMENT PLAN. ITS INTENDED TO AID IN THE I NOTE: L 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 ATION OF TRUSSES. ENGINEERED TRUSS DRANANGS AND TILE ROOF RECORD COPY 6 HEEL•4-3/1 ----_ 0 PLUMB 12 3/4' SUBFLOOR TRUSS tIt1D 4' FOR PLYW000. WALL HT. BASED ON 9'-4- A.F.F. ILo Nc SANFORD O AgRwl 2 REFER TO PACK FOR CONNECTION. CJ5 0 1 I CJ3 2 z'-o' TYPICAL 7' SETBACK CORNERSET LABELING AND SPACING l..r."d rr HANGER- CHAR AL= HUS 26 (SIMPSON) J L = THAC 426 (SIMPSO] ATTENTION! r M REFER TO BCSI -BIB ... Tnas nst be set parl wp If — rsaa Te Is ti e .*, I_ n.p rot wtals host r aper w sets truss thls wp. tat Truss Quantity = 1 General Notes 1) H Aw a.d tw.q Mt tune OW Y 2) r trq.. r r Sq.w lush 3) "'AL w kM Y 24' O.C. dm MJr e 4) k T— tY. hdhb K%-41 m—Waton p. — I-i dj *.A r /to1 .1 . minor •a1 15' aC A On 2^ b I-ra ft.*" on wu*m Ptw .6, Y I mp-m fw q edmaw N—V 6t.I. ROOF LOADING SCHEDULE TCLL = 20 PSF TCDL 17 PSF BCLL = • PSF BCDL = 10 PSF TOTAL = 47 PSF DURATION = 1.25 % NAND SPD/TYPE= 150 MPH ENCLOSED BLDG EXPOSURE — C USAGE - RESIDENTIAL CAT II NAND IMPORTANCE FACTOR= 1 UPLIFTS BASED ON= 9.2 PSF DESIGN CRITERIA RBC 2017 TPI 2014 Tw member den ! eowrebr pl.w Zy,ed for AS('E 7-10 wd mwmwnfor6ombotheompomm and claddings ud mun xwd force renawsg n aems Thew—h.se bm—id o m dd3u W ION psf nooaoncarem mnn chord Ine lo.d FLOOR LOADING SCHEDUL TCLL = 40 PSF TCDL = 10PSF BCDL = 5 PSF TOTAL - 55 PSF DESIGNER iip PAGE i 1DATElz is IO -- IN+ 333522L 1 4 "=1' 2 ENGINEERING PACKAGE Builder: TAYLOR MORRISON Project: ;9A6/9A7 THORNBROOK Model/Building: '258SE/258MA/258TA i Lot Alt: Lot: 51 Block: Unit: Address: JobNumber: N333522 Revision Date: New Load #: RB01 CARPENTER CONTRACTORS OF AMERICA, INC 3900 AVENUE G. N.W. WINTER HAVEN, FLORIDA 33880 PH (800) 959-8806 FAX (941) 294-7934 THIS Dwi PREPARED FROM COMPUTER INPUT (LOADS a DIMENSIONS) SUBMITTED 11 TRUSS MFR. Ln n ol STRONGBACK BRIDGING GUIDELINES FOR ROOF TRUSSES 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 guideline by Carpenter Contractors of Anerica, 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 installation of drywall. 2) Bridging helps 'planing -out' the transitional or relative deflection of adjacent trusses due to an offset in spans. In either case, Strongback bridging should not be attached to adjacent trusses that need to be jacked into place more than li inch. Strongback bridging in roof trusses does not serve as temporary or permanent bracing and is not intended to help distribute or share design loads between trusses. Consequently, no design loads have been accounted for with this detail and continuous Strongback bridging should not be attached between common and girder trusses that have more than it inch differential deflection. STRONGBACKS SHOULD BE ATTACHED TO WALLS AT THEIR OUTER ENDS OR RESTRAINED BY OTHER MEANS. STRONGBACKS SHALL BE A MININMUM OF 2X6, AND SHALL BE ATTACHED WITH A MINIMUM OF THREE 16d COMMON OR (3) 0.131 X 3' GUN NAILS TO A 2X4 VERTICAL WEB MEMBER The graphic shown on this detail is for generic Illustrative purposes 1) 2X6 STRONGBACK only. The exact location of strdngback bridging will be specified by Carpenter Contractors of Anerica. 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.5 -Not To Scale) 6bemogBacBp®etildsDetBS638--55Sa0REHA1 E IR) Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave C RT-1.00 1 25 10 0 7 . 3 1 . I I _ Y:I FL ] E Ina*C i•• n`N(W`-1111"..nC unc Iann' ru, tNl. Lr tx;, ri im3`r`-1I. .1"`c `"` ` TC LL PSF REF R081- 48357rc11, .n:n.i .i. au. . o c .eu^r..url. ic'Liucr'":iicx, i Lnuw'.0 l.ar, w r N ' TC DL PSF DATE 07 28 091— It tort. rx CNQ xaLl •RC `PIxt.LY A—C"t. iuWleuL H:Mn:no Ed— GM e I"•lL-`NC . 0 y / / rtool— ATr•CN. Lisle CCILILC, g ' Ys'p;s BC DL PSF DRW HcusRoai 0920939e IMP eR TAN T••11.In Tsx • CxrXl N11 oC x n r" tnsr•LL eN x+u Crx ALPINE a" i:ii uTinl."x.rom`fief"rxiriixa"`. ...... .. .crvT. _L.c xc rrul: tN ionracn.rac nrN '! No.62212 N- BC LL PSF HC-ENG OR/DR 4[.1Nn LCRI NIVIf VITN AIR IC•N[ rAM 111Nxs or xoN IN•i IOnAL OC I{IN RKC, NY x•Iry Ne i r C Cw n cqunu• a,Nnanl . ,nN a,Nc .acr n."n,sn ul.' .rtn `urlr JE TOT. LD. PSF E TATIE F AR36ini: io a i•u`.n`ViN`uu •u. unno .rxunal ioi•rt. .n it oanx, ro mL" .n ouNiNu uo. a .n O PRY /uiR1Yq Componxlb Onupine. n+n cnu r.cun..ee i + in Lc. an ` rnluuiroia. r +Ne nv con.a .. 9.•'.`, C OR%0V DUR . FAC . FROM H.L.. City, FL 33aN "iuininiauxceriin`migrnri,I elR'N1`+"m c INr of .1 —L.- .1 rneoiuroxeuu mroF"T. Jul y0 t0 FL CoA 0027333 ' SPACING JREF- ITT0081_Z18 HU/HUC/HSUR/L Hangers I-L;111-C 1:r5 r.ay t4; r '-"t3k)L" cn a mace ^ry; u x Eto VA as desc,ibe, too,:. A-Aicnrltr, H, hailers •.vi h cne flange onnealed --a;• ce i ,stalked s;m l art•„ HU and HUC products are heavy-duty face -mount joist hangers made from 14-gauge galvanized steel. The HUG is a concealed flange (face flanges turned ,n) version of the HU. HU is available with both flanges concealed, provided the W dimension s 234e' or greater, at 1000/o of the tattle bad. Specify HUC. HU is available with one flange concealed when the W dimension 5 less than 21A." at 100% of the table bad. Spo ity as an 'X acts o^ aro -sc t t nc con; eal. Fcr ?r, l i- ci t UG s -^ ,n i this cstaNrg, -,he user may s-bs: LI1e A -aCc nc L vol • ''s x - Iter sc;,uvs Mccel f TJ2-2-1.i1H1.=(Ao,.v aA instalalicn rstnrctors a-^ i- e the to=,s n,,r-, this Material: '. 4 gauge Finish: Gakanized, ZMAX' and stainless steel available Installation: Attach . he ^ nc his :o cor,,re.e. GFD.1 walls : s•ng I cx-1 mad f Icn" 2 sci..> f ,;n r-crews A CVU ;' x 2, ' - Voo' il I N' 2523e- wid t.. .?'t ;ic.e j;.' I' - VsdE;l TTN2-.. 12' H) are not :.,. ,,ea »•iti' the ha^gers. Drill the 1 6"-diameter hole to the specified embedment depth plus 1h". Afternatnely, dnA the 3/4"{Lameter hole to the specified embedment depth and hbw it clean using compressed ac Caution Oversized-ciameter holes in the base malerial vnl reduce or eliminate the mechanical interlock of the threads vnth the base material and wl reduce the anchor's load capauty. Iro, I,•sialat,o, loc.l lGl, a,e aa-lalle. -1•r n0uce c r I c: arc hex -he -lc d :er tit ('vindel-T`'fi'-RCt A minimum end and edge distance of 1 W is required. Options: Far ^ enges use, ; 5'c o' lade up['. load. If nan2e, wad' ra rs.:--..atc' 'hrtn'21A6, t^^J1 rr;o SCa::: t:,l:k c^vmhp d: Codes: See p.14 for Code Reference Key Chart 1 in Concealed flanges HUC410 1V m HUC410 Installed on Masonry Block End Wall HUC410 Installed on Masonry Block End Wall SIMPSON Stro '& Tie M O U dCa o cV t0279 280 HU/HUC/HSUR/L Hangers (cont.) These products are available with additional corrosion protector. Fo' more information, see p. 18. SIMPSON Str ongTie, Model No. Fasteners Allowable Loads (OF/SP) Code0FCMUConcrete Standard Concealed GFCMU 7iten• 2 Concrete Titen" 2 Joist Uplift I Down 160) (100/1251 Uplift 160) Down 1001125) Ref' HJ26 HU26X 4) 6" x I y; 4) 6" x I 2)10d x I 335 1,000 335 1,545 HJ2 HU28X V86) x 19s' 6) %•" x I'', 4)1Did x 11h' S b 1.500 760 2 400 HU210 HU210X 8) ' ," x 1 V 8) ' :" x 1 ?, 4110e x 1 'h" j 2,000 760 2.415 HU46 (Min.) HUC46 8) %: x 11T 8) •:" x I1 4)10d common 760 2,000 760 3,200 HU46 (Max.) HUC46 12) ;'i , ' - 12) 'A" , ' -1: 6) 10d common 1,135 3,OG0 1,135 3 950 HU26-2 (Min.) HUC26-2 8) '- " x 1: 8) ." x I y: 4)10d common 760 j 2,000 760 3200 HJ26-2(Max.) HUC26-2 12)'.i"x' ; 12)'.i",'41, 6)10dcommon 1,135 3.000 1,135 3950 HU48 (Min.) HUC48 10)' x t Y. 10) ;Y' x 141, 4) t Od common 760 2,500 760 3,725 HIJ48 (Max.) HUC48 14) ,1' , i }':' 141 ;S" x 14; 6)10d common 11135 j 3,500 1,135 4,920 HJ28-2 (Min.) HUG28-2 10) -Y x 141 10) -':' x I li 4) 10d common 760 2,5C0 760 3,725 HU28-2 (Max.) HUC28-2 14) Yi r ' 41 14) :'," x '-V, 6) Ind common 1,135 3,500 1,135 4 920 H'J410 (Min.) HUG410 14) Tl , ; 3; 14)' ' • ' is 6) 1Od common 1,135 3,500 i,135 4,920 HJ410 (Max.) HUC410 18)1V x 14', 18) ti x ;?', 10) 10d common 1,800 4,5G0 1.800 4,920 HJ210-2 (Min.) HUC210-2 14) Y! x ' a; 14) ".':. '1', 6) 10d common 1,135 3,500 1 135 4,920 HU210-2 (Max.) HUC210-2 18) ",i" 1l; 18)',C x ' 1', 10) 10d common 1,800 4,5C0 1,800 5 085 HU28X Skew 45' Nit ava lable) 6) :a' x 1 y,' 6) is a 1?'," 4)10d x 11h' 670 1.500 670 2,400 HSUL/R26-2 HSLILIRC26-2 12)',,,', 1 1: 12) ":' . ` +i j (4)16d x 21h' 900 3,000 900 3.135 H021-2 HUC2--2 4) y:' x 2 , I (4) 4" x i :, j (2)10d common 380 1,000 380 1,545 HJ212 MO2X 10) Yl x =4i 10) %," x 1 +i 6)10d x 1 'W 1,135 2,500 1.135 2,665 j HJ214 HL:":-: 12):'i ,3iW 12)':i'r'4i 6)10dx1'h* 1,135 2,665 1135 2665 HJ26-2 (Min.) HUC26-2 (Tdm.) 8) 'a" x 2?'l 8) !%," 11 L," 4)10d common 60 2,000 760 3.200 HJ26-2 (Max.) HUC26-2 (Max.) 12) ,,'r "_?S 12),." x'? 6)10d common1 1,135 I 3,000 1135 3950 170 HU26-3 (Min.) HUC26-3 (Min.) 8) %•" x 2 , 8) ;." x 1-', 4)10d common 760 j 2,000 760 3,200 HJ26-3 (Max.) IIUC26-3 (Max.) 12) Yf -; t, 12) 1.," x 4,1111 6) 10d common 1135 3,000 1,135 3 950 HJ28-2 (Min.) HUC28-2 (Min.) 10)'•Y x 2Nti 10) IV x i?r' 4)10d common 760 2,500 760 3,725 HU28-2 (Max.) HUC28-2 (Max.) 14) ; • 2?5 14) ;. x '4, 6) 10d common 1,135 3500 1,135 4,920 H0210-2 (Min.) 11UG210-2 (Min.) 14) ,4* x 2x•; 141 :'," x --1V I (6) 10d common 1135 j 3,500 1,135 4 920 H0210-2 (Max.) HUC210-2 (Max.) 18) a" x 2; 18) . ' x '?1 10)10d common 1,800 1 4,500 1,800 5 085 HU210-3 (Min.) HUC210-3 (Mm i 14) ': , 21'i 14) ;'t,. 6)10d common 1,135 3,500 i.135 4,920 HJ210-3 (Mix.) HUG210-3 (Max.) 18)':" x 2W, 18)'V x , V 10)10d common 1,800 4,500 1,800 5,085 HJ212-2 (Min,) HUC212-2 1A1mJ 16) , x 2'i 16) :':' x 4'5 6)10d common 1,135 4,000 1,135 4,920 HJ212-2 (Max.) HUC212-2 (Max.l 22)'•_ x 2' " 22) `, ;1'r-' 10)10d common 1,350 j 5,085 1,350 5,085 HJ212-3 (Min.) HUC212-3 (Min.) x 2:W 16)r.1W 6) 10d common 1,135 j 4,000 135 4,920 H1212-3 (Max.) HUC212-3 (Max.) 22) "5 , 2;:" 22) "h x 11:" j (10)10d eemmon 1,800 j 5,085 1,800 5,085 HU214-2 (Min.) HUC214-2 (Min.) 18) ', x 2t4 181 ":' x -?i 8)10d common 1,515 j 4,500 1.515 5,085 HU214-2 (Max.) HUC214-2 (Max.) 24)',i" x 2 24) :?' x 1;,' 12) 10d common 2,015 j 5,085 2,015 5,085 HU214-3 (Min.) 11UC214-3 (Min.) 18) " t x 245" 18)'.Y' x I4S 8)10d common 1,515 4,500 1,515 5 085 HU214-3 (Max.) HUC214-3 (Max.) 24) :5" x 2?,- 24)x 13'' 12)10d common 2,015 5,085 2.015 5.085 HU216 IiG2'f: 18):i x 2 K 18)'i'x'3, 8)10dx1W 1,515 2.920 1,515 2920 HU216-2 (Min,) IIUC216-2 (Min.) 201' . x 2x%" 20) "_ x I V- 8)10d common 1,515 4.920 1,515 4 920 H1J216-2 (Max.) IIUC216-2 (Max.) 26)' = 26) '4 , 1 tip' j (12)10d common 2,015 j 5,085 2015 5,085 HJ216-3 (Mo.) HUC216-3 (Min.) 201'•+ x 23T 20)',, . 1 "* 8)10d common 1,515 4,920 1,515 4,920 HU216-3 (lAax.) liUC216-3 (Max.) 261'• 261 ,, i 1?:' 12) 10d common 2,015 j 5,085 2,015 5 085 1. UpLt bads have been increased for earthquake or w nd clLraton wit,) no further increase is allowed, :ch ^r, z: ^ 'r I:a•is 0a orr, 2. M rnmim Pc = 2,500 psi and mn,mum I'm = 1,500 psi. 3. When GrAy one flarxJe is caicealed specify right or left ;uw.•dled flar tgo. A. Models with'X' are not stock items. s. " :'I ix, r,:•:dk::,.,. , d... I t•.r r.:Lr us a,e a> o w m, t- , Fasteners: '5d .a; -;rc': = r,.16=' x s'c brg. ' cd x 21W _ ."8-' ga x 2't!' long, 1:k: ocrn-cn - ."48' e. x 1-r;. kf:. T-N2-25134- - - x 1 ;: ' ten \f-25234H = , ' x 2;,' T L' 2-'is=C' - T,:,=,n ; ' X 11;' a vJ-"tJ_5 S4r' =T :r-i .. _..^.l,o be L£e t.;I ; =:k t_ ;r., S,e ,. 2_ _ -.r ..1,e_a 1,,ZaS c,d UPDATED 04/17117 Simpson Strong-Tie Wood Construction Connectors HU/HUC/HSUR/L- r S Hangers (cont.) These producs are available with adoitonal co•rosion protection. For more nformation, see p. 18. Model No. Fasteners Allowable Loads (DF/SP) dGFCMUGFCMUConcrete Standard Concealed Titan' 2 Concrete Titen" 2 Joist Uplift 160) Down 100/125) Uplift 160) Down 100/125) H1,144 HUC44 4) 14" . (4) :?' x -?n` 2)10d common 380 1,000 380 1,545 HU46 (Min.) HUC46 (Min.) 8)'b" x 24:- (8) t• x 14+ 4)10d commcn 760 2,000 760 3,200 I HU46 (Max.) HUC46 (Max.) 12) '•' x 2?: (12) "• x I I 6)10d common 1.135 3,000 1,135 3.950 HU48 (Min.) HUC48 (Min.) 101 :';' • ; ty (1C)'. ' +'''+' 4) 10d commcn 760 2,500 760 3,725 HU48 (Max.) HUC48 (Max.) 14) ,4' • 21," 14)"::" • '?; 6)10d common 1,135 3,500 1,135 4,920 HU410 (Mm.) HUC410 (Min.) 14) .. x 2=1- 14) :.` x - V 6) 10d common 1,135 3,500 1.135 4,920 HU410 ;Max.) HUC410 (Max.) 18) is • ^`: 18.) %: • '. ;1 I 10)10d common 1,800 4,500 1,800 4,920 I HU412 (Min.) HUC412 (Min) 16) .<" , 2=,- I (16) ::" ;1--V 6)10d common 1,135 4,000 1,135 4,920 HU412 (Max.) HUC412 (Max.) 22) - x 2-,= j (22)':" x 1'> ' 10) 10d common 1 800 5.085 1,800 5,085 HU414 (Min.) HUC414 (Min.) 18) ' <2'.: 18) ' .lid 8) 1Cdcommcn 1,515 4,500 1,515 5,085 HU414 (Max.) HUC414 (Max.) 24)'%; x 2t: 24)' _' : 3: 12)10d common 2,015 5,085 2,015 5,085 HU416 (Min.) HUC416 (Min.) 20) x 2;'• 20)';' x 1'R" 8) 1Cd common 1,515 4.920 1,515 4,920 HU416 (Max.) HUC416 (Max.) 26) .: x 2'..' 26) :;' < 1 ,'4` 12) 10d common 2,015 5,085 2,015 5,085 HU66 (Mn.) HUC66 (Min.) 8) ! ' • 2'.', 8) +" . 1 Y: 4) 16d common 900 2,6w 900 3,200 HU66 (Max.) HUC66 (Max.) 12) l? . 214' I (12) ; ',1 6)16d common 1,345 3,000 1,345 3.950 j HU68(Min.) HUC68(.Mir.) 001:"•''•'e 0C):<";'-+ 4)16dcommcn 900 2,500 900 3,725 HU68 (Max.) HJC68 Wax.) 14)'s' x 2--,Y I (14) :.' x' ,T 6)16d common 1.345 3,500 1,345 4,920 HU610 (Min.) HUC610 (Min.) 14) 5T • 2?14' 14)1;:. 1?Y I (6)16d common 1,345 3.500 1,345 4,920 HU610 (Max.) HUC610 (Max.) 18) %'•' : 2: " 18)': 1=2' 8)16d common 1,795 4,500 1.795 5,085 5U612 (Min.) HUC612 (Min.) I61'4" x 2z: 16)',i" x'V,' 6)16d common 1,345 4,000 1,345 4,920 HU612 (Max.) HUC612 (Max.) 22) :: x :'<' 22) 1 W" 8) 1Ed commcn 1,795 4,920 1,795 4,920 170 HU614 (Min) HUC614 (Min.) 18)'- x 7-:" IS) -=" 15'<' 8)16d commcn 1,795 4,500 1,795 5,085 HU614 (Mzx.) HUC614 (Max.) I (24)".:- x c-V, 24) :Y x 1 };i I (12) 16d common 2.015 5,085 2,015 5,085 HU616 (Min.) HUC616 (Min.) 20) •;" x 2:.' 20) . ' < 1 .: 8)16d commcn 1,795 4,920 1,795 4,920 HU616 (Mcx.) HUC616 (Max.) I (26) "<" x 2?_' 26)'4" x 1 12)1Ed common 2,015 5,085 2,015 5,085 HU7 (Min.) Jot available) I (12)' T • ' _'".' 12) .:- • - 4)10d x 1 h' 3415 Z980 760 2,980 HU7 (Max.) Not available) 16) •;' . -, N 16) •1% 1 v4 8)10d x Ph" 1,085 3,495 1,085 3,485 HU9 (Mm.) Not available) I (18) ', x' V" 18)'-<" x' 6)10d x 1'h" 1,135 3.230 1,135 3,230 HU9 (Max.) Jot available) 24) ;;' • ' 4, 24) ::. ' v;' 10) 10d x 11h" 1,445 1 3 735 1,445 3.735 HU11 (Min.) Not available) 22) 7 x 1 -4' 22)'%;' x 1'•4" 6) 10d x 1'h" 1,135 3,230 1,135 3,230 HU11 (Max.) Not available) 30) • x 141' 30) :: > 1 ";<" I (10)10d x I W 1,445 3,735 1,445 3,735 HU14 (Mir.) Not available) 28) ::" ,1;'< 28) , ' , 1 t', 8) 10d x 1 !6" 1,515 3.485 1,515 3,485 HU14 (Max.) Not available) 36) ,, x 1?1 36)'•: n 1?Z 14) 10d x 1 Sh" 2.015 4,245 2,015 4,245 HU3.25710 Not available) 22)' ' x 13'i I (22) ,," x 13'<" 10)10d common 1,895 5,085 1,895 5,085 HU3.25/12 Not available) 24) :•:" . 1?: 24) ," ; 1?:" 12)10d common 2,015 5,085 2,015 5,085 HU410-2 On.) HUC410-2 (Min.) I (14) 14)-'.'r 6)16dcommon 1,345 3,500 1,345 4,920 HU410-2 (Max.) HUC410-2 (Max.) 18) :' 13': I (18) ;:` • ' :':' 8) 16d commcn 1,795 4,500 1,795 5,085 HU412-2 (Min.) HUC412-2 (Min.) 161 ` x 1 V 16) - "x I -W 16)16d common 1,345 4, 000 1,345, 4,920 HU412-2 (Max.) HUC412-2 (Max.) 22) '; x 1 :' 22) "•i' > 1 Y•" 10)16d common 1,800 4.920 1,8C0 4,920 HU414-2 (Min.) HUC414-2 (Min.) 20) ,W' x i;'<' 20) .," <1?';' 8)1Edcommca 1,795 4,920 1,795 4,920 j HU414-2 (Max.) HUC414-2 (Max.) 26) •:' x 1 <' 26)'•:" x I? " 12) I6d common 2,015 5,085 1 2,015 5,085 1. Upl ft bads have been xrreasee fur earthquake or wind du`atxxn with no further ncrease is allowed, r,_ o• e, 1--' Js cc•.rr,. 2. Minimum f'c = 2 500 psi aid min -mum Pm = 1,530 ps,. 3. when only one range is concealee specify right or left concealeo 9ange. 4. Models with "X' are not stock items. F •cdi,: t-, .;'all : e ,r ttJ1-Ju _, . ci• :•,:a Tan' :x:un+s ar.; r ;t -,xpt aco -o .vca!f cr. Fasteners: i; • .:•i - . I ' d . ' Iq, %;ri x c - C. P?' (:.,. Y 2: ' 4•nq; i" :n'm^, - ' 4c' • n. Y 3' h'•:, 1114r' V' i.c-2^'.. -.', I'-i:er•2 i"'J'3-"t'.ib»i=_`x2 !e'2'It.2 ^, 3c11--(13'1 ',_-1-,' a ---`J2$_31H = i.. . ' > ' , aLa • 1.^... a <..X ale: kx:s. F:: . 2:=- r i I .r_rs anc' annaticr. a O COto 281 UPDATED 04/17/17 LUS/MUS/HUS/H HUS/HGUS/HG UQ Face -Mount Joist Hangers 3,EERfpC This product is preferable to similar connectors because of a) easier installation, bJ higher loads, cJ lower j installed cost, or a combination of these features. AN hangers in this series have double shear nail ng — an innovation that cistnbutes the load through two points on each joist nail for greater strength. This allows for fewer nails, faster installation, and the use of all common naffs for the same connect on. Double -shear hangers range from the light capacity LUS hangers to the highest capacity HGUS hangers. For medium bad truss applications, the MUS offers a lower cost alternative and easier installation than the HUS or THA hargers, while providing greater load capacity and bearing than the LUS. HGt1Q hangers provide sim lar capacities as HGUS doubleshear hangers, but they use Simpson Strong -Tie S:rong-Drive' SDS Heave -Duty Connector screws instead of nails for faster and easier installation. In addition, the Strong -Drive SDS Heavy -Duty Connector screws help transfer the bad between the piles of the supporting girder when they penetrate all piles. Material: See tables on pp. 236-237 Finish: Galvanized. Some products available in stainless steel or ZMAX' coatirg• r-G_ a.a Iarle, ir• HDi see Corrosion Information, pp.15r18. Installation: Use all specned fasteners, see General Notes. Nails must be driven at an angle through the lost or truss into the header to achieve the table bads. Simpson Strong -Tie Strong Drive SDS Heavy-Dity Connector screws are supplied with the HGUQ. The thickness of the supporting girder must be equal to or greater than the screw length for applications where the length of the supplied screws exceeds the thickness of the supporting girder, 3' or 4 h" screws may be substituted for the longer length screws with no bad reduction, or a shim block may be used as approved by the Designer. Not designed for welded or nailer applications. Options: LUS and MUS hangers cannot be modified. Concealed flanges are not available for HGUS and HHUS. Other sizes available; consult your Simpson Strong Tie representative. Codes: See p.14 for Cade Reference Key Chart I "or atsforIXs t r O H 0 r 0 W B i LUS28 01"HHUS210-2 HGU028-2 Y--- ----- Double-ShearrI Dcme Double -Shear Double- Na Img Nailing Sice View Shear Sice View, . (Available on NailN Do not some models) Top View ,..- bend tab "'"• U.S. Pa:enf 5,633.530 00ci MUS28 6 c c c 6 SIMPSON St oii-Tie c 0 c C p a e 6HUS210 HUS26, HUS28, and HHUS similar) i'- 2 b• i T 4 • A a H A HGUS28- 2 Typical HUS26 Installation with Reduced Heel Height Truss Designer to provide fastener quantrby for connecting multiple mernbers together) fA 0 U d CCO U rA N3H d M n 235 I 236 Simpson Strong -Tie-' Wood Construction Connectors r4 M., Tr- q, LUS/MUS/HUS/HHUS/HGUS/HGUQ Face -Mount Joist Hangers (cont.) These p,00ucts are available with additional corrosion , These products are approves for nsialation with the Strong-D. Ne4 protection. For more infomiawn, see o. 18. SD Connector screw. See pp. 39-40 for more information. Q Note: For dimensions and fastener n`o,niauon, see table above. See toole footno'es on p. 237. HHUS/HGUS See Hanger Options nformahon 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 maximum of 45° For skew only, maximum allowable download is 0.85 of the table bad For shoed oily or sloped ano skewed hangers, the maximurn allowable download is 0.65 of the table bad Uplift bads for sloped/skewed conditions are 0.72 of the table bad, not to exceed 2,475 lb. The last must be bevel -cut to allow for double shear na ling HGUS - Skewed Seat HGUS hangers can be skewed only to a maximum of 45'. Allowable loads are: HGUS Seat Width Joist Down Load Uplift W < 2' Square cut 0.62 of tattle load 0.46 of table load W < 2' Bevel cut 0.72 of table load 0.46 of table load 2" < W < 6' Bevel cut 0.85 of table load 0.41 of table load 2" < W < 6' Square cut 0.46 of table bad 0.41 of table load W > 6' Bevel cut 0.85 of table load 0.41 of table load Model No. Mn. Heel Height Ga. Dimensions (in.) Fasteners W H R Carrying Member Carried Member Single 2x Sizes LLJS24 2% 18 1A, 31A 1Y. 4)10d 2) i0d LU526 4% l fc 4 i 1 4)10d 4)10d MUS26 4'Y,c 18 1 Kc 5MG 2 6)10d 6)10d HUS26 4V% 16 , 1% 5% 3 14)16d 6)16d HGUS26 4i14b 12 154 5% 5 20)16d 8)16d LUS28 43ic 18 19Sc 6% 13/i 6) 10d 4) lOd MUS28 6Y* 18 194e 6'31e 2 8) 10d 8)10d HUS28 61/2 16 1% 7 3 22)16d HGUS28 6Y. 12 1 S 7i6 5 36) 16d 12)i6d LUS210 4 y. 18 1 i4c 7 3Sc 1 8) lOd 4) 1 Od HUS210 8% 16 14 9 3 30) i6d 10)16d 1. See table below for allowable bads. DF Allowable Loads SP Allowable Loads SPF/HF Allowable Loads Model Na Upliftl 160) Floor 100) Snow 115) Roof 125) Wind 160) Uphill 160) Floor Snow 100) (115) Roof 125) Wind 160) , UDliftt 160) Floor 100) Snow 115) Roo l 125) Wind 160) Code Ref. Single 2x Sizes LUS24 490 670 765 825 1,045 490 725 830 895 1,135 420 575 655 705 895 LUS26 1,165 865 990 1070 1355 1165 940 1,075 1165 1,475 1,00.5 740 845 915 1,160 MUS26 1,090 1295 1480 1605 1,825 1,090 1410 1,610 1,745 1,825 940 1,110 1,265 1,370 1.570 17, FL, L17 HUS26 1,550 2,120 3,095 3,335 3.335 1,550 2,950 3,335 3,335 3,335 1,335 2,330 2,650 2,820 2,865 HCI1S2f 1,C5(1 4.360 4,8R5 5230 5,390 1,350 4,72.5 15,290 5,390 5,390 SC!, 3,750 4,200 4,500 4,f35 fl I US28 1,165 1,100 1,255 1,360 1,775 1,165 1,200,1 1,365 1,480 1,835 1,005 940 1,075 I 1,165 1,475 MUS28 1,555 1,730 1,975 2,140 2,645 1,555 I 1,880 2150 2,330 2,645 1,335 1,475 1 690 1,830 2,275 17. FL, L17 2,000 13,965 4120 4,220 4,335 2.000 3,790 3960 4,070 4,335 1.720 2,905 3035 3,125 3,435 1SCi 6,745 16,970 7.125 7,275 i9D G,4G0 6,705 6,570 7275 1,54C 4,960 5,160 5290 5,745 1 r1,165 1,340 1,525 1,60 2,090 1,165L445 16607952.270 1005 1,145 1305 1.415 1,74517, 3, 000 14,255 4,4g5 4S/5 5,020 3000 4,105 4,310 4,450 4,930 2,58C 3.150 3,315 j 3,425 3,815 R, L17 Acute side Speclry angie Top View HHUS Hanger Skewed Right Joist must be bevel cut) All oist nails installed on the outside angle (non -acute side). Face -Mount Hangers These products are avalable with add tional corrosion protection. For more information, see p.18. s These products are approved for nstalauon witn the Strong -Drive• SD Connector screw. See pp. 39-40 for more information. Model Min. Iffirrienstons (in.)l Fasteners I DF/SP Allowable Loads SPF/HF Allowable Loads Ho. Heel Height Ga. W H 8 Carrying Member Carried Member Uplift 160) Floor 100) Snow 115) Roof 125) Wind 160) Uplift 160) Floer 100) Snow Root 115) (125) Wind 160) Code Ref Double 2x Sizes LUS24-2 2'/. 18 3'A 3!4 2 1 (4)16d 2)16d 4--0 800 910 985 1,250 380 680 78O 1845 1,070 0 Q 1,1 ft loads have peen increased for wind or earthquake loading with no further increase allowed. Reouce where ether bards govem. 2. Wind (1EO) is a download ral,ng. 3. Nnimum had heignl shown is recuired to achieve full table bads. For less than minimum heel heaht, see tectraal bulletin T-C REDHEEL at strong he.com. J. Truss chord cross -gran tension may I ma allowable bads in accordance wi;h ANSVTFI 1-2007. Simpson Strong-Tle6 Connector Selector 'Software mcludes the evaluation of cross -grain Jenson In its hanger allowable bads. For add .oral nforrnatan, contact Srrpson Strong-T e. 5. S mpson Strong -Tie" Strong-Drve° SDS heavy -Duty Connector screws are permitted to be nstalec through metal truss plates as approved by the Truss Designer, provided the requ rements of ANSI/TPI 1 = 514 Sections 7.5.3.4 and 8.9.2 are met (pre-c 4ng raqu red through the plate using a max mum of 56- bit). 6. Strong -Drive SDS Heavy -Duty Connecter screws that penetrate all plies of tie supponng girder (screws must penetrate a minimum of 1" into the last truss ph'i may also be used to 'ranter the lo3c through all the plies of the supporting girder. When Strong-Dme SDS Neay'-D y Corector scTws do no, oeneVate all pies of the supporting g rder truss, supplemental S'rori SDS Heavy -Duty Corxlectcr scre ks at the hanger locators may be requ rod to transfer the had to the toss pies not penetatsd by the face asteners. as determined by the Designer. 7. The s_ppo^.ing girder truss must have adequate tnalmess to accommodate tie screw length, so that the scree, does net o-ctrude cut the back or 'he girder. 3'- or 4 h'-long St,•eng-Drive SDS Heavy -Duty Connector screws may be substituted for the longer S!rorg-Drive SDS Heavy -Duty Corector screws w lh no bad reduction. 9. Loads shown are based on min mum of 2-ply 2x carry" member for nailed hangers. With 3x carrying members, use 16d x 2 ii nails into ins header and 16d commons into the Joist with ro bad redug:an. With single 2x carry ng members, use I Od x 1'h' nails Into the header arc 1 Od commons nto the Joist, and reduce the bad to 0.64 o' the laole value. 9. Nails 16d = 0. 162' da. x 31k' long. See pp. 26-27 for o;hei na I sizes and nformatlon. 237 to 7m HTU Face -Mount Truss Hanger The HTU face -mount truss hanger has naJ patterns designed specifically for shallow heel heights, so that full allowable bads (vnth minimum nailing) apply to heel heights as low as 37/a'. Minimum and maximum nailing options provice solutions for varying heel heights and end conditions. Alternate allowable bads are provided for gaps between the end of the truss and the carrying merrber up to 112" max. to allow for greater construction tolerances (maximum gap for standard allowable loads is 1G' per ASTM D1761 and D7 i 47). See technical bulletin T-GHANGERSAPS at stmngtie.com for more Information. Material: 16 gauge Finish: Galvanized Installation: Use all specified fasteners. see General Notes Can be installed filling round holes only, o, filling round and .nangle holes for maximum values See alternate installation for applications using the HTU26 on a 2x4 carrying member or HTU28 or HT1,1210 on a 2x6 carrying member for add tonal uplift capacity Options: HTU may be skewed up to 67'W. See Hanger Options on p. 239 for allowable bads. See e^gxk 1rF g Ic-cr _-04 `1. CD r:t strongtie.com ir.r n;tzLancn art• S•r>^;1-terne= 7 iast nt s. Codes: See p.14 for Code Refeience Key Chart Min. heel height per table HTU26 I truss and carrying member HTU Installation for Standard Allowable Loads For'h' maximum gap, use Alternate Allowable Loads.) Typical HTU26 Minimum Nailing Installation Pr these products are approvecl fe• u'stala:ion with the Strong -Drive SD Connecter scre•.v. See pp. 39-40 for more information. Standard Allowable Loads (1/V Maximum Hanger Gap) SIMPSON sung -.Tie Alternate Installation - HTU28Installed on 2x6 Carrying Member H7U270 similar) Model Min. Dimensions (in.) Fasteners DF/SP Allowable Loads SPF/HF Allowable Loads Code No. Heel Height W H B Carrying mberr I Carried Member Uplift 160) I Floor 100) snow 1 R I 115) (1ooi25) Wind 160) plffl 160) F10 gr100) snow 115) Roof 125) Wind 160) Ref. Single 2x Sizes HTU26 3'n 1% 534s Th 20) 16d 11) 10d x 1'h" 730 2,940 3 045 3.045 3.045 630 1,920 L920 1920 1,920 HTU26 (Min.) i 3'6 1 % 57hs Th 20)16d 14)10d x 1 h" 1,250 2,940 3,200 3.200 3,200 1.075 2,015 2.015 2,015 2,015 1711TU26 (Max.) i 5112 11% 5W Th 20)1Gd 23) 1.0d x I1h" 1,555 2,940 3.340 3,600 4,010 1.335 2,530 2.870 3,095 3,450 II1U28 (Min.) 3% 1 % 71 31h 26) 16d 14) 10d x 1 h" 1,235 3,620 3 89E 3,895 3,695 1 060 2,920 2,920 2,920 2,920 L17, HTU28 (Ma•) 71,5 1 % 7Y* Th 26) 16d 26)1Od x 1'h- 2,140 3,620 4,340 i 4,680 5,435 1,840 3,285 3,730 4,025 i 4,675 FL HTU210 (Min.l 37A j 1% 9YIr 3'h 32) l6d 14110d x I 1,330 4,355 4 35E j 4,355 4,355 1,145 3,265 3.265 3,265 3,265 HTU210 (Max.) 91,4 1% 9'/rs 3'h 32)16d 32) IUd x I h" 3,315 4,705 5,345 5,7EO 5,995 2,850 4,045 4,595 4,95E 5,155 Double 2x Sizes HTU26-2Ohn.) 3% 3Vs Sh 3'h 20)16d 14)10d 1.515 2,940 3340 3,600 3910 130E 2,465 2,465 2,465 2,465 HTU26-2 (kiax.) Sh 3446 57/,s 3'h 20)16d 20) :Od 2,175 2,940 3 340 3,600 4,485 1,870 2,530 2,870 3,09E 3,85E HTU28-2 (Min.) 3% 34 s 7S4 3'h 26)16d 14) 10d 1,530 3,520 4,310 4,310 4,310 1,31E 3,23E 3,23E 3,23E 3,23E 17. HTU28-2 (Max.1 7!: 34<s 7YK 3 h 26) 16d 26)10d 31485 3,820 4,340 14,680 5,850 2,995 3.285 3.730 4,025 5,030 FL' HTU210-2 (64n.) i 3% i 3fs 9Yr 3'h 32) 16d 14) 10d 1,755 4,705 4,815 4.815 4,815 1,510 3,610 3,610 3,610 3,610 HTU210-2 (Max.) 9%. 3ys 975s 3'h 32)16d 32) lOd 4110 4,70E 5 345 S,7fi0 7,200 3,53E 4,04E 4,59E 4,955 6,190 1. The maximum hanger cao Is measured between the joist (or •russ) enc and the carryrlg mercer. 2. Minimum heel heights requ.rad for full :able bads are based on a minimum 2/,2 pitch, 3. Upl ft has been increased for wind or eannquake loading with no f,;rther ncrease allowec, reduce where other loacs govern. 4. Wind (160; is a downhac rating. 5. For hanger gaps be'ween IV and 'h', use the Alternate Allowable Loads. 6. Truss chord cross-gra n tension may I nx; akrwable bads n arrornance with ANSFTPI 1 11. Simpson Strong -Tie* Connector Selector" Software includes the evakiat on of cross -gram tension in its hanger alowaole bads. For adeitronal information, contact Simpson Strorg-Tie. 7. Loads shown are based on a minimum 2-ply 2x carrying member. For single 2x carrying members. use N10 (100 x 1'h') nails Irto the header and reduce the allowable download to 0.70 of the table value. Tne abvraole uplift is 100°0 of the laola bad. 8. Nails: 16c = 0.162' dia. x 3'h' long, 1 Cd = 0.148" dia. x 3' long, 1 Od x I V = 0.148' do. x 1 h' long. See pp. 26-27 for other nad SIMS afxl nfcrmclkxn. 238 UPDATED 04117/17 HTU Face -Mount Truss Hanger (cont.) TFese products are approved for installation with the Strong -Drive" SD Connector screw. See pp. 39-40 for more information. Alternate Installation Table for 2x4 and 2x6 Carrying Member SIMPSON StiogTie Min. Minimum Fasteners OF/SP Allowable Loads SPF/HF Allowable Loads CodeModel No. Heel Height CarryingndCarriedup[ It Flo Snow R I iftoor Snow Ref, In.) Member Member Member 160) 00) 1 5) 125) 160) 60) 100) 115) 125) 160) HTU26 (Min.) 3A 2) 2x4 10) 16d 14) 1Od x 11h" 925 1,470 1,670 1.800 2.040 i 795 1,265 1,435 1,550 1,755 HTU26 (Max.) 51h 2) 2x4 10)16d 20)10d x 1'h" 1,310 1,470 1,670 1,800 2,250 1,125 1,265 1,435 1,550 1,935 L17 HTU28 (Max.) 71A 2) 2x6 20)16d 26)1Off x 11h' 1,970 2,940 3,340 3,600 3.905 1,695 2,530 2,870 3 095 3.360 FL HTU210 (Max) 9Y. 2) 2x6 20)16d 32)1Dd x 11,V 2,760 2.940 3,340 3,6o0 3 SOS 2,375 2,530 2,87D 3,095 3,360 1. See table above for dimensions and add tonal footnoles. 4. Nails: 16d = 0.162' dia. x 31A' long, 10dx11/1 = 0.1 z8' dia. x 1'A' long. 2. Maximum hanger gap for the alternate installation is W. See pp. 26-27 for other nail sees and ,nformation. 3. Wnd (16C) is a downloaci rating. Alternate Allowable Loads (1/2" Maximum Hanger Gap) Model Min. Dimensions (in.) I Fasteners DF/SP Allow_ able Loads I SPF/HF Allowable Loads Code No. Heel Height W H B Carrying Member Carried Member Uplift 160) Fl 100) Snow 115) Root 125) Wind 160) Uplift 160) Floor 100 Snow 1151 Roof 125) Wind 160) Ref. Single 21r Sizes HTU268 3h 1% 5M. 31/: 20)16d 11)10dx1'h" 6/0 2,/35 2,135 2,/35 2,135 5/5 1,/2S 1,05 1,125 1,/2S HTU26 (Min.) 3,1 1 % 5% 31h 1 (20)16d 14)10d x 11h" 1,175 2,940 3,100 3,100 3,100 1 010 1,955 1,955 1,955 195 HTU26 (Max.) 51A 1 % 5'Fa 31h 20)16d 20)1Od x 1'h' 1,215 2,940 3,340 3,600 1 3,760 1 1,045 2 370 2,370 2,370 2,370 17 HTU28 (Min.) 3 A 1 % 71Ae 311 26)16d 14) 1Od x 1 I/V 1,125 3,770 3,770 3,770 3,770 i 970 2.825 2,825 2,825 2,825 L17, HTU28 (Max.) 7Y. I-% 71Ac 31/: 26)16d 26) 10d x l'h' 1.920 3820 4,340 4,680 5,015 i 1,695 3,285 3730 3,765 31765 FL HTU210 (Mtn.) 3h 1% 9'/u 3'h 32)16d 14)10d x 1'h- 1,250 3.600 3.630 3.600 3,600 1,075 2,700 2,700 2.700 2,700 HTU210 (Max.) 9'/. 144 9% 3'h 32)16d 32) 1Od x 111- 3,255 14 705 5,020 5,020 5,020 1 2,800 3,765 3,765 3,765 3.765 Double 21r Sizes HTU26-2 (Min.) 37A 314s 5% 3112 (20)16d 14)10d 1,515 2,940 3,340 3,500 3,500 1.305 2,205 2,205 2,205 2.205 HTU26-2 (Max.) 5'h 3 is 5'k 31/2 (20)16d 20)10o 1.910 2940 3,340 3.500 13,500 1 1,645 2,205 2,205 2,205 2,205 HTU28-2 (Min.) 3% 3311; 7Yc 3% (26)16d 14)10d 1,490 3,820 3,980 3,980 3.980 1,280 2,985 2,985 2,985 2,985 17, HTU28-2 (Max.) 7'/. T4 s 7Ae 3'h (26)16d 26) 100 3,035 3,820 4,340 4,680 5,555 2.610 3,285 3.730 4,025 4165 FLFL HTU210.2 (Min.) 3'h 3Km; 9%ti 31h i (32)16d 14)10d 1,755 4.255 4,255 4,255 4,255 1,510 3,190 3,190 3.190 3190 HTU210-2 (Max.) 91/ TKi 9%. 31h (32)16d 32) 10d 3,855 4,705 5,345 5,760 6,47g 3,315 4.045 4.59.5 4,855 4,855 See :able foo'noles on p. 239. Options: See Hanger Options information on pp. 121-123. Skewed Seat Skewable up'o 671h`. Available in single and 2-ply size. No bevel cut required. Allowable Loads for Skewed HTU Hangers Model No. Skew Angle Degree) Fasteners OFUSP Allowable Loads12 HF/SPF Allowable Loads' Carrying Member Carried Member Uplift 133/160) Download 100/1151125) Uplift 133/160) Download 100/115/125) 51 20)16d 14)10d x 1'h' 1,315 2,945 1.130 2,550 HTU26 51-6715 20116d 12110d x 11if 970 2,595 835 2,230 51 26) 16d 20)10d x 1'fe" 2.015 3,060 1,730 F 2,630 HTU28 51-671h 26)16d 17)10d x 11h" 1,455 2,815 1,280 1 2,420 51 32116d 26 10d x 1'/2" 2.715 3175 2,335 2,730 HTU210 51-671h 32)16d 22)10d x11h' 2,005 3,040 1 725 2,615 51 20) 16d 14) lOd 1,335 2,555 1,145 2,200 HTU26-2 51-671h 20) 16d 12)10d 1.110 2.700 955 2,320 51 26116d 20) 10d 2,470 3,890 2,120 3,345 HTU28-2 51-671h 26)16d 17) tod 1.710 3,775 1 470 3,245 51 32)16d 26)10d 3,600 4,935 3,100 4,245 HTU210-2 51-671h 32)16d 22)10d 2,255 4,790 1 1.940 4.120 03nge A" Acu'.e flange side 0' Specify angle Top View HTU Hanger Skewed Right < 51 • D Speaangle 51' to 67'h" 1. Upif: loads hava bwi increased for witi.i or 3. Maxnnu•-i hanyer gap betwean end of joist (truss) and `ace of Top View HTU Hanger earthquake loading w th no further increase carrying member s 'A'. Skewed Right >_ 51' akwed. Reduce wnere other loads govern. 4. Nails: 16d = 0.162' da. x 3'h' long, 13dxl l5 = 0.148' dia. x I W lorg, 2. Allowable dcvmloads may rot be increased. 1 Od = 0.148' dia. x 3' kxme. See pp. 26-27 for otner nail sizes a-.d information. 0 7E 239 THA/THAC Adjustable Truss Hangers of A 6' s ; a product is preferable to similar connectors because of a) caster installation, b) higher loads, c) lower installed j cast, or a combination of these features. The THA series have extra ling straps that can be field -formed to gore height adjustability and top flange hanger convenience. THA hargers can be installed as top flange or face -mount hange s. THA4x and THA2x-2 models feature a dense nail pattern in the straps, which p ovides more installation options and allows for easy top flange installation. Material: See table Finish: Galvanized. Some products available in ZMAX° coating, see Corrosion Information, pp.15-18. Installation: Use all specifed fasteners see General Notes. The following installation methods may be used: Top Flange Installation — The straps must be field formed over the header - see table for minimum top flange requirements. Instal top and face nails according to the table. Top nails shall not be within ''"A" from the edge of the top flange members. Fcr the THA29, nails used for last attachment must be driven at an angle so that they penetrate through the con ter of the joist and into the header. For all other top flange installations, straighten the double shear nailing tabs and install the nads straight into the joist. Face Mount Installation — Instal all face nails accord:ne to the table. Not all nail holes will be filed on all models. On models where there are more nail holes than required, ,he lowest four face holes must be filed. Nails used for the joist attachment must be driven at an angle so that they oeretrate through the corder of the joist into the header. Alternate Installation — The THA 4x hangers may be installed In a top flange configuration using the tabulated fasteners for face -mount inslalat on and achieve the face-rTfount instalatcn loads. Instal the tabulated face nails into the face and top of the carryirg member. Nails used for the joist attachment must be driven at an angle so that they penetrate through the correr of the joist into the header. Uplift — Lowest face nails must be filled to achieve uplift bads. Options: THA hangers available wdh the header flanges turned in for JW' (except THA413) and larger, with no bad reduction - order THAC hanger. Codes: See p.14 for Code Reference Key Chart 1''i forTHAc422 2 h' forTHA422-2 THA426-2 THAC422 1 Y.' "CA 2'/,' br IHA422-2 O are THA426.2 O 0"'THA418 Face nails Top nails per table per table Double 4x2- Use full table value Single 4x2- See footnote 3 i the double tabs and install it into the joist Typical THA Top Flange Installation on a Nader except THA29) Alternate Installation of THA422 Dojble- I Double -Shear ! Dorne Double -Shear Nailing Nadng Side Vew Shear Side View i (Available on Na ling Do not I sa,.e models) Top Vew +.