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475 Rocky Grove Ln 18-3138; NEW SFHCOUNTY OF SEMINOLE .1I IMPACT FEE STATEMENT o STATEMENT NUMBER: 18100006 DATE: August 02, 2018 BUILDING APPLICATION #: 18-10000661 BUILDING PERMIT NUMBER: 18-10000661 T3 S a j UNIT ADDRESS: ROCKY GROVE LANE 475 21-19-30-510-0000-0800 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: 475 ROCKY GROVE LANE / THORNBROOKE PHASE 4 / SFR FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUETYPEDISTSCHEDRATEUNITSTYPE ROADS-ARTERIALS CO -WIDE ORD Single Family Housing 705.00 1.000 dwl unit 705.00ROADS -COLLECTORS N/A Singgle Family Housing .00 1.000 dwl unit FIRE RESCUE N/A 00 LIBRARY CO -WIDE ORD 00 Single Family Housingg 54.00 1.000 dwl unit SCHQOLS 54.00 CO -WIDE ORD Single Family Housing 5,000.00 1.000 dwl unit 5,000.00PARKSN/A LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 5,759-00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL JISSUANCEOFABUILDINGPERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE DATE ABOVE BUT NO LATER THAN CERTIFICATE OF OCCUPARY 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 THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE 111111111111111111111I 111111111111111111 Parcel ID Number: 21 -11- 3 0" S 1 d— coo 0— 0 b a 0 Prepared By Daphne Clark and Taylor Morrison Homes Return To : 2600 Lake Lucien Drive, Suite 350 Maitland, FL 32751 NOTICE OF COMMENCEMENT. State of Florida. County of Seminole. GRAIJT MRI_DY, SENIN01E COUNTY C:I_ F ldl OF C: I RC61 T COURT & COMPTROLLERBill9176Ps182 (03s) CLERK'S T 2018083153 RECORDED 1.17r 18/2i118 132.36:4 P19RECORDINGFEES 10 llci RECORDED BY hdevure The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of property : LOT Legal Description: Thornbrooke Phase A according to the plat thereof, as recorded in Plat Book$LPage70-71of the public records of Seminole County, Florida. Addresses : q 71 R O o 1'jy &( 9/4 UV Sanford FL General description of improvements : Single Family Home Owner information : Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751 Fee Simple Title Holder: N.A. 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 : 7 Signature of Owner's Agent: ti Asa Wright aylor Morrison of Floric. Sworn to and subscribed before me this by John Asa Wright who i onally known to me. nn cc Notary Public DA Clark D. ff My commission expires: 6/27/19 P,?:::` a NNC*? ' 27 1 Serial No. FF 209108 ignature: ; ote N0taN CERTIFIED CC.)PY GRANT MAW'( ` e CLERl' fF,' C':Rr. 11COURT AND SEN, RIDA DrPUTY CLERK I S.", CITY OF SANFORD BUILDING &FIRE PREVENTION PERMIT APPLICATIONXD ' a Application No: Documented Construction Value: $ 362gGI V Job Address: 47S Rd(AV (tf (3,4 L% Historic District: Yes No Parcel ID: 21 -19-30S 16 -0000-n 90 0 Residential R Commercial Type of Work: New X Addition Alteration Repair Demo Change of Use Move Description of Work: NEW SINGLE FAMILY HOME THORNEBROOK PHASE L4 LOT NUMBER: 90 Plan Review Contact Person: Daphne Clark Title: Phone: 407- 257-6940 Fax: R-0II-(il'- II '-N, IMM PropertyOwner Information Name TAYLOR MORRISON OF FLORIDA INC Phone: 407-629-0077 Street: 151 SOUTHHALL LANE # 200 Resident of property? : City, State Zip: MAITLAND FL 32751 Contractor Information Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Street: 151 SOUTHHALL LANE # 200 City, State Zip: Name: Street: City, St, Zip: _ MAITLAND FL 32751 Bonding Company: N/A Address: Phone: 407- 257-6940 Fax: NO State License No.: CBC1257462 Architect/Engineer Information Phone: Fax: E- mail: Mortgage Lender: N/A Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 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 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. w 7 I'3 Sigere of Owner/Agent Date TAYLOR MORRISON OF /LORIDA INC Print Owner/Agent's Name Signature of Notary- tate of Florida Date p. A.MO— Vg108 4t, Cpµ1A1SS10N 2019 Owner/Agent is YM PNMT[ ly Known to Me or Produced ID N/A Type of ID 3 S nature ofContractor/Agent to JOHN ASA WRIG T Print Contractor gent's Name 4atSignatureofNotary -State of Florida 0 !!4,, 2091 D lS Ip tX2019 Au0 Bud9dNolnN 6grkMVgdepolltu TEOFF Contractor/Agent is YES Personally Known to Me or Produced 1D NIA Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building© Electrical El Mechanical [E[ Plumbing® Gas[] Roof Construction Type: Total Sq Ft of Bldg: Ve, 3aL4-1 Occupancy Use: Z.3 Flood Zone: X-SEE YT4cktm Min. Occupancy Load: 1-1 # of Stories: 2- New Construction: Electric - # of Amps Z.5,o Fire Sprinkler Permit: Yes No [T # of Heads APPROVALS: ZONING: UTILITIES: 01 COMMENTS: ENGINEERING: wtTC. 9-614 FIRE: Ok to construct single family home with setbacks and impervious area shown on plan. G.- K , /47,114j"A s1/-6 % isle Plumbing - # of Fixtures 2k Fire Alarm Permit: Yes No WASTE WATER: BUILDING: SF S-c*18 Revised. June 30, 2015 Permit Application CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Applicationlication No: Documented Construction Value: $ d 6 d Job Address: g d U y (- a\k L-1 Historic District: Yes No Parcel ID: 9J -19-30,5 16 -0000-n 40 0 Residential R Commercial Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move Description of Work: NEW SINGLE FAMILY HOME THORNEBROOK PHASE L4 LOT NUMBER: 90 Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: 6.1- I NMI WT11 M 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 / TAYLOR MORRISON OF FLORIDA Phone: 407-257-6940 Street: 151 SOUTHHALL LANE # 200 Fax: City, State Zip: MAITLAND FL 32751 State License No.: Architect/Engineer Information Name: Street: City, St, Zip: Bonding Company: N/A Address: Phone: Fax: E-mail: Mortgage Lender: N/A Address: CBC1257462 WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. - Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 511 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Sig re of Owner/Agent Date TAYLOR MORRISON OF LORIDA INC Print Owner/Agent's Name Signature of Notary -State of Florida Date p. A'KFF pg108 Put,dp lSS10N 2(,p19 Owner/Agent is YFS Peft ly Known to Me or Produced ID N/A Type of ID X//- 7 13 S' nature ofContractor/Agent to JOHN ASA WRIG T Print Contractor gent's Name VDatSignatureofNotary -State of Florida p,a coiiISS1oll I FF 2008 FXPIFtES: 1eNo1aN s 1 edTMuBud9d'' EOFa Contractor/Agent is YES Personally Known to Me or Produced ID N11A— Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures, Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads Fire Alarm Permit: Yes No UTILITIES: 1 - `C WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application CITNY OF AFORD PLANNING & DEVELOPMENT SERVICES DEPARTMENT Flood Zone Determination Request Form Name: John Asa Wright Firm: Taylor -Morrison of Florida, Inc. Address: 2600 Lake Lucien Drive City: Maitland State: FL Zip Code: 32751 Phone: 407-257-6940 Fax: Email: daphne@permitspermitspermits.com Property Address: 475 Rocky Grove Lane Property Owner: Taylor Morrison of Florida, Inc. Parcel identification Number: 21-19-30-510-0000-0800 Phone Number: 407-629-0077 Email: The reason for the flood plain determination is: New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) OFFIC*IAL US•E 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 0 The parcel is not in the: N floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone `A', the best available information used to determine the base flood elevation is: BP# 18-3138 Reviewed by: Michael Cash, CFM Date: August 6, 2018 0 a r . Application for Right -of -Way Use for Driveway, Walkway & Landscape tt,o I Dq1a77 Department of Planning a Development Services www.sanfordn.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 Ctty'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. la. 7m"B aw n rtno.wearbelow. Cell before rou dl4 1. Project Location/Address: I IJ K©Gf f v l/r ov-6 2. Proposed Activity: VF Driveway Walkway Other: 3. Schedule of Work: Start Date C A V r,,, /c'' Coomplpletion Date Emergency Repairs 4. Brief Description of Work: MI W^7 jQK it 1/ QCX This application is sub d b Property Owner Printnt Name: Y1 n4 YAM0`V hMPS Address:: [ w>t _/ 44A;E /% ma qz-trrPhone: yvl-16?40 Fax, d_gah/2 t 1 d HWhMF-Wd Date: v 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 installation/ improvement 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 permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the improve- ment and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestor•s expense and, if necessary, file a lien on the Requestoes property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnity, and hold harmless the City, its councilpersons, agents, servants, or employees appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorneys fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the Citys right-of-way. I have read and understand the above statement and by signing this application I agree to its terms. 1 hereby understand and to pa II city fees related to this application as required by the city's adopted Fee Resolution. Signature: Date: / d /// This permit shall be posted on the site during construction. Please call 407.688.6080, Ext. 6401.24 hours In advance to schedule a pre -pour Inspection Pre - pour Inspection by: Date: 0 ovpcemwr [ uiu ROW Use Driveway.pdf SCPA Parcel View: 21-19-30-510-0000-0800 http://parce idetai l.scpafl.org/Parce I Detai Il nfo.aspx?PI D=2119305100... AN16. Progedy Record Card P y 1rd L i_ Parcel: 21-19-30-510-0000-0800 ao+oraoors ry r nwa Property Address: 475 ROCKY GROVE LN SANFORD, FL 32771 Parcel Information Value Summary 2018 Working Values 2017 Certified Values Valuation Method Number of Buildings I Cost/Market I 0 I Cost/Market I 0 Depreciated Bldg Value i Depreciated EXFT Value I Land Value (Market) L540,000 326050, Land Value Ag Just/Market Value " I $40,000 I $26.050 Portability Adj Save Our Homes Adj 0 0 Amendment 1 Adj 0 12.784 P&G Adj 0 ~ 0 Assessed Value 40.000 13,266 Tax Amount without SOH: $336.00 2017 Tax Bill Amount $336.00 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Legal Description LOT 80 THORNBROOKE PHASE 4 PB 81 PGS 70-71 axes Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 40,000 0 40,000 Schools — 40.000 0 40,000 City Sanford 40.000 0 40.000 SJWM(Saint Johns Water Management) 40.000 0 40.000 County Bonds 40,000 0 40.000 ales Description Date Book Page Amount Qualified Vaclmp No Sales Find Comparable Sales Land Method Frontage Depth Units Units Building Information ---`--- ----------------- Permits --- - - -- - - -- - ---- ------ Permit # Description Agency Amount CO Date Permit Date 1 $40,000.00 $ Price Land Value LOT I of 2 7/18/2018, 9:34 AM 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 Ins ection 50 1000 Final Roof 50 1000 Final Stucco / Siding 80 1000 Insulation Final 1000 Final Single Family Residence AAArocc- 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 MiEz' -W— ri CAL4PE _ Tf4% ti • . - .: r Y - .. : ; ,„ .. _t: Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 RECORD COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name- Lot80ThornbrookeAnastasiaBGRW Builder Name- Taylor Morrison Street: 457 Rocky Grove Lane Permit Office: 1 8 - 3 1 3 8City, State, Zip. Sanford , FL , 32771 Permit Number: Owner: Jurisdiction: 691500 Design Location: FL, Orlando County-- Seminole (Florida Climate Zone 2 ) 1. New construction or existing New (From Plans) 9. Wall Types (3137.2 sgft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1521.00 ft2 b. Concrete Block - Int Insul, Exterior R=4.1 1375.90 ft2 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 240.33 ft2 4. Number of Bedrooms 4 d. N/A R= ft2 10. Ceiling Types (1481.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=38.0 1481.00 ft2 6. Conditioned floor area above grade (ft2) 2582 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. R= ft2 11. Ducts R ft2 7. Windows(377.8 sgft.) Description Area a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 293.4 a. U-Factor: Dbl, U=0.34 305.82 ft2 b. Sup: Attic, Ret: 2nd Floor, AH: 2nd Floor 6 223 SHGC. SHGC=0.31 b. U-Factor: Dbl, U=0 58 72.00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC SHGC=0.32 a. Central Unit 25.2 SEER:16.00 b. Central Unit 25.2 SEER:16.00 c. U-Factor: N/A ft2 SHGC: 13 Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 21.8 HSPF•8.50 SHGC: b. Electric Heat Pump 21 8 HSPF:8.50 Area Weighted Average Overhang Depth: 2.906 ft. Area Weighted Average SHGC: 0.312 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (2582.0 sgft.) Insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation R=0.0 1467 00 ft2 b. Conservation features b. Floor Over Other Space R=0.0 1102.00 ft2 None c. other (see details) R= 13.00 f12 15. Credits Pstat Glass/ Floor Area: 0.146 Total Proposed Modified Loads: 74.70 PASS TotalBaselineLoads: 77.18 I hereby certify that the plans and specifications covered by Review of the plans and q SrgT this calculation are in compliance with the Florida Energy specifications covered by this ti0 Code. - calculation indicates compliance O withtheFloridaEnergyCode. m„''-•.: .`.:,''.• „ PREPARED BY: Before construction is completed a O DATE: - ___ _ 7/6/_1-8___- ____ _ _ _ this building will be inspected for compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. CDD withtheFloridaEnergyCode. WE OWNER/ AGENT:.//s/a i// BUILDING OFFICIAL: DATE: DATE: ---a_2I• t Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). 