•v bend tao r U.S. FalEnt 5,603,580 SIMPSON StrOu 2 2 face nails Total) 4 top nails Total) double shear nailing tabs and instal nak stra I Typical THA422 Top Flange Installation on a 4x2 Floor Truss Typical THA29 Top Flange Installation 0 to 6 t30 229 THA/THAC Adjustable Truss Hangers (cont.) a These procucts are available weh additional corrosion protection. For more information, see p. 18. a F 230 SIMPSON ngnTie Model No Ga. a Dimensions (in.) Min.' Flange Min. DepthTop Fasteners DF/SP Allowable Loads SPF/HF Allowable Loads Code Ref. W H C Carrying Member Carried Member Uplift 160) Floor 100) Snow 115) Root 125) Wind 160) Uplift 160) floor 100) Snow 115) Roof 125) Wind 160) Top Face Straight Slant Top -Flange Installation' THA29 18 1% 9'A6 S% 2'hc 4)10d 4)10d 4) 1Dd 560 2,260 2,310 2,350 2,350 480 1,740 1,785 1,815 1.815 THA213 18 1% 13fttc 5'h 1'h 4) 10d 2)10d 4)10d x 1'h' 1,615 1.615 1,615 1,615 1,280 1.280 1,280I1.280 THA218 18 1% 173Sc 5'h 2 I - 4) 10d 2) l0a 4; 10d x 1 S4' 1.615 161511,615 1.615 1.280 1,280 11280 1,280 THA218-2 16 3'Ar 171%e 8 2 4) 16d I (2)16d 6) lOd 2,245 2,24512.24512,245 1,935 1,935 1,935 1,935 18, THA222-2 16 31A 223k 8 2 4)16d 2)16a 6)10d 2,245 2,245 2,245 2,245 1,935 1,935 1.935 1,935 Ll5, FL THA413 18 3% 13yic 411A 1'h. 4) 10d 2) 10d 4) lOd 1,615 1 615 1,615I 1,615 1,280 1.280 1.280 1 280 THA418 16 3% 17 7Z 7'4 2 4)16d 2)16a 6)10d 2,245 2,245 2,245 2,245 1,935 1,935 193511,9351 THA422 16 3% 22 7% 2 4)1Ed 2)16d 6110d 2,245 2,24512,245 2,245 1,935 1,935 1,935I1,935 THA426 14 3% 26 7% 2 6) 16d 2,435 2,435I2,435 2,435 2,095 2,095 2,095I2,095 FL THA422-2 14 71/, 994 2 1(4) 6)16d 3 330 3,330 3.330 3,330 2,865 2.865 2,865 2,865 170 THA426-2 14 7 . S26%6 934 2 4)16d I (4)16d 6) 16d 3.330 3,330 3,330 3.330 2,865 2,865 2,865 2,865 170 Face -Mount Installation' THA29 18 1% 9 %c 55E PA6 16)10d 4) 10d 56C 2,125 2,310 2,350 2.350 480 1,740 1,785 1,815 1,815 THA213 18 1 % 13%c 5'h 1341c 14) 10a 4)10d 1,170 1.. 5 2 02012, 65 03 780 1 68'' 5 1 775 THA218 18 1% 1 17M, 5'h 1174fc I (18) 10j 4) 10d 1.170 1,65 y 0 2„n5 CSs 780 65C i 1,'75I' 7 , THA218-2 16 3S4 171YwI 8 10, 1(22)16,1 6) 16d 1,855 3695 3,695 3.695 3,695 1.595 3,185 3,185 3,18513,185 18. THA222-2 16 3h 22344 8 1415c 22)16d 1 (6)16d 1,855 3695 3,695 zrsm 3695 1,595 3185 3,1115 3185I3,185 FL THA413 18 3% 13-A, 14'h 1133E 1 - (14) 10o I - 4) 10d 1,170 1,940 2,235I2.400 2,400 780 1,660 1910 2,07512,210 THA.418 16 3% 17'h 7 A 14 'A. 1 (22)16d 6) 16d 1,855 3 695 3 695 3,695 3 695 1,595 3185 3,185 3,185--[3.185 THA422 16 3% 22 A 141Ae 1 (22) l6d 6) 16d 1,855 3695 3,69513,695 3,695 1,595 3,185 3.185 3,185 3,185 THA426 14 3% 1 26 T% 1161Ac I (30)16d 6) 16d 1,855 4 480 480 448:1 4 48i: 1,595 5,?.: 55 3,R 313 F_5 FL THA422-2 14 7S4 221A, 934 116Yc I (30) 16d 6) 16d 1,855 5,160 5.520 5.520 5,520 1,595 4,440 4,745 4. 4514,745 THA426-2 14 7S6 261Ac 934 I 18 38) 16d 6)16d 1,855 5520 5,520 5,520 5.520 1,595 4.745 4,745 4,745 4,745 170 1. Opl if has been ncrensed 600% `or w nd or earthquake loading wrh no further ncre .se allowed, reduce where other loads govern. 2. V^d (160) is a download rating. 3. For single 4x2 top chord canyng memoers cr single 2x milers, the following THA hangers ran be rrstalled using 10d x 114' top rails and (2) 16d face nails with reduced allowable loads as noted THA418/THA422 1.415 10. `or DF/SP, 1.215 lb. 'or SPF, THA426: 2 245 lb. for DF/SP, 1,930 lb. for SaF, THA422-2,THA426-2, 2.345 lb. for DF/S? 2.015 lb. for SPF Loads are basec on winger nstalatons at panel points. 4. Face -mount installation loads are based on mn mum of 2-ply 2x carryng member. For strgle 2x rarrync members, use 10d x 11h' nails into the ca-png member and tabulated falterers into the tamed member, anc use 0.80 of the table value for 18 gauge, and 0.68 of the table value for 16 gauge and 14 gauge. 5. Min. Top Flange refers to the m nimum length of strap lnat must be freb fonred over the header. 6. Fo- the THA 2x moods, one strap may be installed vertically according tc the ace mount nailing requirements anc the ether strap wrapped over the truss chord according to Ile top flange na4ng requ,rements (see drawing on p. 229) anc achieve `_II tabulated top fiance tnstallet on bads. 7. Nails, 16d = 0.162' da. x 316' long, 10d = 0.148' dra. x long 10d x 1 k' = 0.148' d a. x 11,6" long. See pp. 26-27 for o her nal was and nfcrmat,on. 1111:I_1:i1IR*111 Skewed Truss Hangers Designed for 4x2 floor trusses and 4x beams, the THAR/1.422 has a standard skew of 45°. Straps must be bent for lop flange installation. PAN nailing helps el,minate splAtir g of 4x2 truss bottom chords. Material: 16 gauge Finish: Galvan zed Installation: Use all specified fasteners, see General Notes Straps must be field -formed over the header a minimum of 21h" Minimum and maximum nailing configurations available — see table for nailing requirements Codes: See p.14 `or Code Reference Key Chart 271V THAL422 SIMPSON Strong -Tie Typical THAL422 Installation with Minimum Nailing on a Floor Truss with Double 4x2 Top Chord Dimensions Min. Top Fasteners OF/SP Allowable Loads SPF/HF Alowable Loads Model in.) Chord on Effective Code Na Carrying Height Carrying Member Carried Member Uplift Floor Snow Roof Uplift Floor Snow Roof Ref. W H I C Member 160) 100) 115) 125) 160) 100) 115) 125) Top Face Straight Slant Single 4x2 9mir. 4) 10d x l'h" 2) 10d x I'h" 1) 10d x 1'h" 2) 10d x 1 h' 880 980 880 755 755 755 THA4/L422 Mn` 16 : 34 22'/i 8 i 18, Oa,We 4x2 9to12 4) tOd 2)100 1) 10d 2) 115, IOd x 11h" 1,525 1,525 1,525 1,315 1,315 1,315 12 1,090 1,090 1 090 935 935 935 Max. THAR) L422 16 3% 22% 8 D4x2le 9 inn. 4) 1 Od 8)10d 1) 10d 10d(2Ph' 310 1,675 1,675 1 675 265 1,440 1,440 1.440 1. Uplift has beer ncreased for wind or earhquake loading with no further ncrease allowed, recuce where other bads govern. 2. Rocf bads are 125% of fbcr loads unless I miteo by ether criteria. Floor bads may be adjusted fo; bad durations aceoreing to the code provided they do not exceed tnosa in fine rcof column. 3. Wr1e'e the top of the canned member ,s rush with the top of the carrying member. Hen is equal to the depth of the carnec member. Otherwise, Hen shall be measured from the top of the tearing seat to :he top of the caning member. 4. Nails: 10d = 0.148* dia, x 3' brig, 1 Od x 11h' = 0.148' cm, x 1''A" long, Son pp. 2E27 for other na I s zes and irformalion. ro 241 THJA26 Truss Hip/Jack Hanger The versatile THJA26 can accommodate right- or left-hand hips (at 45-degree skews). and can be installed before or after the h,p and jack Can also 0 0 be used for double (terminal) hips. o o 0 Material: 14 gauge 0o 0 0 o a o Finish: Galvanized Installation: n 5W o 0 Use all specified fasteners; see General Notes. AN muf ole members must be'asterled 0 together to act as a single unit. Shall be a -,,ached to a double girder truss to allow for required minimum nail penetration. THJA26 See footnote 3. Options: These hangers cannot be modified Codes: See p.14 for Code Reference Key Chart r ry0. workingpoint Top View Left -Hand Hip Installation workingpant Top View Right -Hand Hip Installation E1S%MPS0N lie Typical THJA26 Installation 110-111 or; Top View Terminal Hip without Center Common Jack Fasteners OF/SP Allowable Loads SPF/HF Allowable Loads Model Carried Code Carrying Hip Jack Uplift Floor Snow Hoof Wind Uplift Floor Snow Roof WindNo. Member Ref. Member 160) 100) 115) (125) 160) 160) 100) 115) 125) 160) Hip 720 2010 2,310 2,450 2.450 590 1,740 2,000 2,100 2,100 THJA26 (20) 16d 6) 10d x l'k" 4) I0d x 1 b4" Jack 240 670 1%0 815 815 195 583 610 IFL Total 960 2,680 3,080 3,265 3,265 785 2,320 2,670 i m Jr lft loads have been increased for w rd or eadhquaae bad ng w th no further increase abwee, recuce ,Mere other bads govern. 2. Wind (1C-3) is d download rd:ng. 3. Loads shann are based on a mn,mum (2) 2x6 carrying member. For single 2x carrying members (min. 2x6), use 10d x 1'h' nails and use 0.67 of the table value. For (2) 2x4 carrying members, multiply the download by 0.50. 4. -6d sinkers (0.146' dia. x 31/4' long) may be subsLtt.ted fcr'he specified 16d commons at 0.85 of the table bad. 5. Tab„fated hip are lack alo%vable bads assume tnat 75% of the total bad is d stnbuted to the hip and 25% to :he lack. It s permit-ed tc distr bute 65% to 85% of the tabula-ed'etal bad to the hip, and the remaining percentage of total bad tone lack. The combred hip and lack bad may not exceed the publ shed Total Load. 6. For terminal hips, divide tie total albwatle bad by 2 to determine the alowaole bad for each nip. 7.Truss cho•d cross -gran tension may hnu: allowable bads in accordance wth ANSVrPl 1= 01=. Simpson Strorg-Te` Connector Selector" sortware incl,des Me evaluator of cross -gran tension in is hanger allowable baps. For additional information, contact S mpson Strong-Te. 8. Nails: 16d = 0.162• c a. x 311V Iona, 10d x 1'h' = 0.148' dia. x 1'6' long. See pp. 26-27 for other nail s zes and nfcrmaiion. ro 247 o o1 VALLEY FRAMING & BRACING DETAIL Lumber Size and Grade Minumum Requirements minimum of aad 0.131'x2S') common win Was. Effects of not providing sheathing below a valley set must be evaluated by the building designer. This drawing applies to valleys WIM the following conditions: Spans (distanca between heels 40'-0" or less Maximum valley height- 14'-0' Maximum mean root height: 30 toot ASCE 7-05,140 mph, Enclosed, Cat 11, Exp 0,1=1.0, Itrt21.0 Or A Maximum of ASCE 7-10, 110 mph, Enclosed, Exp D, Kt-.1.0 Narrow edge of cripple can face ridge or rafter, at long as the proper number of nads an installed into ridge board Install blocking under raftor If sleepers on not usetl. Install blocking under cripples if 'crlpplos tart between l lower truss top chord' and lateral bracing to not used t Apply all nalling In accordance to currant NOS requirements. 11111Nailsarecommonwirenailsunlessnotedotherwise. a n M. _ I TRUSS TRUSS UNDER VALLEY FRAMING VALLEY RAFTER OR RIDGE cm 'CRIPPLE ripples 4'-0" for 30 pst (TL) and 20 psf (TD) Max. c• the crlppas for each row starting fmm the vatlays or sleepsn working Inward to the ridge board so that cripple locations are listed between rows. Typi mnection Requirement Notes 2x6 rafters to ridge 4 16d toe -nails Cripple to ridge 4 16d toenails Cripple to rafter 416d toenails i 16d face -halls Rafter to sleeper or blocking 516d toe -malls Rafter to two Zx6 sleepers 4164 toe -hills sleeper to truss 4 16d toe -nails Two 2xSsleepers to truss 316d toe -rails each sleeper S truss RWga board to root block 416d too -rails Ridge board bo truss 4 16d toe -nails Putrin to (Typ) 316d toe -nails Truss to blocking 4 16d toe -nails Truss to cripple 4 16d toe-nalls Truss to cripple 416d toe-nalls Cripple to pNrfin 316d toe -nails Collar beam to rafter 4 16d toe -nails Er 16d (0.162",r3.S") COMMON NAILS f v — (A) I(B) 0, 0a' atwn" nX1ov &L rare a Tier WAWDQ s I oe' artamtr rtaeal Tln mrvba to A.L oirrarclvts DMWVQ IBC b .LLM_- f No. 70861 ; V,' LL 20 30 40 54 REF VALLEY' FRAMING DATE 10/01714 True... r gee etNwe C.r. h r.Niretly, te-i e4ap1'e, h.t i eN RM.T b - rou.. er a-11 oaro [apo,ena s.r.ey D.re..ea.. , y trl,.rAiru r.Coi sy. _ s '* TC DL 10 20 7 7 p-. cac.a I+lot v a.rfon+Y wa. nncawhe Naruwa emu Me.we semr•r.rr wo,a a•a >qR awe. rw.a esner.u., w rJer' a rer..r.e nr •ss•I>,•a sta.,eaeet e...swp •M a.Q.. a4d BC DL OI 0 0 0 DRWG VACNV1601015 rillereYM. r tvde. r rh6 L.c. bM rot Yen..rer,t I.ter.l r..t ehtyr r ILI at ..: lu. a. a «.e b, a aa. .ram.... Mar .,.. <e ..a , STATE, OF • n2a ll JL e< t .:. a „we.n .. .. ,,,..,y,;....- w.,. m,......r Q a.r.r r en••hw tea-i i. nw.re M.e. BC LL 01 0 0 0 m llwt]Jh4NN1' ra•.. r m ewwe..<. t.. res .oe .. nap.,oi. rot r .his •.F e rr . n,a..,o. r.r .7w .,ea „rc im .re.nc..reh .rat.,9t t .r r.r tit.. +.+oW •:ORIDP=• TOT LD.3o a0 47 01 hre. u.s+.n s `r.a,y w r..swa s ••........ • O r, ... t rA re.,are.hs t eeyw. e•a. li/1aV wr ev.bp. y tee .epmpl.rie d pnfeseeW bull rAC. 1 25/1 15 Vrw.,. nr .rr a.x .,r ,...r +w +-..ha S r..•. ek•s.r.+rr+ev«aw++.eh' " A!+o a•.-.' arrsvnr h s. ' / N L E It la.drpY nrue CaroCti. hx: laWs r h..r VIED—_ WrR.u,e n`y T^Iy r—, ,^',•'^ Yy ' SPACING' SEE ABOVE Cracked or Broken Member Repair Detail Load Duration = 0% This drawing specifies repairs for a truss with broken chord Member forces may be Increased for Duration of Load or web member. This design Is valid on( yy for single ply trusses with 2x4 or 2x6 broken members. No more than one break per chord panel and no more than two breaks per truss are alloxed. Contact the truss manufacturer for any repairs that do not comply with this detail. B) - Damaged area, 12' max length of damaged section L) sw Minimum Malting distance on each side of damaged area (B) S) = Two 2x4 or two 2x6 side members, same size, grade, and species as damaged member. Apply one scab per face. Minimum side member lengths) _ (2)(L) + (B) Scab member length (S) must be within the broken panel. Nall into 2x4 members using two <2) rows at 4' o.c., rows staggered. Nall Into 2x6 members using three (3) rows nt 4' o,c., rows staggered. Nall using 10d box or gun nails (0.128'x3', min) Into each side member. The maximum permitted lumber grade for use with this detail Is limited to Visual grade 01 and MSR grade 1650f. This repair detail may be used for broken connector plate at mid -panel splices. This repair detail may not be used for damaged chord or web sections occurring within the connector plate area. Broken chord may not support any tle-In loads. S L L 4' o.c. Typlcal ~ O + o + o + O O + o + O + O + I — Stagger Back Face 10d Box (0.128' x 3', min) Nails, O = Front Face 2x4 Member - Double Row Staggert 2x6 Member_ -_ Triple Row _Stagpere, 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# 14150 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# 36350 4295# 4745# Web or Chord 2x4 42' 2975# 3045# 3505# 3835#. Web or Chord 2x6 43950 4500# 5225# 5725# Web or Chord 2x4 48' 3460# 3540# 4070# 4445# Web or Chord 2x6 5165# 5280# 6095# 6660# Nht.— L DMt— Nail Spacing Detail V aFtL ._. VAM*Off. RCM Ado rULLOV ALL NOTCS DN TICS DMVINa DlatTANTs rUtloSN THIS ZRAVD16 To ALL MMACTCRS INCLUIM 7W DISTAILUM REF MEMBER REPAIR DATE 10/01/14 f Q NF Tmu.e. _47, ..tn e.re h P0,1c.tha. h.,Nte. 01pp h.t.l .N b= RN•. b "I f W.. w 1•M.! .rtl. at SCSI Odwav C.rpvrM f.frty u` . trtinV Tfl .,w Rw f....r.tyetle.. YY. L llrl.rNnR 1M.e Itnctlru. IrrtWX .. i_. SrMrr %. p Im. r.y. r.oeer tt.—d emctr.l s e.Zr+w Net.n u,nrh•1 Mve rtM.rlY t., IWI riaw •.Limb L.c.t— sha- For r.rn•nwtt I.t.nl im-1,0 r .b. ha Mve Yr.cYp h.S.IMA M I •eC 17. R] SU. pp Yu cJIs. Appl M t.. t...rh i.e. eftru.. N M Itkm . .Jove m tM .Mint Drl.L.. vd•o rot" r.l•n R. f er t. draw s I6GA-I Ir t.n.er1 piste M.Itla . DRWG REPCHRD1014 AN rrW mMMNY t]] IR L.IutmtOtM EwN C1y, Mo 13045 MO.. dvlwn at ITV:1Ad7 C.1#.nma. (.u. 1n slru t as srmvM. fr YY ..v taw, Pl— h• Llli'ebri .. r..& M ti 1"A iMe Mr. h Sa —1 .Nh ANSVTII 1. fr NuJ.y, .1..plq. A . I n MI. sk *4 .v .pe Ythp 1N• r..Itp lnic.te.. .MK. M prof."Mn•l h. w•ly h WMY .WIY I.r tfr r.7n 1wn. D fr .tw . . 4 ihr .e tM4y M V. Ywy Rslyrr pw ANSLTPI 1 rw are hfrn•tw. . w. M• D.ne'.1 ter De .,w tM.. .. n.•t an. ALPM ...1 N.<en, TPd'...! yrt.rDl SRC. m..+u• r 1 Ica n.Jtcwlr SPACING 24.0' MAX 1 Jae.: SHOnINC Dfl'A1L NOTE: IF PALLETS'OF CONSTRUCTION MATERIAL WEIGHING MORE RECOMMENDED SHORING DETAIL ISAAEOUIRCpRE TO BE PLACED ON FLOOR TRUSSES, SHORING 9 CONCENTRATED LOAD DUE TO UPPER FLOOR CONSTRUCTION MATERIAL 77 ITIat, I 15G0 - CAPACITY POSTS;,@ 4'0" O.C rl SUSFLflQR=UNOERLAYMENT, PROVIDE 2'0' CLEARANCE'ON-ALL SIDES OF A.PALLET, MAXIMUM HEIGHT PEA PALLET IS- 200041. LOAD MUST ROE -SPREAD OVER AT LEAST 2-TAUSSES. NOTE; SEE APPROPRIATE ALPINE ' DRAWING, FOP LUMBER. PLAMS AND OTHER DATA NOT SHOWN MERE. iifdine Materini jYts. NOTE: SHORING HA7ERIAL ANO LABOR Ill" gypsuidbd, = 2:2 psf / 1Tl'" IaYcr' 11 MA7ERIALLISATO BE SUPPLIEO lJ 1/31t gypsum bd, -2.ii psf/5(B'1 Inycr I 9Y THE CONTRACTOR. of 11 cone. block a 60 psf / 8" layer- - snasonrybriek-33psfl.4','„layer;,, 2, 0_ M'IN I MUM 2000# 2) --2X6 HEAQER 4X4 OR (2).2X4X4-' 0", UNDER TRUSSES'WHEN.SHORING' POSTS @ '0" O.C.- Y IS REQUIRE©.' R,AP ret:v, 7/ia q+q CLEAR SPAN - - -- - - - '' - --•:{ P T Yp - At -PINE SCALE r_I r= ca o © R 'F DETAIL bAUS DATE 03/0 IDPWNC12396074 ALPINEr CI G CG o I =1 G'1 m n Alpine, an ITW Company 6750 Forum Drive, Suite 305 Orlando, FL 32821 Phone:(800)755-6001ALPINEwwwalpineitwcom Site Information: Customer Carpenter Contractors of America Job Number N333522 JobDescription VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RB01 Address City, State, Zip Name, Address and License # of Structural FOR if one exists for the building: Name: License #: Address City, State, Zip: State: Job Engineering Criteria: Design Code: FBC 6th edition (2017) View Version: 17 02 02.0211 16 JRef #. 1 Wd589750065 Wind Standard None Wind Speed (mph): 150 Roof Load (pso. 20 00-10 00- 0.00- Floor Load (pso. 40 00-10 00- 0 00- 5 00 500 This package contains a job notes page, 63 truss drawings and 10 details. Item Seal # Truss 1 213 18 1139 55210 FT1 3 213 18.1139 55132 MA 5 213 18 1139 55148 FT2 7 213.18.1139 56816 FT3 9 213.181139.55584 FT4 11 213.18 1139 55537 FT7 13 213.18.1139.56800 FT6 15 213 18 1139 56785 FT8G 17 213.181139.55459 Al 19 213.18 1139 55786 A3 21 213 18 1139.55755 A5G 23 213 18 1139.56053 G1 25 213 18 1139 55616 G3 27 213 18 1139.55366 FG1 29 213.181139.55382 D1 31 213 18 1139.55397 D3G 33 213 18 1139.55257 L2G 35 213 18 1139.55974 CJ54 Item Seal # Truss 2 213 18 1139 56211 FT1G 4 213 18 1139 55163 FT1GE 6 213 18 1139 56162 FT2GE 8 213 18 1139.56864 FT3G 10 213 18 1139 55865 FT5 12 213 18 1139.55272 FT7GE 14 213 18 1139.56722 FTS 16 213.18.1139.55802 FT10G 18 213.18.1139.55335 A2 20 21318.1139.55662 A4 22 21318.1139.56069 A5GA 24 213 18 1139 55179 G2 26 213 18.1139 55522 G4G 28 213 18 1139.56208 C 1 G 30 213 18 1139.56210 D2 32 21318.1139.55413 L1 34 21318.1139.55521 EJ74 This dxe nt has peen etectroricsty 36 213 18 1139.51i9flrt) u 3,C1i7Aa1 Sianat ire. Printwil copie4 wi h:)ut an original sionaturemust c •c cu u ra4 c u ,y o cicu u versim. 08/01 /2018 G NS{:•% Na.7C1as1 STATE OF p •, ' 14 Florida Certificate of Product Approval #FL1999 Printed 8/1/2018 4 36 41 PM ALPINE Cifn Infnrmnfinn- Customer I Carpenter Contractors of America Job Number N333522 JobDescnption VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RB01 Gty, State, Zip- Address - Item Seal # Truss 37 213 18 1139 55195 CJ14 39 213 18 1139.55958 V3 41 213 18 1139 55913 V 1 43 213 18 1139 56130 MV2 45 213 18 1139 57363 MV1A 47 213.18.1139 55523 EJ7A 49 213.18 1139 56068 EJ7 51 213.18.1139 56098 CJ5S 53 213.18.1139 55444 CJ3A 55 213.18.1139.55833 CJ5A 57 213.18.1139.55475 CJ3 59 213 18.1139 55133 HJ7 61 213 18 1139 55959 HRA 63 213 18 1139 55318 HJ2 Alpine, an ITW Company 6750 Forum Drive, Suite 305 Orlando, FL 32821 Phone (800)755-6001 www.alpineitw com Item Alpine, an ITW Company 6750 Forum Drive, Suite 305 Orlando, FL 32821 Phone (800)755-6001 www.alpineitw com Item Seal # Truss 38 213 18.1139 55849 H 1 G 40 213 18 1139 55303 V2 42 213 18.1139 55694 MG1 44 213 18.1139 55912 MV1 46 213 18.1139 55259 EJ7S 48 213 18.1139 55708 EJ2 50 213 18.1139 55647 CJ 1 S 52 213 18.1139 56006 CJ3S 54 213 18 1139 55757 CJ1A 56 213 18 1139 55568 CJ5 58 213 18 1139 55897 CJ1 60 213 18 1139 55648 HJ74 62 213 18 1139 55258 HJ7S This dxoment has peen electrorically ignPrl uvrr3 r Itiyual 4gnafiire. Printed copie4 with3ut an orlolnal signature must to ve rifted v s inq the oriq nal electronic version. 1 ptNlAiAtlry» Florida Certificate of Product Approval #FL1999 Printed 8/1/2018 4.36:41 PM Job Number: N333522 Ply 1 SEQN 1631 / T17 SY42 Cust R8975 JRef 1Wd589750065 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RB01 Qly 9 FROM PFH Dnallo 213 18 1139 55210 Truss Label: FT1 KM / PPH 08/01/2018 8'1"8 i 10'6"10 i 18'8" 10 r 8'1 „8 r 2'5„ 2 r 8,2„ f $ — 2,6" --jam 2,6"12 --1 — 2,6"12 --{ 2,6"12 2,6"12 —{ F5 i TYP) 4X6 3X3 15X3 =4X4 W=3X4 4X4 1114X6 A B C D E F G HI JK T T 1 X W V U T S R QP O N M L 15X3 =4X6 =4X4 11115X3 11115X3 11115X3 III 15X3 =4X4 =4X6 11115X3 1112X4 W=3X6 Loading Criteria (psi) Wind Criteria TCLL 4000 Wind Std NA TCDL 1000 Speed NA mph BCLL 000 Enclosure NA BCDL 500 Category NA EXP NA Des Ld 55.00 Mean Height NA ft NCBCLL 1000 TCDL NA psf Soffit 200 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 13B (Effective 6/112013) 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 "136" 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 18'8"10 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 I U / Rw / Rh / RL / W X 1030 / - / - I - / - / 7 3PfNACeNAVERT(LL) 0 233 R 939 360 Lu. NA Cs NA VERT(TL) 0 506 F 602 240 J 1013 / - / - I - / - / 3 0 Snow Duration NA HORZ(LL) 0 039 M - - X Min Brg Width Req = 15 HORZ(TL) 0 062 B Creep Factor 2 0 J Min Brg Width Reg = 1 5 Bearings X & J are a rigid surfaceCode / Misc Criteria Bldg Code FBC 6th ed 201 Max TC CSI 0 874 Bearing X requires a seat plate TPI Sid 2014 Rep Factors Used Yes Max BC CSI 0 997 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) Plate Type(s) Chords Tens Comp. Chords Tens. Comp VIEW Ver 170201A111521 A -B 0 -723 F-G 0 -2720WAVE 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) Webs Tens Comp Webs Tens Comp be supplied by erection contractor vp" ` 1 --""r Truss must be installed as shown with top chord up f1 /f y f', A - X 0 -1008 F - Q 11 564 11 y ••.+••'•••.. •f 4 E A-W 1151 0 Q-G 447 0 i•Cj . W- B 0 -1131 G- N 0 675Y i B- V 763 0 N- H 694 0 V-C 0 -744 H-M 0 1190 0.708 C-T T-E 471 0 0 -618 M-J 1270 0 o SAT O j r., COA #0alr1$ reMnla 1R 08/01 /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 (BuildingComponentSafetyInformation, 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 properlyattachedrl41dceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginstalledperBCSIsectionsB3, B7 or 910, as applicable Apply plates to each face oftruss and position as shown above and on the JointDetails, unless noted otherwise Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildincLgComponents Group Inc shall not be responsible for any deviation from this drawing,any failure to build the ,r,,,CoM„J,, truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of.trussesA seal on this drawing or cover pae2400 Lake Orange Dr listing this drawingindicatesacceptanceofpro) essionar engineering responsibilitty solely for the design shown. The suit -ability Suite 150 and use ofthisgnawingforanystructureistheresponsibilityoftheBuildingDesigrierperANSI/TPI 1 Sec.2. For more information see thisjob's general notes page and these web saes ALPINE www al inedw com, TPI www t insl or , SBCA www sbandustry com, ICC www iccsafe org Orlando FL, 32837 Job Number: N333522 Ply 1 SEQN 43939 / T71 / SY42 Cust RR8975 JRef 1 Wd589750065 VARIOUS ,9A6/9A7,258SE/258MA/258TA,RB01 Qly 1 FROM RDG DrwNo. 21318113956211 Truss Label: FT1G SN / WHK 08/01/2018 8' 1 "8 811,18 f T^ 2' 6" 2,612 }- — 2'6"12 —{ TYP) 6X6 1 5X3 = 5X5 A B T 2 IR I—I 12 X W 15X3 = 6X6 107141' 18'8" 10 2-6 . 4'1" 8 3' 11"10 6X6 1114X6 C D V U T S R 5X5 -3X8 1114X6 W= 3X6 18'8" l0 18' 8"14 Loading Criteria (psf) Wind Criteria TCLL 4000 Wind Std NA TCDL 1000 Speed NA mph BCLL 000 Enclosure NA BCDL 500 Category NA Des Ld 55 00 EXP NA Mean Height NA ft NCBCLL 1000 TCDL NA psf Soffit 200 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 # 1 Bot chord 4x2 SP 2400f-2 OE B1 4x2 SP #2 N B4 4x2 SP #1 Webs 4x2 SP #3 : W21 4x2 SP #2 N Lumber value set "l3B" 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 1861 BC From 10 plf at 0 00 to 10 plf at 1830 TC 695 lb Conc Load at 14 63 Plating Notes All plates are 3X6 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 Gun nails (0 128" x3",min ) Strongback material to be supplied by erection contractor Truss must be installed as shown with top chord up 1'3"12 11" 2 5" 2'6"121 F` , F d 1113X4 — W=3X4 E F —4X10 P 04 6X6 1116X8 H I JK N 6X8 M 8X8 Snow Criteria ( Pg, Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Fig 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) 0 266 E 821 360 X 1176 / - / - I - / - 7 3 Lu NA Cs NA VERT(TL) 0 508 E 583 240 J 1563 / - / - / - / - 3 0 Snow Duration NA HORZ( LL) 0 024 M - - X Min Brg Width Req = 15 HORZ(TL) 0 033 M J Min Brg Width Reg = 1 5 Code I Misc Criteria Creep Factor 2 0 Bearings X & J are a rigid surface Bldg Code FBC 6th. ed 201 Max TC CSI0 885 Bearing X requires a seat plate TPI Std 2014 Max BC CSI 0 933 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) Chords Tens Comp Chords Tens Comp Plate Type(s) WAVE VIEW Ver 17 02 02C 0211 16 A - B 0 -911 F - G 0 -4066 B- C 0- 2472 G- H 0- 3576 C- D 0- 3556 H- 1 0- 3559 D-E 0-4117 1 - J 0 -1484 E - F 0 - 4068 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp W-V 1816 0 R- Q 4117 0 V-U 3012 0 Q- P 4127 0 U-T 3012 0 P- O 3872 0 T- S 3013 0 O- N 3872 0 S- R 4105 0 N- M 2847 0 o'. SAT O • Q l coA asS ONAIL a nselw+ n 08/ 01 /2018 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens Comp A- X 0 -1128 Q- E 135 404 A- W 1346 0 E- P 278 544 W- B 0 -1368 P- G 462 0 B-V 992 0 G-N 0 449 V- C 0- 794 H- N 0 647 C-S 813 0 N - 1 1194 0 S -D 0-1043 1 - M 0 2061 D-R 452 -89 M-J 2165 0 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) for 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 ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable AppTy plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise Defer to ALPINE drawings 160A-Z for standard platepositionsAlpine, a, division of ITW Building Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build the µriw,o~ truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of,trussesA seal on this drawing or cover page , . 6750 Forum Drive listing this drawing indicates acceptance ofproessionaengineeringresponsibilitysolelyforthedesignshown. The suiCability Suite 305 and use of this gnawing foranystructureistheresponsibilityoftheBuildingDesignerperANSIITPI1Sec.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 sbcmdus" com, ICC www iccsafe org Orlando FL, 32821 Job Number. N333522 Ply 1 SEQN 1632 / T9 / SY42 Cust R R8975 JRef 1 Wd589750065 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RB01 Qty 1 FROM HMT DrwNo 213 18 1139 55132 Truss Label: FT1A KM / WHK 08/01/2018 8' 1"8 8'1"8 9` 8+ 18'5"9 1'7" 8'9"1 4' 8 r {— 2'6" -1 -- 2'6"12 --T— 2'6"12 1'4"8 2.6..12 —1 2'6"12 91,10 NP) 4X6 15X3 =4X4 11115X3 =3X6 5X8 1112X4 A B C D E F G H I J T 51,2 m A5T2N I—I1XWVUTSRQPONMLrjK 15X3 =4X6 =4X4 11115X3 11115X3 III 15X3 =4X6 1114X6 1112X4 W=3X6 1111 5X3 Loading Criteria (psf) Wind Criteria TCLL: 4000 Wind Std NA TCDL 1000 Speed NA mph BCLL 000 Enclosure NA BCDL 500 Category NA Des Ld 55 00 EXP NA NCBCLL 10 00 Mean Height NA ft TCDL NA psf Soffit, 200 BCDL NA psf Load Duration 1 00 MWFRS Parallel Dist NA Spacing 24 0 " C&C Dist aNA 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 B2 42 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 1834 BC From 10 plf at 0 00 to 10 plf at 1834 TC 1550 lb Conc Load at 16 15 TC 328 lb Conc Load at 17 03 TC 247 lb Conc Load at 18 34 Plating Notes All plates are 3X4 except as noted Additional Notes 2x6 # 3 HEM -FIR or better continuous strongback Attach to each truss where shown with 3-10d Box or Gun nails (0 128"xT',min ) Strongback material to be supplied by erection contractor. Truss must be installed as shown with top chord up 17' 2"15 18' 5"9 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pig NA Ct NA CAT NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W X 976 / - / - / - I - / 7 3 PfNACeNAVERT(LL) 0 147 S 999 360 Lu NA Cs NA VERT(TL) 0 382 D 877 240 L 3174 / - I - l - I - l 5 7 Snow Duration NA HORZ(LL) 0 027 B - - X Min Brg Width Req = 1 5 HORZ( TL). 0 045 L Creep Factor 2 0 L Min Brg Width Req = 1 5 Bearings X & L are a rigid surface Code / Misc Criteria 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) VIEW Ver 17 02 01A 1115 21 A -B 0 -679 E -F 0 -2628 B- C 0-1787 F -G 0 -2199 WAVE C- D 0- 2444 G- H 0 -1359 D - E 0 -2633 G E SAC. , 0. Z08 1 a SAT O QNAI. COA #d,g harwln08/ 01 /2018 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) Webs Tens Comp Webs Tens Comp A- X 0- 955 F- O 0 477 A- W 1082 0 O- G 494 0 W - B 0-1061 G-`N 0 857 B- V 697 0 N- H 946 0 V- C 0- 676 H- L 0- 2428 C- T 398 0 L-1 0 781 T- D 54 - 486 1- K 396 0 R - F 539 -156 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, handlin shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions Installers shall provide temporarryy racing per BCSI Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly attached rigqid ceilinq Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or B10, as applicable AppTy plates to each face oftrussand position as shown above and on the Joinf"Details, unless noted otherwise Refer to ALPINE drawings 160A- ZforstandardplatepositionsAlpine, a. division of ITW Building omponents Group Inc shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSI/T 11, or for handling, shipping, installation and bracing of,trussesA seal on this dr wing or cover page, , 2400 Lake Orange Dr listing this drawingindicatesacceptanceofprofessionarengineeringresponsibilittyvsolelyforthedesinshown. The suiTability and use ofthisgnawingforanystructureistheresponsibilityoftheBuildingDesigrierperANSIlTPI1Sgec.2. Suite 150 For more information see thisjob's general notes page and these web sites ALPINE www al ineitw com, TPI www t inst or , SBCA www sbcjndustry cam, ICC www iccsafe org Orlando FL, 32837 Job Number' N333522 Ply 1 SEQN 1634 / T8 / SY42 Cust R R8975 JRef 1 Wd589750065 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,R801 Qty 1 FROM PFH DrwNo 213 18 1139 55163 Truss Label. FT1GE KM / WHK 08/01/2018 12 1'2"1 1191, B'0"10 18'5"2 18"10r1'9" 5'0"14 1014"8 31 8 r 6'5"14 TV' 2'6"12 1 27"4 2'5"8 TYP) 211" 1'4" —{ TYP) W=3X4 3X4 3X4 =4X6 =3X6 =4Xfi 6X6 A B C D E G H I J K LM Tz T 1 51 N 1 S R O P O N Z Y X W v T =4X6 =4X6 =3X4 =6X6 1112X4 =3X4 17"4 j- 18'8"10 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs), or'=PLF TCLL 4000 Wind Std NA Pg NA Ct NA CAT. NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W Z 62 / - / - / - / - / 7 3TCDL. 1000 Speed NA mph Pf NA Ce NA VERT(LL) 0 048 P 999 360 BCLL. 0.00 Enclosure NA Lu NA Cs NA VERT(TL) 0 191 P 920 240 Z 510 I - / - / - ! - / 108 BCDL 500 Category NA Snow Duration NA HORZ(LL) 0 007 O - - L 1335 I - / - / - / - / 30 Des Ld: 55 00 EXP NA HORZ TL 0 017 O Z Min Br Width Re 1 5gg Code / Misc CriteriaNCBCLL1000 Mean Height NA ft Creep Factor 2 0 Z Min Brg Width Reg = - Soffit 2 00 TCDL NA psf BCDL NA psf Bldg Code FBC 6th ed 201 Max TC CSI 0.836 L Min Br Width Re 1 5 Load Duration 1 00 MWFRS Parallel Dist NA TPI Std 2014 Max BC CSI 0 724 Bearings Z, Z, & L are a rigid surface Bearing Z requires a seat plate Spacing 24 0 " C&C Dist a. NA It Rep Factors Used. No Max Web CSI. 0.779 Loc from endwall NA FT/RT 20(0)/10(0) Members not listed have forces less than 375# I NA GCpi NA Plate Type(s) Maximum Top Chord Forces Per Ply (Ibs) Wind Duration NA WAVE VIEW Ver 17 02 01A 1115 21 Chords Tens Comp Chords Tens Comp Lumber G- H 745 0 J- K 0- 1997 Value Set 13B (Effective 6/1/2013) H - 1 745 0 K - L 0 - 1097 Top chord 4x2 SP 2400f-2 OE Ti 4x2 SP #1 1-1 0 - 1241 Bot Chord 4x2 SP #2 N Webs 4x2 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Lumber value set "1313" uses design values Chords Tens Comp Chords Tens Comp approved 1/30/2013 by ALSC S- R 570 0 Q- P 1937 0 Special Loads R- Q 1937 0 P- O 2034 0 Lumber Dur Fac =1 00 / Plate Dur Fac =1 00) TC From 300 plf at 0 00 to 300 plf at 1615 Maximum Web Forces Per Ply (Ibs) TC From 100 plf at 16 15 to 100 plf at 1859 Webs Tens Comp Webs Tens CompBCFrom10plfat000to10pitat1830 TC 125 lb Conc Load at 0 04 A - Y 0 -412 I - R 1064 0 TC 574 lb Conc Load at 16 15 itil+Ilrllurtrr/r Y - B 0 - 434 R - J 0 - 1074 Plating Notes dQ1 u r sI' I `%{ ti G- S 0- 763 K- O 0- 1521 S - 1 0 -2089 O - L 1636 0 plates are 1 5X3 except as noted EAlls•• •., • /' Additional Notes G •. Maximum Gable Forces Per Ply (Ibs) 3 , .• : Gables Tens Comp Gables Tens Comp See ANSI/TPI 1 Sect 7 for additional bracing t • requirements Bracing material to be supplied by Q' 708 4 C - X 0 -409 E - V 0 -428 erection contractor W 0 -390 Truss must be installed as shown with top chord up SAT O A- r< 0- G COA ONAL h rr+t+uw+e 08/ 01/2018 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 Component Safety Information, by TPI fo'r shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building and SBCA) bracingperBCSIUnlessnotedoherwise,top chord shall safetypractices prior to performing these functions Installers shall provide temporary haveattachedstructuralsheathingandbottomchordshallhaveaattached rigid ceiling Locations shown for permanent properly lateral restraint of webs shall have bracing Installed per BCSI sections Details, properly B3, B7 or B10, as applicable AppTy plates to each face of truss and drawings 160A-Z for standard plate positions position as shown above and on the Joint unless noted otherwise Refer to ALPINE Alpine, a. division of ITW Buildin%1Components Group truss ANSI/TPI 1, for handling, Inc shall not be responsible for any deviation from this drawing,any failure to build the o , bracing drawing inconformancewithorshipping, installation and of,trussesA seal on this or cover page ability2400Lake Orange Dr listingthisdrawingindicatesacceptanceofproessiona, engineering responsibility solely for the design shown. The sui ability Suite 150 thisgnawingforistheDesigrierANSI/TPI 1 anduseofanystructuretheresponsibilityofBuildingperSec.2. For more information see thisjob's general notes page and these web sites ALPINE w al ineitw com, TPI v t insl or , SBCA ww sbcmdust com, ICC —ccsafeorg Orlando FL, 32837 Job Number: N333522 Ply 1 SEQN. 1635 / T6 / SY42 Cust. R R8975 JRef 1 Wd589750065 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,R801 Oty 5 FROM ROG DrwNo 213 18 1139 55148 Truss Label. FT2 KM / WHK 08/01/2018 6'10" 8 1 8'8" 15'6"8 f 6'10"8 1'9"8 T 6'10"8 a" F i 2,6„ 2,6"12 1'4"$ -I F-1,4„8 -— 2,6„12 NP) 4X6 =4X6 1 5X3 1111.5X3 1111.5X3 =1 5X3 A B C D E F G H T 00 1512 JS R 15X3 =4X4 1112X4 Loading Criteria (psf) Wind Criteria TCLL 4000 Wind Std NA TCDL 1000 Speed NA mph BCLL 000 Enclosure NA BCDL 500 Category NA EXP NA Des Ld 55 00 Mean Height NA ft NCBCLL1000 TCDL NA psf Soffit 200 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 #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 Gun nails (0 128"x3",min ) Strongback material to be supplied by erection contractor Truss must be installed as shown with top chord up Q 1111 5X3C N L 1111. 5X3 =4X4 J I15X3 1112X4 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 Udefl U# Loc R / U / Rw / Rh / RL / W Pf NA Ce NA VERT(LL) 0 117 D 999 360 S 841 / - / - / - / - / 7 3 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 201 Max TC CSI 0 587 Bearings S & J require a seat plate TPI Std 2014 Max BC CSI 0 812 Rep Factors Used Yes Max Web CSI 0 434 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT 12(0)I10(0) Chords Tens Comp Chords Tens Comp Plate Type(s) WAVE VIEW Ver 170201A111521 A-B B- C C - D D - E i o. 708 1 a • il SAT O 08/ 01 /2018 0 - 572 E - F 0 -1920 0 - 1455 F - G 0 -1455 0 - 1920 G - H 0 - 572 0 - 1926 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 1772 0 P- 0 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, handlin shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions Installers shall provide temporary bracing per BCSI Unless noted otherwise,top chord shall have property attached structural sheathinq and bottom chord shall have a propperly attached ri id ceilin Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or 810, as applicable Apply plates to each face ofPtruss and position as shown above and on the Joinf9Details, unless noted otherwise Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine, a, division of ITW Bui ldi ncc_ Components Group Inc shall not be responsible for any deviation from this drawlno any failure to build the .frw co~ truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of,trussesA seal on this dr wing or cover pafge , , 2400 Lake Orange Dr. listing thisdrawingindicatesacceptanceofproTessionafengineeringresponsibilitysolelyforthedesignshown. The suitability Suite 150 and useofthisdrawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. For more information see this fob's general notes page and these web sites ALPINE www alpineitw com, TPI www tpinst org, SBCA- www sbandustry com, ICC www imsafe org Orlando FL, 32837 Job Number' N333522 Ply 1 SEQN 1636 / T4 / SY42 Cust R R8975 JRef 1 Wd589750065 VARIOUS ,9A6/9A7 .258SE/258MA/258TA ,RB01 Qty 1 FROM RDG Dl 213 18 1139 56162 Truss Label: FT2GE KM / WHK 08/01/2018 2'11' 1 1'2" 1 1'9" 157' _ i15'6"8 1'9" 1274 4' 13'5'12 ri l - 2' 11 • -(_ 1'4" —1 TYP) 3X4 Ill A B C D E F G H I J K LM Loading Criteria (psg Wind Criteria TCLL 4000 Wind Std ASCE 7-10 TCDL 1000 Speed 150 mph BCLL 000 Enclosure Closed BCDL 500 Risk Category II EXP C Des Ld 5500 Mean Height 15 00 fl NCBCLL 10 00 TCDL 4 2 psf Soffit 200 BCDL 3 0 psf Load Duration. 1 00 MWFRS Parallel Dist 0 to h/2 Spacing 24 0 " C&C Dist a 3 00 ft Loc from endwall Any GCpi 0 18 Wind Duration 1 00 Lumber Value Set 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set "1313" uses design values approved 1/3012013 by ALSC Bracing Sheathing is required for any longitudinal(drag) forces All connections to be designed by the building designer. Special Loads Lumber Dur Fac = 1 00 / Plate Dur Fac =1 00) TC From 291 pif at 0 00 to 350 plf at 588 TC From 387 plf at 5 88 to 387 plf at 942 TC From 350 plf at 9 42 to 291 plf at 1529 BC From 10 plf at 0 00 to 10 pif at 1529 TC 324 lb Conc Load at 0 04,15 29 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 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 (Pg, Pf in PSF) Pg NA Ct NA CAT W Pf NA Ce NA Lu NA Cs NA Snow Duration NA Code / Misc Criteria Bldg Code FBC 6th ed 201 TPI Sid 2014 Rep Factors Used Yes FT/RT 20( 0)/10(0) Plate Type(s) WAVE Defl/CSI Criteria Maximum Reactions (Ibs), or'=PLF PP Deflection in loc L/defl U# Loc R / U / Rw / Rh / RL / W VERT(LL) 0 002 B 999 360 O` 382 / 31 / 31- VERT(TL) 0 008 B 999 240 Wind reactions based on MWFRS HORZ(LL) 0 001 AA - - O Min Brg Width Req = - HORZ(TL) 0 002 AA Bearing AA is a rigid surface Creep Factor 2 0 Bearing AA requires a seat plate Max TC CSI 0 424 186 Max BC CSI 0.030 Members not listed have forces less than 375# Max Web CSI 0 257 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens Comp A -AA 23 - 405 Z - B 82 - 449 VIEW Ver 17 02 01A 1115 21 08/01 /2018 Maximum Gable Forces Per Ply (Ibs) Gables Tens Comp Gables Tens Comp C - Y 72 431 H - T 67 482 D - X 67 440 I - S 67 445 E - W 67 477 J - R 69 424 F-V 67 518 K-0 81 434 G - U 67 519 L - P 58 386 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) for safely practices prior to performing these functions Installers shall provide temporary bracng per BCSI Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached r1ppld ceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracininstalledperBCSIsectionsB3, B7 or 910. as applicable Apply plates to each face oftrussand position as shown above and on the Joint9Details, unless noted otherwise Refer to ALPINE drawings 160A-Z for standardplatepositionsAlpine, a, division of ITW Building Components Group Inc shall not be responsible for any deviation from this drawn any failure to build the ,, liV, Ps . truss in conformance with ANSI/ TPI 1, or for handllnq, shippinq, installation and bracing of trussesA seal on this dr wing or cover page, , 2400 Lake Orange Or listing this drawing indicates acceptanceofproTessionarengineeringresponsibilitysolelyforthedesinshown. The suiTability Suite 150 and use of this gnawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. For more information see thisjob' s general notes page and these web sites ALPINE www al ineitw com, TPI www t msl or , SBCA www sbondustry com, ICC www iccsafe org Orlando FL, 32837 Job Number. N333522 Ply 1 SEQN 32324 / T10 / SY42 Cust RR8975 JRef 1Wd589750065 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,R801 Oly 3 FROM RDG DwNo 213 18 1139 56816 Truss Label: FT3 KM / WHK 08/01/2018 6'10" 8 8'5" 12 I 15'2"12 f 6'1T8 17-4 f 69„ 1 F -1 2'6" -}-- 2'6"12 + 1'4"8 -I f-1'4"8 _I — 2'612 —{ nP) 4X6 15X3 =3X3 =3X4 11115X3 11115X3 =3X4 =3X3 =4X6 A B C D E F G H T 50 T R Q D n AI nn I k I 1 15X3 =4X4 1112X4 Loading Criteria (psf) Wind Criteria TCLL 4000 Wind Std NA TCDL 1000 Speed NA mph BCLL 000 Enclosure NA BCDL 500 Category NA EXPDesLd55MeanNnHeightNAft00 NCBCLL 1000 MeaghAKzt NA TCDL NA psf Soffit 200 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 #2 N Webs 4x2 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Additional Notes 2x6 # 3 HEM -FIR or better continuous strongback Attach to each truss where shown with 3-10d Box or Gun nails (0 128"xT%min ) Strongback material to be supplied by erection contractor Truss must be installed as shown with top chord up 3X3 11115X3 =3X3 =3X3 11115X3 =3X3 =4X4 1112X4 15' 2"12 4' g 4„ Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Fig NA Ct NA CAT NA PP Deflection in loc Udefl U# Gravity Non -Gravity Pf NA Ce NA VERT(LL) 0 115 E 999 360 Loc R+ / R- / Rh / Rw / U / RL Lu NA Cs NA VERT(CL) 0157 E 999 240 R 831(- Snow Duration NA HORZ(LL) 0 023 J - - 1 831/- HORZ( TL) 0 033 B R Brg Width = 7 2 Min Req = 1 5 Code / Misc Criteria Creep Factor 2 0 1 Brg Width = 3 5 Min Req = 1 5 Bldg Code FBC 6th ed 201 Max TC CSI 0 512 Bearings R & I are a rigid surface TPI Std 2014 Max BC CSI 0 769 Bearing R requires a seat plate 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 17 02 02C 0211 16 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 0 - N •GE SF s i o. 708 1 d SATQ t 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 COA 9 ,Q A 0 Y ItlittltSptf 9/ 01 /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, handlln shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for 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 propperly attached rigid ceiling Locations shown for _permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable Apply Oates to each face otruss and position as shown above and on the JoinCDetails, unless noted otherwise Refer to ALPINE drawings160A-Z for standard plate positions. Alpine, a.dlvislon of ITW Building Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build the µFVCo~ truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of,trussesA seal on this drawing or cover pa e , . 6750 Forum Drive listingthis drawing indicates acceptance of pro-fessionar en meennq res onsibilittyy solely for the deli n shown. The suI abili Suite 305 andseofthisdrawingforanystructureistheresponsibilityoftheBuildingDesigrierperANSI(TPI1 S c.2. ry For more information see this job'sgeneral notes page and these web sites ALPINE wwwpmeitw com, TPI www t mst or , SBCA www sbandust com, ICC -ccsafeorg Orlando FL, 32821 Job Number: N333522 Ply 1 SEON 32323 / T38 / SY42 Cusl R R8975 JRef 1 Wd589750065 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RBO1 Qty 1 FROM PFH DrwNo 213 18 1139 56864 Truss Label: FT3G KM / WHK 08/01/2018 66" 1 7'3"4 1 11'3" 1` 15'2"12 5'6" 1'9"4 3'11" 12 311" 12 17'12 TYP) 4X6 1111 5X3 15X3 =4X4 =3X4 11115X3 1113X4 =4X10 1114X6 =6X6 A B C D E F G H I ri n D n AI nn I I! IR 1.5X3 =4X6 Loading Criteria (psf) Wind Criteria TCLL. 40.00 Wind Std NA TCDL 1000 Speed NA mph BCLL 0-00 Enclosure. NA BCDL 500 Category NA DEXP NA Kzt NA Des Ld 55 00 Mean Height NA ft NCBCLL 1000 TCDL NA psf Soffit 200 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 #1 Bot chord 4x2 SP 2400f-2 OE Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 2X4 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 Gun nails (0 128"x3",min ). Strongback material to 4X4 1113X4 =3X3 1114X4 =5X8 =5X5 i 15712 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Fig NA Ct NA CAT- NA PP Deflection in loc Udefl U# Gravity Non -Gravity Pf NA Ce NA VERT(LL) 0 291 O 602 360 Loc R+ I R- I Rh / Rw / U / RL Lu. NA Cs NA VERT(CL) 0 400 O 438 240 S 1082(- Snow Duration NA HORZ(LL) -0 030 1 - - J 1564l- HORZ( TL) 0 042 1 S Brg Width = 7 2 Min Req = 1 5 Code / Misc Criteria Creep Factor 2 0 J Brg Width = 3 5 Min Req = 1 5 Bldg Code FBC 6th ed 201 Max TC CSI 0 882 Bearings S & J are a rigid surface TPI Std 2014 Max BC CSI 0 934 Bearing S requires a seat plate Rep Factors Used Yes Max Web CSI 0 896 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 02C 0211 16 A - B 0 -760 E - F 0 - 3284 B- C 0- 2060 F- G 0- 2037 C- D 0- 2798 G- H 0- 2037 D- E 0- 2807 H- 1 0- 1182 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp R- Q 1490 0 N- M 3208 0 Q- P 2781 0 M- L 3208 0 P- O 2798 0 L- K 1299 0 O - N 3198 0 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens Comp A - S 0 - 1068 O - E 177 - 649 be supplied by erection contractor.• * j. rj f A - R 1210 0 F - L 0 - 1680 Truss must be Installed as shown with top chord up ., "M ' +• / 'r; R - B 0 - 1159 L - H 1521 0 S • ` B - Q 905 0 H - K - 144 Q- C 0 -1145 K - I 1881 0 0wi • E •• C - P 418 0 1-1 0 -1540 c ; r o. 7,08 1 S AT 0 Q COA mil i • v1`' 08/ 01/2018 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 TPI and SBCA) for 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 2ttached rigid ceilin Locations shown for permanent lateral restraint of webs shall have bracin insRalled per BCSI sections 63, B7 or 610, as applicable Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise Defer to ALPINE drawings160A-Z for standard plate positions Alpine, a.division of ITW Building Components Group Inc shall not be responsible for any deviation from this drawlne any failure to build the ,,,,,ro,,,,„, truss in conformance with ANSI PI 1, or for handling, shipping, installation and bracing of trussesA seal on this dr wi g or cover page , , 6750 Forum Drive listingthisdrawingindicatesacceptanceofproessionaengineeringresponsibilitysolelyforthedesignshown. The sui ability Suite 305 anduseofthisgnawingforanystructureistheresponsibilityoftheBuildingDesigrferperANSI/TPI 1 Sec.2. For more information see thisjob's general notes page and these web sites ALPINE www al ineitw com, TPI www t inst or , SBCA www sbundustry com, ICC www iccsafe org Orlando FL, 32821 Job Number: N333522 Ply 1 SEQN 1639 / T57 / SY42 Cust RR8975 JRef 1Wd589750065 VARIOUS ,9A6/9A7 ,258SEJ258MA/258TA ,RB01 Qty 2 FROM RDG DrwNo 213 18 1139 55584 Truss Label: FT4 KM / WHK 08/01/2018 I 6'10"8 9'3"12 14'10"12 f 610„8 11 2'5„4 T 57' 1 F +- — 2,6" --1-- 2'6"12--f-1'4"8 -I F TYP) 4X6 1 5X3 = 3X4 III 1 5X3 1114X6 A B C D E FG HI T 5Yz 1 12 R Q P O N M L K 15X3 ='^' 1112X4 Loading Criteria (pso Wind Criteria TCLL 4000 Wind Std NA TCDL 10.00 Speed NA mph BCLL 000 Enclosure NA BCDL 500 Category NA EXP NA Des Ld 5500DDes 10 00 Mean Height NA ft TCDL NA psf Soffit 200 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 611/2013) Top chord 4x2 SP #2 N Bot chord 4x2 SP #1 Webs 4x2 SP #3 Lumber value set "1313" 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 3-10d Box or Gun nails (0 128"xT%min ) Strongback material to III I.JAJ III I.J^O III 1 J^J T T 14'10"12 Snow Criteria (Pg,Pf In PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Fig NA Ct NA CAT NA PP Deflection in loc Vdefl L/# Loc R ! U / Rw / Rh / RL W Pf NA Ce NA VERT(LL)- 0 159 D 999 360 R 817 I - l - l - I - l 7 3 Lu NA Cs NA VERT(TL) 0 349 D 678 240 H 804 / - / - / - / - 3 5 Snow Duration NA HORZ(LL) 0 035 B - - R Min Brg Width Reg = 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 201 Max TC CSI 0 849 Bearing R requires a seat plate TPI Std 2014 Max BC CSI 0 828 Rep Factors Used Yes Max Web CSI 0 456 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 VIEWVer 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 Q -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 ptuutnrugrerq, A A- Q 881 0 E- L Q- B 0- 858 L- F 0 - 575 461 0besuppliedbyerectioncontractor Truss must be installed as shown with top uchordP A r +. B - P 482 0 F - K 0 - 884 a a,aa,a•i, P-C 0 -468 K-H 958 0 o. 708 1 SAT d r` 7Q10NAL COAY tant"100 t0 08/ 01 /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 ComponentSafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions Installers shall provide temporary bracing BCSI Unless noted dtherwise,top have bottom have perchordshallproperlyattachedstructuralsheathinandchordshalla propperly attached rigid ceilin Locations shown for permanent lateral restraint of webs shall have bracin Installed per BCSI sections B3, B7 or B10. as applicable Apply plates to each face of truss and position as shown above and on the Joinf9Details, unless noted otherwise Defer to drawings 160A-Z for standard plate positions ALPINE Alpine, a,division of ITW Building Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI Pl1, or for handling, shipping, installation and bracing of.trussesA seal on this drawing or cover page , , listing this drawing indicates acceptance of pro essiona. engineering responsibility solely for the design shown. The sui ability thisgnawingforisthetheBuildingDesigrierANSIffPI1Sec.2. µnwco~ 2400 Lake Orange Dr Suite 150 anduseofanystructureresponsibilityofperFor more Information see this job's general notes page and these web sites ALPINE www aipmeitw com, TPI www tpinst org, SBCA www sbandus" com, ICC www iccsafe org Orlando FL, 32837 Job Number: N333522 Ply 1 SEQN 1640 / T7 / SY42 Cust R R8975 JRef 1 Wd589750065 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,R801 Qty 5 FROM RDG DrwNo 213 18 1139 55865 Truss Label: FT5 KM / WHK 08/01/2018 Loading Criteria (psi) TCLL 4000 TCDL 1000 BCLL 000 BCDL 500 Des Ld 5500 NCBCLL 10 00 Soffit 200 Load Duration 1 00 Spacing. 24 0 " T Ts•1z 00 T 5'6" T 4 1 11'4"12 56„ 1'9"4 4'1„8 2,6„ --i TYP) 1- —' i 3X6 - 3X4 1 5X3 = 3X4 = 3X4 III 1 5X3 = 3X4 =1 5X3 A B C D E F N M OVA L VA K III -I GV'l J 1VA I VA H 1 5X3 1112X4 Wind Criteria Wind Std NA Speed NA mph Enclosure NA Category NA EXP NA Mean Height NA It TCDL NA psf BCDL NA psf MWFRS Parallel Dist NA C&C Dist a NA ft Loc from endwall NA I NA GCpi NA Wind Duration. NA Lumber Value Set 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 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 III LA4 11'4"12 Snow Criteria (Pg,Pf in PSF) DefllCS1 Criteria Maximum Reactions (Ibs) Pg NA Ct NA CAT NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W N 620 / - / - / - / - / 7 3PfNACeNAVERT(LL) 0 079 C 999 360 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 Creep Factor 2 0 H Min Brg Width Req = 1 5 Bearings N & H are a rigid surfaceCode / Misc Criteria Bldg Code FBC 6th ed 201 Max TIC CSI 0 612 Bearing N requires a seat plate TPI Std 2014 Max BC CSI 0 758 Rep Factors Used Yes Max Web CSI 0 300 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT 12(0)/10(0) Chords Tens Comp Chords Tens Comp Plate Type(s) VIEW Ver 17 02 01A 1115 21 A-B 0 -394 D -E 0 -994 B -C 0 -917 E -F 0 -381 WAVE C-D 0 -1001 o. 7Q8 1 SAT O COA 40!%Iftj"ntiWI1 08/01 /2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp M -L 779 0 K -J 1001 0 L- K 1004 0 J- I 770 0 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens Comp A-N 0 -602 E - 1 0 -618 A- M 629 0 1- F 606 0 M-B 0 -612 F -H 0 -557 J - E 445 0 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) for safety 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 chord shall have a properlyattachedradceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginsalledperBCSIsectionsB3, B7 or 910, as applicable. Apply plates to each face oftrussand position as shown above and on the Joint Details, unless noted otherwise Refer to ALPINE drawings 160A-Z for 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 µm,,,ow,,,,, truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of,trussesA seal on this drawing or cover pafge 2400 Lake Orange Dr listing thisdrawingindicatesacceptanceofproessionaengineennqresponsibilitysolelyforthedesinshown. The sui ability Suite 150 and useofthis [pawing for any structure is fhe responsibility of the Building Desigrier per ANSIITPI 1 Sec.2. For more Information see this ob's general notes page and these web sites ALPINE w alpineltw com, TPI v t inst or , SBCA www sbandustry com, ICC v Iccsafe org Orlando FL, 32837 Job Number. N333522 Ply. 1 SEQN 1642 / T1 / 6Y42 Cust RR8975'JRef 1Wd589750065 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RB01 Qty 10 FROM RDG DnvNo 213 18 1139 55537 Truss Label: FT7 KM / WHK 08/01/2018 5'6" 7'1' 2 11'4"10 r 5,6„ 17-2 '} 4'3"8 1 5 2'6" TYP) T z 00 1 2 3X6 = 3X3 15X3 =3X4 =3X4 11115X3 =3X3 III3X6 A B C D EF GH 1-10IO IN 3X4 1.5X3 1112X4 Loading Criteria (psf) Wind Criteria TCLL 4000 Wind Std NA TCDL 1000 Speed NA mph BCLL 000 Enclosure NA BCDL 500 Category NA EXP NA Des Ld: 55 00 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 611/2013) Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC 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 T 1 M L K J I 3X4 11115X3 =3X4 =3X4 1111.5X3 11'4"10 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) 0 078 L• 999 360 0 626 / - / - / - / - 7 2 Lu NA Cs NA VERT(TL) 0 157 C 999 240 G 609 / - l - I - I - 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 0 & G are a rigid surface Bldg Code FBC 6th ed 201 Max TC CSI 0 643 Bearing O requires a seat plate TPI Std 2014 Factors Yes Max BC CSI 0 705 Max Web Members not listed have forces less than 375# Rep Used- CSI: 0 320 Maximum Top Chord Forces Per Ply (Ibs) FT/RT 12(0)/10(0) Plate Type(s) Chords Tens Comp Chords Tens Comp WAVE VIEWVer 170201A111521 A -B 0 -399 D -E 0 -1025 B- C 0- 933 E- F 0 - 403 C-D 0 -1031 F-G 0 -449 H. S AT 0 PONALCOA #0 SB 24iMn*VAIV 08/01 /2018 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- 0 0- 609 K- E 381 0 A- N 637 0 E- J 0 - 642 N -B 0 -618 J -G 672 0 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, handlin shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions Installers shall provide temporary bracing per BCSI Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly2ttachedngidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracanginstalledperBCSIsectionsB3, B7 or at 0, as applicable Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise Refer to ALPINEdrawings160A-Z for standard plate positions Alpine, adivision of ITW Buildin -Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build the M+ 10~ truss in conformance with ANSI/t PI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawirSg or cover page .. 2400 Lake Orange Drlistingthisdrawingindicatesacceptanceofpro) essionar engineering responsibility solely for the design shown. The suiCability Suite 150anduseofthisdrawing, for any structure is the responsibility of the Building Desigrier per ANSI/TPI 1 Sec.2. For more information see thisjob's general notes page and these web sites ALPINE www al ineitw com, TPI www t inst or , SBCA www sbandustry com. ICC w imsafe or Orlando FL, 32837 Job Number: N333522 Ply 1 SEQN 1643 / T13 / SY42 Cust R R8975 JRef 1 Wd589750065 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RB01 Qty 1 FROM RDG DrwNo 213 18 1139 55272 Truss Label: FT7GE KM / WHK 08/01/2018 2'11"1Z 5'3"2 6'9"2 8'4"2 11.1..2 j1'4"14 1,2..12T 2,3.,6 ' L 1.6., i 1,., - 1 2.9.. 2 1,3., p' 1'2"12 1,2„8 —II- 14 F— 1.3., 17' 1.2.,2 ' — 17-6 -i 4X4 A B C II!4X4 1113X4 D E F 3X3 3X3 III3X6 =6X6 G H I J K TS TT5'12 i P 0 N M L T S R Q 1114X4 6X6 1112X4 —3X4 t- 5.3"14 6,1" Loading Criteria (psf) Wind Criteria TCLL 4000 Wind Std ASCE 7-10 TCDL 1000 Speed 150 mph BCLL 000 Enclosure Closed BCDL 500 Risk Category II Des Ld 55 00 EXP C Mean Height 15 00 ft NCBCLL. 10 00 TCDL 4 2 psf Soffit 200 BCDL 3 0 psf Load Duration 1 00 MWFRS Parallel Dist 0 to h/2 Spacing 24 0 " C&C Dist a 3 00 ft Loc from endwall Any GCpi 0 18 Wind Duration 1 00 Lumber Value Set 13B (Effective 6/l/2013) Top chord 42 SP #1 T2 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 291 plf at 0 00 to 350 plf at 588 TC From 387 plf at 5.88 to 387 plf at 11 28 BC From 10 plf at 0 00 to 10 plf at 1097 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 ANSI/TPI 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 1 Snow Criteria (Pg,Pf in PSF) Pg NA Ct NA CAT Ni Pf NA Ce NA Lu NA Cs NA Snow Duration NA Code / Misc Criteria Bldg Code FBC 6th Ed 201 TPI Std 2014 Rep Factors Used Yes FT/RT 20(0)/10(0) Plate Type(s) WAVE DeflICSI Criteria PP Deflection in loc L/defl L/# VERT(LL) 0 053 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 /U /Rw /Rh /RL /W T` 316 /29 /30 /- /- /607 P 1158 /99 /95 /- /- /64 J 1330 / 112 / 102 / - / - 1 3 2 Wind reactions based on MWFRS T Min Brg Width Reg = - P Min Brg Width Reg = 1 5 J Min Brg Width Reg = 1 5 Bearings T, P, & J are a rigid surface Bearings T & P require a seat plate 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 I r o. r U 1 a't• S AT 0 4; H/O nyfN1 08/01 /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-0 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 R 94 - 425 I - M 184 - 913 D - Q 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, handling shipping, installing and bracing Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) 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 sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have brawn installed per BCSI sections B3, B7 or B10,. as applicabge Appiy places to each face oftrussand position as shown above and on the Joinf Details, unless noted otherwise Refer to drawings 160A- Z for standard plate positions his drawin an failure to build the on this drawiXg or cover page , - Le design shown. The sui gability any structure is the responsibility of the Building Designer ral notes page and these web sites ALPINE www alpineitw com, TPI www ALPINE o 2400Lake Orange Or Suite 150 Orlando FL, 32837 Job Number: N333522 Ply 1 SEQN 32303 / T3 / SY42 Cust RR8975JRef 1Wd589750065 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RB01 Qty 2 FROM PFH DrwNo 213 18 1139 56800 Truss Label: FT6 KM / WHK 08/01/2018 1 5'6" + 7'3"4 1 11'4"8 56" 1'9"4 1 4'1"4 4" 2,6„ 1,1„„ 8 TYP) 3X6 = 3X3 1 5X3 = 3X3 = 3X3 III 1.5X3 1113X4 1113X6 A B C D E F G H 5"12T 90 lfI 1 T O g,4„ N M L K J I 1 5X3 = 3X4 = 3X3 III 1.5X3 1113X4 = 3X4 1111 5X3 1112X4 Loading Criteria (psf) TCLL 4000 TCDL 1000 BCLL 000 BCDL 500 Des Ld 5500 NCBCLL 1000 Soffit 200 Load Duration: 1 00 Spacing 24 0 " Wind Criteria Wind Std NA Speed NA mph Enclosure NA Category NA EXP NAKzt 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 42 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 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"8 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Fig NA Ct NA CAT NA PP Deflection in loc Udell L/# Gravity Non -Gravity Pf NA Ce NA VERT(LL) 0 087 L 999 360 Loc R+ / R- / Rh / Rw / U / RL Lu NA Cs NA VERT(CL) 0130 C 999 240 O 625(- Snow Duration NA HORZ(LL) 0 022 B - - H 609I- HORZ(TL) 0 034 B O Brg Width = 7 3 Min Reg = 1 5 Code / Misc Criteria Creep Factor 2 0 H Brg Width = 3 3 Min Reg = 1 5 Bldg Code FBC 6th ed 201 Max TC CSI 0 680 Bearings O & G are a rigid surface TPI Std. 2014 Max BC CSI 0 747 Bearing O requires a seat plate Rep Factors Used Yes Max Web CSI 0 320 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 1702. 0211 16 A - B 0 - 398 D - E 0 - 1013 B -C 0 -929 E-F 0 -410 C -D 0-1019 F -G 0 -449 GE S s V. . t o. 708 1 a t SAT O COA 08/01 /2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp N-M 786 0 L -K 1019 0 M-L 1021 0 K -J 861 0 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens Comp A-O 0 -607 K-E 398 0 A- N 635 0 E- J 0 - 654 N-B 0 -617 J -G 672 0 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, handlingshipping, installing and bracing Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) 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 sheathing and bottom chord shall have a properly aittached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable Apply plates to each face of truss and position as shown above and on the Join -Details, unless noted otherwise Refer to ALPINEdrawings160A-Z for standard plate positions Alpine, a.division of ITW BuildinlComponents Group Inc shall not be responsible for any deviation from this drawing,any failure to build the µmy COMPNIY truss in conformance with ANSI/T PI 1, or for handling, shipping, installation and bracing of,trussesA seal on this drawing or cover page , , 6750 Forum DrivelistingthisdrawingindicatesacceptanceofproTessionafengineeringresponsibilitysolelyforthedesignshown. The suiCability Suite 305anduseofthisyawingforanystructureistheresponsibilityoftheBuildingDesigrierperANSI/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 iccsafe org Orlando FL, 32821 Job Number: N333522 Ply 1 SEQN 32318 / T2 / SY42 Cust RR8975JRef 1Wd589750065 VARIOUS ,9A6/9A7 ,258SE1258MA/258TA ,RB01 Qty 1 FROM PFH DrwNo 213 18 1139 56722 Truss Label. FTS KM / WHK 08/01/2018 Loading Criteria (psf) TCLL 4000 TCDL 1000 BCLL 000 BCDL' 500 Des Ld 55 00 NCBCLL 1000 Soffit 200 Load Duration 1 00 Spacing 24 0 " Wind Criteria Wind Std NA Speed NA mph Enclosure NA Category NA EX NAKzt 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 "1313" uses design values approved 1/30/2013 by ALSC Additional Notes Truss must be installed as shown with top chord up 8 q1 3''6" 31'8 H81'6" 1' 6 3 1'3"12 —{ 1111 5X3 1113X6 1!13X6 =3X3 III2X4 A B C D E F i 10'9" m n l9 4 J I H G 11115X3 =3X3 11115X3 ri 1112X4 i- 4'1"8 -i Snow Criteria (Pg,Pf in PSF) Pg NA Ct NA CAT NF Pf NA Ce NA Lu NA Cs NA Snow Duration NA Code / Misc Criteria Bldg Code. FBC 6th ed 201 TPI Std 2014 Rep Factors Used Yes FT/RT 12(0)/10(0) Plate Type(s) WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL) 0.105 C 424 360 VERT(CL) 0.143 C 310 240 HORZ(LL) -0 089 G - - HORZ(TL) 0121 G Creep Factor 2 0 Max TC CSI 0 702 Max BC CSI 0 520 Max Web CSI 0 028 VIEW Ver 17 02 02C 0211 16 H. rr ri o.708 a' • SAT O COA 40 08/01 /2018 Maximum Reactions (lbs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL A 218/- G 232l- A Brg Width = 3 5 Min Req = 1 5 G Brg Width = 3 5 Min Req = 1 5 Bearings A & G are 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, handlm shipping, installing and bracing Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, 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 propperly attached rigid telling Locations shown for permanent lateral restraint of webs shall have bracinq Installed per BCSI sections B3, B7 or B10, as applicable Apply plates to each face of truss and position as shown above and on the Joint -Details, unless noted otherwise kefer to drawings 160A-Z for standard plate positions. Alpine, a. division of ITW Building Components Group Inc shall not be responsible for any deviation from this drawin anv failure to build the truss in conformance with ANSIII PI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover page - listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability and use of thisdrawing, for any structure is fhe responsibility of the Building Deslgrfer per ANSI/TPI 1 Sec.2. For more information see this lob's general notes page and these web sites ALPINE www aipmeitw corn, TPI www tpinst org, SBCA www sbandustrytom, ICC www iccsab ALPINE Co~ 6750 Forum Drive Suite 305 Orlando FL, 32821 Y Job Number: N333522 Ply 1 SEQN 32320 / T20 / SY42 Cust R R8975 JRef 1 Wd589750065 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RB01 Qty 1 FROM PFH DrwNo 213 18 1139 56785 Truss Label: FT8G KM / WHK 08/01/2018 17'8 1 3,5„ 1 510"8 17'8 V9"8 17T 1,3"12 — 13"i 1,3"12 Loading Criteria (psf) TCLL' 4000 TCDL' 1000 BCLL 000 BCDL 500 Des Ld 5500 NCBCLL 10 00 Soffit 200 Load Duration 1 00 Spacing 24 0 " 4X6 1113X3 1113X3 =4X6 A B C D T 1 9,4„ H G F E 4X4 -4X4 1112X4 1112X4 i 5'0"8 Wind Criteria Wind Std NA Speed. NA mph Enclosure NA Category NA EX NAKzt 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 42 SP #3 Lumber value set '13B" uses design values approved 1/30/2013 by ALSC Additional Notes Truss must be installed as shown with top chord up 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 12(0)/10(0) Plate Type(s) WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL) 0 035 C 999 360 VERT(CL) 0 049 C 999 240 HORZ(LL) -0 007 D - - HORZ(TL) 0 009 D Creep Factor 2 0 Max TC CSI. 0 790 Max BC CSI 0 405 Max Web CSI 0 543 VIEW Ver 17 02 02C 0211 16 GE S as i o. 708 SAT O COA #0 O NAI. .0, 08/01 /2018 Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL H 1007/- E 985l- H Brg Width = 4 0 Min Req = 1 5 E Brg Width = - Min Req = - Beanng H is a rigid surface Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp Chords- Tens Comp A- B 0- 790 C- D 0 - 788 B - C 0 - 829 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp G - F 829 0 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens Comp A-H 0-1002 C -F 0 -831 A-G 1140 0 F -D 1137 0 G-B 0 -791 D -E 0 -946 WARNING' READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS ises require extreme care in fabricating, handlin shipping, Installing and bracing Refer to and follow the latest edition of BCSI (Building iponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions Installers shall provide temporary Ing per BCSI Unless noted otherwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a propperly ched rmid celhnq Locations shown for permanent lateral restraint of webs shall have bracin Inslalled per BCSI sections B3, B7 or 810 ppllcable Apply plates to each face of truss and position as shown above and on the Joint9Details, unless noted otherwise Refer to' vings 160A-Z for standard plate positions ne, a.division of ITW Bulldinq Components Group Inc shall not be responsible for any deviation from this drawin any failure to build the s in conformance with ANSI/TPI 1, or for handling, shipping, Installation and bracing of.trussesA seal on this drowirsg or cover page , . ng this drawing indicates acceptance of pro essiona engineerinq responsibility solely for the design shown. The suitability use of this drawing for any structure is p e responsibility of the Building Desigrier per ANSI/TPI 1 Sec.2. ALPINE NR CDMMw 6750 Forum Drive Suite 305 Orlando FL, 32821 M Job Number: N333522 Ply 1 SEQN 1645 / T73 / SY42 Cusl R R8975 JRef 1 Wd589750065 1VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RB01 Qty 1 FROM HMT DrwNo 213 18 1139 55802 Truss Label: FT10G KM / PPH 08/01/2018 Loading Criteria (psf) TCLL 4000 TCDL 1000 BCLL 000 BCDL 500 Des Ld 5500 NCBCLL 1000 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 GCpf NA Wind Duration NA Lumber Value Set 13B (Effective 5/1/2013) Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Dur Fac =1 00 / Plate Dur Fac =1 00) TC From 4 plf at 0 00 to 4 plf at 400 BC From 10 plf at 0 00 to 10 plf at 400 TC 804 lb Conc Load at 0.15, 0 34, 2 15 Additional Notes Truss must be installed as shown with top chord up T T 178 1 2'4-7 3'11.115 178 1 8"15 1 178 1'3°12 — { F i 1'3"12 — 4X6 1112X4 1112X4 =3X6 A B C D i-31115-- Snow Criteria (Pg,Pf in PSF) Pg NA Ct NA CAT NI Pf NA Ce NA Lu NA Cs NA Snow Duration NA Code / Misc Criteria Bldg Code. FBC 6th ed 201 TPI Std 2014 Rep Factors Used Yes FT/RT 12(0)/10(0) Plate Type(s) WAVE Defl/CSI Criteria PP Deflection in loc Udell L/# VERT(LL) 0 023 C 999 360 VERT(TL) 0 042 C 999 240 HORZ(LL) -0 009 D - - HORZ(TL) 0 013 D Creep Factor 2 0 Max TC CSI 0 860 Max BC CSI 0 319 Max Web CSI 0 384 VIEW Ver 17 02 01A 1115 21 ryrr, 3 0;.•GE S a. l08 1 SAT O 14 sS/OMCOA #Oi$ rrn m+'+t 08/01 /2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W H 2O08 /- /- /- /- /40 E 505 /-/- H Min Big Width Reg = 1 5 E Min Brg Width Reg = - Bearing H is a rigid surface Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp A-B 0 -416 C-D 0 -415 B-C 0 -438 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp G-F 438 0 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens Comp A-H 0-2011 C -F 0 -475 A- G 692 0 F- D 597 0 G- 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, 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 otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly ttached rmid ceiling Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3, B7 or B10, as applicable Apply plates to each face of truss and position as shown above and on the Joinf-Details, unless noted otherwise Refer to ALPINEdrawings160A-Z for standard plate positions Alpine, a.division of ITW BulldinlComponents Group Inc shall not be responsible for any deviation from this drawing any failure to build the ,n , truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of,trussesA seal on this drawl g or cover page, , 2400 Lake Orange Orlistingthisdrawingindicatesacceptanceofprocessionalengineeringresponsibilitysolelyforthedesignshown. The suiTability g and use of this yawing for any structure is a responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 150 For more information see thisjob's general notes page and these web sites ALPINE www al inedw corn, TPI w t cost or , SBCA w sbandustry corn, ICC w.+nv imsafe org Orlando FL, 32837 III Job Number. N333522 Ply 1 SEON 1585 / T37 / COMN Cust R R8975 JRef 1 Wd589750065 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,R801 Oty 8 FROM PFH DrwNo 213.18 1139 55459 Truss Label: Al KM / WHK 08/01/2018 Loading Criteria (psf) TCLL 2000 TCDL 1700 BCLL 000 BCDL 1000 Des Ld 4700 NCBCLL 1000 Soffit 000 Load Duration 1 25 Spacing 24 0 " 7'10"14 7.10"14 10, 10, Wind Criteria Wind Std ASCE 7-10 Speed 150 mph Enclosure Closed Risk Category II EXP C Mean Height 24 19 ft TCDL 4 2 psf BCDL 5 0 psf MWFRS Parallel Dist 0 to h/2 C&C Dist a 3 00 It Loc from endwall not in 4 50 ft GCpi 0 18 Wind Duration 1 60 Lumber Value Set 13B (Effective 6/1/2013) 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 N Lt Wedge 2x4 SP #3 Rt Wedge 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance Wind Wind loads based on MWFRS with additional C&C member design 15' 22'1"2 7'1"2 7'1"2 5X5D Snow Criteria (Pg,Pf in PSF) Fig NA Ct NA CAT N/ Pf NA Ce NA Lu NA Cs NA Snow Duration NA Code / Misc Criteria Bldg Code FBC 6th ed 201 TPI Std. 2014 Rep Factors Used. Yes FT/RT 20(0)/10(0) Plate Type(s) WAVE 30' 10' 20' Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL) 0126 H 999 360 VERT(TL) 0 438 H 999 240 HORZ(LL)0 046 H - - HORZ(TL)' 0 103 H Creep Factor 2 0 Max TC CSI 0 936 Max BC CSI 0 798 Max Web CSI 0 668 VIEW Ver 17 02 01A 1115 21 GE S 4.708 1 o SAT O kr; Ai. COA #OaPNI$_ ...010'i 08/ 01 /2018 30' T10" 14 Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 1643 / 704 / 1025/ - / 287 / 4 0 F 1643 / 704 / 1025 / - / - / 4 0 Wind reactions based on MWFRS B Min Big Width Req = 1 9 F Min Brg Width Req = 1 9 Bearings B & F are a rigid surface Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp Chords, Tens Comp B - C 1115 - 2701 D - E 1140 - 2425 C - D 1140 - 2423 E - F 1115 - 2702 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp B - 1 2289 - 852 H - F 2291 - 852 1- H 1564 -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 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, handlln shipping, Installing and bracing Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions Installers shall provide temporary bracing per BCSI Unless noted oherwlse,top chord shall have properly attached structural sheathingand bottom chord shall have a propperly attached rI Id cellln Locations shown forpermanent lateral restraint of webs shall have bracln Insalled per BCSI sections B3, B7 or 610, as appllcab e App y plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise Defer to ALPINE drawings 160A-Z for 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 µMw,,,,,,,y 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 listingthis drawingindicatesacceptanceofproessronaenineeringresonslbillttyysolelyforthedesignshown. The sui abill Suite 150 and seofthisdrawing, forany structure is fhe responsibility of the Building Desigrier per ANSIITPI 1Sec.2. For more information see this job's general notes page and these web sites ALPINE www alpineitw com, TPI www tipinst or , SBCA www sbeindustry com, ICC www iccsafe org Orlando FL, 32837 G Job Number. N333522 Ply 1 SEON 1586 / T36 / HIPS Cusl R R8975 JRef 1 Wd589750065 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RB01 Oty 2 FROM RDG DrwNo 213 18 1139 55335 Truss Label, A2 SN / WHK 0810112018 67" 67" 1' + 10, 10, Loading Criteria (psf) Wind Criteria TCLL 2000 Wind Std ASCE 7-10 TCDL 1700 Speed 150 mph BCLL 000 Enclosure Closed BCDL 1000 Risk Category II EXP. C Des Ld 4700 Mean Height 23 69 ft NCBCLL 10 00 TCDL 4 2 psf Soffit 000 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 ft GCpi 0 18 Wind Duration 1 60 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bol chord 2x4 SP #1 B2 2x6 SP #2 N Webs 2x4 SP #3 W3 2x4 SP #2 N Lt Wedge 2x4 SP #3 Rt Wedge 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Bracing a) 1X4 #3SRB or better continuous lateral restraint to be equally spaced Attach with (2) 8d Box or Gun nails(0 113"x2 5",min ) Restraint material to be supplied and attached at both ends to a suitable support by erection contractor a) or scab reinforcement may be used in lieu of CLR restraint substitute (1) scab for (1) CLR and (2) scabs for (2) CLR'S where shown Scab reinforcement to be same size, species, grade, and 80% length of web member Attach with 0 128x3" gun nails @ 6" oc Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance Wind Wind loads based on MWFRS with additional C&C member design 13' 17' + 23'5• 6'5" 4010 =5X8 D E 30' 10, 20' 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) 0127 1 999 360 Lu NA Cs NA VERT(TL) 0 449 1 999 240 Snow Duration NA HORZ(LL) 0 053 1 - - HORZ(TL) 0.120 1 Code / Misc Criteria Creep Factor 2 0 Bldg Code FBC 6th ed 201 Max TC CSI 0 841 TPI Std 2014 Max BC CSI. 0 831 Rep Factors Used Yes Max Web CSI 0 258 FT/RT 20(0)/l0(0) Plate Type(s) WAVE i VIEW Ver 17 02 01A 1115 21 08/01 /2018 30' 67„ 10, 1' 30' Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1618 / 308 / 1030/ - / 254 / 4 0 G 1631 / 308 / 1030 / - / - / 4 0 Wind reactions based on MWFRS B Min Brg Width Req = 1 9 G Min Brg Width Req = 1 9 Bearings B & G are a rigid surface Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp B - C 1040 - 2703 E - F 971 - 2359 C - D 970 - 2330 F - G 1039 - 2732 D-E 874 -1713 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp B - J 2309 - 796 1 - G 2334 - 824 J-1 1727 -518 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens Comp C - J 302 - 465 E - 1 678 - 224 J - D 648 - 254 1 - F 301 - 464 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 (BuildingComponentSafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions Installers shall provide temporary bracing per BCSI Unless noted o-therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached ngid ceiling Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or 610, as applicable AppTy Oates to each face oftruss and position as shown above and on the Joint9Details, unless noted otherwise Refer to ALPINE drawings 160A-Z for standard plate positions Alpine, adivision of ITW Building Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build the µ, Co,,,,,,,,, truss in conformance with ANSI/TPI 1, or for handllnq, shipping, installation and bracing of trussesA seal on this drawing or cover page, , 2400 Lake Orange Dr listing thisdrawingindicatesacceptanceofproessionaengineeringresponsibilitysolelyforthedesignshown. The suiTability Suite 150 and useofthisgnawingforanystructureisfheresponsibilityoftheBuildingDesignerperANSI(fPl 1 Sec.2. For more information see this ob's general notes page and these web sites ALPINE www al ineitw com, TPI www t inst or , SBCA www sbandust cam, ICC www iccsafe org Orlando FL, 32837 Job Number. N333522 Ply 1 SEON 1587 / T35 / HIPS Cust RR8975 JRef 1Wd589750065 VARIOUS ,9A6/9A7 ,258SE1258MA/258TA ,RB01 Oty 2 FROM ROG DrwNo 213 18 1139 55786 Truss Label: A3 KM / WHK 08101/2018 5'7" 11' i 19, 24'5" , 30' r 5,7„ 5, 5.,1 8' 5,5„ 5. 