7/ 6/2018 8:54 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2017 PROJECT Title: Lot80ThornbrookeAnastasiaB 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: 457 Rocky Grove Lane Permit Office: Cross Ventilation. No County: Seminole Jurisdiction: 691500 Whole House Fan: No City, State, Zip: Sanford , Family Type: Single-family FL , 32771 New/Existing: New (From Plans) Comment: CLIMATE V Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Orlando FL ORLANDO INTL AR 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1467 13643.1 2 Block2 1115 10035 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1st Floor 1467 13643.1 Yes 5 1 1 Yes Yes Yes 2 2nd Floor 1115 10035 No 0 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Floor over Garage 2nd Floor ---- ---- 13 ft' 19 0 0 1 2 Slab -On -Grade Edge Insulatio 1st Floor 147.4 ft 0 1467 ft' 0.37 0 0.63 3 Floor Over Other Space 2nd Floor ---- ---- 1102 ft' 0 0 0 1 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pilch v # Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Gable or Shed Composition shingles 1655 ft' 370 ft' Medium 0.85 N 0.85 No 0 26.6 ATTIC Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1480 ft' N N 7/6/2018 8:54 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 5 FORM R405-2017 CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) 1st Floor 38 Blown 12 ft' 0.11 Wood 2 Under Attic (Vented) 2nd Floor 38 Blown 1469 ft' 0.11 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Ornt To Wall_T.ype Space R_Value_-Et-In-Et-In Area-R_Value-Fraction-Absor._Grade%_ 1 E Exterior Frame - Wood 2nd Floor 13 30 0 9 0 270.0 ft' 0 0.23 0.6 0 2 E Exterior Concrete Block - Int Insul 1st Floor 4.1 30 0 9 4 280.0 ft' 0 0 0.6 0 3 S Exterior Frame - Wood 2nd Floor 13 54 6 9 0 490.5 ft' 0 0.23 06 0 4 S Exterior Concrete Block - Int Insul 1st Floor 4.1 54 6 9 4 508.7 ft' 0 0 0.6 0 5 W Exterior Frame - Wood 2nd Floor 13 30 0 9 0 270.0 ft' 0 0.23 0.6 0 6 W Exterior Concrete Block - Int Insul 1st Floor 4.1 5 6 9 4 51.3 ft' 0 0 0.6 0 7 NW Exterior Concrete Block - Int Insul 1st Floor 4 1 4 11 9 4 45.9 ft' 0 0 0.6 0 8 N Exterior Frame - Wood 2nd Floor 13 54 6 9 0 490.5 ft' 0 0.23 0.6 0 9 N Exterior Concrete Block - Int Insul 1st Floor 4.1 52 6 9 4 490.0 ft' 0 0 0.6 0 10 Garage Frame - Wood 1 st Floor 13 25 9 9 4 240.3 ft' 0 0.23 0.01 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 NW Wood 1st Floor None 25 2 10 8 22.7 ft' 2 Wood 1st Floor None 25 2 9 8 22 ft' WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang V # Ornl ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 E 1 Vinyl Low-E Double Yes 0.34 0.31 N 30.0 ft' 1 ft0 in 1 ft0 in Drapes/blinds None 2 E 1 Vinyl Low-E Double Yes 0.34 0.31 N 40.0 ft' 1 ft 0 in 1 ft 0 in Drapes/blinds None 3 E 2 Vinyl Low-E Double Yes 0.34 0.31 N 58.6 ft' 1 ft 0 in 11 ft 6 in Drapes/blinds None 4 E 2 Metal Low-E Double Yes 0.58 0.32 N 72.0 ft' 11 It 0 in 0 ft 0 in None None 5 S 3 Vinyl Low-E Double Yes 0.34 0.31 N 30.0 ft' 1 ft 0 in 1 ft 0 in Drapes/blinds None 6 S 4 Vinyl Low-E Double Yes 0.34 0.31 N 39.1 ft' 1 ft 0 in 11 ft 6 in Drapes/blinds None 7 W 5 Vinyl Low-E Double Yes 0.34 0.31 N 30.0 ft' 1 ft 0 in 1 ft 0 in Drapes/blinds None 8 N 8 Vinyl Low-E Double Yes 0.34 0.31 N 6.0 ft' 1 ft 0 in 1 ft 0 in Drapes/blinds None 9 N 8 Vinyl Low-E Double Yes 034 031 N 15.0 ft' 1 ft 0 in 1 ft 0 in Drapes/blinds None 10 N 9 Vinyl Low-E Double Yes 034 031 N 5.3 ft' 1 ft 0 in 11 ft 6 in Drapes/blinds None 11 N 9 Vinyl Low-E Double Yes 0.34 0.31 N 12.8 ft' 1 ft 0 in 11 ft 6 in Drapes/blinds None 12 N 9 Vinyl Low-E Double Yes 034 0.31 N 39.1 ft' 1 ft 0 in 11 ft 6 in Drapes/blinds None 7/6/ 2018 8:54 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2017 GARAGE 1 Floor Area Ceiling Area 455 ft' 455 ft' Exposed Wall Perimeter Avg Wall Height Exposed Wall Insulation 64 ft 8 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000408 2762.4 151 65 285.21 .3666 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 2 Electric Heat Pump/ Electric Heat 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 cfm 0.75 1 SEER: 16 25.2 kBtu/hr 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 ft2 DUCTS Supply ---- Location R-Value Area Return --- Air CFM 25 CFM25 Location Area Leakage Type Handler TOT OUT ON RLF HVAC # Heat Cool 1 2 Attic 6 293.4 ft Attic 6 223 ft' Attic 2nd Floor 73 35 It Default Leakage 2nd Floor (Default) (Default) 55.75 ft Default Leakage 2nd Floor (Default) (Default) 1 1 2 2 7/6/2018 8.54 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2017 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Coolin jf j Jan Heating rXJan jj jj Feb Xj FebMarj jf j Mar jj Apr I jAPrMayJunMa IXI Jun Jul JXI Jul Au jXjAu IXI Se SeP j j Oct j ] OctNovjX Dec HNov j Dec Ventin [ ] Jan Feb X Mar X] A r May Jun Jul Aug Se X] Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling ( WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling ( WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating ( WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating ( WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 7/ 6/2018 8.54 AM 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 (ft2 7. Windows" Description a. U-Factor: Dbl, U=0.34 SHGC: SHGC=0.31 b. U-Factor: Dbl, U=0.58 SHGC: SHGC=0.32 c. U-Factor: N/A SHGC: d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 457 Rocky Grove Lane, Sanford, FL, 32771 New (From Plans) 9. Wall Types Insulation Single-family a. Frame - Wood, Exterior R=13.0 b. Concrete Block - Int Insul, Exterior R=4.1 1 c. Frame - Wood, Adjacent • R=13.0 4 d. N/A R= 10. Ceiling Types Insulation No a. Under Attic (Vented) R=38.0 2582 b. N/A R= Area c. N/A R= 30582 ft2 11. Ducts a. Sup: Attic, Ret. Attic, AH: 2nd Floor b. Sup: Attic, Ret: 2nd Floor, AH: 2nd Floor 72.00 ft2 8. Floor Types Insulation a. Slab -On -Grade Edge Insulation R=0.0 b. Floor Over Other Space R=0.0 c. other (see details) R= 12. Cooling systems ft2 a. Central Unit b. Central Unit ft2 13. Heating systems a. Electric Heal Pump 2.906 ft. b. Electric Heat Pump 0.312 Area 14. Hot water systems 1467.00 ft' a. Electric 1102 00 ft2 13.00 ft2 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 fea4ures. Builder Signature: _ _ _ _ _ Date: Address of New Home: % G G vc L yCit /FL Zip' 0- - - Area 1521 00 ft2 1375.90 ft2 240.33 ft2 ft2 Area 1481.00 ft2 ft2 ft2 R ft2 6 293.4 6 223 kBtu/hr Efficiency 25.2 SEER:16.00 25.2 SEER:16.00 kBtu/hr Efficiency 21.8 HSPF:8.50 21.8 HSPF:8.50 Cap: 50 gallons EF: 0.95 Pstat y ZHESIq yO F oE 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. 7/6/2018 8:54 AM EnergyGauge® USA - FlaRes2017 - Section R405.4 1 Compliant Software Page 1 of 1 ll 0I A 8 1' DEL -AIR Manual S Compliance Report Job: Lot8OThombrookeAnast... Date: 7/6/18 N fffflo • an+ COMMM1 16 ah u 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 457 Rocky Grove Lane, Sanford, FL 32771 Design Conditions Outdoor design DB: 92.5°F Sensible gain: 17478 Btuh Entering coil DB: 76. VF Outdoor design WB: 76.3°F Latent gain: 2624 Btuh Entering coil WB: 62.9°F Indoor design DB: 75.0°F Total gain: 20101 Btuh Indoor RH: 50% Estimated airflow: 840 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-024-230-19+CBA27UHE-024-230'++TDR Actual airflow: 840 cfm Sensible capacity: 18365 Btuh 105% of load Latent capacity: 4223 Btuh 161% of load Total capacity: 22588 Btuh 112% of load SHR: 81% Design Conditions Outdoor design DB: 41.7°F Heat loss: 20442 Btuh Entering coil DB: 68.8°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASH Manufacturer: Lennox Model: 14HPX-024-230-19+CBA27UHE-024-230'++TDR Actual airflow: 840 cfm Output capacity: 22420 Btuh 110% 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 83% of load Temp. rise: 50 OF Meets all requirements of ACCA Manual S. wrightsoft- 2018-Jul-06 08.57 07 Right-Sude®Universal 201818013RSU24011 Page 14C -'k..AnastasiaBGRW\ Lot80ThornbrookeAnastasiaBGRW.rup Calc - MJ8 House laces: W j' DEL -AIR Manual S CompliancePReport Job: Lot80ThornbrookeAnast... Date: 7/6/18 tIF M0-amCONtRT MIG 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 457 Rocky Grove Lane, Sanford, FL 32771 Cooling Equipment Design Conditions Outdoor design DB: 92.5°F Sensible gain: 15867 Btuh Entering coil DB: 76.6°F Outdoor design WB: 76.3°F Latent gain: 2686 Btuh Entering coil WB: 63.3°F Indoor design DB: 75.0°F Total gain: 18553 Btuh Indoor RH: 50% Estimated airflow: 840 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Actual airflow: 840 cfm Sensible capacity: 16294 Btuh Latent capacity: 4915 Btuh Total capacity: 21209 Btuh Design Conditions Outdoor design DB: 41.7°F Indoor design DB: 70.0°F Model: 14H PX-024-230-19+C BA27U H E-024-230'++TD R 103% of load 183% of load 114% of load SHR: 77% Heat loss: 13103 Btuh Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Entering coil DB: 69.5°F Manufacturer: Lennox Model: 14HPX-024-230-19+CBA27UHE-024-230'++TDR Actual airflow: 840 cfm Output capacity: 22420 Btuh 171% 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 90% of load Temp. rise: 13 OF Meets all requirements of ACCA Manual S. Z wrightsoft- 2018-Jul-06 08 57 07 I. M w. Right -Suite® Universal 2018 18 0.13 RSU24011 Page 2 4C4:;A...AnastasiaBGRW\Lot80ThornbrookeAnaslasiaBGRW rup Calc = MJ8 House laces W DEL --AIR Component Constructions Job: Lot80ThornbrookeAnast... M Date: 7/6/18 t =XG • MR COHDITM1018 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 457 Rocky Grove Lane, Sanford, FL 32771 Location: Orlando Intl AP, FL, US Elevation: 95 ft Latitude: 280N Outdoor: Heating Cooling Dry bulb (OF) 42 93 Daily range (OF) - 17 ( M) Wet bulb (OF) - 76 Wind speed (mph) 15.0 7.5 Indoor: Indoor temperature (OF) Design TD (OF) 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 IJ-value Insul R Htg HTM Loss Clg HTM Gain ft2 Btuh/ftl-•F ftl-'F/Btuh Bluh/ft' Btu BtuhM' B1uh Walls 12C-Osw: Firm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int in 470 0.091 13.0 2.58 1209 2.34 1100 fnsh, 2"x4" wood frm, 16" o.c. stud a 200 0.091 13.0 2.58 515 2.34 469 s 461 0.091 13.0 2.58 1186 2.34 1079 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 433 0.201 0 5.69 2462 4.35 1883 board int fnsh a 150 0.201 0 5.69 851 4.35 651 s 470 0.201 0 5.69 2671 4.35 2044 W 51 0.201 0 5.69 292 4.35 223 nw 24 0.201 0 5.69 134 4.35 102 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" n 30 0.032 30.0 0.91 27 2.38 71 gypsum board int fnsh Partitions 12C-Osw- Firm wall, r-13 cav ins, 1/2" gypsum board int Insh, 2"x4" 218 0.091 13.0 2.58 562 1.44 315 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 6 0.340 0 9.62 58 10.6 63 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 Irm mat, clr innr, 1/4" gap, n 15 0.340 0 9.62 144 10.6 159 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft e 30 0.340 0 9.62 289 30.4 911 overhang (5 ft window ht, 1 it sep.); 6.67 ft head ht a 40 0.340 0 9.62 385 30.4 1214 s 30 0.340 0 9.62 289 10.8 323 w 30 0.340 0 9.62 289 30.4 911 all 145 0.340 0 9.62 1395 24.3 3518 2A-2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, n 5 0.340 0 9.62 51 10.6 56 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft overhang (3.17 ft window ht, 11.5 ft sep.), 6.67 ft head ht 2A-2ov: 2 glazing, clr low-e ouir, air gas, vnl firm mat, clr innr, 1/4" gap, n 13 0.340 0 9.62 125 10.6 137 1/8" lhk; NFRC rated (SHGC=0.31), 50% drapes, medium, 1 ft overhang (4.2 ft window ht, 11.5 ft sep.); 6.67 ft head ht wrightsoft- 2018-Jul-06 08 57 07 Right -Suite® Universal 2018 18 0 13 RSU24011 Page 1 ACCK..AnaslasiaBGRW\Lot80ThornbrookeAnaslasiaBGRW.rup Calc = MJ8 House laces W 2A-2ov: 2 glazing, clr low-e oulr, air gas, vnl firm mat, clr innr, 1/4" gap, n 39 0.340 0 9.62 374 10.6 411 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft e 58 0.340 0 9.62 561 30.4 1769 overhang (6.3 ft window ht, 11.5 ft sep.), 6.67 0 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 firm mat, clr innr, a 72 0.580 0 16.4 1182 16.8 1213 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.32); 11 It overhang (8 ft window ht, 0 ft sep.); 6.67 ft head ht Doors 11 DO: Door, wd sc type nw 23 0.390 0 11.0 250 12.0 272 n 22 0.390 0 11.0 243 12.0 264 all 45 0.390 0 11.0 493 12.0 536 Ceilings 16B-38ad: Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 1/2" 1482 0.026 38.0 0.74 1090 1.41 2090 gypsum board int fnsh Floors 20P-191: Flr floor, firm flr, 12" thkns, r-19 cav ins, gar ovr 13 0.050 19.0 1.41 18 0.71 9 22A-tpl: Bg floor, light dry soil, on grade depth 147 0.989 0 28.0 4126 0 0 Fk wrightsoft- 2018-Jul-06 08.57,07 C QtRight -Style® Universal 2018 18 0 13 RSU24011 Page 2 AnaslasiaBGRW\Lo180ThornbrookeAnaslasiaBGRW.rup Calc = MJ6 House laces: W DEL -AIR Component Constructions Job: Lot80ThombrookeAnast... P Date: 7/6/18 1iE=G • AIR coilimr. omr. ah u 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 457 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 (°F) - 17 ( M) Wet bulb (°F) - 76 Wind speed (mph) 15.0 7.5 Indoor: Indoor temperature (°F) Design TD (°F) Relative humidity (%) Moisture difference (gr/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 11' Btuh/hl.*F ft'-•FBtuh BNh/ft' Btuh BNh/111 Bluh Walls 13A-2ocs: Blk wall, stucco ext, r-2 ext bd ins, 8" thk, 1/2" gypsum n 433 0.201 0 5.69 2462 4.35 1883 board int fnsh a 150 0.201 0 5.69 851 4.35 651 s 470 0.201 0 5.69 2671 4.35 2044 w 51 0.201 0 5.69 292 4.35 223 nw 24 0.201 0 5.69 134 4.35 102 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" n 30 0.032 30.0 0.91 27 2.38 71 gypsum board int fnsh Partitions 12C-Osw: Firm wall, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" 218 0.091 13.0 2.58 562 1.44 315 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 5 0.340 0 9.62 51 10.6 56 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft overhang (3.17 ft window ht, 11.5 it sep.); 6.67 it head ht 2A-2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, n 13 0.340 0 9.62 125 10.6 137 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 it overhang (4.2 It window ht, 11.5 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, n 39 0.340 0 9.62 374 10.6 411 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft e 58 0.340 0 9.62 561 30.4 1769 overhang (6.3 ft window ht, 11.5 ft sep.), 6.67 It head ht s 39 0.340 0 962 374 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, a 72 0.580 0 16.4 1182 16.8 1213 1/4" gap, 1/8" thk, NFRC rated (SHGC=0.32); 11 ft overhang (8 ft window ht, 0 ft sep.); 6.67 it head ht Doors 11 DO: Door, wd sc type nw 23 0.390 0 11.0 250 12.0 272 n 22 0.390 0 11.0 243 12.0 264 all 45 0.390 0 11.0 493 12.0 536 wrigF7tSOft Right-Suile® Universal 2018 18 0.13 RSU24011 2018-Jul-06 08: ge 3 ii Page 3 AnaslasiaBGRW\LoI80ThornbrookeAnaslasiaBGRW.rup Calc = MJ8 House laces 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 wrightsoft- Right-Suile® Universal 2018 18 0.13 RSU24011 AnastastaBGRW\Lot80ThornbrookeAnastasiaBGRW.rup Calc = MJ8 House laces: W 38.0 0.74 9 1.41 17 0 28.0 4126 0 0 2018-Jul-06 08,57 07 Page 4 1 DEL -AIR Component Constructions Job: Lot8OThornbrookeAnast... M Date: 7/6/18 HE MG • AM CONO117M 1C 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 457 Rocky Grove Lane, Sanford, FL 32771 Location: Indoor: Heating Cooling Orlando Intl AR FL, US Indoor temperature (°F) 70 75 Elevation: 95 ft Design TD (°F) 28 18 Latitude: 280N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 1.5 46.4 Dry bulb (°F) 42 93 Infiltration: Daily range (°F) - 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: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood frm, 16" o.c. stud Partitions none) Or Area U-value ft2 Btuh/hl-•F n 470 0.091 e 200 0.091 s 461 0.091 w 240 0.091 all 1370 0.091 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 overhang (3 ft window ht, 1 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr low-e outr, air gas, vnl Irm 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 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 flr, 12" thkns, r-19 cav ins, gar ovr 6 0.340 Insul R Htg HTM Loss Clg HTM Gain ftl-•F/Btuh Btuh/ft' Btu BNh/ft' Btu 13.0 2.58 1209 2.34 1100 13.0 2.58 515 2.34 469 13.0 2.58 1186 2.34 1079 13.0 2.58 618 2.34 562 13.0 2.58 3528 2.34 3210 0 9.62 58 10.6 63 15 0.340 0 9.62 144 10.6 159 30 0.340 0 9.62 289 30.4 911 40 0.340 0 9.62 385 30.4 1214 30 0.340 0 9.62 289 10.8 323 30 0.340 0 9.62 289 30.4 911 145 0.340 0 9.62 1395 24.3 3518 1469 0.026 38.0 0.74 1081 1.41 2072 13 0.050 19.0 1.41 18 0.71 9 wrightsoft- 2018-Jul-06 08 57 07 tL Right -Suite® Universal 2018 18.0.13 RSU24011 Page 5 IC CA ...AnastasiaBGRW\Lot80ThornbrookeAnastasiaBGRW rup Cale = MJ8 House laces W Project Summary Job: Lot80ThornbrookeAnastRDEL-AIR ... Date: 7/6/18 Kwws-McomnWo+t: 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 457 Rocky Grove Lane, Sanford, FL 32771 Notes: RVSD 211/16 JA LS 3/22/16 JA LS 4/4/16 JA LS 6/10/16 JA Resign Information LS 6/14/17 A LS 9/2 "t Ar: Orlando Intl AP, FL, US Winter Design Ahffl/d;4A Summer Design Conditions Outside db 42 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 28 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 46 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 26082 Btuh Structure 24377 Btuh Ducts 7463 Btuh Ducts 8967 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 33545 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 33345 Btuh Method Simplified Latent Cooling Equipment Load SizingConstructionqualityAverage Fireplaces 0 Structure 4164 Btuh Ducts 1146 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling Area (ft2) 2582 2582 Equipment latent load 5310 Btuh Volume (ft3) 26929 26929 Air changes/hour 0.41 0.21 Equipment Total Load (Sen+Lai) 38654 Btuh Equiv. AVF (cfm) 184 94 Req. total capacity at 0.70 SHR 4.0 ton Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 4- wrightsoft- 2018-Jul-06 08:57:07 ACCt Right -Style® Universal 2018 18 0 13 RSU24011 Page I AnastasiaBGRW\Lot80ThornbrookeAnastasiaBGRW rup Calc = MJ8 House laces W Project Summary Job: Lot80ThornbrookeAnast... DEL -AIR MMMXMG ahu Byte. JA/ 18 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: Tayylor Morrison 457 Rocky Grove Lane, Sanford, FL 32771 Notes: RVSD 2/1/16 JA LS 3/22/16 JA LS 4/4/16 JA LS 6/10/16 JA Design Information LS 6/1 /17 A LS 9/2 " Ar: Orlando Intl AR FL, US Winter Design &Ayffi/d;4A 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 17035 Btuh Ducts 3407 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 20442 Btuh Infiltration Method Construction quality Fireplaces Simplified Average 0 Heatingg Coolingg Area (ft2) 1467 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 @ 47°F 24 OF 840 cfm 0.041 cfm/Btuh 0.30 in H2O Input = 5 kW, Output = 16909 Btuh, 100 AFUE Sensible Cooling Equipment Load Sizing Structure 14565 Btuh Ducts 2913 Btuh Central vent (0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 17478 Btuh Latent Cooling Equipment Load Sizing Structure 2624 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh none) Equipment latent load 2624 Btuh Equipment Total Load (Sen+Lat) 20101 Btuh Req. total capacity at 0.75 SHR 1.9 ton Cooling Equipment Summary Make Lennox Trade MERIT Cond 14HPX-024-230-19 Coil CBA27UHE-024-230'++TDR A H R I 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 0.048 cfm/Btuh Static pressure 0.30 in H2O Load sensible heat ratio 0.87 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- 2018-Jul-06 08 57:07 Right-Sude® Universal 2018 18 0.13 RSU24011 Page 2 AnastasiaBGRW\Lot80ThornbrookeAnastasiaBGRW rup Calc = MJ8 House laces: W Job: Project Summary Job: Lot80ThornbrookeAnast... 1 y Date: 7/6/18 numa-a1BcannmmmG 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: Tayylor Morrison 457 Rocky Grove Lane, Sanford, FL 32771 Notes: RVSD 2/1/16 JA LS 3/22/16 JA LS 4/4/16 JA LS 6/10/16 JA InformationDesi-qn LS 6/14/17 A LS 9/2 fit Ar: Orlando Intl AR FL, US Winter Design 6 Ay fl/d;4A Summer Design Conditions Outside db 42 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 28 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 46 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 9047 Btuh Structure 9813 Btuh Ducts 4056 Btuh Ducts 6054 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 13103 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 15867 Btuh Method Construction quality Fireplaces Simplified Average 0 Heating Cooling Area (ftz) 111g 111g Volume (ft3) 13223 13223 Air changes/hour 0.43 0.22 Equiv. AVF (cfm) 96 49 Heating Equipment Summary Make Lennox Trade MERIT Model 14H P X-024-230-19 AHRI ref 10258598 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point = 29 OF Backup: 8.5 HSPF 21800 Btuh @ 47°F 24 0 840 cfm 0.064 cfm/Btuh 0.30 in H2O Input = 3 kW, Output = 11784 Btuh, 100 AFUE Latent Cooling Equipment Load Sizing Structure 1540 Btuh Ducts 1146 Btuh Central vent (0 cfm) 0 Btuh pone) Equipment latent load 2686 Btuh Equipment Total Load (Sen+Lat) 18553 Btuh Req. total capacity at 0.75 SHR 1.8 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 0.053 cfm/Btuh Static pressure 0.30 in H2O Load sensible heat ratio 0.86 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- 2018-Jul-06 08'57 07 Right-Suile® Universal 2018 18 0.13 RSU24011 Page 3 ACCN AnaslasiaBGRW\Lot80ThornbrookeAnaslasiaBGRW.rup Calc = MJ8 House faces W DEL -AIR Right-J® Worksheet r°'° 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 1 Room name 2 Exposed wall 3 Room height 4 Room dimensions 5 Room area Ty Construction number 2A•2ov L_GG 2A-2ov 11 Job: Lot80ThornbrookeAnastasi... Date: 7/6/18 By: JA Entire House ahu 1 316.4 it 147.4 It 9.2 It 9.3 It 2938.3 flx 1469.0 It2 U-value Or HTM Area (IIg Load Area (fig Load fluh/flz'F) Bluh/IV) or perimeter it) Btuh) or perimeter It) Stuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 0.091 n 2.58 2.34 491 470 1209 1100 0 0 0 0 0.340 n 9.62 10.58 6 0 58 63 0 0 0 0 n'ldn o a9 in ,n is n 1ee 1So n n n n 13A•2ocs 0.V n 5i 4. 35I 490 433 2462 1883 490 433 2462 1883 2A-2ov 2A-2ov 0 340 0.340I n n 9.62 9.62 10.58 10.58 5 13 0 0 51 125 56 137 5 13 0 0 51 125 56 137 2A_2ov 0.340 n 9.62 10.5E 39 0 374 411 39 0 374 411 12C-0sw 0.091 a 2.58 2.34 270 200 515 469 2A-20v 0.340 a 9.62 30.36 30 0 289 911 2B-21v 0.:40 a 9.62 30.36 40 0 385 1214 13A-2ocs 0.201 a 5.69 4 35 286 150 851 651 2A-2omd 0.580 a 16.41 16.85 72 144 1182 1213 0 0 0 0 0 0 0 0 0 150 851 651 144 1182 1213 Vf/ 12C-0sw 0.091 w 2.58 2.34 270 240 616 562 0 0 0 0 G 2A-2ov 0.340 w 9.62 30.36 30 0 289 911 0 0 0 0 W =2ocs 0.201 w 5.69 435 51 292 223 1 1 223 Vtl 13A-2ocs 0.201 nw 5 69 4.35 46 24 134 t02 46 24 134 102 t-D 11DO 0.390 nw 11.04 11.99 23 23 250 272 23 23 250 272 61 c) AED excursion 10 1 10 Envelope loss/gain 20373 18774 14293 9901 12 a) Infiltration 5709 1808 2742 868 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 6 1380 6 1380 Appliances/other 24151 2415 Subtotal (lines 6 to 13) 1 26082 24377 17035 14565 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 26082 24377 17035 14565 Duct loads 291/6 379/o 7463 8967 20°/, 20% 3407 2913 r Total room load 33545 33345 20442 17478 Air required (cfm) 1680 1690 1 840 840 Calculations ar)Droved by ACCA to meet all recluirements of Manual J 8th Ed 46- w2018-Jul-06 08:57 07 Right• Suile® Universal 2018 18.0.13 RSU24011 Page I AnaslasiaBGRW\ Lo180ThornbrookeAnastasiaBGRW rup Calc = MJ8 House laces W DEL --AIR Right-M Worksheet 16°'"°' =1 `"°'° 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: Lot 80ThornbrookeAnastasi... Date: 7/6/18 By: JA 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area ahu 2 169.0 It 9.0 It 1469.3 flz Ty Construction number U-value Btuh/IIZ°F) Or HTM Bluh/flq Area (It2) or perimeter (fl) Load Bluh) Area or perimeter Load Heat Cool Gross N/P/S Heal Cool Gross N/P/S Heat Cool 6 V)/ 12C-Osw 2A-2ov 2A-2ov 0.091 0.340 0.340 n n n 2.58 962 9.62 2.34 1058 10.58 491 6 15 470 0 0 1209 58 144 1100 63 159 11 vh 13A-2ocs 2A-2ov 2A-2ov 2A-2ov 0.201 0.340 0.340 0 340 n n n n 5.69 9.62 9.62 9.62 4.35 10.58 10.58 10.58 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 16A-30ad 0.032 n 0.91 2.38 0 0 0 0 12C-Osw 2A-2ov 2B-2fv 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 Vj/ 13A-2o 2A-2omd 2A-2ov 0201 0.580 0.340 a a a 16.4141 9.62 4.35 16.85 30.36 0 0 0 0 0 0 0 0 0 0 0 0I-{ G• V)/ I-6 12C-Osw 2A-2ov 0.091 0 340 s s 2.58 9.62 2.34 10.77 491 30 461 53 1186 289 1079 323 yJ 13A-2ocs 2A-2ov 0.201 0.340 s s_ 5.69 4.35 12.15 0 0 0 0 0 0 0 0 y L-G 12C-Osw 2A-2ov 0.091 0.340 w w 9.62 2.58 9.62 2.34 30.36 270 30 240 0 618 289 562 911 W 136-2ocs 0.201 w 4.3$ 0 0 0 0 t-D 13A-2ocs 11 DO 0.201 0.390 nw nw 5.69 11.04 4.35 11.99 0 0 0 0 0 0 0 0 q T-D 12C-Osw 11DO 0.091 0.390 n 2.58 11.04 1.44 11.99 0 0 0 0 0 0 0 0 c 16B-38ad 0.026 0.74 1.41 1469 1469 1081 2072 F 2OP-191 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/gam 6080 8873 12 a) Infiltration b) Room ventilation 2967 0 940 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 0 Subtotal (lines 6 to 13) 9047 9813 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 4s5% 629% 0 0 0 9047 4056 0 0 0 9813 6054 Total room load Air required (clm) 13103 840 15867 840 Calculations aDoroved by ACCA to meet all reauirements of Manual J 8th Ed wrigF tsoTrt- 2018-Jul-06 08 57:07 ACCA Right -Suite® Universal 2018 18.0.13 RSU24011 Page 2 AnastasiaBGRW\ Lot8OThornbrookeAnastasiaBGRW.rup Calc = MJ8 House laces: W DEL -AIR Right-JO Worksheet HEA= - = CMUMOMM 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: Lot8OThornbrookeAnastasi... Date: 7/6/18 By: JA 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area ahu 1 147.4 It 9.3 It 1469.0 112 mstr rm 42.0 It 9.3 It heaUcool 17.0 x 15.5 It 263.5 flz Ty Construction number U-value Bluh/IlZ•F) Or HTM Bluh/119 Area (Ilz) or perimeter (11) Load Bluh) Area 019 or perimeter (11) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Vj/ t-CC 12C-Osw 2A-2ov 2A-2ov 0.091 0.340 0.340 n n n 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 11 13A-20cs 2A-2ov 2A-2ov 2A-2ov 0.201 0.340 0.340 0.340 n n n n 5.69 9 62 9.62 9.62 4.35 10.58 10.58 10.58 490 5 13 39 433 0 0 0 2462 51 125 374 1863 56 137 411 159 0 0 0 159 0 0 0 902 0 0 0 690 0 0 0 W 16A-30ad 0.032 n 0.91 2.38 30 30 27 71 30 30 27 71 1213-0sw 2A-2ov 2B-21v 0.091 0.340 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 yJ - L_GG 13A-2ocs 2A-2omd 2A-2ov 0.201 0.580 0.340 a a a 5.69 16.41 9.62 a 35 16.85 30.36 280 72 58 150 144 0 851 1182 561 651 1213 1769 145 0 58 86 0 0 491 0 561 376 0 1769 12C-Osw 2A-2ov 0.091 0.340 s s 0.00 0.00 o.o0 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 VN G 13A-2ocs 2A-2ov 0.201 0.340 s s 5.69 9.62 4.35 12.15 508 39 470 0 2671 374 2044 472 89 0 89 0 504 0 386 0 t-C 12C-Osw 2A-2ov 0.091 0 340 w w 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 13A 2-90 0201 w 5.69 4.35 51 51 292 223 0 0 0 0 t-D 13A-2ocs 11DO 0.201 0.390 nw nw 5.69 11.04 4.35 11.99 46 23 24 23 134 250 102 272 0 0 0 0 0 0 0 0 q 1-0 12C-Osw 11DO 0.091 0.390 n 2.58 11.04 1.44 11.99 240 22 218 22 562 243 315 264 0 0 0 0 0 0 0 0 C 166-38ad 0.026 0.74 1.41 12 12 9 17 0 0 0 0 F 20P_19l 0-M Q_OQ Q_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 0 418 Envelope loss/gain 14293 9901 3661 3710 12 a) Infiltration b) Room ventilation 2742 0 868 0 823 0 261 0 13 Internal gains: Occupants @ 230 Appliances/other 6 1380 2415 1 230 600 Subtotal (lines 6 to 13) 17035 14565 4484 4801 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 209/6 209% 0 0 0 17035 3407 0 0 0 14565 2913 200/6 20% 0 0 0 4484 897 0 0 0 4801 960 Total room load Air required (cm) 20442 840 17478 840 5381 221 5761 277 Calculations awroved by ACCA to meet all requirements of Manual J 81h Ed rP- 2018-Jul-06 08,57:07 AGGA Right-Suile® Universal 2018 18 0.13 RSU24011 Page 3 AnaslasiaBGRW\L0t80ThornbrookeAnastasiaBGRW rup Catc = MJ8 House faces. W DEL -AIR Right-J® Worksheet rrinnm• 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: Lot8OThornbtoo keAnastasi... Date: 7/6/18 By: JA 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area mstr blh 12. 0 It 9. 3 it heaVcool 120 x 8.0 It 96. 0 f12 mslr wic 0 It 9. 3 II heaVcool 6. 5 x 7.5 It 48. 8 ftz Ty Construction number U- value BluNliz-, F) Or HTM Btuh/ fig Area ( I12) or penmeler (It) Load Btuh) Area ( fig or perimeter (it) Load Bluh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 Val C C 12C- 0sw 2A- 2ov 2A- 2ov 0. 091 0. 340 0. 340 n in n 0. 00 0. 00 0. 00 0. 00 000 000 0 0 0 112 0 0 0 0 0 0___ 112 0 0 0 0 0 0 637 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 n n n n 5. 69 9. 62 9. 62 962 4. 35 10. 58 10. 58 10. 58 487 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 16A-30ad 0 032 a cm 2.38 0 0 0 0 0 0 0 0 V l_ GG 12C- Osw 2A- 2ov 2B- 2fv 0 091 0. 340 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 0 0 0 13A- 20cs 2A- 2omd 2A- 2ov 0. 201 0. 580 0. 340 a a a 5. 69 16. 41 9. 62 4. 35 16. 85 3036 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W l__, 12C- Osw 2A- 2ov 0. 091 0. 340 s s 0. 00 0. 00 0. 00 0. 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 y! l--- G 13A- 2ocs 2A- 2ov 0. 201 0. 340 s s 5. 69 9. 62 4. 35 12. 15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V+/ T_ G12C- Osw 2A- 2ov 0. 091 0 340 w w 0. 00 0. 00 0. 00 0. 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0_ W 1 -2ocs 0 201 w 5.69 4.35 0 0 0 0 0 0 0 Vt/ o 13A- 2ocs 1100 0. 201 0. 390 nw nw 5. 69 11. 04 4. 35 11. 99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 q O 12C- Osw 11 DO 0. 091 0. 390 n 2. 58 11. 04 1. 44 11. 99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 168-38ad 0.026 0.74 1.41 0 0 0 0 0 0 0 0 F 2OP-19t Q50 9_00 27. 