7., 1 SS00514 =SSOE514 T2 12 6 -,4X4 W g4X4 m C (a) 0 F B G T6 A H y 6X8(B3) =H0510 = H0510 6X8(B3) 30' 1' 10' 10, 10, 1' r T 10' T 20' 30' + Loading Criteria (psi) 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 Udefl U# Loc R / U / Rw / Rh / RL / W TCDL 1700 Speed 150 mph Pf NA Ce NA VERT(LL) 0 124 1 999 360 B 1599 / 437 / 1029/ - / 220 / 4 0 BCLL 000 Enclosure Closed Lu NA Cs NA VERT(TL) 0 446 1 999 240 G 1621 / 437 / 1029/ - /- / 4 0 BCDL 1000 Risk Category II Snow Duration NA HORZ(LL) 0 056 1 - - Wind reactions based on MWFRS Des Ld 4700 EXP C HORZ(TL) 0 129 1 B Min Brg Width Req = 1 9 NCBCLL 1000 Mean Height 23 19 ft Code / Misc Criteria Creep Factor 2.0 G Min Brg Width Req = 1 9 TCDL 4 2 psi Soffit 0 00 Bldg Code FBC 6th ed 201 Max TC CSI 0 865 Bearings B & G are a rigid surface g g BCDL 50psf Load Duration 1 25 MWFRS Parallel Dist h/2 to h TPI Std 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 FT/RT 20(0)/10(0) Chords Tens Comp Chords Tens Comp GCpi 0 18 Plate Type(s) Wind Duration 1.60 WAVE, HS, 18SS VIEW Ver 17 02 01A.1115 21 B - C 1069 -2660 E - F 972 -2355 C - D 972 - 2301 F - G 1068 - 2711 Lumber 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 I - G 2318 - 856 Lumber value set " 13B" uses design values J - 1 1952 -635 approved 1/30/2013 by ALSC Maximum Web Forces Per Ply (Ibs) Bracing Webs Tens Comp Webs Tens Comp a) 1X4 #3SRB or better continuous lateral restraint to be equally spaced Attach with (2) 8d Box or Gun J - D 502 -134 E - 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 CLRyat lntiruHrrrlyr restraint substitute (1) scab for (1) CLR and (2) r 4 AA 4 scabs for (2) CLR'S where shown Scab OO reinforcement to be samesize, species, grade, and "S\•.• ' 80% length Attach 0128x3" s •0 of web member with gun V, nails 6" @ oc Loading 70$ Truss passed check for 20 psf additional bottom = chord live load in areas with 42"-high x 24"-wide * s clearance S AT O Wind . Wind loads based on MWFRS with additional C&C •. A, i member design t` r•.a, ..• G. CO 'QivaL o8/ 01/ 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, byTPIandSBCA) fo'r safety practices prior to performing these functions Installers shall provide temporary bracing BCSI Unless have attached and bottom chord shall have a per noted o-therwise,top chord shall properly structural sheathing propperly attached ri4id ceding Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable Apply plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise Defer to drawings 160A-Z for standard plate positions ALPINE Alpine, adivision of ITW Buildingg Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build the _nWco.p— 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 this drawing indicatesacceptanceofproTessionaJengineeringresponsibilitysolelyforthedesignshown. The suitability Suite 150 for is Desiger ANSI(TPI 1 Sec.2. and use of thisdrawinganystructurefheresponsibilityoftheBuildingperFormoreinformationsee thisjob's general notes page and these web sites ALPINE www al ineitw com, TPI www t inst or , SBCA w sbandustry wrn, ICC www iccsafe org Orlando FL, 32837 Job Number. N333522 Ply 1 SEON 1588 / T34 / HIPS Cust RR8975 JRef 1Wd589750065 VARIOUS ,9A619A7 ,258SE/258MA1258TA ,RB01 Oty 2 FROM ROG DrwNo 213 18 1139 55662 Truss Label. A4 KM / WHK 08/01/2018 5'11" 9' 1 15' 21' 24'1" 30' 5'11" 3'1" i 6' 6' 3'1" 511" 54X6 =04 =06 D E F 2C4io 24 6 0 1 B N H A I sib 4X6(B2) =5X8 =5X8 4X6(B2) 30' 1'+ 10, + 10, + 10, y 1' 10, 20' 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 / U / Rw / Rh / RL / W TCDL 1700 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 1440 / 1022/ - /- / 4 0 BCDL 1000 Risk Category II Snow Duration NA HORZ(LL) 0 048 J - - Wind reactions based on MWFRS Des Ld 47 00 C HORZ(TL) 0 117 J B Min Brg Width Req = 1 8 Mea NCBCLL 1000 Mean Height 22 69 ft Code / Misc Criteria Creep Factor 2 0 H Min Brg Width Req = 1 8 TCDL 4 2 psf Soffit 0 00 BCDL 5 0 psf Bldg Code FBC 6lh ed 201 Max TC CSI 0 782 Bearings B & H are a rigid surface 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 WAVE VIEW Ver 17 02 01A 1115 21 B - C 1080 - 2524 E - F 989 - 2053 C -D 997 -2199 F-G 997 -2199 Lumber D - E 990 - 2053 G - H 1079 - 2524 Value Set 13B (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 2x4 SP #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 Maximum Web Forces Per Ply (Ibs) Wind 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 1tuu nr>+rrrrr a. 708 1 L SAT O Q r' 10 t C0'AONAI. 4 •Zornte1011r"r'r 08/01 /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, by TPI and SBCA) for safety practices prior to performing these functions Installers shall provide temporary bracing per BCSI Unless noted otherwise,top chord shall have attached structural sheathing and bottom chord shall have aproperly propperly attached rl4id ceiling Locations shown forpermanent lateral restraint of webs shall have brecangg Installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise Refer to drawings 160A-Z for standard plate positions. ALPINE Alpine, a•division of ITW Bur ldinl Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build the µy,co,,,,,s,., truss in conformance with ANSI PI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover page , . 2400 Lake Orange Ordrawing, listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suiCabilityp and use of this for any structure is e responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 150 For more information see thisjob's general notes page and these web sites ALPINE www al ineitw corn, TPI www t inst or , SBCA www sbandustry com, ICC w icesafe org Orlando FL, 32837 Job Number: N333522 Ply 1 SEON 1589 / T25 / SPEC Cust R R8975 JRef 1 Wd589750065 VARIOUS ,9A6/9A7 ,258SE/258MA1258TA ,R801 Oly 1 FROM PFH DrwNo 213 18 1139 55755 Truss Label: A5G KM / WHK 08/01/2018 7' 15' 23' 30' 7' 8, 8' 7, e SS0712 1 13X8 III8X10 C D T2 E 12 6 a) (a) 4X6(C1) o=5X5(C8) VV2 T3 4X8(C8) 66 F 1 666 A G K J I H 1 1114X8 =SS1017 1:12X4=4X4(C1) 30' 1' 6'10"4 81"12 8'1"12 r 6'10"4 15' i 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 Udefl U# Loc R / U / Rw / Rh / RL / W TCDL 1700 Speed 150 mph Pf NA Ce NA VERT(LL) 0 226 D 999 360 K 3881 / 2033 / - / - I - / 4 0 BCLL 000 Enclosure Closed Lu NA Cs NA VERT(TL) 0 849 D 663 240 F 2897 / 1290 / - / - I - / 4 0 BCDL 10.00 Risk Category 11 Snow Duration NA HORZ(LL) 0 039 C - - Wind reactions based on MWFRS Des Ld 47.00 EXP C HORZ(TL) 0 093 C K Min Brg Width Req = 3 2 NCBCLL 10.00 Mean Height 22 19 ft Code / Misc Criteria Creep Factor 2 0 F Min Brg Width Req = 2.4 TCDL 4.2 psf Soffit 0.00 BCDL 5 0 psf Bldg Code FBC 6th ed 201 Max TC CSI: 0 928 Bearings K & F are a rigid surfacegg 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 ft Rep Factors Used Yes Max Web CSI 0 655 Maximum Top Chord Forces Per Ply (Ibs) Loc from endwall not in 144 00 FT/RT 20(0)/10(0) Chords Tens Comp Chords Tens Comp. GCpi 0 18 Plate Type(s) Wind Duration 1.60 WAVE, 18SS VIEW Ver 17 02 01A 1115 21 B - C 3760 - 7769 D - E 4104 - 9211 C - D 4107 -9214 E - F 2436 -5479 Lumber Wind Value Set 13B (Effective 6/1/2013) 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 MODIFIEDI B - J 6883 - 3260 1 - H 4825 - 2129 Bot chord 2x8 SP 2400f-2 OE J - 1 6844 - 3259 H - F 4824 - 2124 Webs 2x4 SP #3 W2 2x4 SP #2 N. W4 2x4 SP 2400f-2 OE Maximum Web Forces Per Ply (Ibs) Lumber value set "1313" uses design values Webs Tens Comp Webs Tens Comp approved 1/30/2013 by ALSC J - C 945 - 306 D - 1 865 - 1208 Bracing C - 1 2580 -1117 1 - E 4784 - 2153 a) 1X4 #3SRB or better continuous lateral restraint to be equally spaced. Attach with (2) 8d Box or Gun nails(0 113"x2 5",min ). Restraint material to be supplied and attached at both ends to a suitableNtls++rr+rwrru support by erection contractor /iryi`ry'iH. a) or scab reinforcement may be used in lieu of CLR fi 4 ., restraint substitute (1) scab for (1) CLR and (2) j!``y ••••""••.•• lQ, ,, scabs for (2) CLR'S where shown Scab %••OS S •• S reinforcement to be same size, species, grade, and 3 . ` '; 80% length of web member Attach with 0 128x3" gun t • nails @ 6" oc o- 708 is Special Loads Lumber Dur Fac =1 25 / Plate Dur Fac =1 25) ; TC. From 78 plf at -1.00 to 78 pIf at 31 00 c S+ S AT O : QBCFrom20pIfat000to20pIfat30004 TC 562 lb Conc Load at 7 03 % Q ••n 4 ` TC 250 lb Conc Load at 9 06,11 06,13 06 .• BC 574 lb Conc Load at 7 03 BC 136 lb Conc Load at 9 06,11 06,13 06 CIDBC1389lbConcLoadat1427 'YFat. dlaw MM1004 08/01 /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 olherwise,top chord shall have attached structural sheathin and bottom chord shall have aproperly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections properly B3, B7 or B10, as applicable Apply places to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise f7efer to drawings 160A-Z for standard plate positions ALPINE Alpine, adivision of ITW Building Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build the Mw coman'ry truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or listing this drawing indicates acceptance of pro essiona, engineering responsibility solely for the desi n shown. drawing cover paqe , . 2400 Lake Orange DrThesuiability and use of this for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 150 For more information see thisjob's general notes page and these web sites ALPINE www al inedw corn, TPI www t inst or , SBCA www sbandustry com, ICC www imsafe org Orlando FL, 32837 Job Number: N333522 Ply 1 SEQN 1590 / T62 / HIPS Cust RR8975 JRef 1Wd589750065 VARIOUS ,9A6/9A7 ,258SE/258MAt258TA ,RB01 Qly 1 FROM RDG DrwNo 213 18 1139 56069 Truss Label: A5GA KM / WHK 08/01/2018 7' 15' , 23' 30- 7' 8' 8' 7' 8X8 Il!4X6 =8XB C D T2 E T 12 6 a) (a) T6X6( C3 W2= 6X6(C3) B _F y's A 1 5X5(C3) 1114X4 =H1014 1:14X4=5X5(C3) 1' 1 6' 10"4 i 6' 10"4 8'1"12 15' 30' 8'1"12 23' 1 "12 6'10"4 1 30, 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) 0 264 D 999 360 B 3660 / 1670 / - I - I - l 4 0 BCLL 000 Enclosure Closed Lu NA Cs- NA VERT(TL) 0 987 D 569 240 F 3652 / 1660 / - I - I - 4 0 BCDL 1000 Risk Category 11 Snow Duration NA HORZ(LL) 0 069 H - - Wind reactions based on MWFRS Des Ld 47 00 EXP C HORZ(TL). 0 164 H B Min Brg Width Req = - NCBCLL 10 00 Mean Height 22 19 ff Code / Misc Criteria Creep Factor 2 0 F Min Brg Width Req = - TCDL 4 2 psf Soffit 0 00 BCDL 5 0 psf Bldg Code FBC 6th ed 201 Max TC CSI 0 969 Bearings B & F are a rigid surface Load Duration 1 25 MWFRS Parallel Dist 0 to h/2 TPI Std 2014 Max BC CSI 0 869 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 0 535 Maximum Top Chord Forces Per Ply (Ibs) Loc from endwall not in 144 00 FT/RT 20(0)/l0(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 3192 -7023 D - E 4029 -8777 C - D 4029 - 8777 E - F 3170 - 7004 Lumber Special Loads Value Set 13B (Effective 6/1/2013) Lumber Dur Fac =1 25 / Plate Dur Fac =1 25) Maximum Bot Chord Forces Per Ply (Ibs) Top chord 2x4 SP 2400f-2 OE T2 2x6 SP SS TC From 78 plf at -1 00 to 78 pit at 700 TC From 39 plf at 7 00 to 39 plf at 2300 Chords Tens Comp Chords Tens Comp Bot chord 2x6 SP SS Webs 2x4 SP #3 W2, W4 2x6 SP #2 N TC From 78 pIf at 23 00 to 78 plf at 31 00 B - J 6179 - 2790 1 - H 6133 - 2770 Lt Wedge 2x4 SP #3 Rt Wedge 2x4 SP #3 BC From 20 plf at 0 00 to 20 plf at 703 J - I 6151 - 2790 H - F 6161 - 2770 BC From 10 plf at 7 03 to 10 pIf at 2297 Lumber value set " 13B" uses design values BC From 20 plf at 22 97 to 20 plf at 3000 approved 1/30/2013 by ALSC TC 565 lb Conc Load at 7 03 Maximum Web Forces Per Ply (Ibs) TC 254 Ib Conc Load at 9 06,11 06.13 06,15 00 Webs Tens Comp Webs Tens Comp Bracing TC 250 Ib Conc Load at 16 94,18 94,20 94 a) 1X4 #3SRB or better continuous lateral restraint TC 562 lb Conc Load at 22 97 J - C 685 0 1 - E 2896 - 1378 to be equally spaced Attach with (2) 8d Box or Gun BC 579 lb Conc Load at 7 03 C - I 2877 -1356 E - H 678 — 0 nails(0 113"x2 5",min ) Restraint material to be BC 137 lb Conc Load at 9 06,11 06,13 06.15 00 D - 1 1058 - 1584 supplied and attached at both ends to a suitable BC136 lb Conc Load at 16 94,18 94.20 94 support by erection contractor BC 574 lb Conc Load at 22 97 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 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 0000, 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 08/ 01 /2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme rare in fabricating, handlin shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions Installers shall provide temporary bracng per BCSI Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly ttached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracin Installed per BCSI sections B3, B7 or B10' as applicable AppTy plates to each face oftruss and position as shown above and on the Joinl9Details, unless noted otherwise f7efer to ALPINE drawings 160A-Z for standard plate positions Alpine, adivision of ITW Buildina_1Components GroupInc shall not be responsible for any deviation from this drawing,any failure to build the µ,rW`WO 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 this drawing, indicates acceptance of professionar engineering responsibility solely for the dshown. The suitability Suite 150 and use ofthisdrawingforanystructureistheresponsibilityoftheBuildingDesigrferperANSI/TPI NEC.1 E2. Formoreinformation see thisfob's general notes page and these web sites _ ALPINE www alpmertw, com, TPI www tpmst org, SBCA www sbondustry com, ICC www iccsafe org Orlando FL, 32837 Job Number: N333522 Ply 1 SEQN: 1591 / T18 / COMN Cusl R R8975 JRef 1 Wd589750065 VARIOUS ,9A619A7 ,258SE/258MA/258TA ,RS01 Qty 4 FROM RDG DrwNo 213 18 1139 56053 Truss Label: G1 KM / WHK 08/01/2018 T ro inn IS Loading Criteria (psi) TCLL 2000 TCDL 1700 BCLL' 000 BCDL 1000 Des Lc 47 00 NCBCLL 1000 Soffit 000 Load Duration 1 25 Spacing 24 0 " N5 10,8" 15'8"12 5'74 5012 5'0"12 7'4"4 7'4"4 Wind Criteria Wind Std ASCE 7-10 Speed 150 mph Enclosure Closed Risk Category II EXP C Mean Height 15 00 ft TCDL 4 2 psf BCDL 5 0 psf MWFRS Parallel Dist h/2 to h C&C Dist a 3 00 ft Loc from endwall not in 9 00 ft GCpi 0 18 Wind Duration 1 60 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N 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 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 4X8D 21'4" 6'7"8 13-11"12 DeFl/CSI Criteria PP Deflection in loc Udefl L/# VERT(LL) 0 049 H 999 360 VERT(TL) 0188 H 999 240 HORZ(LL) 0 020 G - - HORZ(TL) 0 048 G Creep Factor 2 0 Max TC CSI 0 387 Max BC CSI 0 680 Max Web CSI 0 210 VIEW Ver 17 02 01A 1115 21 K y.,. p.70$ 1 SAT 0 • IFS •••....,...•NG, COAONAI. r" WiWl ,11110 . 08/ 01 /2018 21' 4" 5' 7"4 T 1 7' 4"4 21' 4" Maximum Reactions (Ibs) Loc R /U /Rw /Rh,/RL /W B 1126 / 323 / 775 I - 1201 / 8 0 F 1043 /291 /631 /- /-. /80 Wind reactions based on MWFRS B Min Brg Width Reg = 1 6 F Min Brg Width Reg = 1 5 Bearings B & F are a rigid surface Bearings B & F require a seat plate Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp B - C 612 -1770 D - E 637 -1562 C - D 609 -1552 E - F 639 - 1781 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp B - H 1510 - 483 G - F 1522 - 485 H - G 1025 - 257 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens Comp C - H 218 -377 D-G 550 -213 H - D 535 - 205 G - E 220 - 384 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 ComponentSafetyInformation, 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 sheathingand bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3, B7 or 810, asapplicableApplyOatestoeachfaceoftrussandpositionasshownaboveandontheJoinDetails, unless noted otherwise f efer to ALPINE drawings160A-Z for standard plate positions Alpine, adivision of ITW BuildincqL Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build the w w,ow truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover pa e. 2400 Lake Orange Dr listing this drawing, indicates acceptance of pro essiona. engineering responsibility solely for the design shown. The sui ability Suite 150 anduseofthisdrawingforanystructureistheresponsibilityofthebuildingDesignerperANSI/TPI 1 Sec.2. For more information see thisjob's general notes page and these web sites ALPINE w al medw com, TPI w t cost or , SBCA w sbandustry com, ICC w iccsafe org Orlando FL, 32837 Job Number: N333522 Ply 1 SEQN 1592 / T16 / COMN Cust R R8975 JRef 1 Wd589750065 VARIOUS ,9A6/gA7 ,258SE/258MA/258TA ,R1301 Qty 1 FROM RDG DrwNo 213 18 1139 55179 Truss Label: G2 FV / DF 08/01/2018 5'7"4 198" 158"12 21'4" 5'74 5'0"12 5'0"12 5'74 4x8D 21,4" T4"4 6"" 8 T4"4 1, 1, T4"4 13'11"12 21'4" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL 2000 Wind Sid ASCE 7-10 Fig NA Ct NA CAT NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W B 1123 / 322 / 774 / - / 214 / 8 0TCDL1700Speed150mphPfNACeNAVERT(LL) 0 049 H 999 360 BCLL 000 Enclosure Closed Lu NA Cs NA VERT(TL) 0 188 H 999 240 F 1123 / 322 / 774 / - /- / 8 0 BCDL 1000 Risk Category II Snow Duration NA HORZ(LL) 0 020 H - - Wind reactions based on MWFRS Des Ld 4700 C HORZ(TL) 0 048 H B Min Brg Width Reg = 1 6 I Misc CriteriaNCBCLL1000MeaMeanHeight1500ItCode CreepP Factor 2 0 F Min Brg Width Reg = 1 6 Soffit 0 00 TCDL 4 2 psf Bldg Code FBC 6th ed 201 Max TC CSI 0 370 Bearings B & F are a rigid surfacegg Load Duration 1 25 BCDL 5 0 psf MWFRS Parallel Dist h/2 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 Rep Factors Used Yes Max Web CSI 0 205 Members not fisted have forces less than 375# Loc from endwall not in 9 00 ft FT/RT 20(0)/10(0) Maximum lop Chord Forces Per Ply (Ibs) GCpi i0 18 Plate Type(s) Chords Tens Comp Chords Tens Comp iVIEWVer170201A111521WindDuration160WAVELumber 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 B - C 602 -1765 D - E 603 - 1548 C - D 603 - 1547 E - F 602 - 1766 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens comp B - 1 1506 - 426 H - F 1506 - 452 1- H 1020 -225 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens Comp C - 1 217 - 376 ` D - H 537 - 207 1 - D 536 - 207 H - E 217 - 376 COA MQTEufVHL 08/ 01 /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 ComponentSafetyInformation, 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 sheathing and bottom chord shall have a properly attached rlppld ceiling Locations shown forpermanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 1310, as applicable Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise kefer to ALPINE drawings 160A-Z for standard plate positions Alpine, a division of ITW Bulldin4Components Group Inc shall not be responsible for any deviation from this drpwin any failure to build the _ Oo,,,,,, truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of.trussesA seal on this dr wing or cover page , - 2400 Lake Orange Dr listing thisdrawingindicatesacceptanceofprofessionarengineeringresponsibilitysolelyforthedesignshown. The suiTability Suite 150 and useofthisdrawingforanystructureistheresponsibilityoftheBuildingDesigrierperANSI(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 sbandustry com, ICC www iccsafe org Orlando FL, 32837 Job Number: N333522 VARIOUS ,9A6/9A7 ,258SE1258MA/258TA ,RB01 Truss Label G3 Loading Criteria (psi) TCLL. 2000 TCDL 1700 BCLL 000 BCDL 1000 Des Ld 4700 NCBCLL 1000 Soffit 000 Load Duration 1 25 Spacing 24 0 " Ply. 1 Qty 1 9' 12'4" 9' r 3".. C8 T2 = 5XD5 SEQN 1651 / T15 / HIPS Cust. RR8975 JRef 1Wd589750065 FROM RDG DrwNo 213 18 1139 55616 KM / WHK 08/01/2018 21'4" 9' t2 rn 4X4(A2) 1112X4 =5X5 =4X4(A2) 9'1"12 9'1"12 Wind Criteria Wind Std. ASCE 7-10 Speed 150 mph Enclosure Closed Risk Category II EXP C Mean Height 15 00 ft TCDL 4 2 psf BCDL 5 0 psf MWFRS Parallel Dist h/2 to h C&C Dist a 3 00 It Loc from endwall not in 9 00 It GCpi 0 18 Wind Duration 1 60 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP 2400f-2 OE T2 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 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 21'4" 210 944 11.11"12 21'4" Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Fig NA Ct NA CAT NA PP Deflection in loc L/defl U# Loc R / U / Rw / Rh / RL / W B 1123 / 323 / 773 / - / 186 / 8 0PfNACeNAVERT(LL) 0 029 G 999 360 Lu NA Cs NA VERT(TL) 0 110 G 999 240 E 1123 / 323 / 773 / - /- / 8 0 Snow Duration NA HORZ(LL). 0 018 H - - Wind reactions based on MWFRS HORZ(TL) 0 042 H Creep Factor 2 0 B Min Brg Width Req = 1 6 E Min Brg Width Req = 1 6Code / Misc Criteria Bldg Code FBC 6th ed 201 Max TIC CSI 0 776 Bearings B & E are a rigid surface TPI Std 2014 Max BC CSI 0 886 Bearings B & E require a seat plate Rep Factors Used Yes Max Web CSI 0 105 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 VIEW Ver 17 02 01A 1115 21 B - C 569 -1547 D - E 568 - 1542 WAVE C - D 603 - 1263 p. 708 1 SAT 0 • 1 COAer ON ALN 08/01 /2018 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 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, handlin shipping, installing and bracing Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, 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 sheathinq and bottom chord shall have a properlyattachedrigidceilinqLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginstalledperBCSIsectionsB3, B7 or 910, as applicable AppTy plates to each face or truss and position as shown above and on the Joinf Details, unless noted otherwise Refer to ALPINEdrawings160A-Z for standard plate positions Alpine, a,division of ITW Buildin omponents Group Inc shall not be responsible for any deviation from this drawing,any failure to build the µco,, truss in conformance with ANSI 1 1, or for handling, shipping, installation and bracing of,trussesA seal on this drawing or cover page , , 2400 Lake Orange Orlistingthisdrawingindicatesacceptanceofpro-fessionar engineering responsibility solely for the de si n shown. The sui ability Suite 150anduseofthisdrawing, for any structure is the responsibility of the building Designer per ANSSRPI 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 waft iccsafe org Orlando FL, 32837 Job Number: N333522 Ply 1 SEQN 1594 / T69 / HIPS Cust R R8975 JRef 1 Wd589750065 VARIOUS ,9A6/9A7 ,258SE1258MA/258TA ,RB01 Qty 1 FROM PFH Dnallo 213 18 1139 55522 Truss Label, G4G KM / WHK 08/01/2018 7' 14'4" 21,4" f 7' F' 7,4„ 7' ' t C6 T2 = 6XD6 1, + 6' 10"4 6' 10"4 Loading Criteria (psf) Wind Criteria TCLL 2000 Wind Std ASCE 7-10 TCDL 1700 Speed 150 mph BCLL 000 Enclosure Closed BCDL 1000 Risk Category II EXPDesLd- 47 Mean C 00 Mean Height 15 00 ft NCBCLL 000 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 NA GCpi 0 18 Wind Duration 1 60 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #1 T2 2x6 SP SS Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "1313" 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 21'4„ 3'9"12 1 3'9"12 10'8" 1 14'5"12 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) 0 094 H 999 360 Lu NA Cs NA VERT(TL) 0 365 H 999 240 Snow Duration NA HORZ(LL) 0 042 G - - HORZ(TL) 0101 G Code / Misc Criteria Creep Factor 2 0 Bldg Code FBC 6th ed 201 Max TC CSI 0 643 TPI Std 2014 Max BC CSI 0 685 Rep Factors Used No Max Web CSI. 0 265 FT/RT 20(0)/10(0) Plate Type(s) VIEW Ver 17 02 01A 1115 21WAVE GE S w o. Z08 1 Q :• SAT 0 ' COAra oNAL 08/01 /2018 6'10"4 21'4" Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 2134 /617 /- I- /- /80 E 2134 /617 /- I- /- /80 Wind reactions based on MWFRS B Min Brg Width Req = 2 5 E Min Brg Width Req = 2 5 Bearings B & E are a rigid surface Bearings B & E require a seat plate Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp B - C 1127 - 3930 D - E 1127 - 3930 C - D 935 - 3524 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp B - 1 3427 - 964 H - G 3398 - 961 1 - H 3398 - 961 G - E 3427 - 964 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens Comp C 696 - 74 D - G 696 ' - 74 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS es require extreme care In fabricating, handlm shipping, Installing and bracing Refer to and follow the latest edition of BCSI (BuildinglonentSafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions Installers shall provide temporary 1g per BCSI Unless noted otherwlse,top chord shall have properly attached structural sheathln and bottom chord shall have a properly led rlgqld celllna Locations shown for permanent lateral restraint of webs shall have bracinq Installed per BCSI sections B3, B7 or B10, plicab-le. Apply plates to each face of truss and position as shown above and on the Jolnf Details, unless noted otherwise. refer to ngs 160A-Z for standard plate positions a.dlvislon of ITW Build lng Components Group Inc shall not be responsible for any deviation from this drawing,anv failure to build the In conformance with ANSI PI 1, or for handllnp, shipping, installation and bracing of,trussesA seal on this drawirSg or cover paqe . . g this drawing indicates acceptance of proTessionar engineering responsibility solely for the desi n shown. The suitabilityuseofthisdrawing, for any structure is fhe responsibility of the Building Designer per ANSI/TPI 1 Sec.2. ALPINE mI co~ 2400 Lake Orange Or Suite 150 Orlando FL, 32837 Job Number. N333522 VARIOUS ,9A6/9A7 ,258SE/258MA1258TA ,R801 Truss Label. FG1 Ply 2 Qty 1 SEQN 1595 / FROM RDG T70 / FLAT Cust R R8975 JRef 1 Wd589750065 DnwNo 213 18 1139 55366 KM / WHK 08/01/2018• s 2 Complete Trusses Required 0110,11 1'10"15r 5' 5" 4'4"14+ 6'6"5 + 8'6"12 10'4"5 12-1"14 14'5"14 16'6"1 18'6"1 20'5"l 5' 2'0"15 2'1"7 2'0"7 l'9„9 1'9"9 2'4"l 2.0"2 2' T 11111, 4X10 T1 6X6 5X10 4X8 6X12 =8X8 010 -4X12 6X6 -5X10 A B C D E F G H I T3 J K n 1 1 InI BL1 V U T S R Q P B2 O N M M1 1114X6 4X8 8X10=8X14(*') 4X6 III2X4 8X8 1114X6 r7'11"9 12'6"9 2'0"7 2'0"7 1'11"15 V11"15 2'3"9 2'2"9 1'11"1 2'0"2 2'0"8 + 1 2'0"7 ' 4'0"14+ 6'0"13 80121z 10'4"5 + 12'6"14 7 14'5"14' 16'6"1 ' 18'6"9 20'10"l Loading Criteria (psq Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL 4000 Wind Std NA Pig NA Ct NA CAT NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL_ / W TCDL 1000 Speed NA mph Pf NA Ce NA VERT(LL) 0 178 O 844 360 V 2251 / 45 / - / 0 / - / 5 7 BCLL 000 Enclosure NA Lu. NA Cs NA VERT(TL) 0 312 O 614 240 R 11451 / - / - / 1 I - / 4 0 BCDL 500 Category NA Snow Duration NA HORZ(LL) 0 013 G - - L 4469 /- / - /- I - / 3 0 EXP NA HORZ TL 0 018 G V Min Br Width Re 1 5DesLd5500MeanHeightNAft ( ) g q NCBCLL 0 00 MeanTCDL ei ht Code / Misc Criteria Creep Factor 2 0 R Min Brg Width Req = - Soffit 2 00 TCDL. NA sf Bldg Code FBC 6th ed 201 Max TC CSI 0 773 L Min Brg Width Req = 1 9 p TPI Std 2014 Max BC CSI 0 904 Bearings V, R, & L are a rigid surface Load Duration 1 00 MWFRS Parallel Dist- NA Spacing 24 0 " C&C Dist a NA ft Rep Factors Used Yes Max Web CSI 0 608 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) I NA GCpi NA Plate Type(s): Chords Tens Comp Chords Tens Comp Wind Duration NA WAVE VIEW Ver 17 02 01A 1115 21 A - B 67 -92 G - H 0 -3335 Lumber Bearing Block(s) C - D 1883 -2 H - I 0 - 4553553 Value Set 13B (Effective 6/1/2013) Brg blocks 0 128"x3" nails D - E 5495 0 1-1 0 -4542 Top chord 2x6 SP SS T1 2x6 SP 2400f-2 OE- brg x-loc #blocks length/blk #nails/blk wall plate E - F 520 -22 J - K 0 -4550 T3 2x4 SP 2400f-2 OE 2 8 124' 1 14" 18 Rigid Surface F - G 520 - 22 Bot chord 2x6 SP SS B2 2x6 SP 2400f-2 OE Brg block to be same size and species as chord Webs 2x4 SP #3 WI W7, W8, W12, W20 2x4 SP #2 N Refer to drawing CNNAILSP1014 for more information W9 2x6 SP #2 N Maximum Bot Chord Forces Per Ply (Ibs) W10, W19 2x4 SP 2400f-2 OE. Additional Notes Chords Tens Comp Chords Tens Comp Lumber value set "1313" uses design values Truss must be installed as shown with top chord up U - T 760 - 81 P - O 5186 0 approved 1/30/2013 by ALSC S - R 66 -2221 O - N 5186 0 R- Q 0- 8001 N- M 4542 0 Nailnote Q - P 3041 0 Nail Schedule 0 128"x3" nails Top Chord 1 Row @ 2 75" o c. Maximum Web Forces Per Ply (Ibs) Bot Chord 1 Row @ 12 00" o c fftl1ft11ur aWebs1Row4" o c f rtrfrr„ Webs Tens Comp Webs Tens Comp Use equal spacing between rows and stagger nails A - V 20 -716 F - Q 0 -689 in each row to avoid splitting Ip ....., ' ! iri A- U 597 -74 Q - G 0 -3980 Plating Notes ?. •\v •1•,\ U - B 49 -748 G - P 1010 0 iN • All plates are 4X4 except as noted : B - T 47 - 621 P - H 0 - 2069C - S 0 - 2282 H - N 72 - 714 1 plate(s) require special positioning Refer to 708 S - D 1161 0 1 - N 0 - 545 scaled plate plot details for special positioning = D - R 0 -3780 J - M 0 - 1163 requirements * ; R - E 0 - 3463 M - K 4890 0 Loading ; = E - Q 3925 0 K - L 0 - 2346 S AT O Girder supports 30-0-0 span to TC one face and .• k- A 2-0-0 span to TC/BC split opposite face T •. / , 9 Purlins The TC of this truss shall be braced with attached fir NN`• spans at 24" oc in lieu of structural sheathing COA #Ord Q11 08/01 /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 (BuildingComponentSafetyInformation, 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 sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3, B7 or B10, as applicable Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise Refer to ALPINEdrawings160A-Z for standard plate positions Alpine, adivision of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build the rim co~ truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of,trussesA seal on this dr wing or cover page . , 2400 Lake Orange Or listing this drawing, indicates acceptance of pro essiona engineering responsibility solely for the des i n shown. The suitability Suite 150anduseofthisdrawingforanystructureisfheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. For more information see this fob's general notes page and these web sites ALPINE www alpineitw com, TPI www tpinst org, SBCA www sbandustry com, ICC www iccsafe org Orlando FL, 32837 Job Number: N333522 Ply 1 SEON 1596 / T14 / HIPS Cust RR8975 JRef 1Wd589750065 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RB01 Oty 1 FROM PFH DrwNo 213 18 1139 56208 Truss Label: C1G KM / WHK 08/01/2018 1'10"8 1 6'4" 9'10"4 14'5"8 164" 1F1'10"8 I 4'5"8 I 3'6"4 47-4 + 1108 12 4X4 6 8X 12 C 1112X4 D T2 E 8X 12 F o =4Xg(63) 2 4X8(B3) G r, in T ss A it t i u Loading Criteria (psf) TCLL 2000 TCDL 1700 BCLL 000 BCDL 1000 Des Ld 4700 NCBCLL 1000 Soffit 000 Load Duration 1 25 Spacing 24 0 " 1112A4 = 6A I U = H l Ul 4 1112A4 16'4" r 2'0"4 1 4'3"12 3'8" + 4'3"12 2'0"4 2'0"4 '1 64" 10, 14'3"12 164" Wind Criteria Wind Std ASCE 7-10 Speed 150 mph Snow Criteria (Pg,Pf in PSF) Pig NA Ct NA CATNA Pf NA Ce NA Defl/ CSI Criteria PP Deflection in loc Udefl U# VERT( LL) 0 230 D 837 360 Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 2095 / 986 / - / - / - / 4 0 Enclosure Closed Lu NA Cs NA VERT(TL) 0 863 D 352 240 G 2106 / 862 / - / - / - / 4 0 Risk Category II Snow Duration NA HORZ(LL) 0 032 C - - Wind reactions based on MWFRS EXP C HORZ(TL) 0 076 C B Min Brg Width Req = 2 5 Code / Misc Criteria Mean Height 20 91 ft Creep Factor. 2 0 G Min Brg Width Req = 2 5 TCDL 4 2 psf Bldg Cade FBC 6th ed 201 Max TC CSI 0 797 Bearings BB & G are a rigid surface 9 9BCDL5 0 psf MWFRS Parallel Dist 0 to h/2 TPI Std 2014 Max BC CSI 0 919 Members not listed have forces less than 375# C&C Dist a 3 00 ft Rep Factors Used Yes Max Web CSI 0 365 Loc from endwall not in 144 00 FT/RT.20(0)/10(0) GCpi 0 18 Plate Type(s) Wind Duration 1 60 WAVE, HS Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N T2 2x4 SP 2400f-2 OE Bot chord 2x6 SP SS Webs 2x4 SP #3 W2, W6 2x4 SP 2400f-2 OE Lumber value set "1313" uses design values approved 1/ 30/2013 by ALSC Special Loads Lumber Dur Fac =1 25 / Plate Dur Fac =1 25) TC From 78 plf at -1 00 to 78 plf at 1633 BC. From 20 plf at 0 00 to 20 plf at 1633 TC 66 lb Conc Load at 1 91,14.44 TC: 47 lb Conc Load at 3 94, 5 94, 7 94, 8 40 10 40, 12 40 BC 51 lb Conc Load at 1 09 BC 37 lb Conc Load at 1 91,1444 BC 148 lb Conc Load at 309 BC 33 lb Conc Load at 3 94, 5 94, 7 94, 8 40 10 40. 12 40 BC 246 lb Conc Load at 509 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' Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens Comp VIEW Ver 17 02 01A 1115 21 B - C 1506 - 3622 E - F 3224 - 7916 C - D 3135 - 7698 F - G 1593 - 3893 D - E 3135 - 7698 s pp 0. lO01Q S AT O COA ##j0° 1% A 11111111,000 08/01/ 2018 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 Trusses require extreme care in fabricating, handlin shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building Component SafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporarryV bracin per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a properly attachod rl9gid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable AppTy Oates to each face of truss and position as shown above and on the Joint -Details, unless noted otherwise 17efer to ALPINE drawings 160A-Z for 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 µrr ,o truss in conformance with ANSI PI 1, or for handling, shipping, installation and bracing oftrussesA seal on this drawing or cover patge 2400 Lake Orange Dr listing thisdrawingindicatesacceptanceofproessionaengineeringresponsibilitysolelyforthedesignshown. The suitability Suite 150 and useofthisdrawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. For more information see thisjob's general notes page and these web sites ALPINE www aipineitw com, TPI www tpinst org, SBCA www sbondustry com, ICC www iccsafe org_ Orlando FL, 32837 Job Number: N333522 Ply 1 SEQN. 1597 / T48 / COMN Cust R R8975 JRef 1 Wd589750065 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RB01 Qty 3 FROM RDG DrwNo 213 18 1139 55382 Truss Label: D1 KM / WHK 08/01/2018 Tl 0" 158" Ti 0" T10" H0510 C 12 6 v m B v D ass A L 4X4( B1 ) L 4X4(B1) III2X4 15'8" L IT Tt0" T10" I 7'10" 15'8" Loading Criteria (psf) 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 I U / Rw / Rh / RL / W TCDL 1700 Speed 150 mph Pf NA Ce NA VERT(LL) 0 010 E 999 360 B 849 / 240 / 579 / - / 153 / 4 0 BCLL 000 Enclosure Closed Lu NA Cs NA VERT(TL) 0 041 E 999 240 D 765 1210 / 494 / - / - ! - BCDL 1000 Risk Category II Snow Duration NA HORZ(LL) 0 010 E - - Wind reactions based on MWFRS C Des Ld 4700 HORZ(TL) 0 020 E B Min Brig Width Reg = 1 5 Mea NCBCLL 1000 Mean Height 22 40 ft Code / Misc Criteria Creep Factor 2 0 D Min Brg Width Reg = - TCDL 4 2 psf Soffit 000 gCDL 5 0 psf Bldg Code FBC 6th ed 201 Max TC CSI 0 878 Bearing B is a rigid surface Load Duration 1.25 MWFRS Parallel Dist h/2 to h TPI Std 2014 Max BC CSI 0 736 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 0 134 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 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) Value Set. 13B (Effective 6/112013) Chords Tens Comp Chords Tens Comp Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N B - E 838 - 294 E - D 838 - 294 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 P • r GE SAC o. 708 1 a:• SAT O ; Q 08/01 /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, handlingshipping, installing and bracing Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) 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 sheathing and bottom chord shall have a propperly attached n4id ceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicab-le Apply plates to each face of ttruss and position as shown above and on the Joint -Details, unless noted otherwise Refer to ALPINE drawings160A-Z for standard plate positions Alpine, a division of ITW Building Components Group Inc shall not be responsible for any deviation from this drawing,anV failure to build the wnw coMouw truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawl g or cover page , , 2400 Lake Orange Dr listingthisdrawingindicatesacceptanceofproesslonaengineeringresponsibilitysolelyforthedesignshown. The sui ability Suite 150 anduseofthisgnawingforanystructureispe responsibility of the Building Desigrfer per ANSI/TPI 1 Sec.2. For more information see this ob's general notes page and these web sites ALPINE www al ineitw corn, TPI www t inst or , SBCA www sbundustry com, ICC www =safe org Orlando FL, 32837 Job Number: N333522 Ply 1 SEON 1598 / T47 / COMN Cust R R8975 JRef 1 Wd589750065 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RB01 Oty 1 FROM ROG DrwNo 213 18 1139 56210 Truss Label: D2 KM / WHK 08/01/2018 WE Loading Criteria (psf) TCLL 2000 TCDL 1700 BCLL 000 BCDL 1000 Des Ld 4700 NCBCLL 1000 Soffit 000 Load Duration 1 25 Spacing 24 0 " T10" + 15'8" T10" T10" H0510 C 4X4(B1) liJZA4=4X4(B1) F— 1 Wind Criteria Wind Std ASCE 7-10 Speed 150 mph Enclosure Closed Risk Category II EXP C Mean Height 22 40 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 "138" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design T 10" T 10" Snow Criteria (Pg,Pf in PSF) Pg NA Ct NA CAT W Pf NA Ce NA Lu NA Cs NA Snow Duration NA Code / Misc Criteria Bldg Code FBC 6th ed 201 TPI Sld 2014 Rep Factors Used Yes FT/RT 20(0)/10(0) Plate Type(s) WAVE, HS 15'8" T 10" 15'8" Deft/CSI Criteria PP Deflection in loc Udefl U# VERT(LL) 0 011 E 999 360 VERT(TL) 0 041 E 999 240 HORZ(LL) 0 010 E - - HORZ(TL) 0 020 E Creep Factor 2 0 Max TC CSI 0 878 Max BC CSI 0 736 Max Web CSI 0 134 VIEW Ver 17 02 01A 1115 21 0. 