99 0_ OQ 000 0 96 0 0 0 0 0 0 0 F 22A-tpi 0.989 12 336 0 49 0 0 0 6 c) AED excursion 29 0 Envelope loss/gain 973 4581 10 0 12 a) Infiltration b) Room ventilation 218 0 69 0 0 0 0 0 13 Intemal gains: Occupants @ 230 Appliances/ other 0 0 0 0 0 5 Subtotal ( lines 6 to 13) 1191 527 0 5 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 20/6 2091. 0 0 0 1191 238 0 0 0 527 105 209/6 1 209/. 0 0 0 0 0 0 0 0 5 1 Total room load Air required (cfm) 1429 59 632 30 0 0 6 0 Calculations aooroved by ACCA to meet all reauirements of Manual J 8th Ed fk- 2018-Jul•06 08 57:07 Right - Suite® Universal 2018 18.0.13 RSU24011 Page 4 AnastasiaBGRW\ Lot80ThornbrookeAnastasiaBGRW.rup Calc = MJ8 House laces: W DEL-AIR Right-J® Worksheet 1UTWI•=CINU11CHM 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: Lot80ThornbrookeAnastasi... Date: 7/6/18 By: JA 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area mstr we 0 ft 9.3 It heat/cool 5.5 x 3.5 It 19.3 112 study 10.5 It 9.3 It heat/cool 10.5 x 11.5 If 120.8 112 Ty Construction number U-value Bluh/IIZ•F) Or HTM 8luh/I19 Area (Its or perimeter (It) Load Btuh) Area 011) or penmeler (II) Load Bluh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 V)/ L-CC 12C-Osw 2A-2ov 2A-2ov 43A-2ocs 2A-2ov 2A-2ov 2A-2ov 0.091 0.340 0.340 0.201 0.340 0 340 0.340 0.032 n n n n n n n n 0.00 0.00 000 5.69 9.62 9.62 9.62 0.91 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 4.35 10.58 10.58 10.58 2.38 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 98 0 0 39 59 0 0 0 336 0 0 374 257 0 0 411 W 16A-30ad 6 0 0 0 0 0 0 0 v I--G 12C-Osw 2A-2ov 28.21v 13A-2ocs 2A-2omd 2A-2ov 0.091 0.340 0 340 a a a 0.00 0.00 0.00 5.69 16.41 9.62 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 0.201 0.580 0.340 a a a 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 0I V)/ L--G 12C-Osw 2A-2ov 0 091 0.340 s s 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 yl Y-G 13A-2ocs 2A-20v 0.201 0.340 s s 5.69 9.62 4.35 12.15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 t-C_ 12C-Osw 2A-2ov 0.091 0.340 0201 w w w 0.00 0.00 69 0.00 0.00 4.35 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 13A=2ocs 0 0 0 0 0 0 0 0 Vj/ L-D 13A-2ocs 11 DO 0.201 0.390 nw nw 5.69 11.04 4.35 11.99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 R D 12C-Osw 11 DO 0.091 0.390 n 2.58 11.04 1.44 11.99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 16B-38ad 0 026 0.74 1.41 0 0 0 0 0 0 0 0 F 2OP-19( 0 050 0 989 0_00 27.99 000 000 0 0 0 0 0 0 0 0 F 22A-tpl 19 0 0 0 121 11 294 0 6 c) AED excursion 0 39 Envelope loss/gain 0 0 1004 630 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 690 14 15 Less external load Less transfer Redistribution Subtotal Duclloads 209% 1 20'/, 1 0 0 0 0 0 0 0 0 5 1 200% 1 20% 1 0 0 0 1195 239 0 0 0 690 138 Total room load Air required (c1m) 0 0 6 0 1434 59 828 40 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed f 2018-Jul-06 08'57.07 Right -Suite® Universal 2018 18.0.13 RSU24011 Page 5 AnastasiaBGRW\Lot80ThornbrookeAnastasiaBGRW rup Calc = MJ8 House laces' W DEL -AIR Right-JO Worksheet MMTM-AM =M== ahu 1 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407.333-3853 Web: WWW.DEL-AIR.COM Job: Lot80ThornbrookeAnastasi... Date: 7/6/18 By: JA 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area util 6.5 it 9.3 it heat/cool 6.5 x 6.5 it 42.3 fl2 pwdr 12.0 it 9.3 it heat/cool 6.5 x 6.5 it 42.3 ftz Ty Construction number U-value Bluh/ltz "F) Or HTM Btuh/ftq Area (Ilq or perimeter (It) Load Btuh) Area (ft2) or perimeter (It) Load Bluh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 V[12C-Osw C G 2A-2ov 2A-2ov 0.091 0.340 0.340 n n n 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 11-G 13A-20cs 2A-2ov 2A-2ov 2A-2ov 0.201 0.340 0.340 0.340 n n n n 5.69 9.62 9.62 9.62 4.35 10.58 10.58 10.58 61 0 13 0 48 0 0 0 271 0 125 0 208 0 137 0 61 5 0 0 55 0 0 0 315 51 0 0 2W1 56 0 0 W 16A30ad 0.032 n 0.91 2.38 0 0 0 0 0 0 0 0 12C-Osw 2A-2ov 2B-21v 0.091 0.340 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 yyJJ I--G I 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 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 jY-C 12C-0sw 2A-2ov 0.091 0.340 s s 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 y/ I--('_ 13A-2ocs 2A-2ov 0.201 0.340 s s 5.69 9.62 4.35 12.15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Y_G_ 12C-Osw 2A-2ov 0 091 0 340 w w 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 W 136-2ocs 0.201 w 5.5a 4.35 0 0 0 0 51 51 292 223 V+/ D 13A-2ocs 11 DO 0.201 0.390 nw nw 5.69 11.04 4.35 11.99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 q D 12C-0sw 11 DO 0.091 0.390 n 2.58 11.04 1.44 11 99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0.74 1.41 0 0 0 0 0 0 0 0 F 20P_19l 0OSO 0_00 Q-00 0 0 0 0 0 0 0 0 F 22A-tpf 0.989 27.99 0.00 42 7 182 0 42 12 336 0 6 c) AED excursion 52 31 Envelope loss/gain 578 293 993 489 12 a) Infiltration b) Room ventilation 118 0 37 0 218 0 69 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 600 0 0 0 Subtotal (lines 6 to 13) 696 930 1212 5% 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 1201/6 209% 0 0 0 696 1 139 0 0 0 930 186 20% 1 21% 0 0 0 1212 242 1 0 0 0 51% 112 Total room load Air required (cfm) 835 34 1116 54 1454 60 670 32 Calculations awroved by ACCA to meet all requirements of Manual J 8th Ed f wrigMtsoit- 2018-Jul-06 08:57:07 4 _% P ..........-^ Righl-Style® Universal 2018 18 0 13 RSU24011 Page 6 AnastasiaBGRW\Lol80ThornbrookeAnastasiaBGRW.rup Calc = MJ8 House faces W DEL -AIR Right-JO Worksheet a°T11111°-=CONCI,tOro ahu 1 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax 407-333-3853 Web: WWW DEL -AIR COM 1 Room name 2 Exposed wall 3 Room height 4 Room dimensions 5 Room area Ty Construction number 6 Vf/ 12C-Osw 2A-2ov 2A•2ov 11 Job: Lot80ThornbrookeAnastasi... Date: 7/6/18 By: JA family rm dining rm 35.0it 10.0it 9.3 It heat/cool 9.3 It heat/cool 20.5 x 14.5 it 1.0 x 210.0 it 297.3 flz 210.0 flz U-value Or HTM Area (ftq Load Area (ft9 Load 3tuh/Wt *F) Btuf1/ft or perimeter (it) Btuh) or perimeter (It) Bluh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 0.091 n 0.00 0.00 0 0 0 0 0 0 0 0 0.340 n 0.00 0.00 0 0 0 0 0 0 0 0 n un n nn n nn n n n n n n n n 13A-2ocs 0.201 n 5.69 4' 0 0 0 0 0 0 0 0 2A-2ov 2A-2ov 0.340 0.340 n n 9.62 9.62 10 58 10 58 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A-2ov 0.340 n 962 1058 0 0 0 0 0 0 0 0 Uf/ 12C-Osw 0.091 a 0.00 000 0 0 0 0 0 0 0 0 I{ G 2A-20v 0.340 e 000 0.00 0 0 0 0 0 0 0 0 2B-2fv 0.340 e 000 0.00 0 0 0 0 0 0 0 0 yJ 13A-20cs 0.201 e 569 4.35 135 63 360 275 0 0 0 0 C 2A-2omd 0.580 a 1641 16.85 72 72 1182 1213 0 0 0 0 12C-Osw 0.091 w 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov 0 340 w 0 00 0.00 0 0 0 0 0 0 0 0 VW 13A-2 0 201 w _5.69 4.35 0 0 0 0 0 0 0 0 3A-2 D 1 DO s 0 390 nw 11.04 11.99 0 0 0 0 0 0 0 0 61 c) AED excursion 1-1821 167 Envelope loss/gain 3609 2139 963 776 12 a) Infiltration 637 202 182 58 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 4 920 1 230 Appliances/other 0 0 Subtotal (lines 6 to 13) 4246 3261 1145 1064 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 4246 3261 1145 1064 15 Duct loads 20% 20% 849 652 20% 20, 1 229 213 Total room load 5096 3913 1375 1277 Air required (cfm) 209 188 56 6t Calculations armroved by ACCA to meet all reauirements of Manual J 8th Ed wligF tsoft^ 2018-Jul08 57 07 AGGP ^ ' Right- Sude® Universal 2018 t8.0 13 RSU24011 Page 7 AnaslasiaSGRW\LoI80ThornbrookeAnaslasiaBGRW. rup Calc = MJ8 House laces W r DEL -AIR Right-J® Worksheet HUTI O - AM txtl1Qr10>m1Y ah u 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: Lot80ThornbrookeAnastasi... Date: 7/6/18 By: JA 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area pantry 0 It 9.3 It heaVcool 6.0 x 3.5 It 21.0 Itz kitchen 19.4 It 9.3 II heal/cool 1.0 x 308.0 it 308.0 Itz Ty Construction number U-value Btuh/Itz•F) Or HTM Btuh/Ilq Area (It2) or perimeter (II) Load Btuh) Area (112) or perimeter (It) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 VjJ 12C-0sw 2A-2ov 2A-2ov 13A-20cs 2A-2ov 2A-2ov 2A-2ov 0.091 0.340 0.340 0.201 0.340 0.340 0.340 n n n n n n n 0.00 0.00 0.00 5.69 9.62 9.62 9.62 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0-- 0 0 0 0 0 0 0 0 0 0 0 I-( G 4.35 10.58 10.58 10.58 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 16A-30ad 6.03P n 0-.91 2.38 0 0 0 0 0 0 0 0 12C-0sw 2A-2ov 28-21v 0.091 0.340 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 y/ 13A-2o 2A-2omd 2A-2ov 0.201 0.580 0 340 a a a 2..35 16.4141 9.62 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 0I(' j C 12C-0sw 2A-2ov 0.091 0.340 s s 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 6 0 0 0 0 0 y! t-C_ 13A-2ocs 2A-20v 0.201 0.340 s s 5.69 9.62 4.35 12.15 0 0 0 0 0 0 0 0 135 0 135 0 770 0 589 V+/ T-C 12C-0sw 2A-2ov 0.091 0.340 w w 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 W 2oos 0201 w 5.69 4.35 0 0 0 0 Q 0 0 0 VI/ Z 13A-2ocs 1100 0.201 0.390 nw nw 5.69 11.04 4.35 11.99 0 0 0 0 0 0 0 0 46 23 24 23 134 250 102 272 F D 12C-0sw 11DO 0.091 0.390 n 2.58 11.04 1.44 11.99 0 0 0 0 0 0 0 0 240 22 218 22 562 243 315 264 C 168-38ad 0.026 0.74 1.41 0 0 0 0 12 12 9 17 F F 20P_191 0_O50 0 989 0_00 0-0 0 0 0 0 0 0 0 0 22A-tpl 2799 0 00 21 0 0 0 308 19 543 0 6 c) AED excursion 0 152 Envelope loss/gain 0 0 1 2511 1407 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 2865 2720 14 15 Less external load Less transfer Redstribution Subtotal Duct loads 20% 2%0% 0 0 0 0 0 0 0 0 5 1 209% 1 209/6 0 0 0 2865 573 0 0 0 2720 544 Total room load Air required (clm) 0 0 6 0 1 3438 141 3263 157 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed wrgF tsoFt^ 2018-Jul-06 08:57:07 AGGA - - Right-SuileO Universal 2018 18.0.13 RSU24011 Page 8 AnaslasiaBGRW\ Lo180ThornbrookeAnaslasiaBGRW.rup Calc = MJ8 House laces W DEL -AIR Right-J® Worksheet rrinnm.mll rmnmmw 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: Lot80ThornbrookeAnastasi... Date: 7/6/18 By: JA 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area ahu 2 169.0 it 9.0 It 1469.3 112 rm 2 39.5 it 9.0 It heat/cool 14.5 x 15.5 it 224 8 f12 Ty Construction number U-value Btuh(Itz--F) Or HTM 81uhl1tg Area (fig or perimeter (it) Load Bluh) Area (fig or perimeter (it) Load Bluh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 V)/ 12C-0sw 2A-2ov 2A-2ov 0.091 0.340 0.340 n n n 2.58 9.62 9.62 2.34 10.58 10.58 491 6 15 470 0 0 1209 58 144 1100 63 159 131 0 0 0 0 0 0 131 0 0 336 0 0 306 0 0L-GG 13A-2ocs 2A-2ov 2A-2ov 2A-2ov 0.201 0.340 0.340 0.340 n n n n 006 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01-=G W 16A-30ad 0.032 n 0.00 0.00 0 0 0 0 0 0 0 0 IE---GG 12C-0sw 2A-2ov 2B-2Iv 0.091 0.340 9.340 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 140 30 0 110 0 0 282 289 0 257 911 0 V613A-2ocs 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 12C-0sw 2A-2ov 0.091 0.340 e s 2.58 9.62 2.34 10.77 491 30 461 53 1186 289 1079 323 86 0 86 0 220 0 200 0 y/ G 13A-tors 2A-2ov, 0.201 0.340 s s 0.00 0.00 0.00 000 0 0 0 0 0 0 0 0 562 911 0 0 0 0 0 0 0 0 t-G W 12C-0sw 0.091 0.340 w w 2.58 9.62 2.34 30.36 270 30 240 0 618 2_89 0 0 0 0 0 0 0 0 02A-2ov 13A-2ocs 0.201 w 00 0.00 0 0 0 0 0 0 0 y/ D 13A-2ocs 11 DO 0.201 0.390 nw nw, 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12C-0sw 11 DO 0.091 0.390 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 C 16B-38ad 0.026 0.74 1.41 1469 1469 1081 2072 225 225 165 317 F 20P_19l QQ; 0_ 1.41 0.71 13 13 1$ 9 0 0 Q 0 F 22A-tpl 0.989 000 0.00 0 0 0__ 0_ 0 0 0 0 6 c) AED excursion 0 43 Envelope loss/gain 6080 8873 1292 2034 12 a) Infiltration b) Room ventilation 2967 0 940 01 693 0 220 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 9047 9813 1986 2253 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 45 % 621/6 0 0 0 9047 4056 0 0 0 9813 6054 45 % 620/6 0 0 0 1986 890 0 0 0 2253 1390 Total room load Air required (cfm) 13103 840 15867 840 1 1 2876 184 3643 193 Calculations aooroved by ACCA to meet all reauirements of Manual J 8th Ed wrightsoft- 2018-Jul-06 08 57:07 Right -Suite® Universal 2018 18.0.13 RSU24011 Page 9 AnaslasiaBGRW\Lol8OThornbrookeAnaslasiaBGRW.rup Calc = MJ8 House laces: W RDEL--AIR 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: Lo180ThornbrookeAnastasi... Date: 7/6/18 By: JA 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area bth 2 9.0 it 9.0 II heal/cool 9.0 x 6.0 it 54.0 Itz bih 3 11 5 II 90 It heat/cool 11.5 x 6.0 it 69.0 It2 Ty Construction number U-value Bluh/flz-'F) Or HTM Btuh/119 Area (fig or perimeter (it) Load Btuh) Area (119 or perimeter (It) Load Btuh) Heat Cool Gross N/P/S Heal Cool Gross N/P/S Heat Cool 6 11 V)/ II----GG 12C-Osw 2A-2ov 2A-2ov 0.091 0.340 0.340 n n n 2.58 9.62 9.62 2.34 1058 1058 000 0.00 0.00 0.00 0.00 81 6 0 0 0 0 0 75 0 0___ 193 58 0 176 63 00 104 0 104 0 0 267 0 0 243 0 0 13A-20cs 2A-2ov 2A-2ov 2A-2ov 0.201 0.340 0 340 0.340 n n 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 0 0 0 0 0 0 0 0 0 0 0 0 W 16A-30ad 0.032 n C(k 0 0 0 0 0 0 0 0 1213-0sw 2A-2ov 28-2fv 0.091 0.340 0 340 a e e 2.58 962 962 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 13A-20cs 2A-2omd 2A-2ov 0.201 0.580 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 12C-0sw 2A-2ov 0.091 0.340 s s 2.58 9.62 2.34 10.77 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 yJ L-G 13A-2ocs 2A-2ov 0.201 0.340 s s 0.00 0.00 0.00 0.00 2.34 30.36 aw 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 yJ Y_C_ 12C-0sw 2A-2ov 13A-2ocs 0.091 0.340 ZQ1 w w w 2.58 9.62 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 0 Q 0 0 Q 0 0 0 V)I 1-D 13A-2ocs 1100 0.201 0.390 nw nw 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 q D 12C-Osw 11 DO 0.091 0.390 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 C 168-38ad 0.026 0.74 1.41 54 54 40 76 69 69 51 97 F 2OP-19t 0.0.0 1.41 0.71 0 Q 0 Q Q 00 0 F 22A-Ipl 0.989 0.00 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 44 49 Envelope loss/gain 1291 271 317 291 12 a) Infiltration b) Room ventilation 158 0 50 0 202 01 64 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 449 321 519 355 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 450/a 629/6 1 0 0 0 449 201 0 0 0 321 198 45% 1 62% 0 0 0 519 233 0 0 0 355 219 Total room load Air required (clm) 650 42 519 27 752 48 574 30 Calculations aDDroved by ACCA to meet all requirements of Manual J 8th Ed r}+- 2018-Jul-06 08 57:07 Right -Suite® Universal 2018 18 0.13 RSU24011 Page 10 AnaslasiaBGRW\Lol80ThornbrookeAnastasiaBGRW rup Calc = MJ8 House laces W DEL -AIR Right-J® Worksheet 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: Lot80ThornbrookeAnastasi... Date: 716/18 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 7.0 it 9.0 It heat/cool 9.5 x 5.0 It 47.5 112 Ty Construction number U-vafue Bluh/Itz•F) Or HTM Btuh/I19 Area (fig or perimeter (It) Load Btuh) Area (fig or perimeter (it) Load Bluh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 t1 Vi/ 12C-Osw 2A-2ov 2A-2ov 0.091 0.340 0.340 0.201 0.340 0.340 0.340 n n n n n n n 2.58 9.62 9.62 5.00 0.00 0.00 0.00 2.34 10.58 10.58 126 0 15 111 0 0 286 0 144 260 0 159 18 0 0 18 0 0 46 0 0 42 0 0li----GG 13A-2ocs 2A-2ov 2A-2ov 2A-2ov 0.00 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 W 16A-30ad 0.032 n 0.00 0.00 0 0 0 6 0 0 0 0 12C-0sw 2A-2ov 2B-21v 13A-2ocs 2A-2omd 2A-2ov 0.091 0.340 0 340 0.201 0.580 0.340 a a a a e a 2.58 9.62 9.62 0.00 000 0.00 2.34 30.36 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 0.00 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 IY-C 12C-0sw 2A-2ov 0.091 0.340 s s 2.58 9.62 2.34 10.77 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 yJ I- G 13A-2ocs 2A-2ov 0.201 0.340 0.091 0.340 s s w w w 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V+/ G 12C-0sw 2A-2ov 13A-2ocs 0.00 258 9 62 0.00 2.34 30.36 0.. 126 15 0Q 111 0 286 144 0 260 455 0 45 0 0 45 0 0 116 0 0 105 0_ W 0.2Q1 Vt/ 1-0 13A-2ocs t 1 DO 0.201 0.390 nw nw 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 R L- D 12C-Osw 11 DO 0.091 0.390 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 C 16B-38ad 0.026 0.74 1.41 196 196 144 276 48 48 35 67 F 20P-19t 000 0.989 1.41 Q.71 0 0 0 0 11 11 LQ 8 F 22A-Ipl _ 0.00 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 6 32 Envelope loss/gain 1005 1417 213 191 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) 1496 1572 336 230 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 45% 1 62% 1 0 0 0 1496 671 0 0 0 1572 970 45% 1 62% 1 0 0 0 336 151 0 0 0 230 142 Total room load Air required (cfm) 2167 139 2542 1 1 1 487 31 372 20 Calculations awroved by ACCA to meet all requirements of Manual J 8th Ed 44- 2018-Jul-060857:07 Right -Suite® Universal 2018 18 0.13 RSU24011 Page tt AnastasiaBGRW\LO180ThornbrookeAnastasiaBGRW rup Cafc = MJ8 House laces W DEL -AIR Right-M Worksheet HU,11K1-COItb11INUMMY 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 1 Room name 2 Exposed wall 3 Room height 4 Room dimensions 5 Room area Ty Construction number 6 VI/ 12C-osw 2A-2ovIIG 2A-2ov 11 Job: Lot80ThornbrookeAnastasi... Date: 7/6/18 By: JA rm 3 1011 24.0 It 11.5 it 9.0 it heat/cool 9.0 it heat/cool 13.0 x 11.0 it 11.5 x 11.0 it 143.0 Itz 126.5 It2 U-value Or HTM Area (fig Load Area (Itg Load ltuWltz"F) Btuhl119 or perimeter (It) Btuh) or perimeter (It) Bluh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 0.091 n 2.58 2.34 0 0 0 0 0 0 0 100. 0.340 n 9.62 10.58 0 0 0 0 0 0 0 nw n qR9 1n SR 0 n n n n n 0 13A-2ocs 0.]-n 0.00 0.00 0 0 0 0 0 00 0 2A-2ov0. n0.00 0.00 0 0 0 0 00 002A-2ov 0. n 0.00 0.00 0 0 0 0 0 0 0 02A-2ov 0. n 0.00 0.00 0 0 0 0 0 0 0 0 12C•Osw 0.091 a 2.58 2.34 0 0 0 0 0 0 0 0 2A-2ov 0.340 a 9.62 30.36 0 0 0 0 0 0 0 0 2B-21v 0.340 a 9.62 30 36 0 0 0 0 0 0 0 0 Vtr 13A•2acs 0.201 n 0.00 0.00 0 0 0 0 0 0 0 0 I--G 2A-2omd 0.580 a 0.00 0.00 0 0 0 0 0 0 0 0 1 12C-Osw 0.091 w 2.58 2.34 99 84 216 197 0 0 0 0 2A-2ov 0.340 w 9.62 30.36 15 0 144 455 0 0 0 0 W 13A-2ocs 0.201 w 0.00 0.00 0 0 0 0 0 0 0 0 13A-2ocs 0.201 nw 0.00 0.00 0 0 0 0 0 0 0 0 11 DO 0.390 nw 0.00 0.00 0 0 0 0 0 0 0 0 12C-Osw 0.091 0.00 0.00 0 0 0 0 0 0 0 0 11 DO 0.390 n 0.00 0.00 0 0 0 0 0 0 0 0 C 16B•38ad 0.026 0.74 1.41 143 143 105 202 127 127 93 178 F 2(1P_19j 0.050 = 1.41 0.71 1 1 2 1 Q 0 0 0 F 22A-tol 0.989 0.00 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion Envelope loss/gain 12 a) Infiltration b) Room ventilation 13 Internal gains. Subtotal (lines 6 to 13) Less external load Less transfer Redistnbution 14 Subtotal 15 Duct loads Total room load Air required (cfm) Occupants @ 230 Appliances/other 83 769 1212 421 133 0 0 0 0 0 1190 1345 0 0 0 0 0 0 1190 1345 6 1 629/6 1 534 830 1724 2176 111 115 Calculations aooroved by ACCA to meet all reauirements of Manual J 8th Ed 57 571 617 202 64 0 0 0 0 773 680 0 0 0 0 0 0 773 680 629/6 347 420 1119 1100 72 58 1-11- 2018-Jul-0608:57:07 Right -Suite® Universal 2018 18 0.13 RSU24011 Page 12 AnastasiaBGRW\Lot80ThornbrookeAnaslasiaBGRW.rup Calc = MJ8 House laces: W 1 DEL -AIR Right-JO Worksheet 1711mrfltl7mW ahu 2 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407-333-2665 Fax: 407-333-3853 Web WWW DEL -AIR COM 1 Room name 2 Exposed wall 3 Room height 4 Room dimensions 5 Room area Ty Construction number s 12C-osw 2A-2ov 2A-2ov 11 Job: Lot80ThornbrookeAnastasi... Date: 7/6/18 By: JA open to below stairs 35.0 It 3.5 If 9.0 It heat/cool 9.0 If heaVcool 20.5 x 14.5 It 1.0 x 311.3 It 297.3 ftz 311.3 Itz U-value Or HTM Area (119 Load Area (Ilz) Load ituh/W-*F) Btuh/ftq or perimeter (ft) Btuh) or perimeter (It) Btuh) Heal Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 0.091 n 2.58 2.34 0 0 0 0 32 32 81 74 0.340n'len n 9.62 o ar 10.58 in u 0 n 0 n 0 n 0 n 0 n 0 n 0 n 0 n 13A-2acs 0.201 n 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov 0.340 n 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov 0.340 n 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov 0.340 n 0_00 0.00 0 0 0 0 0 0 0 0 Vf/ 12C-0sw 0.091 a 2.58 2.34 131 91 233 212 0 0 0 0 HG2A- 20v 0 340 a 9.62 30.36 0 0 0 0 0 0 0 0 2B- 21v 0 340 a 9.62 30.36 40 0 385 1214 0 0 0 0 13A- 2ocs 0.201 a 0.00 0.00 0 0 0 0 0 0 0 0 2A- 2omd 0.580 a 0.00 0.00 0 0 0 0 0 0 0 0 12C- 0sw 0.091 w 2 58 2.34 0 0 0 0 0 0 0 0 2A- 2ov 0.340 w 9.62 3036 0 0 0 0 0 0 0 0 yW! 13A-29cS 0.201 w 0.00 0 PO 0 0 0 0 0 0 D 1 DO s 0. 3901 nw 0.00 0.00 0 0 0 0 0 0 0 0 P4[=; 61 c) AED excursion 1115 64 Envelope loss/gain 1312 2393 310 448 12 a) Infiltration 614 195 61 19 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/ other 0 10 Subtotal ( lines 6 to 13) 1926 2587 372 468 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1926 2587 372 468 15 Duct loads 145 62'/, 864 1596 45 % 62% 167 289 Total room load 2790 4184 538 757 Au required (cfm) 179 221 35 40 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrGgl tsoft- 2018-Jul-06 08:57:07 Righl- Suite® Universal 2018 18.0.13 RSU24011 Page 13 ACCA . AnaslasiaBGRW\LotBOThornbrookeAnastasiaBGRW.rup Calc = MJ8 House laces: W 1 DEL -AIR Duct System Summary Job: Lot80ThornbrookeAnast... Date: 7/6/18 HFAT0t0. MR C0XDn10=0 ahu 1 By: JA DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407333-3853 Web: WWW.DEL-AIR.COM For: Taylor Morrison 457 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 0.148 in/100ft 840 cfm Cooling 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.148 in/100ft 840 cfm 162 ft Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk dining rm c 1277 56 61 0.196 6.0 Ox 0 VIFx 27.1 95.0 SO family rm h 5096 209 188 0.183 8.0 Ox 0 VIFx 36.2 95.0 SO kitchen c 3263 141 157 0.212 8.0 Ox 0 VIFx 18.0 95.0 SO rnstr b1h h 1429 59 30 0.160 5.0 Ox 0 VIFx 40.3 110.0 st3 rnstr rm C 5761 221 277 0.148 9.0 Ox 0 VIFx 52.0 110.0 st3 rnstr we c 6 0 0 0.163 4.0 Ox 0 VIFx 37.5 110.0 st3 mstr wic c 6 0 0 0.159 4.0 Ox 0 VIFx 41.1 110.0 st3 pantry c 6 0 0 0.209 4.0 Ox 0 VIFx 19.6 95.0 SO pwdr h 1454 60 32 0.199 5.0 Ox 0 VIFx 25.5 95.0 SO study h 1434 59 40 0.164 6.0 Ox 0 VIFx 36.2 110.0 st3 util c 1116 34 54 0.199 5.0 Ox 0 VIFx 25.5 95.0 SO Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk st3 Peak AVF 339 348 0.148 443 12.0 0 x 0 VinlFlx st1 SO Peak AVF 840 840 0.148 602 16.0 0 x 0 VinlFlx ti wrightsoft- 2018-Jul-06 08:57:09 Right -Suite® Universal 2018 18.013 RSU24011 Page 1 ACCA . AnastasiaSGRW\Lol80ThornbrookeAnastasiaBGRW rup Calc = MJ8 House laces 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 Mall Trunk rb3 Ox 0 840 840 0 0 0 0 Ox 0 VIFx 1 -Fk wrightsoft- 2018-Jul-06 08:57:09 Right -Suite® Universal 2018 18.0.13 RSU24011 Page 2 A . AnastasiaBGRW\Lol8OThornbrookeAnastasiaBGRW rup Calc = MJ8 House laces: W 1 DEL -AIR Duct System Summary Job: LotBOThornbrookeAnast... HUM- = CON111=110lo Date: 7/6/16 N ciil(/ 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 457 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 0.202 in/100ft 840 cfm Cooling 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.202 in/100ft 840 cfm 119 ft Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Mail Actual Ln (ft) Fig.Egv Ln (ft) Trunk blh 2 h 650 42 27 0.318 4.0 Ox 0 V I Fx 5.5 70.0 bth 3 h 752 48 30 0.311 4.0 Ox 0 VIFx 7.1 70.0 loft h 1119 72 58 0.203 6.0 Ox 0 VIFx 33.0 85.0 st2 open to below c 2092 89 111 0.274 6.0 Ox 0 VIFx 17.5 70.0 open to below -A c 2092 89 111 0.286 6.0 Ox 0 VIFx 14.0 70.0 rm 2 c 3643 184 193 0.270 8.0 Ox 0 VIFx 18.8 70.0 rm 3 c 2176 111 115 0.206 6.0 Ox 0 VIFx 31.5 85.0 st2 rm 3 wic h 487 31 20 0.202 4.0 Ox 0 VIFx 33.7 85.0 st2 rm 4 h 2167 139 135 0.281 6.0 Ox 0 VIFx 15.5 70.0 stairs C 757 35 40 0.306 6.0 Ox 0 VIFx 8.6 70.0 Name Trunk Type Htg cfm) Clg cfm) Design FR Veloc fpm) Diam in) H x W in) Duct Material Trunk st2 Peak AVF 213 193 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 Mail Trunk rb2 Ox 0 840 840 0 0 0 0 Ox 0 VIFx wrightsoft- 2018-Jul•06 08:57 09 A • • . w.- _ .. Right-SuileG Universal 2018 18.0 13 RSU24011 Page 3 AnastaslaBGRW\Lo180ThornbrookeAnaslasiaBGRW rup Calc = MJ8 House laces W 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot80ThombrookeAnastasiaBGRW Builder Name: Taylor Morrison Street: 457 Rocky Grove Lane Permit Office: City, State, Zip: Sanford , FL , 32771 Permit Number: Owner- Jurisdiction: 691500 Design Location: FL, Orlando COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous au barrier shall be installed in the building envelope. Air -permeable insulation shall The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier Windows, skylights The space between window/door jambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spac as. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be au tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover plates and walls or ceilonas. a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 7/6/2018 8 54 AM EnergyGaugeO 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) EnergyGauge® - USRCSB v6 0 7/6/2018 8:54:20 AM Page 1 of 1 FORM R405-2017 Envelope Leakage Test Report Performance FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Performance Method Project Name: Lot80ThornbrookeAnastasiaBGRW Builder Name. Taylor Morrison Street: 457 Rocky Grove Lane Permit Office: City, State, Zip: Sanford , FL , 32771 Permit Number: Design Location: FL, Orlando Jurisdiction: 691500 Cond. Floor Area:: 2582 sq.ft. Cond. Volume: 23678 cu ft. Envelope Leakage Test Results Regression Data: L n: Sinale 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 lest, 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: - - — -- --- -- 7/6/2018 8:54 AM EnergyGaugeO USA - FlaRes2017 - Section R405.4 1 Compliant Software OF-v14E Sr4 2 Vo c a X9G','--<Oo WsItV Page 1 of 1 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: 457 Rocky Grove Lane Permit Number: Sanford , FL , 32771 MANDATORY REQUIREMENTS See individual code sections for full details. SECTION R401 GENERAL R401.3 Energy Performance Level (EPL) display card (Mandatory).The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 InstallationThe components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i) or an approved third party. A written report of the results of the lest shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3. Interior doors, if installed at the time of the test, shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems, if installed at the time of the test, shall be turned off. 6 Supply and return registers, if installed at the time of the test, shall be fully open. R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air Where using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. R402.4.3 Fenestration air Ieakagd Vindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0 3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMA/ WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. 7/6/2018 8:54 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential. R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SECTION R403 SYSTEMS R403.1 Controls. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the 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 lightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553 993(5) or 7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes, to be "substantially leak free" in accordance with Section R403.3.3. R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. 2. 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)Healed water circulation systems shall be in accordance with Section R403 5.1.1 Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 7/6/2018 8:54 AM 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 tilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole -house mechanical ventilation system fan efficacy. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. 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. Healing 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 MAXIMUty CFM) Range hoods Any 2 8 cfm/watt Any In -line fan Any 2.8 cfm/wall Any Bathroom, utility room 10 1.4 cfm/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 7/6/2018 8 54 AM EnergyGauge® USA - FlaRes2017 - FBC 61h Edition (2017) Complia Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1. R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7 1. R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized 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. 7/6/2018 8:54 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 4 of 5 R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard R403.11 Portable spas (Mandatory e energy consumption of electric -powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps. Exception: Low -voltage lighting. R404.1.1 Lighting equipment (Mandatory)Fuel gas lighting systems shall not have continuously burning pilot lights. 