7.08 1 o SAT 0 A.• mow; COA #0'6i$,,y 08/01 /2018 t2 v Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 849 /361 /579 /- /153 /40 D 765 /315 /494 /- /- /40 Wind reactions based on MWFRS B Min Brg Width Req = 1 5 D Min Big Width Req = 1 5 Bearings B & D are a rigid surface Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Con B - C 448 -1063 C - D 464 - 1061 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp B - E 838 - 294 E - D 838 - 294 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 Safety Information, by TPI and SBCA) fsatPety practices prior to performing these functions Installers shall provide temporarryY BCSI Unless noted oytherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro pperly dceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracininstalledperBCSIsectionsB3, B7 or 910, eAppTyplatestoeachfaceoftrussandpositionasshownaboveandontheJomf9Details, unless noted otherwise (2efer to Alpine, adivision of ITW BuildinlComponents 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, installation and bracing of.trussesA seal on this drawing or cover page , listing this drawing indicates acceptance of rofessionar engineering responsibility solely for the design shown. The sui ability anduseofthisgnawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. For more information see this Job's general notes page and these web sites ALPINE www aipineitw com, TPI www tpinst org, SBCA www sbandustry wm, ICC www iccsafe ALPINE 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number. N333522 Ply 1 SEON 1599 / T46 / HIPS Cust R R8975 JRef. 1 Wd589750065 VARIOUS ,9A6/9A7 ,258SEJ258MA/258TA ,RB01 Oty 1 FROM RDG DrwNo 213 18 1139 55397 Truss Label: D3G KM / WHK 08/01/2018 Loading Criteria (psf) Wind Criteria TCLL 2000 Wind Std ASCE 7-10 TCDL 1700 Speed 150 mph BCLL 000 Enclosure Closed BCDL 1000 Risk Category 11 EXP C Des Ld 47 00 Mean Height 22 19 It NCBCLL 000 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 NA GCpi 0 18 Wind Duration 1 60 Lumber Value Set 13B (Effective 6/1/2013) 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 "13B" uses design values approved 1/30/2013 by ALSC Loading 1 hip supports 7-0-0 jacks with no webs Wind Wind loads and reactions based on MWFRS 7' 7' 8'8" 4X6 =4X6 C D 15'8" 7'1"12 , 1'4"8 T 1 "12 8'6"4 15' 8" 7' 7'1"l2 15'8" 1 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Fig NA Ct NA CAT NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W Pf NA Ce NA VERT(LL) 0 049 G 999 360 B 1445 / 6161- Lu NA Cs NA VERT(TL)' 0 189 G 999 240 E 1445 / 617- Snow Duration NA HORZ(LL) 0 018 G Wind reactions based on MWFRS HORZ(TL) 0 045 G B Min Big 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 TC CSI 0 887 Bearings B & E are a rigid surface TPI Std 2014 Max BC CSI. 0 392 40 40 Rep Factors Used No Max Web CSI 0 252 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 C - D 792 - 1936 4* GE S •• o. 708 1 a• SAT O COA #0 0atNA E 08/01/20 f 8 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 660 -194 G - D 645 - 186 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 (BuildingComponentSafetyInformation, by TPI and SBCA) 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 hord shall have a properly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracin installed per BC I sections B3, B7 or B10, as applicable Apply plates to each face oftruss and position as shown above and on the Joint Details, unless noted otherwise Defer to ALPINEdrawings160A-Z for 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 u nwcoMrurr 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 Drlistingthisdrawingindicatesacceptanceofproessionaengineennqresponsibilitysolelyforthedenshown. The su.Pability Suite Lake and use of this drawing for any structure is p e responsibility of the Building Desigrier per ANSI/TPI 1 AU 2.150 For more information see this Job's general notes page and these web sites ALPINE www aipinedw com, TPI www tpmst org, SBCA www sbcindustry com, ICC www iccsafe org_ Orlando FL, 32837_ r Job Number' N333522 Ply 1 SEQN 1649 / T26 / HIPM Cust RR8975 JRef 1Wd589750065 VARIOUS ,9A6/9A7 ,258SEJ258MA)258TA ,R801 Qty 1 FROM RDG DrwNo. 213 18 1139 55413 Truss Label- L1 KM / WHK 08/01/2018 9' 14'0"8 15' T 5'0"8 11" 6X8 = 4X4 C T2 D 2X4(A1) —4A4 1113X6 15' 9'3"8 9'3"8 4'10" 12 14'214'2 4 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL 2000 Wind Std ASCE 7-10 Fig NA Ct NA CAT. NA PP Deflection in loc L/defl L/# TCDL 1700 Speed 150 mph Pf NA Ce NA VERT(LL) 0 055 G 999 360 BCLL 000 Enclosure Closed Lu NA Cs NA VERT(TL) 0205 G 999 240 BCDL 1000 Risk Category II Snow Duration NA HORZ(LL) 0 022 G - - Des Ld 4700 EXP CnHORZ(TL) 0 051 G Code / Misc CriteriaNCBCLL1000 Mea Mea Height 15 00 tt TCDL 4 2 psf Creep Factor 2 0 Soffit 000 BCDL 5 0 psi Bldg Code FBC 6th ed 201 Max TC CSI 0 937 Load Duration 1 25 MWFRS Parallel Dist h/2 to h TPI Std 2014 Max BC CSI 0 899 Spacing 24 0 " C&C Dist a 3 00 ft Rep Factors Used Yes Max Web CSI 0 393 Loc from endwall not in 9 00 ft FT/RT 20(0)/10(0) GCpi 0 18 Plate Type(s) VIEW Ver. 17 02 01A 1115 21WindDuration160WAVE Lumber Value Set 13B (Effective 5/1/2013) Top chord 2x4 SP #1 T2 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set " 13B" 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. o. T08 1 a• SAT O IN% A' COA ' ,NA, EN 08/01 /2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 772 1221 / 568 I - / 127 / 8 0 E 740 1213 /451 I- /- /80 Wind reactions based on MWFRS B Min Brg Width Req = 1 5 E Min Brg Width Req = 1 5 Bearings B & F are a rigid surface Bearings B & F require a seat plate Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp B - C 390 - 1053 C - D 416 - 886 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 fabricatingp, handlin shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions Installers shall provide temporarryY bracing per BCSI Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rlgld ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or B10 as applicable Apply plates to each face oftrussand position as shown above and on the Joinf Details, unless noted otherwise Refer to ALPINE drawings160A-Z for standard plate positions Alpine, adivision of ITW Building Components Group Inc shall not be responsible for any deviation from this drawin anv (allure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of,trussesA seal on this drowirig or cover page .. 2400 Lake Orange Dr listingthisdrawingindicatesacceptanceofproessionaengineeringresponsibilitysolelyforthedesignshown. The sui ability Suite 150 anduseofthisgnawingforanystructureistheresponsibilityoftheBuildingDesigrierperANSI/TPI 1 Sec.2. For more information see this Job's general notes page and these web sites ALPINE www aipineitw com, TPI www tpinst org, SBCA www sbondustry com. ICC www iccsafe org Orlando FL, 32837 Job Number: N333522 Ply 1 SEQN 1601 / T75 / HIPM Cusl R R8975 JRef 1 Wd589750065 VARIOUS ,9A6/gA7 ,258SE/258MA/258TA ,R801 City 1 FROM RDG DrwNo 213 18 1139 55257 Truss Label, L2G KM / WHK 08/01/2018 T 1' 7' 10'8" 14' 15' 7, ' 1 3,8„ 3,4„ 1 4X 10 III 2X4 = 4X8 12 C D T2 E 3X6(A1) III4A4 - 5x 1 U 1113X6 Loading Criteria (psf) Wind Criteria TCLL 2000 Wind Std ASCE 7-10 TCDL 1700 Speed 150 mph BCLL 000 Enclosure Closed BCDL 1000 Risk Category II EXP C Des Ld 4700 Mean Height 15 00 ft NCBCLL000 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 NA GCpi 0 18 Wind Duration 1 60 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #1 T2 2x4 SP #2 N Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC Loading 1 hip supports 7-0-0 jacks with no webs 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 Wind Wind loads and reactions based on MWFRS Right end vertical not exposed to wind pressure 15' 3' 6"4 10' 8" Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Fig NA Ct NA CAT NA PP Deflection in loc Udefl L/# Pf NA Ce NA VERT(LL) 0 060 1 999 360 Lu NA Cs NA VERT(TL) 0 225 1 999 240 Snow Duration NA HORZ(LL) 0 016 G - - HORZ( TL) 0 038 G Code / Misc Criteria Creep Factor 2 0 Bldg Code FBC 6th ed 201 Max TC CSI. 0 730 TPI Std 2014 Max BC CSI 0 642 Rep Factors Used No Max Web CSI 0 855 FT/ RT 20(0)/10(0) Plate Type(s) VIEW Ver 17.02 01A 1115 21 WAVEE 4GSF . i o. Z08 1 COA # 4 , /0 08/ 01 /2018 3' 6"4 14' 2"4 15' Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1283 /394 /- /- I- /80 F 1614 /472 /- /- /- /80 Wind reactions based on MWFRS B Min Brg Width Req = 1 5 F Min Brg Width Req = 1 9 Bearings B & G are a rigid surface Bearings B & G require a seat plate Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp B - C 828 - 2782 D - E 557 -1901 C - D 557 - 1901 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp B - 1 2572 -750 1- H 2619 -757 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens Comp C - 1 775 -111 H - E 2245 - 657 C - H 238 - 855 E - G 483 - 1472 D - H 326 - 637 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 ComponentSafetyInformation, 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 sheathing and bottom chord shall have a pro erly attachedrIidceilinqLocationsshownforpermanentlateralrestraintofwebsshallhavebracinInstalledperBCSIsectionsB3, B7 or 910, as applicable AppTy Oates to each face ortruss and position as shown above and on the Joinf9Details, unless noted otherwise kefer to ALPINE drawings160A-Z for standard plate positions Alpine, a division of ITW Building Components Group Inc shall not be responsible for any deviation from this drawing,ang failure to build the µriw co~ 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 listingthisdrawingindicatesacceptanceofproessiona. engineering responsibility solely for the desi n shown. The suiCability Suite Lake and use of this drawing, for any structure is the responsibility of the Building Designer per ANSI/TPI 1 S-ec.2.150 For more information see this job's general notes page and these web sites ALPINE www aipineitw com, TPI www ipinst org, SBCA www sbcmdustry com, ICC www iccsafe org Orlando FL, 32837 Job Number: N333522 Ply 1 SEQN 1610 / T29 / EJAC Cust R R8975 JRef 1 Wd589750065 VARIOUS ,9A6/9A7 ,258SE1258MA/258TA ,RB01 Qty 4 FROM. RDG DrwNo 213 18 1139 55521 Truss Label: EJ74 KM / WHK 08/01/2018 C 12 4 1 LO T r- N B N 5 A D Loading Criteria (psf) TCLL 2000 TCDL 1700 BCLL 000 BCDL 1000 Des Ld 47 00 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 15 00 ft TCDL 4 2 psf BCDL 5 0 psf MWFRS Parallel Dist 0 to h/2 C&C Dist a 3 00 ft Loc from endwall 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 (3) 0 131"x3 0", min toe -nails at top chord Provide (2) 0 131"x3 0", min toe -nails at bottom chord Snow Criteria (Pg,Pf in PSF) Pg.NA Ct NA CAT N/ Pf NA Ce NA Lu NA Cs NA Snow Duration NA Code / Misc Criteria Bldg Code FBC 6th ed 201 TPI Std 2014 Rep Factors Used Yes FT/RT 20(0)/10(0) Plate Type(s) WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL) NA VERT(TL)' NA HORZ(LL) 0 017 D HORZ(TL) 0 041 D Creep Factor 2 0 Max TC CSI 0 898 Max BC CSI 0 590 Max Web CSI. 0 000 VIEW Ver 17 02 01A 1115 21 08/01 /2018 Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 426 /115 /329 /- /101 /80 D 134 /12 /103 I- I- /15 C 228 / 97 / 132 / - I - / 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 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 quire extreme care in fabricating, handlingshipping, installing and bracing Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI and SBCA) r safety practices prior to performing these functions Installers shall provide temporary. BCSI Unless noted oyherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly 11d ceiling. Locations shown for permanent lateral restraint of webs shall have bracinq insTalled per BCSI sections B3, B7 or B10, ile AoDTv Dlates to each face of truss and position as shown above and on the JoineDetails. unless noted otherwise kefer to me, adivision of ITW Build mcLComponents Group Inc shall not be responsible for any deviation from this drawing,apy failure to build the s in conformance with ANSIITPI 1, or for handling, shipping, installation and bracing oftrussesA seal on this drawing or cover page ing this drawing indicates acceptance of pro-fessionar engineering responsibility solely for the design shown. The suiTabilityiuseofthisgnawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. more information see this Job's general notes page and these web sites ALPINE www aipineitw com, TPI www 1pinst org, SBCA www sbcmdustry com, ICC www iccsafe A PINEI u+nwcoruurr 2400 Lake Orange Or Suite 150 Orlando FL, 32837 Job Number. N333522 Ply 1 SEQN 1621 / T66 / JACK Cust RR8975 JRef lWd589750065 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RB01 Qty 2 FROM RDG DrwNo 213 18 1139 55974 Truss Label: CJ54 KM / WHK 08/01/2018 Loading Criteria,(psq TCLL 2000 TCDL 1700 BCLL: 000 BCDL 1000 Des Lid 47 00 NCBCLL 1000 Soffit 000 Load Duration 1 25 Spacing 24 0 " 5 2X4(A1) Wind Criteria Wind Std ASCE 7-10 Speed 150 mph Enclosure Closed Risk Category II EXP C Mean Height 15 00 ft TCDL 4 2 psf BCDL 5 0 psf MWFRS Parallel Dist 0 to h/2 C&C Dist a 3 00 ft Loc from endwall not in 4 50 ft GCpi 0 18 Wind Duration 1 60 Lumber Value Set 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 17 C 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 4'11'A 4'11'A Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL) NA VERT(TL) NA HORZ(LL) 0 006 D HORZ(TL) 0 013 D Creep Factor 2 0 Max TIC CSI 0 391 Max BC CSI 0 278 Max Web CSI 0 000 VIEW Ver 17 02 01A 1115 21 o. Z08 1 k a SAT O ;• A% com: S: COA #x ONAL ENG 08/01 /2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 330 /92 /261 /- /75 /80 D 93 /8 /70 /- I- /15 C 156 /66 /89 /- /- /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, handlin shipping, installing and bracing Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, 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 property attached structural sheathing and bottom chord shall have a pro erlyattachedngidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginstalledperBCSIsectionsB3, B7 or 910, as applicable AppTy plates to each face of truss and position as shown above and on the Joint -Details, unless noted otherwise (tefer to ALPINEdrawings160A-Z for standard plate positions Alpine, a division of ITW Buildina_1Components Group Inc shall not be responsible for any deviation from this drawing,any (allure to build the µi,,,,Co,,,,, 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 Or listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the de si n shown. The sui ability Suite 150anduseofthisdrawing, for any structure is fhe responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this fob's general notes page and these web sites ALPINE www alpineitw com, TPI www t inst or , SBCA www sbondustry com, ICC www iccsafe org Orlando FL, 32837 r Job Number: N333522 Ply 1 SEQN 1623 / T67 JACK Cust R8975 JRef 1Wd589750065 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RB01 Qly 2 FROM RDG DrwNo 213 18 1139 56099 Truss Label- CJ34 JB / WHK 08/01/2018 Loading Criteria (psf) TCLL 20.00 TCDL 1700 BCLL 000 BCDL 1000 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 15 00 ft TCDL 4 2 psf BCDL 5 0 psf MWFRS Parallel Dist 0 to h/2 C&C Dist a 3 00 ft Loc from endwall 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 4 C 2X4(A1) Snow Criteria (Pg,Pf in PSF) Pg- NA Ct NA CAT Ni Pf NA Ce NA Lu NA Cs NA Snow Duration NA Code / Misc Criteria Bldg Code FBC 6th ed 201 TPI Std. 2014 Rep Factors Used Yes FT/RT 20(0)110(0) Plate Type(s) WAVE 2'11'A 2'11'A Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL) NA VERT(TL) NA HORZ(LL) 0 001 D HORZ(TL) 0 002 D Creep Factor 2 0 Max TC CSI 0 161 Max BC CSI. 0 085 Max Web CSI 0 000 VIEW Ver 17 02 01A 1115 21 08/01 /2018 T M ~ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 242 / 71 / 199 / - / 50 1 8 0 D 51 /4 /39 /- /- /15 C 82 /35 /45 I- I- /15 Wind reactions based on MWFRS B Min Big Width Reg = 1 5 D Min Brg Width Reg = - C Min Brg Width Reg = - 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, handlin shipping, installing and bracing Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions Installers shall provide temporarryY bracing per BCSI Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly ttached rl41d ceiling Locations shown forpermanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3, B7 or 1310, as applicabge Apply plates to each face oftrussand position as shown above and on the Joinf Details, unless noted otherwise Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine, a, division of ITW BuildinccL Components Group Inc shall not be responsible for any deviation from this drawln any failure to build the M+ co~ truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trussesA seal on this dr wing or cover page , , 2400 Lake Orange Or listing thisdrawingindicatesacceptanceofpro) essionar engineering responsibility solely for the design shown. The suiTability Suite 150 and useofthisdrawingforanystructureisfheresponsibilityofthebuildingDesignerperANSI/TPI 1 Sec.2. For more information see thisjob's general notes page and these web sites ALPINE www al inedw corn, TPI www tipinst or , SBCA www sbandustry com, ICC iccsafe org Orlando FL, 32837 Job Number, N333522 Ply 1 I SEQN 1625 / T24 / JACK Cusl R R8975 JRef 1 Wd589750065 VARIOUS ,9A6/9A7 ,258SEJ258MA/258TA ,RB01 Qly 2 FROM RDG DrwNo 213 18 1139 55195 Truss Label: CJ14 KM / WHK 08/01/2018 Loading Criteria (psf) TCLL 2000 TCDL 1700 BCLL 000 BCDL 1000 Des Ld 4700 NCBCLL 1000 Soffit 000 Load Duration 1 25 Spacing 240" A — Wind Criteria Wind Std. ASCE 7-10 Speed 150 mph Enclosure Closed Risk Category II EXP C Mean Height 15 00 ft TCDL 4 2 psf BCDL 5 0 psf MWFRS Parallel Dist 0 to h/2 C&C Dist a 3 00 ft Loc from endwall 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 4 [::— C r, T7" 11 ti 2X4(A1) 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 U# VERT(LL) NA VERT(TL) NA HORZ(LL) 0 000 D HORZ(TL) 0 000 C Creep Factor 2 0 Max TC CSI 0 159 Max BC CSI 0 020 Max Web CSI 0 000 VIEW Ver 17 02 01A 1115 21 08/01 /2018 Maximum Reactions (lbs) Loc R /U /Rw /Rh /RL /W B 191 /88 /174 /- /25 /80 D 7 /11 /16 /- I- /15 C -21 131 /24 /- /- /15 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 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, handlin shipping, installing and bracing Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) fo'r safely 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 pro erlyattachedrigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracingInstalledperBCSIsectionsB3, B7 or 910, as applicable Appiy plates to each face of truss and position as shown above and on the Joinf9Details, unless noted otherwise Refer to ALPINEdrawings160A-Z for 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 ., Co~ truss in conformance with ANSI PI 1, or for handling, shipping, Installation and bracing of trussesA seal on this drawing or cover page , , 2400 Lake Orange Orlistingthisdrawingindicatesacceptanceofproessionaengineeringresponsibilitysolelyforthedesignshown. The suifabrlrty Suite 150anduseofthisdrawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. For more information see thisjob's general notes page and these web sites ALPINE www al ineitw cm, TPI www t inst mg, SBCA v sbandustry com, ICC www iccsafe org Orlando FL, 32837 Job Number, N333522 Ply 1 SEQN 1602 / T23 / HIPM Cusl RR8975 JRef 1Wd589750065 VARIOUS ,9A6/9A7 ,258SE/258MAt258TA ,RB01 Qty 1 FROM RDG DrwNo213 18 1139 55849 Truss Label. H1G KM / WHK 08/01/2018 7' 7' 4X6 C 10' 10"7 3' 10"7 T2 1112X4 D 12 6 m o . n 0 B A F E 2X4( A1) 1112X4 1113X6 Loading Criteria (psf) Wind Criteria TCLL 2000 Wind Std ASCE 7-10 TCDL 1700 Speed 150 mph BCLL 000 Enclosure Closed BCDL 1000 Risk Category: II EXP: C Des Ld 47 00 NCBCLL 0 00 Mean Height 15 00 It 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 NA GCpi 0 18 Wind Duration 1 60 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 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 Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure 7' 5"11 i3'4"13 7' 1"12 7' 1"12 3' B"11 10, 10"7 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pig NA Ct NA CAT NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W B 572 / 198 / - I - / - / 8 0 PfNACeNAVERT(LL) 0 020 F 999 360 Lu NA Cs NA VERT(TL) 0 076 F 999 240 F 995 / 224 / - I - / - / 11 3 Snow Duration NA HORZ(LL) 0 012 F - - E 611 / 207 / - I - / - / 5 7 HORZ( TL). 0 030 F Creep Factor 2 0 Wind reactions based on MWFRS B Min Big Width Req = 1 5 Code / Misc Criteria Bldg Code FBC 6th ed 201 Max TC CSI 0 805 F Min Big Width Req = 1 5 TPI Std 2014 Max BC CSI 0681 E Min Big Width Req = 1 5 Rep Factors Used No Max Web CSI 0 181 Bearings B, F, & E are a rigid surface Bearings B & F require a seat plate FT/ RT 20(0)/10(0) Plate Type(s) Members not listed have forces less than 375# VIEW Ver 17 02 01A 1115 21 WAVEMaximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp B - C 179 - 449 Y• i•\,rjG S F0. 708 1 SAT O 4, . co a,zlpNAI. 08/ 01/20 t 8 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) for 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 propperly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing Installed per BCSI sections B3, B7 or B10, as applicable AppTy plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise Refer to ALPINE drawings160A-Z for 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 wM,10 ur 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 Or listing this drawing, indicates acceptance of pro essiona. engineering responsibility solely for the design shown. The suitability Suite 150 anduseofthisdrawingforanystructureistheresponsibilityofthebuildingDesignerperANSI/TPI 1 Sec.2. For more information see this lob's general notes page and these web sites ALPINE www aipinedw com, TPI www tpinst org, SBCA v sbcmdusiM com, ICC _ w iccsafe org Orlando FL, 32837 Job Number: N333522 Ply 1 SEQN 1603 / T53 / VAL Cust R R8975 JRef 1 Wd589750065 VARIOUS ,9A619A7 ,258SE/258MA/258TA ,RB01 Qty 1 FROM PFH DrwNo 213 18 1139 55958 Truss Label: V3 KM / WHK 08/01/2018 Loading Criteria (psi) TCLL2000 TCDL- 1700 BCLL 000 BCDL 1000 Des Ld 4700 NCBCLL 1000 Soffit 000 Load Duration 1 25 Spacing 24 0 " T 11" 4 I 1' 10"8 6' 101"8 1 12' 11T8 T 4,1"8 41"8 '1 11T8 12 6 4X4 B 4X4 1112X4= 4X4(D1) C D H G F 1112X4 1112X4 1112X4 Wind Criteria Wind Std ASCE 7-10 Speed 150 mph Enclosure Closed Risk Category II EXP C Mean Height 22 39 ft TCDL 4 2 psf BCDL. 5 0 psf MWFRS Parallel Dist h to 2h 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 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)110(0) Plate Type(s) WAVE 12' a in Defl/ CSI Criteria PP Deflection in loc Udefl U# VERT( LL) 0 001 H 999 360 VERT( TL) 0 003 H 999 240 HORZ( LL): -0 000 F - - HORZ( TL) 0 001 F Creep Factor 2 0 Max TC CSI 0 337 Max BC CSI 0 117 Max Web CSI 0 074 VIEW Ver 17 02 01A 1115 21 tii f 0. Z08 1 5z SNAIL 08/ 01 /2018 Maximum Reactions (lbs), or'=PLF Loc R /U /Rw /Rh /RL /W 1` 98 131 / 54 /- / 2 / 144 Wind reactions based on MWFRS I Min Brg Width Reg = - Bearing A is a rigid surface Members not listed have forces less than 375# Maximum Web Forces Per Ply (Ibs) Webs Tens Comp C - G 248 - 400 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, handlingshipping, installing and bracing Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) r safety practices prior to performing these functions Installers shall provide temporary bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a propperly Attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3, B7 or B10, as applicable Apply Oates to each face of truss and position as shown above and on the Joint -Details, unless noted otherwise. Refer to ALPINE drawings160A-Z for standard plate positions Alpine, a division of ITW Building_ Components Group Inc shall not be responsible for any deviation from this drawingq anyy failure to build the ,win co~ truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing oftrussesA seal on this drawing or cover page ' 2400 Lake Orange Dr listingthisdrawingqindicatesacceptanceofprofessionarengineeringresponsibilitysolelyforthedesignshown. The suifbbility Suite 150 anduseofthisthawingforanystructureistheresponsibilityoftheBuildingDesigrierperANSI/TPI 1 Sbc.2. For more information see thisjob's general notes page and these web sites ALPINE www aiPineitw com, TPI _ w tpinst org, SBCA w sbondustry com, ICC v iccsafe org Orlando FL, 32837 Job Number. N333522 Ply 1 SEON 1604 / T44 / VAL Cust RR8975 JRef 1Wd589750065 VARIOUS ,9A6/9A7 ,258SE1258MA/258TA ,RB01 Oty 1 FROM PFH Dnallo 213 18 1139 55303 Truss Label, V2 KM / WHK 08/01/2018 Loading Criteria (psq TCLL 2000 TCDL 1700 BCLL 000 BCDL 1000 Des Ld 47 00 NCBCLL 1000 Soffit 000 Load Duration 1 25 Spacing 24 0 " I'10"8 L_ 6'1"8 8' f 1'10"8 ' 4'3" + 1'10"8 'l 12 6 ; 4X6 =4X6 A4X4(D1) B C=4X4(D1) D Li Li G F E 1112X4 1112X4 Wind Criteria Wind Std ASCE 7-10 Speed 150 mph Enclosure Closed Risk Category II EXP C Mean Height 23 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 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 Snow Criteria (Pg,Pf in PSF) Pg NA Ct NA CAT NE Pf NA Ce NA Lu NA Cs NA Snow Duration NA Code / Misc Criteria Bldg Code FBC 6th ed 201 TPI Std 2014 Rep Factors Used Yes FT/RT 20(0)/10(0) Plate Type(s)- WAVE 8' 8' 8' Def1/CSI Criteria PP Deflection in loc Udefl U# VERT(LL) 0 001 F 999 360 VERT(TL) 0 003 F 999 240 HORZ(LL) -0 000 E - - HORZ(TL) 0 001 E Creep Factor 2 0 Max TC CSI. 0 463 Max BC CSI 0 117 Max Web CSI: 0 058 VIEW Ver 17 02 01A 1115 21 o.708 i wQ co NA 08/01 /2018 Maximum Reactions (Ibs), or `=PLF Loc R /U /Rw /Rh /RL /W G' 97 /26 /53 /- /2 /960 Wind reactions based on MWFRS G Min Brg Width Req = - Bearing A is a 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, by TPI and SBCA) for safety practices prior to performing these functions Installers shall provide temporary bracino per BCSI Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a properlyattachdri41dceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracingqinstalledperBCSIsectionsB3, B7 or 10 as applicable. Apply Oates to each face of truss and position as shown above and on the JoincDetails, unless noted otherwise. Defer to ALPINEdrawings160A-Z for standard plate positions Alpine, a division of ITW Buildinci Components Group Inc shall not be responsible for any deviation from this drpwing,any failure to build the µ ,,,,, truss in conformance with ANSI TPI 1, or for handlin4, shipping installation and bracing of.trussesA seal on this drawing or cover paga .. 2400 Lake Orange Drlistingthisdrawingindicatesacceptanceofpro) essionaf'engineering responsibility solely for the design shown. The suiCability 9 and use of this []yawing for any structure is the responsibility of the Building Designer per ANSIriPI 1 Sec.2. Suite 150 Far more information see thisjob's general notes page and these web sites ALPINE www al meow coin, TPI w t inst or , SBCA www sbundustry com, ICC www iccsafe org Orlando FL, 32837 Job Number N333522 Ply: 1 SEQN 1605 / T56 / VAL Cust RR8975 JRef 1Wd589750065 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RB01 Qly 1 FROM PFH DrwNo 213 18 1139 55913 Truss Label: Vi KM / WHK 08/01/2018 1110,18 4' 1'1 0"8 T 2'1"8 2 12 1 6 2 5.62 4X4-4X4(D1) T A 4X4(D1) B Cv 1 D 4' 4' 4' it Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeFl/CSI Criteria TCLL 2000 Wind Std ASCE 7-10 Pg NA Ct. NA CAT NA PP Deflection in loc L/defl U# TCDL 1700 Speed 150 mph Pf NA Ce NA VERT(LL) 0 005 999 360 BCLL 000 Enclosure Closed Lu NA Cs NA VERT(TL) 0 017 999 240 BCDL 1000 Risk Category II Snow Duration NA HORZ(LL) -0 002 - - EXP Des Ld 4700 Mea C HORZ(TL) 0 004 Mean Height. 24 39 ft NCBCLL 1000 TCDL 4 2 psf Code / Misc Criteria CreepFactor 2 0 Soffit 000 BCDL 5 0 psf Bldg Code FBC 6th ed 201 Max TC CSI 0 097 Load Duration 1 25 MWFRS Parallel Dist h to 2h TPI Std 2014 Max BC CSI 0 141 Spacing 24 0 " C&C Dist a 3 00 It Rep Factors Used Yes Max Web CSI 0 000 Loc from endwall not in 9 00 ft 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/l/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set " 136" uses design values approved 1/3012013 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 F C o. 708 1 k• SAT O coda 0 AL Maximum Reactions ( lbs), or `=PLF Loc R / U /Rw /Rh /RL /W D' 97 / 11 /50 /- /5 /480 Wind reactions based on MWFRS D Min Brg Width Req = - Bearing A is a rigid surface - Members not listed have forces less than 375# 08/01 / 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, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have br cin Installed per BCSI sections B3, B7 or B10, as applicable AppTy Oates to each face of truss and position as shown above and on the oint9Details, unless noted otherwise kefer to 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 drawing,any failure to build the truss inconformancewithANSI11, or for handh4 shipping, installation and bracing of,trussesA seal on this drawing or cover page , listing thisdrawingindicatesacceptanceofproessionaengineeringresponsibilitysolelyforthedesignshown. The sui ability and use of this drawing, forany structure is the responsibility of the Building Designer per ANSI/TPI 1111c. Sec.2. ALPINE Cc~ 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: N333522 Ply 1 SEQN 1606 / T41 / MONO Cust R R8975 JRef 1 Wd589750065 VARIOUS ,9A6/9A7 ,258SE/258MAt258TA ,RB01 Qty 1 FROM RDG DrwNo 213 18 1139 55694 Truss Label: MG1 KM / WHK 08/01/2018 4; T 66 f Loading Criteria (psf) Wind Criteria TCLL 2000 Wind Std ASCE 7-10 TCDL 1700 Speed 150 mph BCLL 000 Enclosure Closed BCDL 1000 Risk Category II C Des Ld 47 00 MEXPean Height 22 44 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 not in 144 00 GCpr 0 18 Wind Duration 1 60 Lumber Value Set 13B (Effective 611/2013) Top chord 2x4 SP #1 Bot chord 2x6 SP SS Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Dur Fac =1 25 / Plate Dur Fac =1 25) TC From 78 plf at 0 00 to 78 plf at 700 BC From 10 plf at 0 00 to 10 plf at 700 BC 765 lb Conic Load at 1 40, 3 40, 5 40 Wind Wind loads and reactions based on MWFRS Right end vertical not exposed to wind pressure 4' 10" 4' 10" Snow Criteria (Pg,Pf in PSF) Pig 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)110(0) Plate Type(s): WAVE 4X8 B 7' 2'2" 7, - Defl/CSI Criteria Maximum Reactions (Ibs) PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W VERT(LL) 0 012 D 999 360 A 1521 / 499 / - / - / - / 4 0 VERT(TL) 0 044 D 999 240 C 1389 / 460- HORZ(LL) -0 009 D - - Wind reactions based on MWFRS HORZ(TL) 0 021 D A Min Brg Width Reg = 1 8 Creep Factor 2 0 C Min Brg Width Reg = - Max TC CSI. 0 773 Bearing A is a rigid surface Max BC CSI 0 586 Max Web CSI 0 783 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp VIEW Ver 17 02 01A 1115 21 A -B 433-1319 08/01 /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 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, handlingshipping, installing and bracing Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) 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 sheathing and bottom chord shall have a properlyattachedrigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracininstalledperBCSIsectionsB3, B7 or 910, as applicable AppTy Oates to each face oftrussand position as shown above and on the Join, Details, unless noted otherwise Refer to ALPINE drawings 160A-Z for standard plate positions Alpine, a division of ITW Building_ Components Group Inc shall not be responsible for any deviation from this drawino any failure to build the u r!'WCO vury truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of-trussesA seal on this dr wing or cover pa e, , 2400 Lake Orange Dr listing thisdrawingindicatesacceptanceofproessiona, engineering responsibility solely for the design shown. The sui gability Suite Lake and use of this drawing for any structure is p e responsibility of the Building Desigrier per ANSI/TPI 1 Sec.2.150 For more information see thisjob's general notes page and these web sites ALPINE www aipineitw com, TPI www tpinst org, SBCA www sbundustry wm, ICC www iccsafe org Orlando FL, 32837 Job Number: N333522 Ply 1 SEQN 1607 / T12 / VAL Cust R R8975 JRef 1 Wd589750065 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,R801 Qty 2 FROM PFH DrwNo 213 18 1139 56130 Truss Label: MV2 KM / WHK 08/01/2018 Loading Criteria (psq TCLL 2000 TCDL 1700 BCLL 000 BCDL 1000 Des Ld 47 00 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 It 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 " 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 3'6'12 1 4' r 3 6"12 4 1 C12X4n C T V 1 DF E 1113X6 4' 1 3'6"12 3'6" 12 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct NA CAT- W Pf NA Ce NA Lu NA Cs NA Snow Duration NA Code / Misc Criteria Bldg Code FBC 6th ed 201 TPI Std: 2014 Rep Factors Used Yes FT/RT 20(0)/10(0) Plate Type(s) WAVE 5"4 4' Defl/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 y i pp o:• SAT O ; Q CID' ..._ OVAL r,. 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# 08/01 /2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS I uire extreme care in fabricating, handling,shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building I Safety Information, by TPI and 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 sheathing and bottom chord shall have a propperly i,d ceiling Locations shown for permanent lateral restraint of webs shall have bracin Installed per BCSI sections B3, B7 or B10 le AppTy plates to each face of truss and position as shown above and on the Joint9Details, unless noted otherwise Refer to ilne, a division of ITW Build inccLLComponents Group Inc shall not be responsible for any deviation from this drawing,any failure to build the ss in conformance with ANSI/TPI 1, or for handling, shlppinq, installation and bracing oftrussesA seal on this drawing or cover page ing this drawing indicates acceptance of professionarr engineering responsibility solely for the design shown. The sui abilityduseofthisdrawing, for any structure is fhe responsibility of the Building Desigrier per ANSIrrPI 1 Sec. 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 iccsafe ALPINE u, nw cOMa 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: N333522 Ply 1 SEQN 32333 / T11 / VAL Cust R R8975 JRef 1 Wd589750065 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RI301 Qly 1 FROM PFH DrwNo 213 18 1139 55912 Truss Label: MV1 KM / WHK 08/01/2018 Loading Criteria (psf) TCLL 2000 TCDL 1700 BCLL 000 BCDL 1000 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 23 06 ft TCDL 4 2 psf BCDL' 5 0 psf MWFRS Parallel Dist h/2 to h C&C Dist a 3 00 ft Loc from endwall not in 9 00 ft GCpi 0 18 Wind Duration 1 60 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design Additional Notes Valley truss connection to truss below shall be designed and furnished by others 12 6 B im 2' 2' 2' Snow Criteria (Pg,Pf in PSF) Fig NA Ct NA CAT W Pf NA Ce NA Lu NA Cs NA Snow Duration NA Code / Misc Criteria Bldg Code FBC 6th ed 201 TPI Std 2014 Rep Factors Used Yes FT/RT 20(0)110(0) Plate Type(s) WAVE DeFl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL) 0 007 B 999 360 VERT(TL) 0 027 B 999 240 HORZ(LL) 0 003 B - - HORZ(TL) 0 007 B Creep Factor 2 0 Max TC CSI. 0 057 Max BC CSI 0 132 Max Web CSI 0 000 VIEW Ver 17 02 01A 1115 21 V •`,l.jC S fi l.. i a. 708 1 r a t SAT O Q COA'W,410 AL 08/01 /2018 Maximum Reactions (lbs), or.