7/6/2018 8.54 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of 5 Transfer ducts/proles shed In dconance .nh Florida R-ld—tl.l IWdinp Code - M1602.4 Valanced Return Al,, eviceptbns 1-3. 3,4der must provide unrestricted 1 Inch undercut on doors to haoltaale M 16.16 rapU114OWNEIfSSUfiE75 12s12 I. cdI11L-------J 2.0 TV V/5K1 E2-oV IPM aea 42X42 A/C SLAB 1e•10 wen • • wotform Oy BY BLDR MIN mdr n C 2' FROM WALL sCal. 1/e•10 to wall cap w/fan Nutone 696RN Pkitchen vent to ..II,C.a I IraB 1•ctl IIIISSII E'' I r/I} 1LUY—l1 I Y I rrI I I 1 1 1 i CAIt GtiAACf I I I 11 >7 Rt Ij• 'II 11 r I d g ilo o I 1,F Mac alI a' Irawc r•o e I SfRI Ausr LL eYIYI v ema • L Rating Must hove a minimum clearance of 4 Inches around the air handler per the State Energy code. All duct has an r 6 Insulation value. 4- u a N g O N lis $ S fill QaQaQ z m zo w w C>_ F- In z O N LIJ Y 0Q O N r Qoaao o 00zN JN r \ C3 az03: Q _J zo r N O] w •• > z O z w 3: J Q F- Co F- Q J O 0 Q MCLJ(n00 yr ws+ IpOSI »ow wow 3 Id G mew Mew IowW •now T eWR RMw > 641 paw UN)w5 WfDY bW E4aUfdUM,V&"K R J Z SBt TO e-K•Mao .0151TIFOCOCt 15 ' F W&S, :l4Ql. Of.. OR IDO 41A7L iGl e R e••X-71 O 1 I I I l L • mJ t1 r'M ° MI 6L { y ID. 6 I III 1• cd 10.6 I•cd 60 rpp 113 e w[ 6• 6 1 I 1 10.6 I.ctl 10.6 1. d B. 4 1•1tl WGaer I 6' 6' 1 20 1' 01 meta to provide o/c oust clnGe I 9' I IW u 1 i4. Ia.6 aI 12v12irep' Ti 6' D. rap 6. 1D.6 16.16 r.g 1•ca 11 r n.l ac 93 hl 3 j ff I4. 9 1•[tl eei f i^ B I elel•• u f9 S I30 O cI II7 renf ier fluC tc/Orel•[ Glzetl In wew 20T13NV/5KV 22.0V IPH u.t• aolae e• e co•pllpnce •Ith ilorlde Residential IY. 10 Alen Bulwq Code - M1602.4 Balanced ale tForn b Y® Return N e,ceptlonc 1-3. Wetlrr bldr ec. te 1/B'•1'0' 3' both duct to roof cap t provide urreserlcted I Inch under•., on doors to habitable roan[. w/ fan Nutone 696RNB Must hove a minimum clearance of 4 Inches around the air handler per the State Energy code. All duct has on r=6 Insulation value. 6 O ts N 1D N CO g k)ONCOt(' T\ V V a 0 SZ . u tat r•wry —3 um LLa'9oelY• Cl a.. ppo i CIeG IUO • aQQQQ z m O S2 NW W \ \ CD D N I- R 4t IO. DMG••Gl l• a .•l ae10.Of W Y O Q o M o o — 0) z cU jV) Q \ 0 TL, azo= \--) Q-, D L Rating z Oi N M Lu > z 0 z o L 3 J Q F- Ca H Q 5 J O Z) Q Cr CD EL J(n00 I 3" WASTE STACK FROM 2ND FLOOR TERMIPVATIMG TO THE LST FLOOR AAV gyronm j '` - '. may'. BAP'=EA.H Jfit'_ - t i 1it r yam[ i TAYLOR MORRISON HOMES THORNBROOKE S.F. Xp V• __ z'_. HOUSE TYPE: ANASTASIA LOT 80 s OPT: SHW ILO TUB BTH 2 IST FLOOR i cil I 7 it L4-H fill TAYLOR MORRISON HOMES THORNBROOKE S.F. HOUSE TYPE: ANASTASIA LOT 80 OPT: SHW ILO TUB BTH 2 2ND FLOOR 11111111 fill it Ll 1 f BATH 2 If j BATH 3 ItIt 1 3" WASTE STACK FROM 2ND FLOOR TERMINATING TO THE 1ST FLOOR f-F-1 I i Ljt if It L it I i. 1 .1 f DESCRIPTION AS FURNISHED: Lot 80, THORNBROOKE PHASE 4, as recorded in Plat Book 81, Pages 70 thru 71, Public Records of Seminole Count Florida. RECORD COPY PLOT PLAN FOR/CERTIFIED TO: Taylor Morrison of Florida, Inc. LOT 79 1,6r 5.00' 2 koO O O LEA O co a 5.00' TRACT J OPEN SPACE/RECREATION N 00°1455" W A 40.00' C01 I i S KD 0 31300 AUG 2 0 201 g PLllNf•1"r1( C IIrR1T Ok to construct single family home 19.80' 19.80' 19.80 with setbacks and impervious area shown on plan. C. - 2 Anpstas;Q 15.7' s °j. G( St COVERED v PATIO 5 14.3' . 00' LOT 80 CN Lr) PROPOSED RESIDENCE MODEL: ANASTASIA O O2CARGARAGERIGHTO L LOT 81 O1 OC11O C,L 5.0' ENTRY 21.3' 5.00' S — L16' DRIVE l — 1 25. 20 5.20' 10' UTIL. E:MJ I / P. C. 1 19.26 WALK L_ h CURB N 00R14 '55 " W 40. 00' ROCKY CARD VAT LAND) 50' R/W UTILITY AND ACCESS) COO Q L PROPOSED = FINISHED SPOT GRADE ELEVATION PER DRAINAGE PLANS BUILDING SETBACKS PROPOSED DRAINAGE FLOW FRONT - 25' LOT GRADING TYPE B REAR = 15' PROPOSED F.F. PER PLANS = 23.2' ++ SIDE = 5.0' PROPOSED GRADE PER CONSTRUCTION PLAN ++ SIDE CORNER = 10' PLOT PLAN ONLY*' NOT A SURVEY) LV I = 4,15DU 5V.r 1. LIVING = 1,467 SO.FI GARAGE = 455 SO Fr ENTRY = 71 SO. FT LANAI = 139 SO FT BREEZEWAY = N/A SO.i7. DRIVEWAY = 403 SO.FT. A/ C PAD = 18 SO. FI. WALKWAY = 70 SO.FT. IMPERVIOUS= 54.6 % 2, 623 SO.F7. son = 7 177 SO.FI R/ W = 320 SO r7 APRON = 53 SOl7 SIDEWALK = 200 S0.1-1. SOD = 67 SO.! 1. PROPOSED INFORMATION SHOWN ANtA = 5,120 50.1 1. BASED ON SUPPLIED PLAN DRIVEWAY = 457 SO F'7. AND/ OR INSTRUCTIONS PER SIDEWALK - 270 SO.FT. CLIENT( NOT FIELD VERIFIED) SOD = 2,244 S0.1 T. CR USENMEM? - SCOTT ASSOC, INC. - LAND SURVEYORS LEGEND - LEGEND - 5400 E. COLONIAL DR. ORLANDO. FL. 32807 (407)-277-3232 FAX (407)-658-1436 P rPLAT FIELDPDy IYP. POINT ON LING TYPICAL NOTES: II' ON PIPE PAC. POINT Or RCVCRSC CURVATURE I THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF IH IRON ROD PZ.0 POINT [IF COMPOUND CURVATURE PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER SJ-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027. FLORIDA STATUES C r•. UNCVEiE IwNUM[Ni RAD RADIAL 2. UNLESS EMBOSSED WITH SURVEYOR'S SIGNATURE AND ORIGINAL RAISED SEAL. THIS SURVEY MAP OR COPIES ARE NOT VALID. SriFEC IA PEG. 2' IR. •D 4596 NA, WITNESS AL WITNESSSURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS PA B. POINTRECOr POINT DFBEGINNINGCALW.P AIL[. EDINTCALCULATED 0. OR CASEMENTSTNAT AFFECT THIS PROPERTY. P.II C. POINT Or COMMENCEMENT ARM PERMANENT REFERENCE MONUMENT 4, NO UNDERGROUND IMPROVEMEMS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. CCNTCRLINE FF. FINISHED FLOOR ELEVATION 5. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TD AND SHOULD NOT BE REUED UPON BY ANY OTHER ENTITY. NLD NAIL L DISK BSL tUILDING SETBACK LINE 6. DIMENSIONS SHOWN FOR THE LOCI OON OF IMPROVEMENT$ HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY UNES. v/•: RIGHT - Or -VAT EASEMENT B. IM. B.B. BENCHMARK BASE BLARING 7. BEARINGS, ARE BASED ASSUMED DATUM AND ON ME LINE SHOWN AS RISE BEARING (B.B.) DRAIN GRAIN DRAINAGE S ELEVATIONS. IF SHOWN, ARE BASED ON NATIONAL CEODC7IC DATUM Of 1929, UNLESS OTHERWISE NOTED. UL T IT. . CERTIFICATE OF AUTHORIlATION No. 459e CLr CHAIN • CHAIN LINKFENCE DFC. WOOD FENCE C/8 CONCRCTC BLOCK SCALE — I• - 20 — DRAWN BY: •'• pC. P. TDC`CPOINT Of CURVATURE POINT Dr TANGENCY D[SCRIPi1ON CERTIFIED BY: DA fE ORDER No. R L RADIUSARC LENGTHPLOTPLAN 07-06-2018 4405-18 IT• C CHODELTACHORD C.Y CHORD BLARING NORTH THIS DUILDINC/ PROPERTY DOES NOT LIE WITHIN J THE CSIABLISHEO100YEARFLOODPLANEASPER "FIRM' TOT. X. CRUSENM)RL R, R. L.S. / 4714 LONE •X' MAP / 12117E 0055 F JAMt SCOTT, . / 4801 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 SUBDIVISION VOLT/AMPS LARGEST LOAD: HEAT PUMPS W/SUPPLEMENTAL HEAT 15572 Includes Heat Pump and Heat Strips on together @100%. Square feet Irving area 1 25851 3 volt/amps Small Appliance Circuits 3 Laundry Circuit 1 Dishwasher 1 Water Healer 1 Range 1 Oven Cooktop Microwave 1 Dryer 1 Disposal 1 Pool misc misc TOTAL OTHER LOAD FIRST 10KVA@100% 10,000 REMAINDER @ 40% 9742 LARGEST LOAD 15572 TOTAL LOAD 35 314 V.A./ SIZE RECOMMENDED 1 200 SERVICE SIZE: 240VOLTS= 1 147 MINIMUM PER 150 NEC 7755 4500 1500 1500 4500 8000 0 0 1100 5000 500 0 34355 2 2.5 3 3.5 41 51 OTY KW 4032 10000 6500 5040 10000 6500 5280 10000 6500 6168 8000 5200 1 6888 8000 5200 1 8160 10000 6500 10 KW SETUP TON OTY KW 1.5 2990 5000 3250 0 2 1 4032 5000 3250 7282 2.5 1 5040 5000 3250 8290 3 5280 5000 3250 0 3.5 6168 5000 3250 0 4 6888 5000 3250 0 5 5 KW SETUP 8160 5000 3250 0 15572 POOL PRE. RES OTu1' AMPS 60 240 0,' 100 240 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. 1 Z G CJi a0 stir 0 p u+ v rr'n!?n (-OPy City of Sanford Building and Fire Prevention Product Approval Specification Form Permit # # 18- 3 1 3 8- Project Location Address: Anastacia, Lot 80, 475 Rocky Grove 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-R3, .6 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 FL17676.2,9,1610157 Horizontal Slider Casement Double Hun Fixed MI Windows Frame Fixed Glass FL18644.0 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-RI Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shin les 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-R6 Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Commercial Concrete Quality Precast FL1774-R5 Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products HVAC Tie Down BMP International HVAC Tie Down FL14239-R4 Applicant's Signature Applicant's Name Please Print) June 2014 ENGINEERING PACKAGE Builder: TAYLOR MORRISON Project: '9A6/9A7 THORNBROOK Model/Building: !258MB/258TB Lot: 80 Block. I Unit: Address: JobNumber: M30074 Revision Date: New Load #: R/01 CARPENTER CONTRACTORS OF AMERICA, INC 3900 AVENUE G. N.W. WINTER HAVEN, FLORIDA 33880 PH (800) 959-8806 FAX (941) 294-7934 L.w ' STRONGBACK BRIDGING GUIDELINES FOR ROOF TRUSSES 1015 OwO PREPARED FROM COMPUTER INPUT (LOADS S DIMENSIONS) SUBMITTED 11 TRUSS MFA Strongback Bridging Guidelines for Roof Trusses Strongbac't bridging for roof trusses is noel a requirement of ANS(-TPI 1.2002 but tt is a strongly recommended guideline by Carpenter Contractors of America. It series 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 W inch. Strongback bridging in roof trusses does not serve as temporary or perrianent 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 N 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 snown on this detail is for generic Illustrative purposes only. The exact location of strongback bridging will be specified by Carpenter Contractors of America. The use of strongback bridging shall in no way interfere with any other design considerations specified by the Engineer of Record or Building Designer. The nailing requirements shown are consistent with ANSIITPI 1-2002 for strongback bridging. N.T.S -clot To Scale) 6aeaogeac6D6et(idsDetfi5638--6SLLOREFAI E IN) Design Crit: TPI.2002(STD)/FBC PLT TYP. Wave C RT-1.00 1 25 10 0 7.31.11 Q'TY:1 FL ] E - ALPINE nW at,wkg Gmpone u areu/ ND. Hire{ 6 FL 33aMFLCOARDZ33 iriun •• nmw uau[Tnrt[ uu ,. rrumina., .TC avrtnae ea wm : n,q. r uuu {n ... nPSFxuauia.ec.'+.{i:u. ai an u, •o dmY .cnn... ui n a.•ax[n r,[,1 v. IJ,. , '• vunn umuru ru cxw mu xirt"nuulr .n•cn, munui.a inn, •rc urta cwn wuw` [ Iler[ll, ITT[[YtD 1111E C[R P:' INIONTAMT••rur a.. [.. o ,.n u,iW n rn [nuu.Tnr nnu<ni. To a wia .n wurar Y [n nT... r[M rx 1, a[n:,, .eT • lYi[ 'JM Tar T,Yi, li [wrnw,•[a vl Tx e"i:u c . u,w,u. ulrrlra, Irnaun a ti.ura a T Duu. I Y, [e{IVA YITY 1M11[Y w1 IlD11II C,a a1 {e{ IwiIIW {[Ilia tr([. {T o i.w doer. . tar... ... mn. Iry I[a vine. Polo ..[ ,urt o nnuuu r.yani> .m, .nD uu[ own [vareal an[. n tia r.a o nni cn, vam r Nrv,u au.To r. nu ru:a•. re mr. ru wnia IUY•1 curls o uru rcwTr.a u r[ruilaua [.iuwiu [u•wunm ,DanT ru rn nn, er m, n tutuuu{ rxt unuum .o au u xu nvcrtn •u an {Deem a ra itanviun nr . in 1a. l.i n,,."`. .[i u{,rT"[ [ .{e. [ S Q. y0 N C$ P\`S NO. a22T2 af9 F •\- f STATE OF q1 r./ h. o F110PJul FO pt6 LL PSF TC OL BC OL PSF BC LL PSF TOT. LD . PSF REF RO81- 48357 DATE 07/28/09 DRW McusRo8i o92o9396 HC- ENG OR/DR AR36 DUR. FAC . FROM SPACING JREF- 1TT0081_Z18 Simpson Strong -Ties Wood Construction Connectors Hangers HUrNUC hangers may be installo d on a rnasonrylconcietu wall as described telow. Additionally, HU hangers wilh one flancde concealed may be. installed simdarty. HU and HUC products are heavy-duty face -mount joist hangers made from 14-gauge galvanized steel. The HUC is a concealed flange (face flanges turned in) version of the HU. HU is available with both Flanges concealed, provided the W dimension is 2'N' or greater, at 100% of the table bad. Specify HUC. HU is available with one flange concealed when the W dimension is less than 2356" at 10096 of the table bad. Specify as an 'it' version and specify flange to conceal. For any HU or HUC shown in this catalog, the user may sutx 1,lute all face nails x•dh 1.? K 1 W Tden 12 screws Model ITN2-251341-11. Follow all installation instructions and rise the Inads hem thlz ritobn. Material: 14 gauge Finish: Galvanized; ZMAXa and stainless steel available Installation: Attach the hangers Io coourste or GFCMU vr316' using hex -head Titrn° 2 scre%vs. l7iten screws for GFCMU (1.4'x 2''+' — Model 71,12-2523f Hl and for.oknc-,rnt(: (1.4: x 1 Yi — Model TTN2-25134" are not prodded -,nth the hangers. Drill the'Sc'-diameter hole to the specified embedment depth plus 1h". Alternatively, drill the '4i diameter hole to the specified embedment depth and blow it clean using compressed air. Caution: Oversized- Lameter holes in the base material Hn0 reduce or eliminate the mechanical interlock of the threads with the base material and will reduce the anchor's k)ad capacity. fder) Installation lcol Kits are available. Ihey include a llie" trill bit and hex -head drnrer tit (Model TTNT01-RC); a Via" z •'- 1-V drill bil is also a,dilable (Model MDb'1541').). A minimum end and edge distance of 1 W is required. Options: For skewed hangers use 75% of latls uplift bad. If hanger vndth is gr aLPj' than 31l+a , then use F.C% of table aovmbad; othurwiso use I W% of table download. Codes: See p.14 for Code Reference Key Chad Concealed flarpes HUC410 116, rn ,. Ph. HUC410 Installed on Masonry Block End Wall HUC410 Installed on Masonry Block End Wall SIMPSON Strong -Tie 0 O 279 A Simpson Strong -Tie- Wood Construction Connectors Hangers (cont.) These products are availatile with additional corrosion protection. For more information, see p. 18. SIMPSON Strong Tie Model No. Fasteners ASowable Loads (OF/SP) CodeGFCMUConcrete Standard Concealed GFCMU Titen' 2 Concrete Titen' 2 Joist Uplift 160) Down 100/125) Uplift 160) Down 100/125) Ref. HU26 HU26X 4) '4" x l?: 4) '%:' x I V 2) 10d x I'h" 335 1,000 335 1,545 HU28 HU28X 6) !4" %1 ,,' 6) %' x 14,." 4) 10d x 1 W 145 1,500 760 2,400 HU210 HU210X 8) !•!" x 14• " 8) !%•" x 145" 4) 10d x 1 h' 545 2,000 760 2.415 HU46 (Man.) HUC46 8) :" x 1?•7 9) '-," x Ili" 4) 10d common 760 2,000 760 3,200 HU46 (Max.) HUC46 12)'A" x 119 12) A" r t 4Y 6)10d common 1135 3,000 1,135 3,950 HU26-2 (Min.) HUC26-2 8) !4" x 1:W 8) 1," x 1?:° 4)10d common 760 2,000 760 3.200 HU26-2 (Max.) HUC26-2 If 2) A" x 144 12)'•;' Y 14': 6)10d common 1135 3,000 1,135 3,050 HU48 (Min.) HUC48 10) x i 1i 10) :1" x 14', 4)10d common 760 1 2,500 760 3,725 HU48 (Max.) HUC48 14)'A" Y 71i' 14)''." • 1"';• 6)10d common 1,135 3,500 1.135 1 4,920 HU28-2 (Min.) HUC28-2 10) :14" x 14, 10) A" x 14y 4)10d common 760 2,SOU 760 3,725 HU28.2 (Max.) HUC28-2 14) .V x i d; 14) Vi" Y 1 •t, 6) 10d common 1135 3,500 1,135 4,920 HU410 (Min.) HUC410 14) A" x 1 •Y; 14l'4" Y 11'4" 6)10d common 1,135 3,500 t,t35 4,920 HU410 (Max.) HUC410 18)1•': x 1'.4 18) -V x 164' 10) 10d common 1,800 4,500 1,800 4,920 HU210.2 (Min.) HUC210.2 14) V4' x 14; 14) t':' r 14; 6)10d common 1, 335 3,500 1,135 4.920 HU210-2 (Max.) HUC210-2 18) !Y Y I M 18)'.S' x 14S 10) 10d common 1.800 4,500 1.800 5,085 HU28X Skew 45' Not ava 1e111e) 6) ;%; x I ." 