=PLF Loc R /U /Rw /Rh /RL /W D' 97 /16 /60 /- /12 /240 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 to fabricating, handlin shipping, installing and bracing Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, 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 property attached structural sheathin and bottom chord shall have a propperly attached rigid ceilinq Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or B10 as applicable AppTy plates to each face of truss and position as shown above and on the Joinf9Details, unless noted otherwise Refer to ALPINEdrawings160A-Z for standard plate positions Alpine, adivision of ITW Budding Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build the a+maco~ truss in conformance with ANSI/TPIPI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawl or cover page .. 2400 Lake Orange Or listing this drawing indicates acceptance of pro essfona engineering responsibility solely for the design shown. The suitability Suite 150anduseofthisgnawingforanystructureisfheresponsibilityoftheBuildingDesigrferperANSI/TPI 1 Sec.2. For more information see thisjob's general notes page and these web sites ALPINE w al ineitw corn, TPI w t inst or , SBCA v sbandustry corn, ICC w iccsafe org Orlando FL, 32837 Job Number: N333522 Ply 1 SEON 32332 / T33 / VAL Cust R R8975 JRef 1 Wd589750065 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RB01 Oty 1 FROM PFH DrwNo 213 18 1139 57363 Truss Label: MV1A KM / WHK 08/01/2018 C 12 6 1112X4 B T V A 4X4(D1) b 11'4"15 DE 1113X6 j= 3'6"8 3'6"8 3'6"8 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) TCLL. 2000 Wind Std ASCE 7-10 Pg NA Ct NA CAT NE TCDL 1700 Speed 150 mph Pf NA Ce NA BCLL 000 Enclosure Closed Lu NA Cs NA BCDL 1000 Risk Category II Snow Duration NA EXP C Kzt NA Des Ld 47 00 Mean Height 15 00 ft NCBCLL 10 00 TCDL 4 2 psf Code I Misc Criteria Soffit 0.00 BCDL 5 0 psf Bldg Code. FBC 6th ed 201 Load Duration 1 25 MWFRS Parallel Dist h/2 to h TPI Std 2014 Spacing 24 0 " C&C Dist a 3 00 It Rep Factors Used. Yes Loc from endwall not in 9 00 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 #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 Defl/CSI Criteria Maximum Reactions (lbs), or'=PLF PP Deflection in loc Udefl U# Gravity Non -Gravity VERT(LL) NA Loc R+ / R- / Rh / Rw / U / RL VERT(CL) NA E' 140 /- /- /92 /37 /26 HORZ(LL) -0 002 B Wind reactions based on MWFRS HORZ(TL) 0 003 D E Brg Width = 42 5 Min Reg = - Creep Factor 2 0 Bearing A is a rigid surface Max TC CSI 0.397 Members not listed have forces less than 375# Max BC CSI 0 118 Maximum Web Forces Per Ply (lbs) Max Web CSI 0 184 Webs Tens Comp B -D 435 -318 VIEW Ver. 17 02 02C 0211 16 08/01 /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 r BCSI Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a propperly Id ceiling Locations shown forpermanent lateral restraint of webs shall have bracinginsalled per BCSI sections B3, B7 or B10 le AppTy plates to each face oftrussand position as shown above and on the Joint Details, unless noted otherwise Refer to iine, a. division of ITW BuildincL Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build the ss in conformance with ANSI/TPI 1, or for handlmq shipping, installation and bracing of,trussesA seal on this drawing or cover pa e , ing this drawing indicates acceptance of professionar engineering responsibility solely for the design shown. The sui ability d useofthisdrawingforanystructureistheresponsibilityoftheBuildingDesignerperANSIlTPI1Sec.2. more information see this Job's general notes page and these web sites ALPINE www aipineitw com, TPI www tpinst org, SBCA www sbcindustry com, ICC www icuafe ALPINE IN rIW : OM MlY 6750 Forum Drive Suite 305 Orlando FL, 32821 Job Number: N333522 Ply 1 SEON 1612 / T68 / EJAC Cust R R8975 JRef 1 Wd589750065 VARIOUS ,9A6/9A7 ,258SE/258MA1258TA ,RI30l Oty 5 FROM RDG DrwNo 213 18 1139 55259 Truss Label. EJ7S KM / WHK 08/01/2018 T 6"6 J_ 4X4(B1) Loading Criteria (psf) Wind Criteria TCLL 2000 Wind Std ASCE 7-10 TCDL 1700 Speed 150 mph BCLL 000 Enclosure Closed BCDL 1000 Risk Category II EXP C Des Ld 4700 Mean Height 22 44 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 not in 4 50 ft GCpi 0 18 Wind Duration 1 60 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #1 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 Provide (3) 0 131 "x3 0", min. toe -nails at top chord Provide (2) 0 131"x3 0", min toe -nails at bottom chord 7' 7' Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg NA Ct NA CAT NA PP Deflection in loc L/defl U# Pf NA Ce NA VERT(LL) NA Lu NA Cs NA VERT(TL) NA Snow Duration NA HORZ(LL) -0 015 B HORZ(TL) 0 030 C Code / Misc Criteria Creep Factor 2 0 Bldg Cade FBC 6th ed 201 Max TC CSI 0 777 TPI Std 2014 Max BC CSI 0 606 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 B C SO 0 v Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W A 347 / 93 / 255 / - / 176 / - C 137 /16 /107 /- /- /15 B 254 /174 /154 /- I- /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# 08/01 /2018 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS sses require extreme care in fabricating, handlin shipping, installing and bracing Refer to and follow the latest edition of BCSI (BuildingnponentSafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions Installers shall provide temporary ing per BCSI Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom Chord shall have a properlychedngidcedingLocationsshownforpermanentlateralrestraintofwebsshallhavebrawnQinstalledperBCSIsectionsB3, B7 or 910, applicable Apply plates to each face of truss and position as shown above and on the JoinpDetails, unless noted otherwise Refer to wings 160A-Z for standard plate positions adivision of ITW BuildinlComponents Group Inc shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSI PI 1, or for handling, shipping, installation and bracing oftrussesA seal on this drawing or cover page this drawing indicates acceptance of proTessionar engineering responsibility solely for the design shown. The suitability e of this drawing for any structure is a responsibility of the Building Designer per ANSI/TPI 1 Sec.2. ALNE U•I1V/, 2400 Lake Orange Or Suite 150 Orlando FL, 32837 Job Number: N333522 Ply 1 SEQN 1647 / T40 / EJAC Cust RR8975 JRef 1Wd589750065 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RB0l Qly 10 FROM ROG DrwNo. 213 18 1139 55523 Truss Label: EJ7A FV / WHK 08/01/2018 Loading Criteria (psf) TCLL 2000 TCDL 1700 BCLL 000 BCDL' 1000 Des Lid 47 00 NCBCLL 1000 Soffit 000 Load Duration 1 25 Spacing 24 0 " T 1 6"6 1, 7' 7' Wind Criteria Wind Std. ASCE 7-10 Speed 150 mph Enclosure Closed Risk Category II EXP C Mean Height 22 19 ft TCDL 4 2 psf BCDL 5 0 psf MWFRS Parallel Dist 0 to h/2 C&C Dist a 3 00 It Loc from endwall not in 4 50 ft GCpi 0 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 a Snow Criteria (Pg,Pf in PSF) Pg NA Ct NA CAT Ni Pf NA Ce NA Lu NA Cs NA Snow Duration NA Code / Misc Criteria Bldg Code FBC 6th ed 201 TPI Std 2014 Rep Factors Used Yes FT/RT 20(0)/10(0) Plate Type(s) WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL) NA VERT(TL) NA HORZ(LL) -0 014 C HORZ(TL) 0 028 D Creep Factor 2 0 Max TC CSI 0 750 Max BC CSI 0 596 Max Web CSI 0 000 VIEW Ver 17 02 01A 1115 21 C Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 432 / 138 / 344 I - / 200 / 4 0 D 136 /14 /104 I- /- /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# 08/01/2018 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS I uire extreme care in fabricating, handling,shipping, installingand bracing Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI and SBCA) for safely practices prior to performing these functions Installers shall provide temporary BCSI Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly id ceilinq Locations shown for ermanent lateral restraint of webs shall have bracing Installed per BCSI sections B3, B7 or B10, eApplyplatestoeachfaceoftrussandpositionasshownaboveandontheJoingDetails, unless noted otherwise Refer to 60A-Z for standard plate positions sin conformance with ANbI TPI 1, or for handling shipping, Installatior ing this drawing indicates acceptance of professional engineerii i useofthisdrawingforanystructureistheresponsibilityofthemoreinformation see this job's general notes page and these web sites ALPINE www a TPI his drawing, any failure to build the on this drawing or cover paqe ie designshown. The su,Pability ALPINE u+ mx: ouvun 2400 Lake Orange Or Suite 150 Orlando FL, 32837 Job Number: N333522 Ply. 1 SEON 1613 / T54 / EJAC Cust. R R8975 JRef 1 Wd589750065 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RB01 Oty 8 FROM RDG DrwNo 213 18 1139 55708 Truss Label, EJ2 SN / DF 08/01/2018 Loading Criteria (pst) TCLL 2000 TCDL 1700 BCLL 000 BCDL 1000 Des Ld 47 00 NCBCLL 1000 Soffit- 0.00 Load Duration 1 25 Spacing 24 0 " T i I Wind Criteria Wind Std ASCE 7-10 Speed 150 mph Enclosure Closed Risk Category II EXP C Mean Height 20.91 It TCDL 4 2 psf BCDL 5 0 psf MWFRS Parallel Dist 0 to h/2 C&C Dist a 3 00 It Locfrom 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 "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 12 4X4( B1) 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 Sid 2014 Rep Factors Used Yes FT/ RT 20(0)/10(0) Plate Type(s) WAVE C 1' 10"8 1 ' 10"8 0 DeflICSI Criteria PP Deflection in loc Udefl L/# VERT( LL) NA VERT( TL) NA HORZ( LL) -0 000 C HORZ( TL) 0 000 C Creep Factor 2 0 Max TC CSI 0 183 Max BC CSI 0 031 Max Web CSI 0 000 VIEW Ver 17 02 01A 1115 21 yi. i E S . 3 ' o. 708 1 a SAT O Q IFS • ... r.,..•.NG,\, COA' e,'aNAL _,,• 08/ 01 /2018 co Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 200 /71 /178 /- /68 /40 D 33 /3 /27 /- /- /15 C 47 / 36 / 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# 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) 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 sheathing and bottom chord shall have a pro erly attachedrigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginstalledperBCSIsectionsB3, B7 or 910, as applicable AppTy Oates to each face ofptruss and position as shown above and on the Joint -Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions Alpine, a division of ITW Bui ldi nl Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build the µw o~ 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 thisdrawingindicatesacceptanceofprofessionalengineeringresponsibilitty solely for the design shown. The suiTability and useofthisQawingforanystructureistheresponsibilityoftheBuildingDesiglerperANSIITPI1Sec.2. Suite 150 For more information see thisjob's general notes page and these web sites ALPINE www al ineitw com, TPI www t inst or , SBCA www sbandustry com, ICC www =safe org Orlando FL, 32837 Job Number. N333522 Ply 1 SEQN 1609 / T22 / EJAC Cust R R8975 JRef 1 Wd589750065 VARIOUS ,9A6/9A7 ,258SEJ258MA/258TA ,RB01 Qty 7 FROM RDG DrwNo 213.18 1139 56068 Truss Label: EJ7 KM / WHK 08/01/2018 11 Loading Criteria (psf) TCLL 2000 TCDL 1700 BCLL 000 BCDL 1000 Ld 47 00 NCBCLL 10 00 Wind Criteria Wmd Std ASCE 7-10 Speed 150 mph Enclosure Closed Risk Category II CEXPDes Mean Mean Height 15 00 ft TCDL 4 2 psf Snow Criteria (Pg,Pf in PSF) Fig NA Ct NA CAT W Pf NA Ce NA Lu NA Cs NA Snow Duration NA Code / Misc Criteria Soffit 000 BCDL 5 0 psf Bldg Code FBC 6th ed 201 Load Duration 1 25 MWFRS Parallel Dist h/2 to h TPI Std 2014 Spacing 24 0 " C&C Dist a 3 00 ft 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 SIP #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 C 7' 7' Defl/CSI Criteria Maximum Reactions (Ibs) PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W VERT(LL) NA VERT(TL) NA HORZ(LL) 0 017 D HORZ(TL) 0 040 D Creep Factor 2 0 Max TC CSI 0 956 Max BC CSI 0 602 Max Web CSI 0 000 VIEW Ver 17 02 01A 1115 21 y,. C' o.708 i ot SAT O : tz COA fFo,DNAL 08/01 /2018 B 436 /94 /349 /- /152 /80 D 136 /13 /106 /- /- /15 C 237 /113 /153 /- 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, handlingshipping, installing and bracing Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) 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 sheathing and bottom chord shall have a propperly attached ri Id telling Locations shown for permanent lateral restraint of webs shall have bracin9 installed per BCSI sections B3, B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the JoincDetails, unless noted otherwise Refer to ALPINEdrawings160A-Z for standard plate positions Alpine, a division of ITW Building Components Group Inc shall not be responsible for any deviation from this drawing,anZ failure to build thetrussinconformancewithANSI/l Pl 1, or for handling, shipping, installation and bracing of trussesA seal on this drawi g or cover pafge .. 2400 Lake Orange Drlistingthisdrawingindicatesacceptanceofproessionaengineeringresponsibilitysolelyforthedesignshown. The sui ability Suite Lake and use of this gnawing for any structure is fhe responsibility of the Building Designer per ANSI/TPI 1 S c.2.150 For more information see thisjob's general notes page and these web sites ALPINE www al ineaw com. TPI www tpinst or , SBCA www sbcindustry com, ICC www iccsafe org Orlando FL, 32837 Job Number: N333522 Ply 1 SEQN 1619 / T50 / JACK Cust R R8975 JRef 1 Wd589750065 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RB01 Qty 1 FROM HMT DrwNo 213 18 1139 55647 Truss Label: CJ1S KM / WHK 08/0112018 12 6 B Loading Criteria ( psf) Wind Criteria TCLL 2000 Wind Std ASCE 7-10 TCDL 1700 Speed 150 mph BCLL 000 Enclosure Closed BCDL 1000 Risk Category II EXP C Des Ld 4700 Mean Height 20 92 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 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 "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design Additional Notes Provide ( 2) 0 131"x3 0", min toe -nails at top chord Provide (2) 0 131 "x3 0", min. toe -nails at bottom chord 4X4(B1) C 11 "4 11'A 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 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) NA VERT(TL) NA HORZ(LL) - 0 000 B HORZ(TL) 0 000 B Creep Factor 2 0 Max TC CSI, 0 027 Max BC CSI 0 007 Max Web CSI 0 000 VIEW Ver 17 02 01A 1115 21 p.M o.708 i SAT 0 1<COA1'% O AI, N ,,•'' os/ 01/tots Maximum Reactions ( Ibs) Loc R / U /Rw /Rh / RL /W A 51 /6 /36 /- 121 / - C 17 /2 /13 I- /- / 15 B 32 / 24 120 I - / - / 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, handlingshipping, installing and bracing Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) r safety practices prior to performing these functions Installers shall provide temporarryY bracing per BCSI Unless notedotherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro el attached rigid 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 face of truss and position as shown above and on the Joinf9Details, unless noted otherwise Refer to ALPINE drawings 160A-Z for standard platepositionsAlpine, a division of ITW Building Components Group Inc shall not be responsible for any deviation from this drawing,any (allure to build the µry [OMVNN truss in conformance with ANSI/TPI 1, or for handlin shipping, installation and bracing of,trussesA seal on this drawing or cover page, , 2400 Lake Orange Dr listing this drawing indicates acceptance ofproessiona. engineering responsibility solely for the design shown. The suitability Suite Lake and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.150 For more information see this Job' s general notes page and these web sites ALPINE w aipineitw com, TPI w tpinst org. SBCA verity sbandustry com, ICC wroth icasafe org Orlando FL, 32837 Job Number: N333522 Ply 1 SEQN 1615 / T45 / JACK Cust RR8975 JRef 1Wd589750065 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,R801 Qly 1 FROM RDG DrwNo 213 18 1139 56098 Truss Label: CJSS KM / WHK 0810112018 B 12 6 M A 6"6 L 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 2000 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(LL) NA A 246 / 62 / 180 / - / 121 / - BCLL 000 Enclosure Closed Lu NA Cs NA VERT(TL) NA C 97 / 11 / 76 I - / - / 1 5 BCDL- 1000 Risk Category II Snow Duration NA HORZ(LL) -0 007 B B 177 / 120 / 108 I - 1- / 1 5 Des Ld 4700 Mea C HORZ(TL) 0 012 C Wind reactions based on MWFRS NCBCLL 1000 Mean Height 21 92 ft Code / Misc Criteria Creep Factor 2 0 A Min Brg Width Req = - TCDL 4 2 psf Soffit 000 BCDL 5 0 psf Bldg Code FBC 6th ed 201 Max TC CSI 0 509 C Min Brg Width Req = Load Duration 1 25 MWFRS Parallel Dist 0 to h/2 TPI Std 2014 Max BC CSI 0 308 B Min 'Big Width Req = - Spacing 24 0 " C&C Dist a 3 00 ft Rep Factors Used Yes Max Web CSI 0 000 Members not listed have forces less than 375# 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 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 Provide (2) 0 131"x3 0", min toe -nails at top chord Provide (2) 0 131"x3 0", min toe -nails at bottom chord pittulrll rNlr•h y k 4% 6,\ NL V 0• %08 1 S AT O Q Ak ,.• , CO , 10NAL r bittmsnlNtt 08/01 /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 fabricatinq, handlln shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building Cgatponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions Installers shall provide temporary racing per BCSI Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proper y8ttachedrigidceilinqLocationsshownforpermanentlateralrestraintofwebsshallhavebracingInslalledperBCSIsectionsB3, B7 or 910, as applicable Apply plates to each face oftrussand position as shown above and on the Joinf Details, unless noted otherwise Refer to ALPINE drawings 160A-Z for standard plate positions Alpine, a division of ITW Bullding Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the WM, truss in conformance with ANSI I PI 1, or for handl14 shipping, installation and bracing of trussesA seal on this drawl or cover pa e , . 2400 Lake Orange Dr listing thisdrawingindicatesacceptanceofproessionaengineeringresponsibilitysolelyforthedesinshown. The sui ability Suite 150 and useofthisdrawingforanystructureispe responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see thisjob's general notes page and these web sites ALPINE www al ineitw com, TPI www t inst or , SBCA w sbondustry com, ICC www iccsafe org Orlando FL, 32837 Job Number. N333522 Ply 1 SEON 1616 / T19 / JACK Cust R R8975 JRef 1 Wd589750065 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RB01 Oty 1 FROM RDG DrwNo 213 18 1139 56006 Truss Label. CJ3S KM / WHK 08/01/2018 Loading Criteria (psf) TCLL 2000 TCDL 1700 BCLL 000 BCDL 1000 Des Ld 47 00 NCBCLL 10 00 Soffit 000 Load Duration 1 25 Spacing 24 0 " T 6"6 Wind Criteria Wind Sid ASCE 7-10 Speed 150 mph Enclosure Closed Risk Category II EXP C Mean Height 21 42 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 6/1/2013) 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 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) 12 B 2' 11 "4 2' 11 "4 Snow Criteria (Pg,Pf in PSF) Fig NA Ct NA CAT N/ Pf NA Ce NA Lu NA Cs. NA Snow Duration NA Code / Misc Criteria Bldg Code FBC 6th ed 201 TPI Sid 2014 Rep Factors Used Yes FT/RT 20(0)/10(0) Plate Type(s) WAVE C Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL)- NA VERT(TL)- NA HORZ(LL) -0 002 B HORZ(TL) 0 003 C Creep Factor 2 0 Max TC CSI 0 283 Max BC CSI 0 111 Max Web CSI 0 000 VIEW Ver 17 02 01A 1115 21 08/01 /2O 18 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 Brig Width Req = - C Min Brig Width Req = - B Min Big 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) for safety practices prior to performing these functions Installers shall provide temporary bracing per BCSI Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattachedrigidcellinaLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginstalledperBCSIsectionsB3, B7 or 910, as applicable AppTy Oates to each face oftruss and position as shown above and on the Joinf9Details, unless noted otherwise. Refer to ALPINEdrawings160A-Z for standard plate positions Alpine, a division of ITW Buildlng Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build the µMCIMp,,Hy truss In conformance with ANSI/TPI 1, or for handling, shipping, Installation and bracing of.trussesA seal on this drawing or cover pa e , , 2400 Lake Orange Drlistingthisdrawingindicatesacceptanceofpro) essionaf engineering responsibility solely for the den shown. The sui ability Suite 150anduseofthisdrawingforanystructureisfireresponsibilityoftheBuildingDesigrierperANSIlTPI1119. .2. For more information see this lob's general notes page and these web sites ALPINE www alpineitw com, TPI www tpinst org, SBCA www sbandustry com, ICC www iccsafe org Orlando FL, 32837 Job Number: N333522 Ply 1 SEQN 1617 / T27 / JACK Cust R R8975 JRef 1 Wd589750065 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RB01 Qty 9 FROM HMT DrwNo 213 18 1139 55444 Truss Label: CJ3A KM / WHK 08/01/2018 Loading Criteria (psf) TCLL 2000 TCDL 1700 BCLL 000 BCDL 1000 Des Ld 47 00 NCBCLL 1000 Soffit 000 Load Duration 1 25 Spacing 24 0 " 12 6 D) N B N TT 6"6 A PEI D Wind Criteria Wind Std ASCE 7-10 Speed 150 mph Enclosure Closed Risk Category II EXP C Mean Height 21.17 It TCDL 4 2 psf BCDL 5 0 psf MWFRS Parallel Dist 0 to h/2 C&C Dist a. 3 00 It Loc. from endwall Any GCpi 0 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 4X4(B1) 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 211 "4 2' 11 "4 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 o.7Q8 I SAT O ; Q co '+,S ONAL 08/01/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 242 /81 1207 /- /94 /40 D 55 /3 /42 /- /- /15 C 94 /65 /52 /- /- /15 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# 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, handlin shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for 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 propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3, B7 or B10, as applicable Apply Oates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise Defer to ALPINEdrawings160A-Z for standard plate positions Alpine, adivision of ITW Building Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build the f COMPANY 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 Drlistingthisdrawingindicatesacceptanceofpro) essionaf engineering responsibility solely for the design shown. The suiTability Suite 150anduseofthisgnawingforanystructureistheresponsibilityoftheBuildingDesignerperANSIlTPI1Sec.2. For more information see this ob's general notes page and these web sites ALPINE wm al ineitw com, TPI www t inst org, SBCA w^Aav sbondustry corn, ICC www imsafe org Orlando FL, 32837 Job Number: N333522 Ply 1 SEQN 1618 / T52 / JACK Cust R R8975 JRef 1 Wd589750065 VARIOUS ,9A619A7 .258SE/258MA/258TA ,RB01 Qty 13 FROM HMT DrwNo 213 18 1139 55757 Truss Label. CAA KM / WHK 08/01/2018 Loading Criteria (psf) TCLL 2000 TCDL 1700 BCLL. 000 BCDL 1000 Des Lid 4700 NCBCLL 1000 Soffit 000 Load Duration 1 25 Spacing 24 0 " T Wind Criteria Wind Std ASCE 7-10 Speed 150 mph Enclosure Closed Risk Category II EXP C Mean Height 20 67 It TCDL 4 2 psf BCDL 5 0 psf MWFRS Parallel Dist 0 to h/2 C&C Dist a 3 00 It Loc from endwall Any GCpi 0 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 C 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 Sid 2014 Rep Factors Used Yes FT/RT 20(0)/l0(0) Plate Type(s) WAVE T T 11If4 11 4 Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL) NA VERT(TL) NA HORZ(LL) -0 000 C HORZ(TL) 0 001 C Creep Factor 2 0 Max TIC CSI 0 183 Max BC CSI 0 020 Max Web CSI 0 000 VIEW Ver 17 02.01A 1115 21 r'- • 1 lip 08/0 t /2018 co 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 /- /- /15 Wind reactions based on MWFRS B Min Big Width Req = 1 5 D Min Brg Width Req = - C Min Brig 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, handlingshipping, installing and bracing Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) r safely practices prior to performing these functions Installers shall provide temporarryvbracingperBCSIUnlessnotedotherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro Pry attached rgpid ceiling Locations shown forpermanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3, B7 or B10, as applicable Apply Oates to each face ofptruss and position as shown above and on the Joint"Details, unless noted otherwise Refer to ALPINE drawings160A-Z for 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 .(7W;oMPM1Y truss in conformance with ANSI/TPI PI1, or for handling, shipping, installation and bracing of,trussesA seal on this drawing or cover page , , 2400 Lake Orange Or listingthisdrawingindicatesacceptanceofpproessionaengineeringresponsibilitysolelyforthedesignshown. The suifhbility Suite 150 anduseofthisdrawingforanystructureisgo) responsibility of the Building Designer per ANSI1TPI 1 Sgec.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 sbundustry com, ICC www iccsafe org Orlando FL, 32837 Job Number: N333522 Ply 1 SEON 1614 / T28 / JACK Cust RR8975 JRef 1Wd589750065 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RB01 Oty 9 FROM HMT DrwNo 213 18 1139 55833 Truss Label: CJ5A KM / WHK 08/01/2018 Loading Criteria (psf) TCLL 2000 TCDL 1700 BCLL 000 BCDL 1000 Des Ld 47 00 NCBCLL 1000 Soffit 000 Load Duration 1 25 Spacing 24 0 " Y6"6 i Wind Criteria Wind Std ASCE 7-10 Speed 150 mph Enclosure Closed Risk Category II EXP C Mean Height 21 67 It TCDL 4 2 psf BCDL 5 0 psf MWFRS Parallel Dist 0 to h/2 C&C Dist a: 3.00 ft Loc from endwall not in 4 50 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 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 Provide (2) 0 131"x3 0", min toe -nails at top chord Provide (2) 0 131"x3 0", min toe -nails at bottom chord Snow Criteria (Pg,Pf in PSF) Pg NA Ct NA CAT N) Pf NA Ce NA Lu NA Cs NA Snow Duration NA Code / Misc Criteria Bldg Code FBC 6th ed 201 TPI Std 2014 Rep Factors Used Yes FT/RT 20(0)/l0(0) Plate Type(s) WAVE 4'11"4 4'11"4 Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL) NA VERT(TL) NA HORZ(LL) -0.006 C HORZ(TL) 0 010 D Creep Factor 2 0 Max TC CSI- 0 475 Max BC CSI 0 298 Max Web CSI0 000 VIEW Ver 17 02 01A 1115 21 C M M Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W B 334 / 107 / 272 / - / 145 / 4 0 D 96 /10 /73 /- /- /15 C 171 /116 /102 I- /- /15 Wind reactions based on MWFRS B Min Brg Width Req = 1 5 D Min Brg Width Req = - C Min Brg Width Req = - Beanng B is a rigid surface Members not listed have forces less than 375# 08/ 01 /2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS I uire extreme care in fabricating, handling,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 temporarryy BCSI Unless noted oyherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly IdceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracingginstalledperBCSIsectionsB3, B7 or p 10 le , WTy plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. Refer to' ine, a division of ITW But Idincc_Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build the s in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of-trussesA seal on this drawing or cover page.. ing this drawing indicates acceptance of pro) essionar engineering responsibility solely for the design shown. The sui ability JuseofthisgnawingforanystructureistheresponsibilityoftheBuildingDesigiierperANSI/TPI 1 Sec.2. more information see this Job's general notes page and these web saes ALPINE www alpineirw com, TPI www 1pinsl org, SBCA www sbandustry com, ICC www iccsafe ALPINE rV IOMrurr 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number, N333522 Ply 1 SEON 1620 / T32 / JACK Cust RR8975 JRef 1Wd589750065 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RB01 oty 6 FROM HMT DrwNo 213 18 1139 55568 Truss Label. CJ5 KM / WHK 08/01/2018 T 2X4(A1) Loading Criteria (psi) TCLL 2000 TCDL 1700 BCLL. 000 BCDL 1000 Lid47 00 NCBCLL 10 00 Wind Criteria Wind Std ASCE 7-10 Speed 150 mph Enclosure Closed Risk Category II CEXPDesMeanHeight1500ItMean TCDL 4 2 psf Snow Criteria (Pg,Pf in PSF) Pg NA Ct NA CAT NE Pf NA Ce NA Lu NA Cs NA Snow Duration NA Code I Misc Criteria Soffit 000 BCDL 5 0 psf Bldg Code FBC 6th ed 201 Load Duration 1 25 MWFRS Parallel Dist 0 to h/2 TPI Std 2014 Spacing 24 0 " C&C Dist a 3 00 It Rep Factors Used Yes Loc from endwall not in 4 50 It FT/RT 20(0)/10(0) GCpi 0 18 Plate Type(s) Wind Duration 1 60 WAVE Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SIP #2 N Lumber value set "138" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design Additional Notes Provide (2) 0 131"x3 0", min toe -nails at top chord Provide (2) 0 131"x3 0", min toe -nails at bottom chord L 4' 11 "4 4' 11 "4 c2 0) N Defl/CSI Criteria I Maximum Reactions (Ibs) PP Deflection in loc Udefl U# I Loc R / U / Rw / Rh / RL / W VERT(LL) NA VERT(TL) NA HORZ(LL) 0 005 D HORZ(TL) 0 013 D Creep Factor 2 0 Max TC CSI 0 422 Max BC CSI 0 287 Max Web CSI 0 000 VIEW Ver 17 02 01A 1115 21 08/01 /2018 B 338 /76 /277 I- /112 /80 D 94 /8 /71 I- /- /15 C 163 / 78 / 103 / - / - / 1 5 Wind reactions based on MWFRS B Min Brg Width Req = 1 5 D Min Brg Width Req = - C Min Brg Width Req = - Beanng 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, handlingshipping, installing and bracing Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) r safety practices prior to performing these functions Installers shall provide temporary bracng per BCSI Unless noted otherwise,top chord shall have property attached structural sheathing and bottom chord shall have a properly attached rI id ceilin Locations shown forpermanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3, B7 or B10, as applicable Apply plates to each face oftrussand position as shown above and on the Joinf Details, unless noted otherwise Refer to ALPINE drawings 160A-Z for standard plate positions Alpine, a division of ITW BuildincLComponents Group Inc shall not be responsible for any deviation from this drawing,any failure to build the µ ,ow truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of.trussesA seal on this drawi g or cover pafge , , 2400 Lake Orange Dr listing thisdrawingindicatesacceptanceofprolessionAengineeringresponsibilitysolelyforthedesinshown. The sui ability Suite 150 and useofthisdrawingforanystructureisaresponsibilityofthebuildingDesigerperANSIITPI1Sbc.2. For more information see this fob's general notes page and these web sites ALPINE www alpineitw com, TPI www tpinst org, SBCA www sbcindustry cam, ICC www iccsafe org Oriando FL, 32837 Job Number, N333522 Ply 1 SEQN 1622 / T58 / JACK Cust R R8975 JRef 1 Wd589750065 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,R801 Qty 6 FROM HMT DrwNo 213 18 1139 55475 Truss Label. CJ3 KM / WHK 08/01/2018 C 2X4(A1) 1, I 2'11"4 2'11'A 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 Udefl U# Loc R / U / Rw / Rh / RL W TCDL 1700 Speed 150 mph Pf NA Ce NA VERT(LL) NA B 248 161 / 212 / - / 74 8 0 BCLL 000 Enclosure Closed Lu NA Cs NA VERT(TL) NA D 52 / 4 / 41 / - / - 1 5 BCDL 1000 Risk Category II Snow Duration NA HORZ(LL) 0 001 D C 87 / 43 / 52 / - / - 1 5 Des Ld 47 00 EXP C HORZ(TL) 0 002 D Wind reactions based on MWFRS NCBCLL 10 00 Mean Height 15 00 ft Code / Misc Criteria Creep Factor 2 0 B Min Brg Width Req = 1 5 TCDL 4 2 psf Soffit- 000 BCDL 5 0 psf Bldg Code FBC 6th ed 201 Max TC CSI. 0 180 D Min Brg Width Re Load Duration 1 25 MWFRS Parallel Dist 0 to h/2 TPI Std 2014 Max BC CSI 0 091 C Min Brg Width Reg = - 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 Any FT/RT 20(0)/l0(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 " 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 08/01 /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, by TPI and SBCA) for safety practices prior to performing these functions Installers shall provide temporary brawn per BCSI Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachod n Id ceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable Apply plates to each face oftrussand position as shown above and on the Joint -Details, unless noted otherwise Defer to ALPINE 1411116111. 1, drawings 160A- Z for standard plate positions Alpine, a division of ITW Building Components Group Inc shall not be responsible for any deviation from this drawinq any failure to build the mn oMVAN truss in conformance with ANSIl1 PI 1, or for handlin shipping, installation and bracing of trussesA seal on this dr wing or cover page , , 2400 Lake Orange Dr listing thisdrawingindicatesacceptanceofproessionafengineeringresponsibilitysolelyforthedesignshown. The suitability Suite 150 and useofthisr7awingforanystructureisfheresponsibilityoftheBuildingDesigrSerperANSI(TPI 1 Sec.2. For more information see thisjob's general notes page and these web sites ALPINE www al ineitw com, TPI www tpinst or , SBCAwww skicindustry com, ICC iccsafe org Orlando FL, 32837 Job Number: N333522 Ply. 1 SEON 1624 / T31 / JACK Cust RR8975 JRef 1Wd589750065 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RB01 Qty 6 FROM ROG DrwNo 213 18 1139 55897 Truss Label, CJ1 KM / WHK 08/01/2018 Loading Criteria (pso Wind Criteria TCLL 2000 Wind Std ASCE 7-10 TCDL 1700 Speed 150 mph BCLL 000 Enclosure Closed BCDL 1000 Risk Category II C Des Ld 4700 Mean Height 15 00 ft NCBCLL 10 00 TCDL 4 2 psf Soffit 000 BCDL 5 0 psf Load Duration 1 25 MWFRS Parallel Dist 0 to h/2 Spacing 24 0" C&C Dist a 3 00 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 "l3B" 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 C 1, 11114 11"4 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Fig 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) -0 000 D HORZ(TL) 0 000 D Code / Misc Criteria Creep Factor 2 0 Bldg Code FBC 6th ed 201 Max TC CSI 0 171 TPI Sid 2014 Max BC CSI 0 022 Rep Factors Used Yes Max Web CSI. 0 000 FT/RT 20(0)/10(0) Plate Type(s) WAVE VIEW Ver 17 02.01A 1115 21 rye o. 708 1 1 CID ALw._ i i 08/01 /2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 196 /66 /189 I- /36 /80 D 7 /11 /14 /- I- /15 C -21 /35 124 /- /- /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, handlin shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for 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 propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracin Ins alled per BCI sections B3, B7 or 610, as applicable AppTy plates to each face of truss and position as shown above and on the Joint9Details, unless noted otherwise Refer to ALPINEdrawings160A-Z for standard plate positions Alpine, adivision of ITW But ldi ncL Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build the A rrWCOMPAN 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 Orlistingthisdrawingindicatesacceptanceofproessionaengineeringresponsibilitysolelyforthedesignshown. The suiTability Suite 150anduseofthisdrawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/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 iccsafe org Orlando FL, 32837 Job Number: N333522 Ply 1 SEON 1626 / T30 / HIP_ Cust R R8975 JRef 1 Wd589750065 VARIOUS ,9A6/9A7 ,258SE/258MAt258TA ,RB01 Oty 3 FROM HMT DrwNo 213 18 1139 55133 Truss Label HJ7 KM / WHK 08/01/2018 VY Loading Criteria (psf) Wind Criteria TCLL- 2000 Wind Std ASCE 7-10 TCDL. 1700 Speed 150 mph BCLL 000 Enclosure. Closed BCDL 1000 Risk Category II C Des Ld 4700 Mean ff NCBCLL 0 00 Mean Height 15 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 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 5'2"5 + 9,10"1 5'2"5 4711 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)110(0) Plate Type(s) WAVE 1191 Defl/CSI Criteria Maximum Reactions (Ibs) PP Deflection in loc Udell L/# Loc R / U / Rw / Rh / RL W VERT(LL) 0 017 C 999 360 B 425 / 125 / - / - / - 10 6 VERT(TL) 0 067 C 999 240 E 443 / 56 / - I 1 / 0 1 5 HORZ(LL) 0 006 F - - D 305 / 156 / - /- /- 1 5 HORZ(TL) 0 014 F Wind reactions based on MWFRS Creep Factor 2 0 B Min Brg Width Req = 1 5 Max TC CSI 0 901 E Min Brg Width Req = - Max BC CSI 0 623 D Min Brg Width Req = - Max Web CSI 0 420 Bearing B is a rigid surface Bearing B requires a seat plate 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 B-C 341 -817 o. 7,08 1 S AT O ; Q S, 08/01 /2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp B - F 769 - 308 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp C - F 333 - 831 WARNING" READ AND FOLLOW ALL NOTES ON THIS 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) for safety practices prior to performing these functions Installers shall provide temporarryy bracing per BCSI Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3, B7 or B10, as applicable Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise Refer to ALPINEdrawings160A-Z for standard plate positions Alpine, a,division of ITW Building Components Group Inc shall not be responsible for any deviation from this drawin any failure to build the Mmy compN truss in conformance with ANSIITPI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover page.. 2400 Lake Orange Dr listing this drawing indicates acceptance of pro) essionaJ engineering responsibility solely for the design shown. The suitability Suite 150anduseofthis [pawing for any structure is the responsibility of the Building Desigrier per ANSI/TPI 1 Sec.2. For more information see this ob's general notes page and these web sites ALPINE www al ineitw com, TPI www t inst or , SBCA www sbandustry corn, ICC www imsafe org Orlando FL, 32837 Job Number: N333522 Ply 1 SEQN 1628 / T63 / HIP_ Cusl RR8975 JRef 1Wd589750065 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RB01 Qly 1 FROM RDG DrwNo 213 18 1139 55648 Truss Label: HJ74 KM / WHK 08/01/2018 135 / Loading Criteria (psf) TCLL2000 TCDL 1700 BCLL 000 BCDL 1000 Des Ld 4700 NCBCLL 000 Soffit 000 Load Duration 1 25 Spacing 24 0" 537 9110,11 5' 37 4'6"1 0 3X6( A1) 11- , Wind Criteria Wind Std ASCE 7-10 Speed 150 mph Enclosure Closed Risk Category. II EXP C Mean Height 15 00 ft TCDL 4 2 psf BCDL 5 0 psf MWFRS Parallel Dist 0 to h/2 C& C Dist a 3 00 ft Loc from endwall 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 Hip) ack supports 6-11-8 setback jacks with no webs Wind — Wind loads and reactions based on MWFRS Additional Notes Provide ( 3) 0 131"x3 0", min toe -nails at top chord Provide ( 3) 0 131"x3 0", min toe -nails at bottom chord. X 51" 11 4'1"8 16"14 61" 11 9'3"3 9'10"1 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 I U / Rw / Rh / RL / W H 415 / 128 / - / - / - / 10 6 PfNACeNAVERT(LL) 0 038 G 999 360 Lu NA Cs NA VERT(TL) 0 142 G 999 240 E 427 / 64 / - 10 / - / 1 5 Snow Duration NA HORZ(LL) 0 009 F - - D 305 / 151 / - /- / - / 1 5 HORZ( TL) 0 020 F Creep Factor 2 0 Wind reactions based on MWFRS H Min Brg Width Req = 1 5 Code / Misc Criteria 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 = - Rep Factors Used No Max Web CSI 0 579 Bearing H is a rigid surface Bearing H requires a seat plate FT/ RT 20(0)/10(0) Plate Type(s) Members not listed have forces less than 375# VIEW Ver 17 02 01A 1115 21 WAVE, 18SS Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp B - C 375 -1283 H Ike o. 708 1 F'•••....,...