6) ' " + I "'," 4)10d x 1 h' 670 1,500 670 2,400 _ HSLJLIR26-2 HSUL/RC26-2 12)'A"Y11, 12)'A",1?: 4)16dx2W 900 3,000 900 3,135 HU2e-2 HUC24-2 4) !,:' x 24Y 4) t,." x I r,;° 2) 10d common 380 1,000 380 1,545 HU212 it 12i2Y. 10) %4* x 24V 10)'/; x t•I. 6) 10d x 1 h' 1,135 2,500 1,135 2,665 HU214 11I1214`; 12) A" x. M 12) %4" x 1.4: 6)1Od x 1112' 1135 2,665 1,135 2.665 HU26-2 (Min.) HUC26-2 0.4m.) 8) 'V'x 2 ' 8) !'; x 141:' 4) 10d common 160 2.000 160 3,200 HU26-2 (Max.) HUC26-2 (Max.) 12) A" x _45 021 A" x 1 at 6)10d common 1,135 3,000 1.135 3.950 170 HU26-3 (Min.) HUC26-3 (Min.) 8) !;" x 21'," 6)'.' x I ;!' 4) 10d common 760 F 2, 000 760 3,200 HU26-3 (Max.) IIUC26-3 (Max.) 12) 4 Y i4: 12l , ' x VW 6) 10d common 1135 3,000 1,135 3,950 HU28-2 (Mm.1 HUC28-2 (Kim.) 10)'.: x ^_'Y," 10)'A" x 14", 4)10d common 760 1 2,500 760 3,725 HU28-2 (Max.) HUC28-2 (Max.) 14) Y" x 24, 14) 'lY 11': 6)10d common 1,135 3,500 1,135 4,920 HU210-2 (Min.) HIJC210-2 (Min.) 14) : r 24T 14)'S" x 14','• 6) 1Od common 1,135 3,500 1,135 4,920 HU210-2 (Max.) HUC210-2 (Max.) 181'•'i" x 24+' 181'A" x I4V 10) 10d common 1,800 4,500 1,800 5.085 HL1210-3 (Min.) HIIC210-3 (Min.) 141'A" x 2AV 14) A" Y. ' i'i 6) lOd common 1,135 3.500 1,135 4.920 HU210-3 (Max.) HLJC210-3 (Max.) 18)'.5" Y.24? 18) T' x',4V 10) 10d common 1,800 4,500 1,800 5,085 HU212-2 (Min.) HLIC212-2 (Min.) 16)'•: x 23Y' 16)'•V' x 1;'4' 6) 10d common 1,135 4,000 1.135 4,920 HU212-2 (Max.) HUC212-2 (Max.) 22) W x 2?:' 22)Va 1'`;" 10) 10d common 1.350 5,085 1,350 5,085 HU212- 3 (Min.) HUC212-3 (Min.) 16) 5' x. 2W It 6) '/" x. 145' 6)10d common 1,135 4,000 1.135 4,920 HU212- 3 (Max.) HUC212-3 (Max.) 22) 34- r 21: 22)'A' x 1 w" 10) 10d common 1,800 5,085 1.800 5,085 HU214- 2 (Min.) HUC214-2 (Min.) 181 Y!' x 2-W 081 4" x. 135 8)10d common 1,515 4,500 1,515 5,085 HU214. 2 (Max.) HUC214-2 (Max.) 24) 'V x 2-W' 2.4) W' x V'," 12)10d common 2,015 5,085 2,015 5,085 lIU214- 3 (Min.) IIUC214-3 (Mal.) 18) A x 2VW 18) T' Y. ' 1f 8)10d common 1,515 4,500 1,515 5,085 HU2143 ( Max.) HUC214-3 (Max.) 24) :' Y..2•V 24)',:" x i-'Y<' 12)1Od common 2,015 5,085 2,015 5,085 HU216 HIJ216 18)'.'+' x 2i'," 18)1•1" x VW' 8) 10d x 1'h" 1,515 2,920 1.515 2,920 lIU216- 2 (Min.) IIUC216-2 (Min.) 20)'-a' e 2W' 201 VY r 1 Y' 8)10d common 1,515 4,920 1.515 4.920 HU216- 2 (Max.) IIUC216-2 (Max.) 26) A , iW 26)'/' r 1"," 12) 10d common 2,015 5,085 2.015 5,085 HU216- 3 (Min.) HUC216-3 (Min.) 20)'-:' x i}:' 20) 55" r 1 Y:' 8)10d common 1,515 4,920 1,515 4,920 IIU216- 3 IIUC216-3 (Max.) 12) 10d common 2,015 5,085 1 2,015 5,085 1. Uplift bads have been increased for earthquake or w rid duration with no further increase m allowed. r tlu^n vown nth.pr bads govern. 2. Minimum f c = 2.500 psi and minimum I'm = 1,500 psi. 3. Wien only one flange is (:oneealad speray right or left wicealed flange. 4. Models with 'X' are not stock items. FWu.; is v1A be insOeo SU;h that 1 ate nal (a fr),c-d % yr-the.% Fasteners: l r•d wnnwon = 0 162' do. x 31c' lung. 16d x 21,V = 0.162' do, x 21ti' brig; t0d c rnrmn = 0.148' dia. x 3- bng 10d x 1 W = 0,148' o.a. x t ti' Icnc. TTN2-20134H = ' r V-- Titen 2 TTN2-25234H = ?:' x 211' Tile, 2, TTN'251241H = Titen ; ' x 11." aid TTW252S4H = TCe, x ill' „ ; nleo be use i a• full 43h1c bar,:). See pp. 26-27 !,n oiher na 1., izm and Wormaicn. 280 UPDATED 04/ 17/17 Simpson Strong -Tie= Wood Construction Connectors SIMPSON Stro><Tie Hangers (cont.) These products are available voth additional corrosion protection. For more information, see p.18. Model No. Fasteners Allowable Loads(OF/SP) CodeGFCMUConcrete Standard Concealed GFCMU Titan* 2 Concrete Titan' 2 Joist Uplift 160) Down 100/125) Uplltt 160) Down 100/125) 8e1. HU44 HUC44 4) iT . 7. .' 4) 9:" : 1?:" 2)10d common 380 1,000 380 1,545 HU46 (Mn.) HUC46 (Min.) 9) !'." x 2:W B) 'A" x 1 i; I 4)10d common 7G0 2,000 760 3.200 HU46 (Max.) HUC46 (Max.) 12) 4" x 2 " 12)'- " x 1?T 6)10d common 1,135 3,000 1.135 3,950 HU48 (Min.) HUC48 (Min.) 10) %; r . -%,. 10) 1-W 4110d common 760 2.500 760 3,725 HU48 (Max.) HUC48 (Max.) 14) ?•;" . 2V 14) 1,;' 411W 6)10d common 1,135 3.500 1,135 4.920 HU410 (Min.) HUC410 (Min.) 14) '/.' x 2 W 14) A' x J ;i' 6) 10d common 1,135 3.500 1.135 4,920 HU410 (Max.) HUC410 (Max.) 18) !'.' • -. Ili) !: • I • ." 10)10d common i.800 4,500 1,800 4,920 HU412 (Min.) HUC412 (Min.) 16) !4"; 2"; 16)1.4' : 1 .' 1 6) 1Od common 1,135 4,000 1.135 4,920 HU412 (Max.) HUC412 (Max.) 22)14" x 2:W 22) " V a 1 x." 10) 10d common 1,800 5,085 1,800 5.085 HU414 (Min.) HUC414 (Min.) 18) /4' • 2^,,, 16) r; r I'W' 8) 10d common 1.515 4.500 1,515 5,085 HU414 (Max.) HUC414 (Max.) 24)'4 x 2?." 24)' x 1 ." 12)10d common 2.015 5,085 2.015 5,085 HU416 (Min.) HUC416 (Min.) 20)'.1' x 23: 20)14" x 13?- 8)10d common 1.515 4,920 1,515 4,920 HU416 (Max.) HUG416 (Max.) 215) t4" x 21/" 26)':: < 1 W 12)10d common 2,015 5,085 2,015 5,085 HU66 (Min.) HUC66 (Min.) 8) !4 x 2M- 8) Y: • 1 tl." 4) 16d common 900 2,000 900 3,200 HU66 (Max.) HUC66 (Max.) 12)!'.` • 21.' 12)!" r 1?1' 6) 16d common 1,345 3,000 1.345 3,950 HU68 (Min.) HUC68 (Min.) t0)'.;" : 2,; 10)1-; x 1 :' 4) 16d common 900 2,500 9D0 3,725 HU68 (Max.) HUC68 (Max.) 14) -4" x 2x'.' 14) 4- x 1 a;^ 6)1Gd common 1,345 3,500 1,345 4,920 HU610 (Min.) HUC610 (Min.) 14) !6' • i .- 14) .4 • I?•i" 6)16d common 1,345 3,500 1,345 4,920 HU610(Max.) HUC610(Max.) 18)'r+'x2:V 16)'4xi:'x' 8)16dcommon 1,795 4,500 1,795 5.085 HU612 ( Min.) HUC612 (Min.) 161 %Y' x 241" 16) l5" x 1 W 6) 16d common 1,345 4,000 1,345 4,920 HU612 ( Max.) HLIC612 (Max.) 2 2) A" x V'V 22) !:" x 1?:' 8)16d common 1,795 4.920 1,795 4.920 170 HU614 ( Min.) HUC614 (Min.) j18) -'+' x 2?' 18) 14, x 1 8) 16d common 1,795 4,500 1.795 5.085 HU614 ( Max.) IIUC614 (Max.) I (24)! x 21. 24),,"x 1-% 12)16d common 2,Ut5 5.085 2,015 5,085 HU616 ( Min.) HUC616 (Min.) 20) ':V x Fi; 20) !; < 1?: 8) 16d common 1,795 4,920 1,795 4,920 HU616 ( Max.) HUC616 (Max.) 26)'.-V x 2:" 26)',V x 1?T 12) IN common 2,015 5,085 2.015 5.085 HU7 ( Min.) Not available) 12) : • 1 `- 12) :" v 1 15' 4) 10d x 1'fi' S.S 2,980 760 2,980 HU7 ( Max.) Not available) 16) 'S" : - y7 16) ; I?6" 8) 10d x 1 h" 1,085 3.485 1,085 3.485 HU9 ( Min.) Not available) 18) x 14t' 18) : x 1"," 6) 10d x 11h" 1,135 3,230 1.135 3.230 HU9 ( Max.) Not available) 24) !'1' • 1?." 24) 4: • 1 tV 10) 10d x 1'h" 1,445 3,735 1,445 3,735 HUII ( Min.) Not available) 22)''S'x 1?S" 22) 14" li'd' 6) 10dx I 1.135 3,230 1335 3,230 HUI1 ( Max.) Not available) 30) A" x 1rr. 30)'•'." x 1 ., 10) 10d x 1'.A" 1,445 3,735 1,445 3.735 HU14 ( Min.) Not available) 28) !C' x 1?." 28) !:" r 1!-" 8) 10d x 1'h" 1,515 3.4a5 1,515 3,485 HU14 ( Max.1 Not available) 36) >7' x VW 36)',V x 1?:' 14) 10d x 1'B' 2.015 4,245 2,015 4,245 HU3. 25I10 Not available) 221 :: x 1','; I (22)':4" x 1•." 10)10d common 1,895 5,085 1,895 5,085 HU3. 25/12 Not available) 24) s" .11: 24) !'v 1 ." 02)1Od common 2,015 5.085 2.015 5,085 HU410- 2 (Min.) HUC410-2 (Min.) 14) ;4" x 11 14) x 1 a," 6) 16d common 1.345 3.500 1,345 4,920 HU410- 2 (Max.) HUC410-2 (Max.) 18) %; • 111; 18)'.: r 1?: 8) 16d common 1,795 4.500 1.795 5.085 HU412- 2 (Min.) HUC412-2 (Min.) 161 x 1?L' 16) ':_' z 1 " 6) 16d common 1,345 4,000 1,345 4,920 HU412- 2 (Max.) HLIC412-2 (Max.) I (22) x i ti- 22)'•:' x t W I (10)16d common 1.800 4.920 1.8C0 4,920 HU414- 2 (Min.) IIUC414-2 (Min.) 20) !:' x 1?'; 20) 44" < 1?•; 8) 16dcommon 1,795 4,920 1,795 4,920 HU414- 2 (Max.) HUC414-2 (Max.) 26)',5" x I:W 26)'4" x 11'." 12) 16d common 2,015 5.085 2,015 5,085 1. Uplift loads have been increases for earthquake or wind duration with no further increase is allowed; rodu,-.l wnr;n other I: -,ark; govern. 2. Minimum f'c = 2,500 psi and minimum f m = 1.500 psi. 3. When only one flange is concealec specify right or left concealed flange. 4. Models with -X' are not stock items. S. Products uhall be install cl 1Ji :nal Tito i' :,cie vs am rwt cxpoa:imd to weatt•er. Fasteners: 16i (.aninon, = 0.1e,2- d;e • 311,' I,xuJ: IF:d x 2! = 0.167 (fa, x 21,4nG ' F.uuJ; 10dcon•r_,•i = .14e' del.( 3' 6xig; 1(ki < I! V = 0.148' ilia. x 1!Y long. T7142-25I.A-I = ;:' < I4i' i Cerr 2' 1-1-142-2523=1-1 ='/.' x 2j:' Fden 2; 71 N25 i3411= Lten'G' x 1y' and TTN252341-1 - Titcri 1.•.' ) ' 1W r•ay ako be. W1sed at tuff lablL leads. See pit- 2(3-27 to other naJ Gr(:c aril nfomnatfco. 281 UPDATED 04/ 17/ 17 Simpson Strong-Tre¢ Wood Construction Connectors w Face -Mount Joist Hangers This product is preferable to similar connectors because of a) easier Installation, b) higher loads, c) lower installed cost, or a combination of those features. All hangers in this series have double shear nailing — an innovation that distributes 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 nails for the same connection. 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 hangers, while providing greater load capacity and bearing than the LUS. HGl JO hangers provide similar capacities as HGUS double -shear hangers, but they use Simoson Strong -Tien Strong -Drive' SDS Heavy -Duty Connector screws instead of nails for faster and easier installation. In addition, the Strong -Drive SDS Heavy -Duty Connector screws help transfer the load between the piles of the supporting girder when they penetrate all piles. Material: See tables on pp. 236-237 Finish: Galvanized. Some products available in stainless steel or 7-MAX' coating; HGLIQ available in HDG; see Corrosion Information, pp. 15-18. Installation: Use all specified fasteners; see General Notes. Nails roust be driven at an angle through the joist or truss into the header to achieve the table loads. Simpson Strong -Tie Strorvg Drive SDS Heavy -Duty Connector screws are supplied with the HGUO. The thickness of the supporting girder roust 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 41f2" 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 Code reference Key Chart a I Double-Shear4DOMB Doi Double- I Nailing Nailing Sid Nal Shear Sidew: 1Avadablo c PgDonot some rn07Topthew ,.„" embendtab U.S. Parer tier af5 1'.(i for,ir5 r l B i LUS28 6HHUS210-2 GrMUS28 SIMPSON StrougTie a D 0 n./ V HUS210 HUS26, HUS28, and HHUS similar) Typical HUS26Installation with Reduced Heel Height Truss Designer to provide fastener quantity for connecting triultiple mernbels toyether) a. 235 LUS/MUS/HUS/HHUS/HGUS/HGUQ Face -Mount Joist Hangers (cont.) These products are available with additional corrosion , These products are approved for installation with the Strong -Drive - protection. For more information, see p.18. SD Connector screw. See pp. 39-40 for more information. Model No. Min• Heel Height Ga. Dimensions (in.) Fasteners W I H 8 Carrying Member Carried Member Single 21f Sizes LUS24 2% 18 1*1• 31.S 12/1 4) 10d 2) 10d LUS26 41A 1%, 4a4. 1V4 4)10d 4)10d MUS26 4"Aa 18 IM6 yak 2 G) l0d 6)10d HUS26 4V% 16 1% 5% 3 14)16d 6) 116d HGUS26 4Yx 12 1% 5% 5 20)16d 8)16d LUS28 4Y. 18 1%. 6% 1% 6)10d 4)i0d MUS28 6ym 18 1!L 61is 2 8) lod 8)10d HUS28 61h 16 1% 7 3 22)16d 8)16d HGUS28 6%6 12 1% 71h 5 36)16d 12)16d LUS210 41/. 18 1%6 7'a1x lay 8) 10d 4) 10d HUS210 8% 16 1% 9 3 30)16d 10)16d i.See table below for allowable loads. LSIMPSONie DF Allowable Loads SP Allowable Loads SPF/HF Allowable Loads Model No. Upltftl 160) Floor 100) Snow 115) Roof 125) Wlnd I60) If 160) Floor 100) Snow 115) Rool 125) Wind I60) Uplittl 160) Floor 100) now 115) Roof 125) Wind 160) Code Ref. Single 2x Sizes LUS24 490 670 765 825 1,045 490 725 830 895 1,135 420 575 655 70.5 895 I.IIS26 1,165 865 990 1,070 1,355 1165 940 1,075 1165 1,475 1.005 740 845 915 1,160 MUS26 1,090 1,295 1,480 1,605 1,825 1,090 1,410 1 1.610 1,745 1,825 940 10 1,265 1,370 1,570 17, FL. Ll7 HUS26 1,550 2,%2U 3,095 3,335 3.335 1.550 2,950 3,335 3,335 3.335 1,335 E2,330 2.650 2,820 2,865 HGIIS26 1.Az.0 4,30 i 4,8R5 5,230 5,3911 1,01,11 4,725 5,290 5,M 5,390 q(15 3,750 4,200 4.500 4,635 11 LUS28 1.16,5 1,100 1,255 1,360 1.725 1,165 1.200 1,365 1,480 1,835 1,005 940 1,075 1,165 1.475 MUS28 1,555 1,730 1,975 2,140 2,645 1,555 1.880 2150 2.330 2,645 1,335 1,475 1,690 1,830 2,275 17, FL, L17 IIU628 2,000 3,965 4120 4,220 4,335 2,000 3,790 3,960 4,070 4,335 1.720 2,905 3,Q35 3.125 3,435 HGUS28 1,790 6,745 6,970 7,125 7,275 1,Nf) 6,4G0 6.705 6,670 7,275 1,540 4.960 5,160 5,290 5,745 I'I I.US210 1,165 1,340 1,525 1,650 2,090 1.165 1,445 1,660 1,795 2.270 1,005 1,145 1,305 1.415 1,745 17, FL, HUS210 3,000 4.255 4,445 4,S%5 5,020 3,000 4.105 4,310 4,450 4,930 2,580 3,150 3.3IS 3,425 3,815 L77 Note: For dimensbru and fastener Wormadon, sea table above. See table footnotes on p. 237. HHUS/HGUS See Hanger Options information on pp. 121-123. HHUS - Sloped and/or Skewed Seal HHUS hingers can be 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 sloped only or sloped and skewed hangers, the rnaxirnurn allowable download is 0.65 of the table bad Uplift loads for sloped/skewed conditions are 0.72 of the table bad, not to exceed 2,475 lb. The joist must be bevel -cut to allow for double shear na,ling HGUS - Skewed Seat I HGUS hangers can be skewed only to a maximum of 45°. Allowable bads are: HGUS Seat Width Joist Down load Uplift W < 2• Square cut 0.62 of table 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 load 0.41 of table load W > 6' Bevel cut 0.85 of table load 0.41 of table load 236 cute I \ side 0° \ V NY Speedy angle Top Yew HHUS Hanger Skewed Right Joist must be bevel cut) All Joist nails installed on the outside angle (non -acute side). Simpson Strong -Tie= Wood Construction Connectors Hangers These oroducts are available with add.tional corrosion Fr These products are approved for installation with the Strong-Drive"'protection. For more information, see p. 18. SD Connector screw. See pp. 39-40 for more information. a e SIMPSON fSti oiigTie Min. I Immersions (In.) Fasteners I OF/SP Allowable Loads SPF/HF Allowable Loads CodeModel No. Heel HC19hf Ga. W H 8 Carrying Member Carried Member Uplift 160) Floor loll) Snow 115) Root 125) Wind 160) Uplift 160) Floor 100) Snow 115) Roof 125) Wlnd 160) Ref Double 2x Sizes LUS24-2 21/. 