••• ( 5 CID N Al. 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 08/ 01 /2018 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT*' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS I uire 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 temporarryy r BCSI Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proerly ajdceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracininstalledperBCSIsectionsB3, B7 or 910, le AppTy plates to each face of truss and position as shown above and on the Joint"Details, unless noted otherwise Refer to 60A- Z for standard plate positions iine, a division of ITW Build IrhComponents Group Inc shall not be responsible for any deviation from this drawing,any failure to build the ss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of.trussesA seal on this drawing or cover page , ling this drawing indicates acceptance of pro-fessionar engineering responsibility solely for the de n shown. The suitability duseofthisJawingforanystructureistheresponsibilityoftheBuildingDesigrierperANSI/TPI 1 Sec.2. more information see this lob's general notes page and these web sites ALPINE www alpmedw com, TPI www tpmst org, SBCA www sbandustry com, ICC www iccsaf ALPINE nW COMPNIY 2400 Lake Orange Or Suite 150 Orlando FL, 32837 Job Number, N333522 Ply 1 SEON 1627 / T21 / HIP_ Cust RR8975 JRef 1Wd589750065 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,R801 Qty 4 FROM HMT DrwNo 213 18 1139 55959 Truss Label, HJ7A KM / WHK 08/01/2018 5'2"3 9110,11 5'2"3 47 14 D 12 424 F_ 3X6 C N O r 7 V B s% A 1 F F 1'5" Loading Criteria (psf) Wind Criteria TCLL 2000 Wind Std ASCE 7-10 TCDL 1700 Speed 150 mph BCLL 000 Enclosure Closed BCDL- 1000 Risk Category II Des Ld 47 00 EXP C Mean Height 22 18 fit NCBCLL' 000 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 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 "x3 0", min toe -nails at top chord Provide (3) 0 131"x3 0", min toe -nails at bottom chord 9'5"10 9'5"10 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) -0 023 C 999 360 VERT(TL) 0 061 C 999 240 HORZ(LL) -0 010 E - - HORZ(TL) 0 012 E Creep Factor 2 0 Max TC CSI 0 809 Max BC CSI 0 621 Max Web CSI 0 392 VIEW Ver 17 02 01A 1115 21 F o. 708 1 4t SAT O ; Q ONAIL 4 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 423 1181 /- /- /- /49 E 439 /101 /- I- /- /15 D 312 /209 /- I- /- /15 Wind reactions based on MWFRS B Min Brg Width Reg = 1 5 E Min Brg Width Reg = - D Min Brg Width Reg = - Bearing B is a rigid surface Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp B - C 441 - 743 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Como B - F 688 - 398 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp C - F 437 - 755 08/01 /2018 WARNING`* READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS es require extreme care in fabricating, handlingshipping, installing and bracing Refer to and follow the latest edition of BCSI (Building ionent Safety Information, by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary 1g per BCSI Unless noted oherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly led rl4id telling Locations shown for ermanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810plicableAppTyplatestoeachfaceoftrussandpositionasshownaboveandontheJoinf-Details, unless noted otherwise Refer to ngs 160A-Z for standard plate positions abivision of ITW Build incLgComponents Group Inc shall not be responsible for any deviation from this drawing,anV failure to build the in conformance with ANSIlTPI 1, or for handling, shipping, installation and bracing of,trussesA seal on this drawing or cover page. g this drawing indicates acceptance of pro essiona en ineering responsibility solely for the design shown. The suitabilityuseofthisdrawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. ALPINE 2400 Lake Orange Dr Suite 150 Odando FL, 32831 Job Number: N333522 Ply 1 SEON 1629 / T51 / HIP_ CustNR R8975 JRef 1 Wd589750065 VARIOUS , 9A6/9A7 ,258SE/258MA/258TA ,RB01 Oty 1 FROM HMT Drwo 213 18 1139 55258 Truss Label: HJ7S KM / WHK 08/01/2018 Loading Criteria (psf) TCLL 2000 TCDL 1700 BCLL 000 BCDL 1000 Des Ld 47 00 NCBCLL 0 00 Soffit 000 Load Duration 1 25 Spacing 24 0 " T 6" 6 3X4( B1) Wind Criteria Wind Std ASCE 7-10 Speed 150 mph Enclosure. Closed Risk Category II EXP C Mean Height 22 43 ft TCDL 4 2 psf BCDL 5 0 psf MWFRS Parallel Dist 0 to h/2 C& C Dist a 3 00 ft Loc from endwall NA GCpi 0 18 Wind Duration 1 60 Lumber Value Set: 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 1/3012013 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 a 5'2" 3 9110,11 5' 2"3 47' 14 9'5"10 9'5"10 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 Sid 2014 Rep Factors Used No FT/RT 20( 0)/10(0) Plate Type(s) WAVE Deft/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL) -0 023 B 999 360 VERT(TL). 0 059 B 999 240 HORZ(LL) -0 010 D - - HORZ(TL) 0 012 D Creep Factor 2 0 Max TC CSI 0.803 Max BC CSI 0 627 Max Web CSI 0.397 VIEW Ver 17 02 01A 1115 21 Hr 1. a. 708 1 4 SAT 0 COA,ON 08/ 01 /2018 C Maximum Reactions ( Ibs) Loc R I / Rw /Rh /RL /W A 382 /160 I- /- /- /49 D 443 /105 I- /- /- /15 C 311 1211 I- /- /- /15 Wind reactions based on MWFRS A Min Brg Width Req = 1 5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing A is a rigid surface Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp. A - B 449 - 749 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp A - E 696 - 406 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp B - E 446 - 763 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS s require extreme care in fabricatinq, handlm shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building nent Safety Information, byY TPI and SBCA) for safely practices prior to performing these functions Installers shall provide temposrrvv per BCSI Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propefly d ri id ceilinq Locations shown for permanent lateral restraint of webs shall have brawn installed per BCSI sections B3, B7 or 6610, cable Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise kefer to s 160A-Z for standard plate positions achvision of ITW BuildincLComponents Group Inc shall not be responsible for any deviation from this drawin any failure to build the conformance with ANSITPI1, or for handling, shipping, installation and bracing of,trussesA seal on this drowi yg or cover page , this drawing indicates acceptance of pro esstona engineering responsibility solely for the design shown. The sui ability e of thisdrawingforanystructureistheresponsibilityoftheBuildingDesigrierperANSIfTPI1Sec.2. ALPINE NI RY/: A111/ NY 2400 Lake Orange Or Suite 150 Orlando FL, 32837 Job Number: N333522 Ply 1 SEON 1630 / T42 / HIP_ Cust R R8975 JRef 1 Wd589750065 VARIOUS ,9A&EIA7 ,258SE/258MA/258TA ,RB01 Oty 2 FROM ROG DnvNo 213 18 1139 55318 Truss Label. HJ2 CH / DF 08/01/2018 Loading Criteria (psf) TCLL 2000 TCDL: 1700 BCLL 000 BCDL 1000 Des Ld 47 00 NCBCLL 000 Soffit- 000 Load Duration 1 25 Spacing 24 0 " T 12 C4.24 F 1 ' Y Wind Criteria Wind Std ASCE 7-10 Speed 150 mph Enclosure Closed Risk Category II EXP C Mean Height 20 90 ft TCDL. 4 2 psf BCDL 5 0 psf MWFRS Parallel Dist 0 to h/2 C&C Dist a 3 00 ft Loc from endwall NA GCpi 0 18 Wind Duration: 1 60 Lumber Value Set 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 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 4X4(B1) Snow Criteria (Pg,Pf in PSF) Pg NA Ct NA CAT W Pf NA Ce. NA Lu NA Cs NA Snow Duration NA Code / Misc Criteria Bldg Code. FBC 6th ed 201 TPI Std 2014 Rep Factors Used No FT/RT 20(0)/10(0) Plate Type(s) WAVE 27' 1 271 DeflICSI 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 01A 1115 21 0.-708 1 S AT 0 • lIFS •••....,...•.N,, COAa,NAL 08/01 /2018 00 Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 102 151 /- /- /- 149 D 4 /- /7 /- /- /15 C 18 /12 /- /- 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 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, handlm shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions Installers shall provide temporary bracing per BCSI Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erlyattachedrigqidceillnqLocationsshownforpermanentlateralrestraintofwebsshallhavebracininstalledperBCSIsectionsB3, B7 or 910, as applicable AppTy plates to each face of truss and position as shown above and on the Joinf9Deta ls, unless noted otherwise Refer to drawings 160A-Z for standard plate positions Alpine, a -division of ITW Build mlComponents Group Inc shall not be responsible for any deviation from this drawing,any failure to build the truss to conformance with ANSI IT PI 1, or for handling, shipping, installation and bracing oftrussesA seal on this drawing or cover age listing this drawing, indicates acceptance of pro essrona engineering responsibility solely for the design shown. The spii ability and use of this drawing for any structure is fhe responsibility of the Building Designer per ANSI/TPI 1 Sec.2. ALPINE AH RWCDN%JtV 2400 Lake Orange Or 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 Or, 140 mph Wind Speed, 15' Mean Height, Partlally Enclosed, Exposure C, Kzt = 1.00 Or, 140 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Or, 120 mph Wind Speed, 15' Mean Hel9ht, Partlally Enclosed, Exposure D, Kzt = 1.00 S 2x4 Brace Gable Vertical Spacing Species IGrade No Braces 1) lx4 'L' Brace 1) 2x4 'L' Brace IN 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 y r MI / N2 3' 10' 6' 7' 6' 10' 7' 9' 8' 1' 9' 3' 9' 7' 12' 2' 12' 8' 14' 0' 14' 0' U S P r B3 3' 8' 5' 9' 6' 2' 7' B' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' Stud 3' 8' 5' 9' 6' V 7' 8' 7' 11' 9' 1' 9' 6- 12' 0' 12' 6' 14' 0' 14' 0' Q HF Standard 3' 8' 4' 11' 5' 3' 6' 7' 7' V B' IS' 9' 6' 10' 4' 111 1' 14' 0' 14' 0' M1 4' 0' 6' 8' 6' 11' 7' 10' 8' 2' 9' 4' 9' 8' 12' 4' 12' 9' 14' 0' 14' 0' J S P N2 3' 10' 6' 7' 6' 10' 7' 9' 8' 1' 9' 3' 9' 7' 12' 2' 12' 8' 14' 0' 14' 0' 3 3' 9' 5' 3- 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' 10, 11' 1l' e' 14' 0' 14' 0' U D F L 1 Stud 3' 9' 5' 3' 5' 7- 6' 11' 7' 5' 9' 2' 9' 7' 10, 11' 11' 8' 14' 0' 14' 0' d Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' 8' ill 9' 8' 10' 4' 13' 1' 14' 0' U IF1 / S2 4' 5' 7' 6' 7' 9' 8' 10, 9' 3' 10' 7' it, 0' 13' 11' 14' 0' 14' 0' 14' 0' S P F N3 4' 2' 7' V 7' 9' 8' 9' 9' 1' 10' S' 10' 10' 13' 9' 14' 0' 14' 0' 14' 0' U L Stud 4' 2' 7' V 7' 6' 8' 9' 9' 1' 10' 5' 10, 10, 13' 9' 14' 0' 14' 0' 14' 0' aj O I F Standard 4' 2' 6' 1' 6' S' 8' I' 8' 8' 10, 5' 10, 10, 12' 8' 13' 7' 14' 0' 14' 0' S P NI 4' 7' 7' 7' 7' 11' 9' 0' 9' 4' 10, 8' 11' 1' 14' 0' 14' 0' 14' 0' 14' 0' k2 4' 5' 7' 6' 7' 9' 8' 10, 9' 3' 10' 7' 11' 0' 13' 11' 14' 0' 14' 0' 14' 0' N 3 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' 10' 6' 10, 11' 13' 4' 14' 0' 14' 0' 14' 0' QJ D F L Stud 4' 4' 6' 5' 6' 10' 8' 6' 9' l' 10' 6' 10, IS' 13' 4' 14' 0' 14' 0' 14' 0' Standard 4' 2' 5' 8' 6' 0' 7' 6' 8' 0' 10' 2' 10, 10, 11' 10, 12' 7' 14' 0' 14' 0' NI / N2 4' 10' 8' 3' 8' 7' 9' 9' 10' 2' 1 10' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' d U S P F u F x 3 4' 7' 8' 2' B' 5' 9' 8' 10, 0' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' 7' 8' 2' 8' 5' 9' 8' 10, 0' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' O l Standard 4' 7' 7' 0' 7' 5' 9' 4' 10, 0' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' X NI 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 82 4' 10' 8' 3' 8' 7' 9' 9' 10' 2' 11' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' N3 4' 9' 7' 4' 7' 10' 9' B. 10' 1' 11' 7' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' 1 IDFL Stud 4' 9' 7' 4- 7' 10' 9' 8' 10, 1' 11' 7' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 7' 1 6' 6' 6' 11' 1 8' 8' 1 9' 3' 1 11' 6 12' 0' 13' 7' 14' 0' 14' 0' 14' 0' aymm About j - able Truss Dlogonal brace option - Tverticallengthmaybe doubled when diagonal e 18' 3K brace Is used. Connect L I dlagonal brace for 60011 at each end. Max web Brace It total length Is 14'. t) I()N 2x6 DF-L N2 or better diagonal iT{11 it 1141,, Vertical length shown bracei single B, K try/y In table above. 45' or double cut L 1asshown) at a, e•w upper end. ozConnectdiagonaatQ1 'S.-9eo midpoint of vertical web. Refer to chart 4ove lotW rtl sl nC ssVARlm131ow READ NO FOLLOW ALL NOTES ON THIS DRAWM = s DIPGRTANTss FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. V d Trusses require extreme core In fabricating, handling shipping, InstalUrq orwl bracing. Refer ojad a fdtos the latest edition of NCSI (Building Component Safety Information, y TPI and SNCA) for y • s P,,c Jces prior to performing these functions. Installers shot( provide temporary bracing per SI. unless noted otherslse, top chord shall have properly attached structural sheathing and bot4 char AT OsMllhaveaproperlyattachedriggiIddceRing. Locations shown for permanent lateral restraint ••Nea i11 Q.. ILIA ILr'J shall have bracing Installed per IICSI sections 23, 17 or 210, as applkaNr. Apply plates to each(rfdEN, of truss and position as shown above and on the Joint Details, unless noted otherwlsr. r a • [, t V s•I11J Rei•r to drawings I60A-2 for standard plate positions. Alpine, a dlMslon of ITV Nuking Components Group Inc shall not be rasp—lble for any deviation r\ y a•se •• w AN RTAIOOMPYANY this drawing• any fasure to build the truss In conformance with ANSI/TPI 1, or, for handlbg, shipping, aru ww•wrsInstallationsbracingoftrusses. 13723\ Riverport\ Dnve A seat on this drawing or cover page llsti g this dr-Ig. Indicates acceptance of professional respor Ihllty solely for the tlesfpn shown The suM bRJty aM use of this ding s1pivataq Su IM 200 for 8re Is time resparnbllty of Ume Building Designer per ANSVTPI I Sect hit if// w nl l Maryland\Heights,\MO\63043 For more Information see this Job's general notes page and these web sit — ALP, NC-wirwatipineftw.com, TPL www.tpinst.org) S11i ir—sbchdustry.org) ICI wwwAccsafe.orp Bracing Group Species and Grades, Group AI S ruce-Plne-Fir Hen -Fir MI / N2 Standard N2 Stud N3 Stud N3 Standard Dou ins Fir -Larch Southern Plness 12 N3 Stud Stud Standard Standard Group BI Hen -Fir N1 IMIBtr Dou Los Fir -Larch Southern Mine — NI Ml N2 N2 Ix4 Braces shall be SRB (Stress -Rated Board). sFor Ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these rades. 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 load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with 10d (0.128'x3.0' min) nails. ill For (1) 'L' brace, space rolls at 2' o.c. In 18' end zones and 4' o.c. between zones. If )Woe (2) 'L' bracesi space nails at 3' a.c. In IS' end zones and 6' o.c, between zones. L' bracing must be a minimum of 80% of web member length. Gable Vertical Plate Sizes Vertical Length No Splice Less than 4' 0' 2X3 Greater than 4' 0', but 3X4 less than 11' 6' Greater than 11' 6' 4X4 Refer to common truss design for peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detail, REF ASCE7-10-GABI6015 DATE 10/01/14 DRWG A16015ENC101014 MAX. TOT. LD. 60 PSF MAX. SPACING 24.0' Gable Stud Reinforcement Detail ASCE 7-101 160 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 mph Wind Speed, 30' Mean Helaht, Partially Enclosed, Exposure D, Kzt = 1.00 S 2x4 Brace Gable Vertical Spacing Species I Grade No Braces 1) Ix4 '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 1 / #2 3' 6' 6' 3' 6' 6' 7' S' 7' 6' 8' 9' 9' 2' 11' 7' 12' 0' 13' 9' 14' 0' U S P P 3 3' 6' 5' 5' 5' 9' 7' 2' 7' 7' 8' 8' 9' 1' 11' 3' ill 11' 13' 7' 14' 0' Stud 3' 6' 5' 4' 5' 6' 7' 2' 7' 7- 8' 8' 9' 1' 11' 2' ill 11' 13' 7' 14' 0' Q HF Standard J 11 S P 3' 0' 6' 4' 6' 71' 7' 6' 7' 9' 8' SI' 9' 3' 191' 9' 12' 2' 13' 11' 14' 0' 2 3' 8' 6' 1' 6' 6' 7' S' 7' 8' 8' 9' 9' 2' 11' 7' 12' 0' 13' 9' 14' 0- 3 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' 8' 9' 9' 1' 10, 1' 10, 10, 13' 8' 14' 0' U IDPL Stud 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' 8' 9' 9' 1' 10, 1' 10, 10, 13' 8' 14' 0' d Standard 3' 3' 4' 3' 4' 7' 5' 8' 6' 1' 7' 9' 8' 3' 8' 11' 9' 7' 12' 2' 13' 0' U 1 / #2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' 10, 1' 10' 6' 13' 3' 13' 9' 14' 0' 14' 0' S P P 3 4' 0' 6' 7' 7' 5' 8' 4' 8' 8' 9' 11' 10' 4' 13' 1' 13' 7' 14' 0' 14' 0' U u P Stud 4' 0' 6' 7' 7' 0' 8' 4' 6' 8' 9' 11' 10' 4' 13' 1' 13' 7' 14' 0' 14' 0' Q I Standard 4' 0' 5' 6' 6' 0' 7' 6' 8' 0' 9' 11' 10' 4' 11' 10' 12' 6' 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' 3 4' V 5' 11' 6' 4' 7' 11' B' 5' 10' 0- 10' 5' 12' 5' 13' 3' 14' 0' 14' 0' D P L Stud 4' 1' 5' 11' 6' 4' 7' 11' 8' 5' 10, 0' 10, S' 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 r 3 4' 5' 7' 7' 8' 1' 9' 2' 9' 6- 10' 11' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0- U L Stud 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' 10' 11' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' O f 1 P Standard 4' 5' 6' 6' 6' 11' 8' 6' 9' 3' 10, 11' 11' 5' 13' 7' 14' 0' 14' 0' 14' 0' X 1 4' 10' B' 0' 8' 3' 9' 5' 9' 9' 11' 2' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' d S P 2 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' 11' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' 11 3 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0- D r 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' 1' 6' 5' 1 8' 1' 6' 7' 10' 11' 1 11' 5' 12' 6' 13' 7' 14' 0' 14' 0' Bracing Group Species and Grades) Group AI S or uce-Pine-Fir Hen -Fir NI / N2 Standard N2 Stud N3 Stud N3 Standard Doucitas Flr-Larch Southern Pine. N3 N3 Stud StudStandardElStandard Group BI Hem -Fir 1 Btr N1 Dou las Fir -Larch Southern Pine -No NI NI 2 N2 Ix4 Braces shall be SRB (Stress -Rated Board). For Ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values mn 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 psP TC Dead Load), Gable end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. Z.ymmAbout) Attach 'L' braces with 10d (0.128'x3.0' min) nails. K For (1) 'L',bracel space nails at 2' o.c. able Truss In IB' end zones and 4' o.c. between zones. 2) 'L' braces- space nods 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 o minimum of 80% of web brace Is used. Connect I member length. dingonal brace for 690# L' Iateachend. Max web Brace Gable Vertical Plate Sizes total length Is 14'. X)K Vertical Len tin 1 No Splice 2x6 DF-L N2 or Less than 4' 0' 2X4 better diagonal TI iUh I l hTFU Greater than 4' 0', but 4X4 0' Vertical length shown8• brace) single i// less than 12' In table above. 45' or double cut L 1 4 as shown) at e• r Refer to common truss design for upper end. peak, splice, and heel plates. I: ea Jfl ea11 Refer to the Building Designer for conditions Connect dlnponn of midpoint of vertical web. Refer to V chartovetor 'm x a le ert not addressed by this detail. VAHI@ICioo READ AND FOLLOW ALL NOTES I3N THIS DRAWDIa = ; REF ASCE7-10—GAB16030 DIPMTAHT.. FvnaSH THIS DRAWING To ALL a*nPACTORS u(auDING THE INSTALLERS. N DATE 10/O1/14 TrussesrequireextremecareInfabricatbg, handing, shipping, Installing and racln,. R.f a; follow the latest edition of DCSI (Bustling Conponent Safety Infornatim, by TPI an tl SNCA) far y practices prior to performbg these functions. Installers shall provide temporary bradng P. St. Dnlews noted asher.lse, top cha d shall have attached slr—t-,, sheathing and bat properlyshall have a property attached I I• ceAing. Locations shown for permanent lateral restrolnt s AT O DRWG A16030ENC101014 shall have bracing Installed per St sections 33, 37 or Nla, as applicable. Apply plates to ea F A r d of truss antl poskbn as .hewn above mI m the .)obit Detaks, viess noted otherwise. i Refer to drawing. 16GA-Z for standard plate positions. T A • P- e ` 4AN FIW C7DMPANY Alpine, division of ITW Building Corponents Group Inc. shall not be responsible for any WA.tl n this draw m fallure to bJld the truss in conformance with ANSI/TPI 1, or for Mntll aD. Y tiD, sin lPWng, a, w• w•e ew , MAX, TOT, LD, 60 PSF installationinstallationabradngoftrusuw. A seal on this drawing or cover page listing this drawing. Indicates acceptance of profeeslonal A r J tt re'4 AL 13723\ Rnrerpon\Drive enpbnrt egresponsRhNfor the solely fthedesignshamsuitability suitaty anal• usof the draebg Nit Suite\ 200 for any structure Is the responsibility of the Vrdtdng Delgner per AKSVTPI I SecE itNIt11 MAX. SPACING 24. 0' Maryland\Heights,\MO\63043FornoreinformationseethisJob's general rotes page and these eb sites NT4h'A ALPINE- . .tpwelt. tam, TPI, se..tpinst.argl SICA, e.w.sleclmde ustryrgi ICC,www)ccsaf..org2018 Gable Stud Reinforcement Detail ASCE 7-10: 180 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or, 160 mph Wind Speed, 15' Mean Height, Partlally Enclosed, Exposure C, Kzt = 1.00 Or- 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Ori 140 moh Wind Sneed. 15' Mean Helnht. Partially Fnrinsed. Fwnosure D. 1(7t = 1.0n S 2 x 4 Brace Gable Vertical Spacing Species Grade No Braces 1) 1x4 '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 1 / #2 3' 6' 6' 0' 6' 3' 7' 1' 7' 4' 8' S' 8' 9' Il' 1' 11' 7' 13' 3' 13' 9' S P P H F 3 3' 4' 5' V 5' 5' 6' 9' 7' 3' 8' 4' 8' 8' 10' 7' 11' 4' 13' 1' 13' 7' Stud 3' 4' 5' 0' 5' 4' 6' 9' 7' 2' 8' 4' 8' 8' 10' 6' 11' 3' 13' 1' 13' 7' n% Q Standard 3' 4' 4' 4' 4' 7' 5' 9' 6' 2' 7' 10' 8' S' 9' 1' 9' e' 12' 4' 13' 2' 1 3' 8' 6' 1' 6' 4' 7' 2' 7' 5' 8' 6' 8' 10, 11' 3' ill 8' 13' 4' 13' 11' J U S P IDPL 2 3' 6' 5' 9' 6' 2' 7' 1' 7' 4' 8' 5' 8' 9' 11111 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' Stud 3' 5' 4' 7' 4' 10' 6' 1' 6' 6' 8' 2' B' 9' 9' 6' 10' 2' 12' 11' 13' 8' Standard 3' V 4' 0' 4' 3' 5' 4' 5' 9' 7' 3' 7' 9' 8' 5' 9' 0' 11' 5' 12' 3' U 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 F 3 3' 10' 6' 2' 7' 2' 8' 0' 8' 4' 9' 7' 9' il' 12' 7' 13' 1' 14' 0' 14' 0' U Q u PI Stud 3' 10' 6' 2' 6' 7' 8' 0' 8' 4' 9' 7' 9' 11' 12' 7' 13' 1' 14' 0' 14' 0' Standard 3' 10' 5' 4' 5' 8' 7' 1' 7' 7' 9' 7' 9' 11' 11' l' 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' 0) J'24 S P D rr L 2 4' 0' 6' 10' 7' 2' 8' 1' 8' 5' 9' 8' 10, 1' 12' 9' 13' 3' 14' 0' 14' 0' 3 3' 11' 5' 7' 5' 11' 7' 5' 7' 11' 9' 7' 10, 0' 11' 8' 12' 6' 14' 0' 14' 0' Stud 3' 11' 5' 7' 5' 11' 7' 5' 7' 11' 9' 7' 10, 0' I1' 8' 12' 6' 14' 0' 14' 0' Standard 3' 9' 4' 11' 5' 3' 6' 7' 7' 0' 8' I1' 9' 6' 10' 4' 11' 1' 14' 0' 14' 0' 1 / #2 4' 5' 7' 7' 7' 10' 8' 11' 9' 3' 9' 8' 11' 1' 14' 0' 14' 0' 14' 0' 14' 0' d S P P 3 4' 3' 7' 2' 7' 7' 8' 10, 9' 2' 10' 6' 10, 11' 13, 10, 14' 0' 14' 0' 14' 0' Lf u P Stud 4' 3' 7' 1' 7' 7' 8' 10, 9' 2' 10' 6' 10, 11' 13' 10' 14' 0' 14' 0' 14' 0' X d O l Standard 4' 3' 6' 2' 6' 6' 8' 2' 8' 9' 10' 6' 10, 11' 12, 10, 13' 9' 14' 0' 14' 0' S P 1 4' 8' 7' 8' 7' 11' 9' 0' 9' 5' 10, 9' 11' 2' 14' 0' 14' 0' 14' 0' 14' 0' 2 4' 5' 7' 7' 7' 10' 8' 11' 9' 3' 10, e' 11' 1' 14' 0' 14' 0' 14' 0' 14' 0' 3 4' 4' 6' 5' 6' 10' 8' 7' 9' 12' 10' 7' 11' 0' 13' 5' 14' 0' 14' 0' 14' 0' i D rr 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' 1 5' 8' 1 6' 1' 7' 7 8' 1' 10' 3' 10' 11' 1 11' 11' 1 12' 9' 14' 0' 1 Bracing Group Species and Grades - Group AI S ruce-Pine-Fir Hem -Fir MI / #2 Standard #2 1 Stud 3 1 Stud 1 1 #3 IStandard Dou las Fir -Larch Southern Plne 3 #3 Stud Stud Standard Standard Group Bt Hen -Fir I L Btr 1 Dou (as Fir -Larch Southern Plneww I Nl 2 #2 Ix4 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 upllFt 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. aymmAboutlI Attach 'L' braces with 10d (0.128'x3.0' min) nails. able Truss AFor (1) 'L' brace, space malls at 2' o.c. In 18' end zones and 4' o.c. between zones. Diagonal brace optlon vertical length may be T KWor (2) 'L' braces- space nails at 3' o.c. In 18' end zones and 6' o.c. between zones. doubled when diagonal brace Is used. Connect diagonal brace for 775# at each end. Max web 18' L L' Br ce K I I L' bracing must be a minimum of 80% of web member length. Gable Vertical Plate Sizes total length Is 14'. IErtical Len th Na S lice 2x6 DF-L #2 or Less than 4' 0' 2x3 Vertical length shown In Coble above. 45' better diagonal brace) single or double cut as shown) . end. r 18, I1 Plupper still I gNTTf I/J/J4 ww e• ifs Greater than 4' 0', but 4x4 less than 10' 0' Refer to common truss design for peak, splice, and heel plates. Connect dingonn at midpoint of vertical web. Refer to chart ove or rtI .l n Refer to the Building Designer for conditions not addressed by this detail. TTr77l 1 I I ILLIJr I IL--J— AN RW Q%MPMNY 13723\ Riverpod\ Drive Suite\ 200 VARNaxiww READ AND FOLLOW ALL NDTES of THIS DRAWINGI w DFMTANT.. Fl1MJISH THIS BRAVING TO ALL CONTRACTORS DIILUDING THE ISTALLLRS. V e Truss., require extreme care in f.wrk.tbhg, handling, shipping, Installing and brvdng. Refer ,dd w follow the latest edition of SCSI Misting Component Safety Information, by TPI and SICA) for ft4y e practices prior to performing them fhnctlons. Installers shall provide temporary bracing per CSL Unl..s noted otherwise, top chord shalt have properly attached structural sheathing and bott char shall hove a properly attached rigid ceiling. Locations shown for permanent lateral restraint .e shall usve bracing Installed per SCSI sections 33, 27 or 210, as applicable. Apply plates to .acFGfdEYoftrussandPosition11shownab—. and anthe Joint DetaAs, unless noted otherwi. se Refer to drawings I6M-2 for standard plate positions. Alpinea division of ITV SWlding Corpon—ts Croup Inc. shall not be responslble far any deviation this drawing any folhr•e to build the truss In conformance with ANSI/TPI 1, or for h.nolhp, sipping, Installation L bracing of trusses. A seal a this drawing or cover page Listing this drawing, in/cates acceptance of proiesslonLL engins. Hng responsWIty solely for tha design shown The s lta#Sity and use of this er•awing for any structhr•e Ia the resporhs Ity of the Nolsng Designer per ANSI/TPI I S—Z w AT O : W L e f ee `\`' e.,, w.•a \" 3',r 1 / 1 4), y 1 Y Ai t{ hMtN111NStR MAX, TOT. LD• 60 PSF REF ASCE7-10-GABI8015 DATE 10/01/14 DRWG A18015ENC101014 MAX. SPACING 24.0' Maryland\Heights,\MO\63043 for nor. inforn.tion see this Job's general notes page and them web sites' ALPINE, .. w.alpinsit—onr TPI- w...tpinst.org, SICA, we b.Imd.stry.orgr ILO e.eJ _Fe.org ZQig CLR Reinforcing Member Substitution T-Reinforcement This detail Is to be used when a Continuous Lateral Restraint (CLR) or T-Relnf, is specified on a truss design but an alternative web L-Reinforcement; or reinforcement method Is desired. L-Reinf. Notes: This detail Is only applicable for changing the specified CLR shown on single ply sealed designs to T-reinforcement or L-relnforecement or scab reinforcement. Alternative reinforcement specified In chart below may be conservative, For minimum alternative reinforcement, re -run design with appropriate reinforcement type. Web Member Specified CLR Alternative Relnforecement Size Restraint T- or L- Relnf. Scab Relnf. 2x3 or 2x4 1 row 2x4 1-2x4 2x3 or 2x4 2 rows 2x6 2-2x4 2x6 1 row 2x4 1-2x6 2x6 2 rows 2x6 2-2x4010 2x8 1 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. Apply to either side of web narrow face. Attach with lOd (0.128'x3.O',min) nails at 6' o.c. Reinforcing member Is a minimum BOX 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 BOX of web member length. Scab FOR MENIVAH • ryrf: O VARx1IG— READ 4" FaLOV ALL NOTES ON THIS BRAVING w p 708 TC LL PSF REF CLR Subst. IRHISI DFORTANT.. FTHIS WAVING To ALL CONTRACTORS DICIMING THE INSTALLER# Trusses require exti era care In febricating, handlIng, shipping, Installing and bracing. Ref - to arN Otto. the l.t..t edM— of SCSI (wilding Cnnpnnent Safety Information, by TPI and S111 f TC DL PSF DATE 10/O1/14 practic s prior to performing these functions. Installers shall provide tenparary [racing I Links— rated otherwise, top chord shall have properly attached structure, wheat., .nd I. tc4 d = BC DL PSF DRWG BRCLBSUB1014 we shall haveaproperlyattachedrodceling. Lacatlons e shown for pernnnntlnternlrestrnof weUl SAT O ' d ^ sMll truss nd p.g Installed per alas[ sections th 37 or Dirt as applksbnt. Apply plates to r f I' UUULJr, of terns: aw osrolon as Gnaw,, abo..and on the Joint net.ls, ante:s no:w other.,:e. .r •e BC LL PSF Refer to .1— I ngs 16CA-Z for standard plate positions. i a Alpine, a rWwlon of ITV Binding Components Group Inc. shall not be spon.ibl. for any devla e ANITWC>MMNY this drawing, any failure to build the truss In conformance with MISI/TPI 1, or for harming, eaej ae.•, TOT. LD, PSF Installation s bracing of trusses. •e A• raaa. (: 1 A Xt cnthisdrawingorcoverpagetidingthisdrawing. Indicates acceptance of proftsslonol 7 13723\ Rnverpod\ Drive eriptrneerYnp resporndWty sol.ly for the design sno.n TM suRtaWty amd use of this drawling sed.\200 for . rry struehre i. vie responsbuty, of the waang ne:,gner per AASI/TPI L Seca r A rONAL HL DUR. FAC, Maryland\ Heights,\ MO\ 63043 For noe Infornstion see this Job's general rotesan page d theseweb sites- I ALPnE .n...lpIntlt. eoni 11...w.tpinst.orgi SaCM w.sbcIndustry.orgi IC...lccsafe.org iW 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. 2X4 2X4 2X8 Provide connections for uplift specified on the engineered truss design. Attach each 'T' reinforcing member with End Driven Nails, IOd Common (0.148'x 3.',min) Nails at 4' o.c. plus 14) malls In the top and bottom chords. Toenalled Nolls 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 Goble Detail Drawings A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 ASCE 7-10 Gable Detail Drawings A11515ENC101014, A12015ENC101014, A14015ENCI01014, A16015ENC101014, A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014, A18030ENC101014, A2003CENC101014, A20030ENDI01014, A2003OPED101014 511515ENC100815, 512015ENC100815, 514015ENC1008 fwa;} , 518015ENC100815, S20015ENC100815, S20015END 01"DL00 I ?j S11530ENC100815, S12030ENC100815, S1403CE Q3QIAt10A1 518030ENC100815, S20030ENC100815, S200 1 •`S}0 NQ81i See appropriate Alpine gable detail for maxim \y4lnfbf`ced g +l ve i T' Reinforcement Attachment Detail T' Reinforcing 'T' Reinforcing Member Member Toe -mall - 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, specie, and grade of the 'L' reinforcing member. eb Length Increase w/ 'T' Brace Examples ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Gable Vertical = 24'o.c. SP B3 T' Reinforcing Member Size = 2x4 T' Brace Increase (From Above) = 30% = 1.30 1) 2x4 'L' Brace Length = 8' 7' Maximum 'T' Reinforced Gable Vertical Length 1.30 x 8' 7' = 11' 2' T' Relnf. Mbr. Size T' Increase 2x4 30 2x6 20 r III IIJ Il w.vARMwaw READ AND FOLLOW ALL NOTES a THIS DRAWING! - ITPONTANTws FURNISH THIS RAVING To ALL CONTRACTORS DIMUDING THE MTALLERS.' * : Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refe to om4 follow the tatest editlon of LCSI (Lusrsng Component Safety Information, by TPI and SBCA) for af.ty. practices prior to performing those functions. Installers shall provide temporary bracing pe CSI. • umtess noted otherwise, top chord shalt have property attached structurat sheathing and bot shall have a properly attached rigld ceAing. Locations shown for permanent lateral restraint • shall have bracing Installed per LCSI sections 33, 27 or 210, as applicable. Apply plats to each a of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 16CA-Z for standard plate positions. x S AT i w, • 4' e• 4 j aweaaLsea REF LET -IN V E R T DATE 10/01/14 DRWG GBLLETIN1014 AN 1TWCOMMNY 13723\ Riverpon\ Drive 1 S..W 200 Maryland\Heights,\MO\630N3 Alpine, a division of ITV Building Components Group Inc. shall mot be responsible for any deviation this drn.lrp, any Failure to build the truss n conformance with AMSI/TP[ 1, or for handing, shJpdmg, Installation L bracing of trusses. A seal an this drawing r .- page UstWg this drawling, indicates acceptance of professional 4. .ring respons"ty solely for the resign shown The suitability and us. of this drawling for any structure Is the responsb1lty of the "ding Designer per ANSI/TPI I Sect. For are Information see this Job's general not.. page and these .eb sites. ALPINEi www.alpineltw.coni TPI, www.tpinst.rgi SECA, www.sbclndustry.org) ICO .wwjcc..Fe.org au wws ,t LS/Q A << 41, f plM11iM1{:LT1N OA #Q82O /2018 MAX. TOT. LD. 60 PSF DUR. FAC. ANY MAX. SPACING 24.0e NAIL REINS 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 plates) 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 NOR replaces 2 teeth SG >= 0.42) Alpine 20-gage H 1 Nnil replaces 2 teeth Alpine 18-gage S 1 Nall replaces 2 teeth Nail Type 0.131' x 1,5' Box or Gun Nall Material SP, DF-L, HF, SPF SG >= 0.42) Connector Plates Alpine 20-gage Wave Alpine 20-gage H Alpine 18-gage S Substitution 1 Nall replaces 3 teeth 1 Nall replaces 3 teeth 1 Nail replaces 3 teeth i Nails shall be driven through connector plate having shortage of required effective teeth. Nails may be driven through connector plate on each face of joint if each plate has a shortage of required effective teeth. Nails shall be fully embedded Into wood areas free of defects. This detail is applicable only on joints where the connector plate has been offset no more than 1/2' from the design position shown on the truss design drawing. This detail is applicable for trusses with lumber oriented vertically (2x-) and trusses with lumber oriented horizontally 3x2 and 4x2), Line Typical Joint Configurations. This 4' t'4I"] Joint Configuration. a.,• a ,,•• This Detail Is Applicable nlyy n J' • for Plate Has Been a§ Offset No MoreThan1/2' Frorti4T es n Po itio r n The Truss Design Drawing, VARNM.. READ AND FTLLOV ALL NOTES ON THIS DRAVDGI ` Q '06 REF NAIL REINF RCEMENT POt =DTANT.. FUNISH TNLt DRAVING TO ALL CONTRACTORS INCLUDING THE DISTALLE i Trusses require extreme care In fabricating, handling, shlppig, Installing and b—,Jng. R.fC to rat fallow the latest edition of BCSI (Wilding Component Safety Information, by TPI and Sac' f *Ity pract — prior to performing the- functions. Installers shop provide temporary "...g p I. • S DATE 10/01/14 DRWG REPPLTNL1014 Unlessnotedotherwl-, top chord shall have Property attached structural she1M.. and b a, ch d as shall have n properly attached ryd CeRkq. Locations shown for pernnnent lateral restrain of web Cs AT O i'i 1 • FFF777 ^ d 11 ILJI shall have bracing installed per 1 SI sections 33, 37 or 210, ns applicable. Apply plates to a pie of truss and position as shown above and an the Joint Details, unless noted otherwise. v •a 7 t iL, _ r ILl tl J Refer to tawlngs 16DA-Z for standard plate poskWns. „ Alpine, dlvlslon ITV Building Corp-ents Group In bw for any devla a• s (V yc• a 1 v AN irW roMPMNY a of shall not responslble this drawing, any failure to bWld the truss In conformance with ANSI/TPI 1, or for handling, Shipp Installation L bracing of t—.-s. ee• a• i A cw ew..rwrw•• Suite\\ Hiverport\ Drive A seal on this drawli or mver page Usting this drawling, Indicates acceptance of prof.sslonal the of this drawing ha— The yANSI/TPI V`` M., yl200 fF y{sstructu a 1. ththes—p-s6illty of tior deRw•dFg spier per I Sect Mwryland\ Hmphls,\MO\630{J For Wore Information see this Job's general notes page and these web sites- ALPINE, eww.alpbnitwsoml TPI- www.tpinst.orgl SPCA. wew.sbdndustry.orgl ICG ur.lcc-fe.org F IVA, Gable Stud Reinforcement Detail for Stucco Cladding ASCE 7-10: 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure Or, 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or1 140 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Or, 120 mph Wind Speed, 15' Mean Heloht, Partially Enclosed. Exposure D. Kzt = 1.00 S 2 x 4 Brace Gable Vertical pacing Species Grade No Braces 1) lx4 'L' Brace Is 1) 2x4 'L' Brace Is 2) 2x4 'L' Brace win 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 0) 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' I S P 1 3' 6' 5' 10' 6' 0' 6' 10' 7' 1' 8' 2' 8' 6' 10' 9' 11' 2' 12' 9' 13' 3' 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' 3' 5' 3' 5' 7' 6' 9' 7' 0' 8' 0' 8' 4' 10' 7' 11' 0' 12' 7' 13' 1' CU D F L Stud 3' 3' 5' 3' 5' 7' 6' 9' 7' 0' 8' 0' 8' 4' 10' 7' 11' 0' 12' 7' 13' 1' Standard 3' 2' 4' 7' 4' 11' 6' 2' 6' 7' 8' 0' 8' 4' 9' 8' 10' 4' 12' 6' 13' 0' U 1 / #2 3' 10' 6' 7' 6' 10' 7' 9' 8' 1' 9' 3' 9' 7' 12' 2' 12' 8' 14' 0' 14' 0' P 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' Q1 d SfStud 3' 8' 6' 1' 6' 5' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' S P 0 DFL 7• dSPF2 O HF4' 4 7 7 7, 4 44' 7' 1' 7' 8' 4' 0' 4, U 0' 7' 1' 7' 5' 8' 5' 8' 9' 10' 0' 10' 5' 13' 2' 13' 9' 14' 0' 14' 0' d 4' 0' 7' 0' 7' 5' 8' 5' 8' 9' 10' 0' 10' 5' 13' 2' 13' 9' 14' 0' 14' 0' XSP4'5' 7' 4' 7' 7' 8' 8' 9' 0' 10' 3' 10' 8' 13' 6' 14' 0' 14' 0' 14' 0' 4' 3' 7' 3' 7' 6' 8' 6' 8' 10' 10' 2' 10' 7' 13' 5' 13' 11' 14' 0' 14' 0' 4' 2' 7' 2' 7' 5' 8' 6' 8' 10' 10' 1' 10' 6' 13' 4' 13' 10' 14' 0' 14' 0' DFL4' 2' 7' 2' 7' 5' 8' 6' 1 8' 10' 10' 1' 10' 6' 13' 4' 13' 10' 14' 0' 14' 0' Standard 4' 0' F 6' 6' 1 6' 11' 8' 5' 1 8' 9' 10' 0' 1 10' 5' 13' 2' 13' 9' 14' 0' 14' 0' ynmAbout) able Truss Diagonal brace option, vertical length may be T doubled when diagonal e 18' K brace Is used. Connect L I diagonal brace for 600N at each end. Max web Brace total length Is 14'. N( N( 2x6 DF-L N2 or better diagonal T Vertical length shown brace, single) KIntableabove. or double cut45• ITasshown) at 1 upper end. 0 Connect dingona at midpoint of vertical web. Refer to chart s iVARNINGlow READ AND F0111V ALL NOTES ON THIS DRAVO/GI ? DFORTANT— FURNISH THIS DRAVING TO ALL CONTRACTORS 040-1111DIG THE INSTALLERS,= Trusses require —frame care In fabrlcathp, handing, shipping, Installing and brat',&. Ref,q t follow the latest edition of NCSI (Binding Component Safety Infomatlon, by TPI and SAG) f a practices prior to performing these functions. Installers shall provide temporary bating 1 Udess noted otherwise, top chord shall have property attached structural sheathing a - shaltshall have . property attached rl&W telling. Locations shown for per—ent lateral restraint I shall have bracing Installed per R SI sections 23, 17 or Ills, as applicable. Apply plot.. to .a of truss and position as shown above and on the Joint DetaAs, wA.ss rated otherwise. ILIJIU Il r Refer to dm,kVs I6OA-2 for standard plate positions. AN RW CXWPANY Alpine, a division of ITV Ih Adng Corponents Group Inc shall not be responsible for any devlati this drawbup, any failure to build the truss In confwmme with ANSI/TPI 1, or for handling, ship Installation • bracing of trusses. A scot on vds MwIng or cover page Ustig this drawing, Indicates acceptance of professional 13723\ Rrverport\ Drive f dan uY fhitlwrof this drawling 200 Iyof\ ng rperLTPiSee?Suite\ Maryland\ Heights \ MO\ 63043 For none Innno f—..tlan see thisJob's general notes page and se theweb sltes, ALPINE, w—alptrall—ono TPI- www.tpinstora, SICA- —exleclrNustry.orgl ICi www)ccsafe.org or AT O a mat, was V a` \ A oa • na l e\ DN 1. ENG h. C, Kzt = 1.00 Bracing Group Species and Grades, Group A, S race -Pine - Fir Hem - Fir NI / N2 Standard 02 1 Stud N3 1 Stud I i N3 Standard Dou las Fir -Larch Southern Pine N3 Qandarcl StudStandard Group B, Hen - FirNI L Btr NI Dou las Fir -Larch Southern Pine N1 NI N2 N2 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 Detall 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' outlookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with l0d ( 0.128'x3.0' non) nails. 1( For (1) 'L' brace, space nails at 2' o.c. In 18' end zones and 4' o.c. between zones. K)KFor (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 80% of web member length. Gable Vertical Plate Sizes Vertical Length No Splice Less than 4' 0' 2% 3 Greater than 4!', but 3% 4 less than 11' 6' Greater than 11' 6' 4X4 Refer to common truss design for ILI peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detail. MAX. TOT, LD, 60 PSF X. SPACING 24.0' EF ASCE7-10-GABI6015 ATE 8/3/15 RWG S16015ENC100815 Gable Stud Reinforcement Detail for Stucco Cladding ASCE 7-101 160 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 Sceed. 30' Mean Helaht. PartiaRv Enclosed, Exoosure D. Kzt = 1.00 Aboutj able Truss Diagonal brace option, Tverticallengthmaybe doubled when diagonal l8' K brace Is used. Connect L diagonal brace for 69011 L' at each end. Max web Brace total length Is 14'. 3KilE 2x6 DF-L N2 or better diagonal TI Vertical length shown bracer single 8, In table above. 45' or double cut Lj1R1 I 1asshown) at I1Lqupperend. a n Connect diagonal at midpoint of vertical web. Refer to chart ov NWARNDG— READ AND FOLLOW ALL NOTES IN THIS DRAVDIGI S 101PO1TANTww FURNLSH THIS DRAVING TO ALL CONTRACTORS INCLUDD/G THE D(STALLERS. V Trusses require extreme core In fabricating, ha dLN shipping, Installing and bracing. Refer oy folios the latest edition of NCSI Oudding C-p—ent Safety Information, by TPI old SNGU for f 4practicespriortoperforKpthe- Functions. Installers shall provide temporary '7j per SLUnlessnotedothers)—, top chard pall have properly attached structural sheathing ord bt ch shall heve a properly attached rigid ..King. Locations shown For permnent taterel restraht sy of bracing Installed per DCSI sections S3, D7 or I10, as applicable. /pplY plates to eodf f IILr J of truss anrad position as shown ai and on the Joint Detoits, unless noted etherei-. trussReferto dwYgs I60A-2 for standard plot& positions. AM RW C/WPANY Alpine, a division of ITV )hiding Components Group Inc. shall not be responslble for any deviationthisdrasing, any fasure to build the truss In con ormance ItANSI/TPI 1, or for handling, shipping, nstnitatlon s bracing of trusses. A seal on this dra kg or cover page Hitting this drswYg, Indicates acceptance of professional 13723\ R,verpon\ Drivewngy=bi responstblM ltysolwlyforthedesignshamTsultadandlty anuse ofthisdrawing Su,le\ 200 for any struct re Is the responslbNtty of the •Adding Designer per ANSVTPI 1 Sec2. Maryland\ Heights,\ MO\ 63043 For mono Information see this Job's general nohs page and the— reb plea tr ALPINE • w.alpineltw. com, TPD wwr.t nst.or , S.A rwwsbcr .org, ICO ww,Accsafe.org 18 Bracing Group Species and Grades, Group At S ruce- Pine-Fir Hen -Fir Nl / N2 Standard N2 Stud N3 1 Stud 1 N3 Standard Douglas Flr-Larch Southern Plnewww N3 N3 Stud Stud Standard Standard Group B, Hen -Fir Nl L Btr NI Dou Ins Flr- Larch Southern Pine — MI Nl N2 N2 Ix4 Braces shall be SRB (Stress -Rated Board). wFor Ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values mn be used with thesegrades. Gable Truss Detall Notes: Wind Load deflection criterion Is L/360. 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 l0d (O.128'x3.0' min) molls. K For (1) 'L' brace, space malls at 2' o.c. In 18' end zones and 4' a.c. between zones. KNEFor (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 80% of web member length. Gable Vertical Plate Sizes Vertical Len th No S lice Less than 4' 0' 2X4 Greater than 4' 0', but I 4X4 less than 12' 0' Refer to common truss design For peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detail. MAX, TOT. LD, 60 PSF MAX, SPACING 24,0' REF ASCE7-10-GAB16030 DATE 8/3/15 DRW G S16030ENC100815 m NOTE: Details 2) 10d COMMON (0.148'x3.0') OR BOX/GUN (0.128'x3.0') NAILS AT TOP AND BOTTOM OF 2xt 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') NAILS. STRONGBACK BRIDGING REC MMENDATI NS 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' O.C. NOTE, IN LIEU OF SPLICING AS SHOWN, LAP STRONGBACK BRIDGING MEMBERS FOR AT LEAST ONE TRUSS SPACING STRONGBACK BRIDGING SPLICE DETAIL and 2 are the preferred attachment methods ATTACH STRONG( 3)10dBACKCOM TO OWEBW/ (3) LOd COMMON 0.148'x3') NAILS OR 010d BOX/GUN STRONGBACK BRIDGING SPACING REQUIREMENTS Jp to 10' None required 10' to 20' 1 row (at center of spW to 30 2 rows 0 at each U3 Ms) 30' to 40 3 rates U at each U4 pitititO er 40' Space rows at 1(' acpoints) STRONGBACK BRIDGING ATTACHMENT ALTERNATIVES r All scab -on blocks shall be a minimum 2x4 stress graded lumber,' All strongback bridging and bracing shall be a minimum 2x6 'stress graded lumber,' The purpose of strongback bridging is to develop load sharing between individual trusses, resulting in an overall increase in the stiffness of the floor system, 2x6 strongback bridging, positioned as shown in details, is recommended at 10' -0' o,c, (max.) The terns '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), H. die..• a WARNING!.. READ AND FOL-LOW ALL NOTES ON THaS DRAWING , T L PSF REF STRONGBACK bmPOtTANT FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE IN6TALIEIISi • Trusses require extreme core In fabricating, handing, shipping, Installing and !racing R.faR to a 4 e foltoa the latest edition of 11=1 Oulldlrn Component Safety Information, by TPI and ALAI f s et1• TC DL PSF DATE 10/O1/14 practices prior to performing these functions. Installers shall provide tempi-nry bracing p lC7I. • Lint— noted otherwise, top —rd shall have property .t--..l structrr.l aHeathirn and ba am harp BC DL PSF DRWG STRBRIBR1014 sfiallMw .properly attached Hold teeing. Locations Brown for permanent Lateral reetroIn f .b.s SAT 0 shellhavebracingInstalledperSIsectionsB3, 37 or BID, as appllcaMe. Apply plates to ea pA a d II 1UJ0 ai truss and posltlon as shown shave and on the Joint Details, unless noted otherwise. L -M' ; l F BC LL PSF Refer to drawings 16OA-2 for standard plate positions. Alpine, a division of Iry Building components Group Inc. shall not be responsible for ony wN.tiMcture •aC , .' ` TOT. LD, PSF ANnW(X>MNY this drawing, any fato build the truss In conforranc. with ANSI/TPI 1, or for handiing, shi • • Ina staUsti— L bracing oftrusi.s. e•a.m,ww••e r \\ A seal on this dra.bn or cover page Ustbn this drastnp, Inistes acceptanu of professlmal w`;,8 13723\Rrverport\Dove enyverbrp r sporms erty sot*ty for the design sho r r i +..n AA S QN `y\\ DUR, FAC. 1,00 Suite\ 200 far airy . tructw a rspons6Nty of Bri De kkf Maryland\Heights,\MO\63043 For more Information eee this Job's general notes page and these web sites IBLpItBTet SPACING ALPINE, www.alpInNtw.coniTPI, www.t storgi SBCA, ..w.sbcIndustr .or , ICI ...Jcc..ie.or 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. Unless specified otherwise on engineer's sealed design, for vertical Bot Chord 2x4 SP #2N or SPF #1/#2 or better. valley webs taller than 7-9' apply 2x4 'T' reinforcement, 80% length of Webs 2x4 SP #3, SPF #1/#2, DF-L #2 or better. web, same species and grade or better, attached with 10d box 0J28' x 3.0') nails at 6' o.c. In lieu of 'T' reinforcement, 2x4 Continuous XO Attach each valley to every supporting truss with:. Lateral Restraint applied at mid -length of web Is permitted with diagonal 2) 16d box (0.135' x 3.5') nails toe -nailed for bracing as shown In DRWG BRCLBANC1014. ASCE 7-10 160 mph. 30' Mean Height, Enclosed Building, Exp, C, Wind TIC DL=5 psf, Kzt = 1.00 Top chord of truss beneath valley set must be braced with: Or properly attached, rated sheathing applied prior to valley truss ASCE 7-10 140 mph, 30' Mean Height, Enclosed installation. Building, Exp. D, Wind TIC DL=5 psf, Kzt = 1.00 Or Purlins at 24' o.c. or as otherwise specified on engineer's sealed design Bottom chord may be square or pitched cut Or as shown. By valley trusses used in lieu of purlin spacing as specified on Valleys short enough to be cut as solid triangular Engineer's sealed design. members from a single 2x6, or larger as required, shall be permitted In lieu of fabricating from w*w Note that the purlin spacing for bracing the top chord of the truss separate 2x4 members, beneath the valley Is measured along the slope of the top chord. All plates shown are ITW BCG Wave Plates. ++ Larger spans may be built as long as the vertical height does not exceed 14'-0', 2X4 4X4 12 3X4 Valle 12 Max.I Spacing 2X4 X4 Pitched Cut Square Cut Stubbed Valley Optional Hip 8-0-0 max Bottom Chord Bottom Chord End Detail Joint Detail Valley Valle 4X4 Toe -nailed / y 12 o m n T u e 12 Max. (— t 2 ' o. . X3 ll S t 1X3 6-0-0 \` a 4 1X3 5X4 SPL ( Max Spacing) 1X3 2X4 F pG(\ 9 0111,41 lotf it, 20-0-0 (++) .+•'" J 2 ruo s Partial Framing Z Plan a.+• a1G Supporting trusses at 24' o.c. maximum spacing. +;• e Alain iall READ AND FDLLW ALL N= ON THIS DRAVM : p• TC 30 30 40PSF REF VALLEY DETAIL dWMTAHTesFURNSHTHISDRAvactoALLm1TRACTURSQICLl10aGTHEaSTALLERS .. Trusses require estrwna care In fabricating, handling, shipping, Installing and bracing Refer to w follow the latest edition of 1CSI (Building Coponent Safety Informatlon, by TPI and S1CA) for saf w = DL 20 15 7 PSF DATE 10/01/2014 practle a prior to performing these functions. Installers shall provide terporary bracing per lCI • S lAutess % t'd otherwise, top chord shall have property attached structural shwathing and bottom i SAT Q BCr- DL 10 10 10 PSF DRWG VAL160101014 washallhavepropertyattachedrigldcelhg. Locations shown for perranent lateral restraint of shall have bracing Installed per BCSI sections 13, B7 or 110, as applicable. Apply plates to each fa s • LL 0 0 PSF QQftrussandpositionasshownaboveandantheJointDetails, unless noted otherwise. • Refer to drawings 160A-Z far staMard plate positbns. ,y • J . Alpine a dvbaan of ITV luldinug Components Group Inc. shall not be sponsaNe for any deviation Fro Y ++ei ( ee IW R NaOMPNNY this drowinp, any falure to bald the truss In conformanice .Ith ANSUTPI 1, or for handling, sPdppYg, PC% ••.er e,e.e• G T. LD. 60 55 57PSF inatattation a Iii—ling of trusses. r ( A seal on this drawing or raver page Usti g this drawing. Inicates acceptance of professional. + r 13723\ Rrverpon\ Drive •n t7 rw q solely for the dedgru shown The su/bab0.lty, and use of this drawing 'e!a + j / L T-• at for wnr struct_ 1. responswty of the ww.btg Designer per ANSI/TPI I Sect 4 yf Os • ML 0% DUR. FAC.1.25/1,33 1.15 1.15 1\ Style\200 For none Information see this Job's general notes page and thase web sItes. R1BIiB11N TM Maryland\ Heights,\MO, 63043 ALPINE wurs.alpneltw.conr Ti www.tpinst.orgi SBCA, wwwsbdndustry.orgi ICD work"afe.orp SPACING 24.0' I VALLEY FRAMING & BRACING DETAIL I Lumber Size and Grade Minumum Requirements Ridge board... 2x6 (min) N2 Southern Pine or better, Rafter spans 20'-0" or less... (A) 2x6 SP 112, SPF N1/NZ, OF 02 or better IS) 2x6 SP NZ, SPF 01/N2, OF $2 or better Purlins/Lateral bracing... 2x6 SPFN2, NF 102, OF N2 or better Sleepers-. Zx(width of rafter seat cut) SPF N3 or better 2 parallel 2x6 SPF 03 Cripples and blocking... 2x6 SPF N3 or better Truss Below... See design -Southern Pine Material RIDGE BOARD 2X6) A Height of Valley COLLAR BEAM, EVERY THIRD PAIR OF RAFTERS TYPICAL COMMONS- 2x4 BBL CKING 2x4 Puri 24 SPACED 24- O.C. (Wh.re no z uri n 2 g GENERAL NOTES Purlins required 2'-0" O.C. in absence of plywood sheathing. Trusses without sheathing applied must be evaluated accordingly. Purlins should overlap sheathing one truss spacing minimum. In cases that this Is impractical, overlap sheathing a minimum of 6", and nail upwards through sheathing into purlin with a minimum of 8-6d (0.131"x2.5") common wire nails. Effects of not providing sheathing below a valley set must be evaluated by the building designer. This drawing applies to valleys with the following conditions: Spans (distance between heels) 40'-0" or less Maximum valley height: 14'-0" Maximum moan roof height: 30 feet ASCE 7-05, 140 mph, Enclosed, Cat II, Exp 8,1=1.0, Kzt=1.0 Or A Maximum of ASCE 7-10, 190 mph, Enclosed, Exp D, Kzt=1.0 TRUSS TRUSS UNDER VALLEY FRAMING VALLEY RAFTER OR RIDGE cm +CRIPPLE Cripples 4'-0" for 30 psf (TL) and 20 psf (TD) Max. Space the crippes for each row starting from the valleys or sleepers and working Inward to the ridge board so that cripple locations are staggered between rows. TO" O.C.(TYp) Connection Requirement Notes 1 1 1. 2x6 rafters to ridge 4 16d toe -nails Attachment can be made directly 2• Cripple to ridge 416d toe -nails or through plywood sheathing 3. Cripple to rafter 416d toe -nails by cutting a 2"x6" notch in sheathing (••) g 16d face -nails 4'-D" TYPICAL 4. Rafter to sleeper or blocking 5 16d toe -nails D (--) Rafter to two 2x6 sleepers 4 16d toe -nails S. Sleeper to truss 4 16d toe-nalls Two 2x6 sleepers to truss 3 16d toe -nails each sleeper & truss 6. Ridge board to roof block 416d toe -nails 7. Ridge board to truss 4 16d toe -nails S. Purlin to (Typ) - 3 16d toe -nails 9. Truss to blocking 4 16d toe -nails 10. Truss to cripple 416d toe -nails 11. Truss to cripple 416d toe -nails 12. Cripple to purlin 3 16d toe -nails NOT REQUIRED IF SLEEPERS ARE USED) 13. Collar beam to rafter 416d toe -nails CRIPPLE, BRACING, 8, BLOCKING NOTES NOTE: 16d (0.162"x3.5") COMMON NAILS 2x4 continuous lateral rostraint (CLR) min. Is required for cripples 5'-0" to 10'-0" long nailed w/ 2 -10d (0.14E"x3") nails. Or 2x4 "T' or scab reinforcement nailed to flat edge of cripple with 'IOd 0.126"x3.0") nails at 6" o.c. "T' or scab must be 90% of cripple length. Cripples over 10'-0' long requre two CLR's or both faces w/ "T' or scab. Use stress graded lumber & box or common nalls. Narrow edge of cripple can face ridge or rafter, as long as the proper number of nails are Installed Into ridge board Install blocking under rafter if sleepers are not used. Install blocking under cripples If cripples fall between lower truss top chords and lateral bracing Is not used. Apply all nailing In accordance to current NDS requlrem q Nails are common wire nails unless noted otherwise N^ GENS•' VARhaKG— READ ma FDLLOV ALL !arts ON THIS WAVWfa Z i ••,• • ••••••• — sh TANTh FU KLSH Thai DR1VDC TO ALL CONTRACTORS Dftt1IDDG M DKTALLCRt j "' : Trustee r quht extrer» care h fabicathg, hanalne, shipphg, NstatUnQ uM brvchp We mane foci the latest edition of 1CS1 (3,AAV Caponent safety DNornatl.n.' y TPI and S1W fop ty practices prior to perforthhg these functbM. Installers shall provide temporary brscnp pea Dal. UYess roted oth,.rwlu, top chord shall have properly attached sb-uctu ( sheathing and bot an cho .I STATE OFshalthaveapropertyattached = temp. Locations shn for perronent l.Serst restrsht W Q shall hewe bractp Inst.11.4 per gCSl aec darn 33, 17 or 210, as aWk.M.. Apply pl.tes to taq f / • GI of truss and p..rdon as shoos alsove and on the Joint Detasa, unless noted other Yf. J(j/a a. •• Q Lp9 NIE Refer za dr..•hps 140A-Z io— atarhdord plate peaftbns. 4 ••:CZ O R IV !`a* 4u, Alp•», a 4PAtfah of ITV IkAding C..P—ts rx'oup Dr. ah.0 rot a. span.aH. for aa rhh y' d.wtio.(' •••.r»..•••• ( CA• AN ITW CDMWWY this o ro.k g, any falu to build the urges h confornan :. with ANSI/TPI 1, w for har diw g, .+ 4pk e G Instalt.tlon a •racing of tr ms. ss ONAt •' v A sod on Ws\trawhg o Cover page Usthp this drawing, Indlo.sws acceptance of prof.tslorW rotaerip r..pOrhabuty sally for tl,e deafen .roan Th. ahfta6y a.d nee of v+. dr..rng tvs 133E9 Lakefront Drive for'_ wary ir cMr. Is the r wtpa.sLllty of fir gh/1dYhg At at per IWSI/TTI I Sac2 Earth CAy, MO 63015 For r t hf—tkh sea this Job's genervl notes ppaag. and qh.s. web altesh ALrDF, ....lp•heltwcaeu nth www.to•rt.rni slain h....abtDndustrrewt tm ..alccsafearg /tl / V/ TC LL 20 30 40 54 TC DL 10 20 7 7 BC DL 0 0 0 0 BC LL 0 0 0 0 TOT LD 30 50 47 61 DUR FAC 125/1 15 SPACING SEE ABOVE REF VALLEY FRAMING DATE 10/01/14 DRWG VACNV1801015 When Buildings Talk, We Listen. FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: `%Builder Name: re?1 14 l"I ", Street: (p jrj%% 'r G Permit Office: City, State, Zip: `' j G / Permit Number: /f / Design Location: O G i%UQ Jurisdiction: 619/' Square Feet: j Conditioned Volume: VT Envelope Leakage Test Results Single Point Test Data: HOUSE PRESSURE: FLOW: Leakage Characteristics, as Fail CFM 50 : ACH(50): R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2 ... Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of ali penetrations of the building thermal envelope. 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures: 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with section R402.4.1.2. SIGNATURE. PRINTED NAM ; Eric Goodwell DATE: zz - 1 7 Where required by the code official, testing shall be conducted by an approved third -party. A written report of the test results shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: Testing was conducted in accordance with ANSI/RESNET/ICC 380 to meet the 2017 residential energy code Florida Building Code Duct Leakage Results Builder: i Neighborhood: maw Lot #: "Ez Address: City: C State: Permit #: Square Footage: Stage of Construction for Test Rough in with.Air Handler1:1 Rough in no Air Handler [:]Post Construction Duct Leakage Test Results: Duct Leakage percent requirement: v % P System CFM25 Square e f Duct Leakage CFM/100s ft. Location Pass or Fail FFoota 2 3 4 5 Rating Company: SkyeTec° Rater Name: Eric Goodwell Rater'Signature: Fail Inspection Date: 1-11-If The -Energy, Code Experts 9570 Regency Square Blvd. Suite 410 Jacksonville, FL 32225 Phone: 904.482.4000 1 1.866.SKYETEC www.SkyeTec.com is--awarded:to XI0 .. . i BPI ID# 5059889 , =- wl o ,liar successfully complet , d a- compr6h-e , evaluation::and-:is; a. certified= Itro & :eruct:-- g as of Julie-16;2017_ DU e 2 PI I ... LZarker - s fi Carry hifExecutiveo Cer=Chief Operating Ofjieer BUIL. DI'N=G..PE:R'FORMANCE..IN'STI..TUT•E. IN,C CITY OF SANFORD y • BUILDING,&,, FIRE PREVENTION " RERMIT'APPLICATION Application No: PP Documented Construction Value: $ Job Address:'-.. RIN, . C M'""ti Historic District: Yes No Parcel ID: _ -Residential: 'Commercial Type of Work:. Newo Addition Alteration Repair •Demo Change of Use' El Move ; Description of Work: -n5 1'i_ c vlT 'Q.'f-ft({G'UJ t i1 c. - Lot, ,7L - Plan Review Contact -Person: - - - s - p. lr:,l'I• . Title: Phone: ` t 1- 5$5 _Opl: Fa_ x4'_25.3 Email: 1'l1 GC Ia11,V. Ccrrv Prti erty:Ow er Information Name , v / :1' Phone: Street: •: - - — 6 Resident of property? • -- City, State Zip: Corit4 a"fo Information Name • l'-7' v— Y= Thona: Street: , TSt O 'Fax: JJ City, State Zip: 5ary State License No.: VA6i o O ArchiteeVEngineer 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 1053 Shall be inscribed with the date of application and the code in effect as of that date: 5ib Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application r 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 o_ ff the executed contract exceed thea actual construction value, credit will be_applied to your permit fees when the permif is issued. r OWNER'Si AFFIDAVIT: I certify that all of the foregoing information is accurate tat ,work will be done in compliance with all applicable laws regulating, construction and zo '' g., y signature of Owner/Agent - Date si r I Print Owner/Agent's Name poet co Signature.ofNotary-State of Florida • Date - signature r 11 r IA of Contractor/Agent tractor/Aeent's Name orNo ry-State of Florida Date CHERYL D AKERS U MY COMMISSION N FF99t 52, EXPIRES June 05, 2020 96-0r5]'; FloriOONolarySs[v Ca.eom r , Owner/Agent is Personally Known to Me or Contractor/Agent' is _P6rs6noy Known toFMe or Produced ID Type of ID Produced ID Typeof ID BELOW IS FOR OFFICRUSRONLY Permits Required: Building ' Electrical Mechanical Plumbing[] Gas Roof Construction Type: Occupancy Use: _ Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes 0 No APPROVALS: ZONING: UTILITIES: ENGINEERING: - COMMENTS: FIRE: WASTE. WATER: i BUILDING: ' Revised: June 30. 2015 Permit Application STATEWIDE 1-888-831-2665 Taylor Morrison Homes 2600 Lake Lucien Drive, Suite 350 Maitland, FL 32751 6 State Certification CAC032448oE =AI R HEATING • 81111111111 CONDMONINB Phone: (321) 397-7250 Revised Date: 12/30/2017 Job Name: 30' Teen Regional We propose the necessary labor and material to install heating, air conditioning and ventilation for the above job. Design Criteria: Worst Case for pricing; lot specific for permitting. R-30 - Vented Under Attic R-19 - Vented Knee Wall R-4.1 - Block Walls R-13 - Frame Wood, Exterior R-13 - Frame Wood, Adjacent Windows - Low E Vinyl Double Pane, U-Value = 0.34 SHGC = 0.27 Water Heater - Natural Gas Tankless 1 gallon, efficiency 0.82 FANS/FAN TOTAL CONTRACT PLAN NAME TONNAGE SEER HSPF _ - LIGHTS PRICE Anastasia,. - 2.0 / 2.0 .- 16.0 / 16.00 8.50 / 8.50 2 / 0 `` 8,035.00 " Boca Grande 3.0 15.00 8.50 4/0 4,911.00 Captiva 3.0 15.00 8.60 3/1 5,095.00 A Marco 3.0 15.00 8.50 2/0 4,679.00 Santa Rosa 3.5 15.00 8.60 4/1 5,759.00 NOTE: PRICING IS VALID FOR 6 MONTHS. Equipment to be LENNOX 15 SEER HEAT PUMP (14HPX/CBA27UH) Pricing includes bath duct with standard bath fans, fan -light combos, dryer vent box, dryer venting through roof, and programmable thermostats (TH6320U1000DAG). Anastasia and Boca Grande plans only include dryer wall caps. For any interior kitchen hood that has a fan greater than 400cfms - add $475.00 for a Broan MD8TU. For any interior kitchen hood that has a fan greater than 1,000cfms - add $875.00 for a Broan MD8TU & MD6S. For any interior kitchen hood that has a fan greater than 1,500cfms - special provisions must be made. Add $235.00 for increased range vent size if any make up air is necessary. DEL -AIR MUST BE NOTIFIED OF ANY INTERIOR HOOD THAT IS GREATER THAN 400CFMS BEFORE ROUGH -IN. Customer Initials HVAC STATE CERT. LIC N CAC032448 531 CODISCO WAY Sanford, FL 32771 407) 333-COOL www.delair.com CITY OF SANI=ORD l BUILDING & FIRE PREVENTION p PERMIT APPLICATION Application No: Documented Construction Value: $ 4&'/VZ Job Address: AZj; ,; h,vCP b dsi Historic District: Yes No Parcel ID: Residential 0 Commercial Type of Work: leew Addition Alteration Repair Demo Change of Use Move Description of Work: NEW RESIDENTIAL PLUMBING Plan Review Contact Person: Phone: Fax: Email: Property Owner Information NamePhone: Street: City, State Zip: Title: Resident of property? : t Contractor Information Name NORTHWEST PLUMBING OF ORLANDO Street: 6310 MABLETON PARKWAY, SUITE 1000 City, State Zip: MABLETON, GA 30126 Name: Street: City, St, Zip: Bonding Company: Address: Phone: ( 770) 941-5421 x 2058 Fax: ( 770) 941-9522 State License No.: CFC1426562 Arch itect/Erigineer Information Phone: Fax: E- mail: Nlortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULTIN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE TI-IE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEI' 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 eude in effect as of that date: 511 Edition (2014) Florida Building Code Revised. June 30, 20t5 Perm it 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, to 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. 1i 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 liws regulating construction and zoning. li w . 1 S ignatum of Owner/Agent Date Print Oymer/Agent's Name I Signature ofNotary-State cfFlorida Date I' Signature f n Agent TONY MAHA FEY Print Contractor/Agent' NO)m - - - - U) Signature of Not -State of Florida 6 Owner/Agent is Personally Known to Me or Contractor/Agent is 9 Personally Known to Me or Produced ID Type of ID I t Produced ID Type of Ill 'ut,,,, tl I BELOW IS FOR OFFICE USE ONLY t Permits Required: Building Electrical Mechanical Plumbing l Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min Occupancy Load: I Gas [ F 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: 11 FIRE: WASTE WATER: BUILDING. - Revised: Juno 30, 2015 Permit AppNention CITY OF SANFORD m 11 BUILDING & FIRE PREVENTION 1. PERMIT APPLICATION r. IDD kppliention No: Daculimitt'd Construction Nalue: s lohAddress: Historic District: Yes [I 'No Parcel In: J I' Q;--idntiqI Tvpc0fW() rk-: AddidonEl' AlrcratiorE Repaii-01 Demoll CIiaii2cofL",.,-;-El -.NloveF zion of Work: -4n i 1 I T J 771 Hari Rcvit'%v Contact Pcr on: J y ' hills: Phone: Fa N: Erii-ail- Pir c p sin y 0 n e r In fo r ri-:: ti o n stlwz- Rciclent or Lip: Ccn rac or zip: S Li ce;-. P.- I.rol-ii'=-c'Li'E,-,,:iin=-c,- Inlorrin-tion V. lm City St, 7- k): TO VCW'v; TCI PECO:.1) A Nu I-iCl- ('C))!! I J-. '\'I' I I \\ K i ML T R- CC' AM) CGJ THE SH'L' 1,-J-01",E THE 1-11\<-1 IF YOU INTE' 1) TO C)-;,[,-\( VNT 1`1 VOU;.', NO-1-it '1' 0 OT' ' aJJ:,,i . i0 the of this 17:riuit, ll::rC Ili:,: I`: adii:W:I.'i r;iviitin::;,• in Ih;- j?l:1ll: rzcorui or Ia:; C,l(:li\ tl;l:! [Il:i: i::a: I`'.`..:I I:10::a! dtsiri.t:, >t. t -;I i::. or r l.^.z of la; ofOi" rCqut r:i;•.'ll!i of Fior)4::'LI:.. t_^'h'. Fj / l . F.(',•ia:.11 \JPa;\lti., r:\I:. ..: I!'.. tim CI'I`[ri::ii l!::::.,_, .a. c-op., C", 01: I!! INC Cb::>::,:'C li,. citi;[72:: COC;a"!:I;U:) \'al:t; (' LhC :. I al::. w0l t\: I1:' lra-,t 10:. [at C:,...E!: ICE: .Tat,!: i:. Zii::! l[ l Co:...::: li ty per:7ii: Ih:, QW.N1 WS Al-TID VI'h: I ccrtif\' that all of ttie.forc,oin; inf01-11latio is Ccurnte and that all N'rork hill be dune in compliance with all apl)!icable Ia\\s rc',Uk tin_r C011SH'l:Ctio[c!ca in_r. AMY R. MORRIS f '' Notary Public - State of Florida Commission+GG ;35209 My Comm. Expir $r 10. 2022 IJ• ..:. .-_ :..._''' r..,=BoadedthroyghMalotnNSotarXAssn r - BELOW' IS FOI: OFI-ICE USE ONLY 171t1- d Zone: N'..'' LGi:jlr';!Cii_•i:: l:!iCiric - = o1 Siui':.r: 1' - ri:::!: r 1'.cr.i:ii: 1"<, ',_ ':_...._ !-ii :1!ari:) 1'\r:..'.t: `. C I)!' l is l_ t:)I I I:'j EIIIIIIII FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Application Number . . . . . 18-00003722 Date, 10/29/18 Application pin number . . 593568 Property Address . . . . . . 161 BIG SPRING TER Parcel Number . . 21.19.30.5TT-0000-0510 Application type description NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Application valuation . . . . 358883 7------ ------------------------------------------------------- Application desc need recorded noc Owner Contractor TAYLOR MORRISON TAYLOR MORRISON 2600 LAKE LUCINE DR STE 350 MAITLAND FL 32751 407) 489-1475 Structure Information 000 000 ---------------------- Construction Type . . . . . VB Occupancy'Type . . . . . . RESIDENTIAL USE GROUP Flood Zone, NONE Other struct info . . . . . ELEC - # AMPS 150.00 PLUMBING FIXTURES 22.00 NUMBER OF STORIES 2.00 SQUARE FOOTAGE 3247.00 Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Phone Access Code 1084755 Permit pin number 1084755 Sub Contractor STRADA ELECTRIC & SECURITY Permit Fee . . . . 80.00 Issue Date . . . . 10/29/18 Valuation . . 6200 Expiration Date 4/27/19 Qty Unit Charge Per Extension 200.00 .4000 AMP ELECTRICAL - NEW CONSTRUCTION 80.00 Special Notes and Comments All projects within the City shall use WastePro for debris removal. Please contact WastePro at 407.774.0800. Normal hours for inspections are from 7:30 through 4:30 Monday through Thursday. Please be aware you must contact the Building Official to schedule a Friday or after hours inspection. This is required since not every inspector is licensed to do every type inspection. Communication is the r key, so please contact the Building Official if you have any questions at 407.688.5058 or at dave.aldrich@sanfordfl.gov Water impact fee $1343.00 Sewer impact fee $3025.00 Other Fees . . . . . . . . . 01-APPLCTN FEE -ELECTRIC 25.00 O1-APPLCTN FEE -BUILDING 25.00 O1-APPLCTN FEE -PLUMBING 25.00 O1-BLDG PLAN REVIEW 1302.00 i 02-CURB CUT/DRIVE - S/F 40.00 d i FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THEW PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED. FIRE INSPECTIONS CITY OF SANFORD 407:562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Page 3 Application Number . . . . . 18-00003722 Date 10/29/18 Property Address . . . . . . 161 BIG SPRING TER Parcel Number . . 21.19.30.5TT-0000-0510 Application description . . . NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Phone Access Code 1084755 Permit pin number 1084755 7----------------------------------------------------------- Required Inspections Phone Insp Seq Insp# Code Description Initials Date 10 221 SSB FOOTER/SLAB STEEL BOND 20 212 ELO1 ELEC ROUGH 20-1000 216 TUGP TEMPORARY UNDERGROUND POWER 1000 213 EL02 ELECTRIC FINAL i 4 0 DESCRIPTION AS F ;TRNISHED: Lot 51, THORNBROOKE PHASE I, as recorded in Plat Book 79, Pages 3 thru 7, Public --Records of Seminole County, Florida. BOUNDARY FOR/CERTIFIED TO: Taylor Morrison of Florida, Inc. 1 I LOT 50 WHI TE CEDAR R OAD 80' R/W) R 30.20ti ry AXI— LA OSCAPE, WALL,FENCEESMT. S 00'09'03" E 19. 80' 26.50' D= 90'09' 45" R= 25.00' L= 39.34' C= 35.41' 17. 79' CB=N 44*5550 E 29. 47 LOT 51 ti of \ 20.00' - 5. 20" 14. 3' } 8" RECESS FOR I POCKET SLIDER I N I I FORMBOARD FOUNDATION I lT) O TOP OF FORMS = 26,50' LU LID" T alp N t COl 00yti 5. 0' 19. i 6' - y I b I C4 Y I 3 ( 21. 3' 5. 20' I 25. 20' 25.20' I10' UTIL ESMT. S 00009' 03" E 30. 00' N I Co O O rn 00 CIO D= 89'50' 15" R= 25.00' L= 39.20' C= 35.31 ' CB= S 45.04' 10" E LVI = 0,J44 JV.r 1. LIVING = 1,457 SQ.FT. GARAGE = 455 SO. FT ENTRY 71 SQ.FT. LANAI 139 SQ.FT BREEZEWAY = N/A SO FT. DRIVEWAY = 403 50 FT 1\ G O w hy1 k ryy1 A/ C PAD = 18 S0. FT. WALKWAY = 70 SO F IMPERVIOUS= 47 3 % SO FT SOD = 3.727 SO. FT Q BIG SPRING TERRACE OFF LOT AREA CALCULATIONS. RIW = 1,957 SQ.FT. PROPOSED = FINISHED SPOT GRADE ELEVATION (50" R/W) TRACT G APRON = 170 SQ.FT. PER DRAINAGE PLANS SIDEWALK = 851 SO FT. V\ = PROPOSED DRAINAGE FLOW BUILDING SETBACKS: SOD = 996 SO. FT. FRONT 25' A AREAS LOT GRADING TYPE A LOTREAR 15' PROPOSED INFORMATION SHOWN SUPPLIED AREA = 8,301 SOFT. PROPOSED F.F. PER PLANS 26.5' ++ SIDE 5.0' BASED 0 PLAN DRIVEWAY = 513 SO FT GRADE PER CONSTRUCTION PLAN ++ SIDE CORNER = 10' ONS PER ANDIO-PROPOSEDCLIN NOTSFI LCD VERIFIED WALK - 4, 792117 SQ.FT SODCRUSETNM.' YETR-SCOTT ASSOC., INC• - LAND SURVE'YORs LEGEND - LEGEND - 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 P . PLAT PdL • POINT W LING F FIELD TYP. • TYPICAL NOTES: ID, IRON PINE P.0 • DINT OF REVERSE CURVATURC IR IRQ! ROD PLL POINT OF COMPOUND CURVATURE 1. THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEEIS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY CA • COWAr TE HOWNENT RAL • RADIAL THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS W CHAPTER 5J-17 OF THE FLORIDA ADMINISTRATNE CODE. SET LR. • 1/2' IA. •/BLB 4596 N.R. - NON -RADIAL 2 UNLESS EMBOSSM WITH SURVEYOR'S SEAL, THIS SURVEY IS NOT VALID AND IS PRESENTED FOR INFORMATIONAL PURPOSES ONLY. REC. • RECOVEREDV.P. WITNESS POINT CALL • CALCULATED 3, THIS SURVEY WAS PREPARED FROM TITLE INFORAMTION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS P. O.N. • POINT OF BEGINNING P. O.C. •POINT OF COMMENCEMENT Fr PERMANENT REFERENCE MONUMENT 4 CENTERLINE FF. • FINISHED FLOW ELEVATION OR EASEMEMS THAT AFFECT THIS PROPERTY. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN, NLD NAIL L DISK BSL WILDING SETBACK LINE 5. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTTTY. R/ V RIGHT -OF -VAT Bx IENCHNARK ESMT. EASEMENT I.S. 'BASE BEARING 6. DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES. DRAIN. DRAINAGE DRAIN. BEARINGS, ARE BAA BASED SSUMEDDATUM AND ON THE SHOWN AS BASE BEARING (BB OTHU.. ) U71L. •UTILITY 8. FlEYATIONS. IF SHOWN, ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929. UNLESS OTHERWISE NOTED. CLFC. - CHAIN LINK FENCE WDFC. WOOD FENCE 9. CERTIFICATE OF AUTHORIZATION No. 4596. C/B CONCRETE BLOCK SCALE . 1' - 20 ------- DRAWN BY: P.C. POINT OF CURVATURE P.T. POINT OF TANGENCY 0 CERTIFIED BY. M E ORDER No. DESC. DESCRIPTION, R • RA IUS NGTH PLOT PLAN 08-20-15 548J-18 C;CTL FORMBOARO FOUNDATION/ ELEVS. 10-25-2010 7065-18 C CHORD CIL CHORD BEARING NORTH THIS BUILDING/PROPERTY DOES NOT LIE WITHIN THE ESTABLISHED 100 YEAR, FLOOD PLANE AS PER 'FIRM' TOM X. GRUSENMEYER, R.L.S. j' 4714 7nNF X. MAP I 12117C 0055 F JAMES W. SCOTT, R.L.S J 4801 UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Construction Materials Testing • Threshold Inspection Building Inspection • Plan,Review • Building Code Adminiseration 3532 Maggie Blvd, Orlando, 32811 • P: 407.423.0504 • F:,407.423.3106 UES Project No: 0110.1401008.0000 ' Workorder No- 9413740-2 Report -Date:. 10/29/2018 In -Place Density Test Report Client: Taylor Morrison of Florida, Incorporated - Client: UES Technician: Cesar Contreras2600LakeLucienDriveSuite350r 'f Maitland, FL 32751 1Date Tested: 10/29/2018 Project: Thornbrooke 40s & 50s, SF House, ots ra Various Lots, Sanford, Seminole County, FL 32771 1 Area Tested: Lot'50 ( 161 Big Spring Terrace) Type of Test; Material: Native Field: ASTM D-2937 Drive Cylinder Method Reference Datum: 0 = Bottom of Footing Laboratory: ASTM D1557'Modified Proctor The tests below meet the minimum 95% relative soil compaction requirement of Laboratory Proctor maximum dry density. I Test No. Location of Test Range Maximum Density pa) optimum Moisture toyot Field Dry Density pcf) Field Moisture toot Soil Compaction Native De thp inch) Pass or Fail 6 East Footing I 0-1 ft 105.4 11.8 102.9 7.9 98 N/A Pas: 7 South Footing 1-2 ft 105.4 11.8 103.1 8.8 98 N/A Pas: 8 North Footing 1-2 ft 105.4 11.8 100.9 9.9 96 N/A Pas: 9 Northwest Corner (TOF) 1-2 ft 105.4 11.8 102.1 10.7 97 N/A Pas: 10 Southeast Corner (TOF) 2-2 ft 105.4 11.8 101.4 11.9 96 N/A Pas: Remarks: " TOF= Top Of Fill r I i I f , Tn nn{n l.linf. o m.•{. •.mil nm{on{inn fn / /ni••nm.sl•n rlinr.fn f{.n 0"Wi...a 4...•mnl•— -ll mn..r{r om a•..Fmiffnd nn ....nFdn nfi nl ..m..nrf.. nF n•.r nlinnfa. and n.,fhnri nfine