18 31A 1 3'A 2 1 (4)16d 2)16d 440 800 1 910 985 1,250 380 680 780 845 1,070 LUS26-2 4% 18 31A 4h 2 4)16d 4)16d 1,165 1,030 1,180 1,280 1.625 1 1,ODO 880 1_010 1,090 1,385 FL HHUS26-2 49u 14 31A6 5% 3 14)16d 6) 16d 1,550 2,785 3,155 3.405 4,265 1,335 2.390 2,710 2.925 2,665 I/, L17, HGUS26.2 4%6 12 347ic 57% 4 20) l6d 8)16d 2155 4,355 4,575 5.230 5575 1,855 3,750 4.200 4.500 4,795 HGU026-2-SDS3 5h 121 33Sc 1534, 4 02) 1,4" x 3' SDS 4)'/.' x 3" SDS 1.635 5.040 5,565 5.565 5565 1,175 3.630 4,005 4.005 4,005 FL LUS28.2 4% 18 3% 7 2 6)16d 4)16d 1,165 1,315 1,500 1,625 2,060 1,000 1,125 1,285 1.390 1.765 HHUS28-2 61A6 14 341. 71/, 3 16d 16d 2,000 4,210 4,770 5,140 6,440 1.720 3,615 4,095 4,415 5,371 17, L17, FL HGUS28-2 69f1 12 34u 7:Y. 4 36)16d 12)16d 3,235 7,460 7.460 7,460 7.460 2,765 6.415 6.415 6.415 6.415 HGU028-2-SDS3 7Y 12 34K 7.34c 4 20) Yi x 3' SDS Y,' x 3" SDS 2,565 7,330 7330 7330 7330 1,845 5,280 5,280 5,280 5,280 FL LUS210-2 6% 181 3'h 9 2 8)16d 6j 16d 1,%45 1,830 2090 2,265 2,870 1500 1,565 1,785 1,935 2755 HHUS210-2 B* 141 3;b 87h 3 16d 0)16d IN!) 5,635 6,380 6,880 7,165 13,525 4,635 5,270 15,380 5,765 17, L77 FL HGUS210-2 8911 12 N, 91f1 4 46)16d 06)16d 4,095 9.100 9,700 9,100 9,100 3,525 7465 7730 7,825 7.825 HGU0210-2-SDS3 9). 12 3441 93u 4 28) 1/ x3'SDS 8) A x3"SDS 3,440 7,415 7415 7.415 7,415 2.475 5,340 5,340 5.340 5.340 FL Triple 2x Sizes HGUS26-3 4% 12 4'Vic 1 5 h 1 4 1 (20) 16d 8)16d 2,155 14,35jr 14,875 5.230 5,5751 1,855 3.750 4.200 41500 4,795 17, L17 FL HGU026-3-SDS4.5 5)6 12 41Mc 51h 1 4 12)'/.'x4'h'SDS 4)'/'x4'h'SDS 1,63515,0401 1,165 5,165 5165 1,175 3.630 3,720 13,720 13,720 FL HGUS28-3 61446 12 14'4161 71A 1 4 1 (3G)16d 12)16d 3,235 7460 17.460 7,460 7,460 2,785 6,415 6.415 1 G,415 16.415 17, L17 FL HGU028-3-SD54.5 7'/. 12 4111; 71/4 4 20) y' x 4'h' SDS 6)'A" x 4'ri SDS 2,565 8,400 9,175 9,175 9,175 1,845 6,050 6.605 6,605 6.605 FL HGUS210-3 81446 12 4'4k 91/. 4 1 (46)1Gd 06)16d 4,095 9,100 9,100 9,100 9,100 3,525 7,825 825 7,825 7,825 17, LIZ FL HGU0210-3-SUS4.5 94i 12 14'•Rc 9 /4 4 28)'A" x 4'h' SDS Fq',6" x 4!i SDS 3.440 9,745 9,%45 9.745 9,745 2,4'/5 7,015 7015 015 7015 IL HGU5212-3 10% 12 4'411 I0-N 4 56116d 20)16d 5,045 9,600 9,600 9,600 9,600 4.335 8,255 8,255 8,255 8,255 FL HGUS214.3 12c/a 12 4"1 12;0 4 66)16d 2)16d 5,515 10.t00 10,100 t0.t00 10,100 4,745 815M 8.685 8,685 8.685 17, L17 Ouadruple 2x Sizes HGUS26-4 51A 12 691c I 57h1 4 0 16d 8)16d 2.155 4,355 4,875 5.230 5575 1,855 3,750 4,200 4,500 4,795 T. L17 FL HGU026-4-SOS6 514 12 6A6 5% 4 1 (12) %.' x 6' SOS 4)'/."x6"SOS 2.375 5,040 5,165 5,165 5,165 1.710 3.630 3,720 3,720 3,720 FL HGUS28-4 7% 121 6%, 7:& 4 1 (36)1Gd 12)16d 3,235 74GO 7,460 7460 7,460 2,765 G,415 6,415 6,415 6,415 17, L17 FL HGU028-4-SDS6 7'/. 12 6%6 7451 4 20)'/," x 6' SDS 6) ''/,' x 6" SDS 4.020 8,400 8,860 8,860 MO 2,890 6,050 6,380 6.380 6.380 FL HGUS210-4 9 % 12 6941 9K1 4 46)16d 16116d 4,095 9,100 9,t00 9100 9,100 3,525 7,825 7825 7,825 7,825 17, L17, FL HGU0210-4-SDS6 9Y. 1216%, 1941. 4 28)'/i x6-SOS 8)'/'x6"SOS 4.170 10.260 10,260 10.260 10,260 3,000 7385 7385 7385 7385 FL HGUS212-4 1053 12I 6% 10% 4 56j l6d RO) 16d 5,045 9,600 600 9,600 9,(i00 4,335 8,255 8,255 8,255 1,255 17, L17, FL HGUS214-4 12c,5 12 65k 12Si 4 66)16d 22)16d 5,515 10.100 10,100 10,100 10,100 4.745 8,685 8,685 8,685 8,685 4x Sizes LUS46 4* 18 34 c 144. 1 2 4) 16d 4)16d 1,165 1,030 1,180 1,280 1,625 1,000 880 0 1,385 HGUS46 4'/c 72 3% 4% 4 20)16d 8)16d 2.155 4,355 4.875 5,230 5.575 1,855 3.7500 4,795 17, L17. Fl. HHUS46 011 14 3% SIN 3 14)l61 616d 1.550 2.790 2,160 3,410 4.265 1.335 2,39025 3.665 H0004G- SDS3 Sl4 12 3% 4h 4 12)'/,-x3'SUS 4)'/.'.3"SDS 1,G35 5,040 5,165 5,165 1G5 1,175 3,6.300 t3,7203,72O 3,720 rL LUS48 4* 18 3%. 6'/ 2 6)16d 4)16d 1,165 1.315 1,500 1,625 2,060 1.000 1,12501.765 HUS48 6 h 14 3'A. 7 2 16d 6)16d 1,5% 1.595 1,815 1.960 2.470 1,550 1,3650 2.115 FL HHUS48 6'h 14 34fi 75i 3 22) t6d 8)16d 2,000 4.215 4,770 5,150 16.440 1,720 3,615 4,095 4.415 5535 I/ L17 HGUS48 6766 12 3% 7$4 4 3bj16d 12116d 3,235 7,460 7,460 7,460 7,460 2,785 6.415 6,415 6,415 6415 HGU048- SDS3 7% 12 3% 6h 4 20)'/.'x3'SDS 6)'/"x3'SOS 2.565 7.330 7330 7330 7,330 1.845 5.280 5.280 5,280 5.280 FL I. US410 61/. 18 3h1 8'/. 2 8) 16d 6)16d 1,745 1,830 2,090 2,265 2,870 1.500 1,565 1,785 1,935 2455 HHUS410 83b 14 3% 9 3 30)16d 10)16d 3,745 5,640 6.385 6.890 7,165 3,440 4,835 5.480 5,910 6.165 17, L17. FL HGUS410 87ii1 12 3% 9'hc 4 46)1Gd 16) 16(1 4,095 9,100 9,100 9100 9,100 3,525 7825 7825 7825 7825 11GU04IO- SDS3 9'/. 12 396 8h 4 28114%3"SDS 8)W'x3"SDS 3.440 7415 7,415 7415 7,415 2,475 5,340 5,340 5,340 5,340 rL HGUS412 107AE 12 3% 10%c 4 6) t6d 20)16d 5,045 9,600 9.600 9,600 9,600 4,335 8,255 8.255 8,255 8,255 17 L17 FL HGUS414 117/c 12 3% 127/c 4 66j 1fd 22)16d 5,515 10.100 10.1On 10.00 10,100 4,745 8,685 8.685 8,fi85 8,685 1. Upl h loads have peen increased for wind or earthquake loading with no further increase allowed. Reouce where other loads govern. 2. Wind (I EO) is a download rating. 3. Minimum heel height shown Is required to achieve full table loads. For less than minimum heel height, see technical bulletin T-C-REDHEEL at strongtie.com. 4. Truss chord cross -gram tension may I mil allowable bads in accordance with ANSVTPI 1-2007. Simpson StiorVTle° Connector Selector" Software includes the evalualon of cross -grain tension in its hanger allowable bads. For additional iilomhaticn, contact Si-rpson Strong-T e. 5. Simpson Strorg-Tie' S:rong-Drive' SDS Heavy-0uty Connector scre'.vs are permit•, ed to be nstalee through metal 'truss plates as approved by the Truss Designer, provided the requirements of ANSI/TPI 1-2014 Sections 7.5.3.4 and 3. 9.2 are met (pra-drilling required through the plate using a maxmum of in' bit). 6. Slrony-Drrve SDS Heavy -Duty Connector screws that penetrate all plies of the supporting girder (screws must pene:mte a m'nirr um of 1' into tlhe last truss ply) maiy also be used to transfer the lose through all the plies of ll•e suoponng girder. Wrxirh Strang -Drive SDS Heavy -Dirty Corrector sc%ws do not penetrate al pies of the supporting girder truss, supplemen4-J Strong -Dave SDS Heavy -Duty Connector ecreus at the hanger locations may be roqu'rod to transfer the had to the tnrss pips not penetrated by the face fastens. as determined by the Cestener. 7. The supponng girder truss must have adequate thickness to accommodate the screw length, so that the screw does net protrude out the back of *,he girder. 3'- or 4 h'aong Strong -Drive SDS Heavy -Duty Connector screws may be substituted for the longer Strong -Drive SDS Heavy -Duty Connector scraxs .. nth no load reduction. 9. Loads shovm are based on min mum of 2-ply 2x carrying member for naded Irancers. With 3x carrying members. use 16d x 2 h' nails into the header and 16d Ammons into the joist with ro bad reduction. With single 2x wrryag members, use 10d x 1 h' nails into the header and 10d commons into the joist, and reduce the load to 0.64 of the Inole value. 9. Nails: 16d = 0.162' dra..c 3'h' 4xg. See tip. 26-27 for other na I sizes and information. G 237 ell Simpson Strong -Tie! Wood Construction Connectors Face -Mount Truss Hanger The HTU face -mount truss hanger has nail patterns designed specifically for shallow heel heights, so that full allowable loads (with minimum nailing) apply to heel heights as low as 3W. Minimum and maximum nailing options provide solutions for varying heel heights and end conditions. Alternate allowable loads are provided for gaps between the end of the truss and the carrying member up to'." max. to allow for greater construction tolerances (maximum gap for standard allowable loads is 'A" per ASTM Di 761 and D7147). See technical bulletin T-C HANGERGAPS at strongtie.com for more information. Material: 16 gauge Finish: Galvanized Can be Installed filling round holes only, o, filling round and triangle holes for maximum values See alternate installation for applications using the HTU26 on a 2x4 carrying member or HTU28 or HTU210 on a 2x6 carrying member for additional uplift capacity Options: HTU may be skewed up to 67'W. See Hanger Options on p. 239 for allowable bads. SP.'. P.figI11P''.fU1g Ir:lter L-C-H1 LfSD at strongtie.com for installation with Strong -Drive' SD falsleners. Codes: See p.14 for Code Reference Key Chart HTU26 Typical HTU26 Minimum Nailing Installation max. gap between end of truss and carrying member HTU Installation for Standard Allowable Loads For'.' maximum gap, use Alternate Allowable Loads.) These products are approved for instalailon with the Strong -Drive° SD Connector screw. See pp. 39-40 for rrxlre Information. Standard Allowable Loads (1/8" Maximum Hanger Gap) SIMPSON Strongqie Alternate Installation - HTU28 Installed on 2x6 Carrying Member 1i77)210 similar) Model Min. Dlmensinns (in.) Fasteners DF/SP Allowable Loads SPF/HF Allowable Leads Code No. Hal Height W H 8 Carrying Member Carried Member Uplift 160) Floor 100) Snow 115) Root 125) Wtnd 160) Uplift 160) Floor 100) Snow 115) Roof 125) wind 160) Ref, Single 2x Saes HTU26 3'h 1% 57/r Th 1 (20) 16d 11)10d x 1'h" 730 2,940 3,045 3,045 3.045 630 1,920 1,920 1,920 1,920 HTU26 (Min.) 3'. 1% 57h 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 IITU26 (Max.) 51h 1% 57/. Th 20)16d 20) i0d x 1'h' 1,555 2,940 3.340 3,600 4,010 1.335 2,530 2.870 3,095 3,450 17 IIIU28 (Min.) 3% 1% 17Y. 31A 26)16d 14) 10d x 1 %" 1,235 3,620 3,895 3,895 3.895 1,060 2,920 2,920 2,920 2,920 1.17, HTU28 (Ma+.) 7'/ 1% 714c Th 26) 16d 26)1Did x 1'h' 2,140 3,620 4.340 4,680 5.435 1,840 3,285 3,730 4,025 4,675 FL HTU210 (Min,) 374 t% Th 32) 16d 14)10d x 1'h" 1,330 4,355 4.355 4,355 4.355 1,145 3,265 3,265 3,265 3,265 HTU210 (Max.) 95: 1% 9'/rc 31h 32) 16d 32) i0d x I h' 3,315 4,705 1 5,345 5,760 5.995 2,850 4,045 4,595 4,955 5,155 Double 2x Sizes HTU26-2 (Min.) 371s 35A6 57h Th 20) 16d 14)10d 1,515 2,940 3.340 3,600 3,910 1,305 2,465 2,465 2,465 2,465 HTU26-2 (Max.) 51i 1 3`1411 57/rs 3'/i 20) 16d 20)10d 2,175 2,940 3,340 3,600 4,485 1,870 2,530 1 2.870 3,095 3,855 HTI128-2(Min.) 1 3% 13M. 7Y. 3'h 26) 16d 14) 10d 1.530 3,620 4,310 4.310 4,310 1,315 3,235 3.235 3,235 3,2357. I7. HTU28-2 (Max.) 7 % 1 33i. 7Y. 31h 26)16d 26) 10d 3,485 3,820 4,340 4,680 5,850 2,995 3,285 3,730 4,025 5,030 LFL HTU210-2 (Min.) 376 ITY6 9Yr Th 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% 1 T)i, 9Y. 3h 32)16d 32)10d 4,110 4,705 5.345 5,760 7,200 3,535 4,045 1 4,595 4.955 6,190 1. The maximum hanger gap is measured between the joist (or truss) enc and the carrying memoer. 2. Minimum heel heights required for full table loads are based on a minimum 2/12 pitch. 3. Uplift has been Increased for wind or earinquake loading with no further increase allowed, reduce where other baps govern. 4, Wind (163) is a download rating. S. For hanger gaps be;ween''A' and W, use the Alternate Allowable Loads. 6. Tries chord crass-gra'n tension may Ilmlt allowable loads n arr ordance, with ANSliTPI 1 -t014. Simpson Strong-Te° Connector Selector - Software includes the evaLlat'on of cross -gram tension in its hanger allowaole loads. For adcacnal 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 (1 Go x 11h') nails into the header and reduce the allowable download to 0.70 of the table value. T,ne allowable uplift is 100% of the taole bad. 8. Nails: 16c = 0.162' dla. x 31h' long, 1 Cd = 0.148' dla. x 3' long, 10d x 1112' = 0.1484 dia. x 11/.' long. See pp. 26-27 for other nail Sizes and nlormation. 238 UPDATED 04/17/17 HTU Face -Mount Truss Hanger (cont.) PF These 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 StrougTie Min. Minimum Fasteners DF/SP Allowable Loads SPF/HF Allowable Loads CodeModel No. Heel Height Marrying Carrying Carried Uplift Floor Snow Roof Wind Uplift Floor Snow Roof Wind Ref. in.) Member Member Member 160) 100) 115) 125) 160) 160) 100) 115) 125) 160) HTU26 (Min.) 31A 212x4 00)16d 14) 10d x 1'h" 925 1,470 1.670 1,800 2.040 795 1,265 1.435 1,550 1,755 H1U26 (Max.) 51h 2) 2x4 00)16d 20)10d x I IN' 1,310 1,470 1,670 1,800 2.250 1,125 1,265 1, 435Jim] L17 HTU28 (Max.) 71/4 2) 2x6 20) 16d 26)10d x 1'h' 1,970 2.940 3,340 3,600 3.905 1,695 2.530 2,870 FL HTU210 (Max.) 91A 2) 2x6 20)16d 32)10d x 11h' 2.760 2.940 3,340 3,600 3 SOS 2,375 2,530 I. See table above for dimensions and additional footnotes. 4. Nails: 16d = 0.162' da. x 3 h' long, 10dr1'A= 0.1 z8' dia. x 1 W long. 2. Maximum hanger gap for the alternate installation is W. See pp. 26-27 for other nail sizes and inform3llon. 3. Wind 060) is a download rating. Alternate Allowable Loads (1/2" Maximum Hanger Gap) Model Min. Dimensions (in.) Fasteners DF/SP Allowable Loads SPF/HF Allowable Loads Lode Na Heel Height W H R Mermbe9 Member Uplift 160) Floor 100) Snow 115) Roof 125) Wind 160) Up1111 160) Floor 100) Snow 115) Root 1 (125) Wind I60) Ref. Single 2x Sizes HIU268 3'h 1% 5A6 3'/. 20)16d 11) 1pd x 1'/5" 670 2,/35 2,/35 2,735 2,735 S/5 1,725 1,/2S 1,125 1,725 HTU26 ( Min.) XA 1 % 57N 31h 20)16d 14) 10d x 1 W 1.175 2,940 3,100 3,100 3.100 1.010 1,955 1,955 1,955 1,955 HTU26 ( Max.) 51h 1% SA6 3'/a 20)16d 20) 10dx 1'h' 1.215 2,940 3,340 3,600 3,760 1,045 2.370 2.370 2,370 2,370 17 IiTU28 ( Min.) 3h 15 7Ac 316 26) 16d 14) 10d x 1 h" 1,125 3,770 3,770 3,770 3,770 970 2,825 2,825 2,825 2,825 L77, HTU28 ( Max.) 7 % 1% PA, 3'h 26)16d 26)10d x 1 h' 7926 3,820 1 4,340 4,680 1 5,015 1 1,695 3,285 3,730 3,765 3,765 FL HTU210 ( Min.) 3 A1 % 9'Ac 3 h 32)16d 14)10d x 11h' 1.250 3,600 1 3.600 3,600 3,600 1.075 2,700 2,700 2,700 2.700 HTU210 ( Max.) y'/. 1% 9Hr 3'h 32)16d 2) 10d x 1 h' 3,25 i 4,705 5,020 5,020 1 5,020 1 2,800 3,765 1 3,765 3,765 1 3.765 Double 2x Sizes HTU26- 2 (Min.) 3'A 315, 5'Ac 31h 20) 16d 14) 10d 1.515 2,940 1 3,340 3,500 3,500 1.305 2,205 2,205 2,205 2.205 HTU26- 2 (Max.) 5'h 344: 5'Ac L" 20)16d 20) 10o 1.910 2,940 3,340 3,500 3,500 1,645 2.205 2,205 2,205 2,205 HIU28. 2(Ma1.) 3'A 3i, 7A. 3h 26) l6d 14) l0d 1490 3,820 3,98U 3,980 3,98U 1,280 2.985 2,985 7,985 2.985 17, HTU28- 2(Max.) 7'/4 344i 7'A. 3h 26) 16d 26) 10d 3,035 3,820 4,340 4,680 5,555 2,610 3,285 3,730 4.025 4,165 L17, FL HTU210- 2 (Min.) 3'A 3416 9Yic 3'h 32)16d 14)10d 1.755 4,255 1 4.255 4,255 4.255 1 1.510 3,190 3,190 3,190 3,190 HTU210- 2 (Max.) 9'A 344. 9V. 31/, 32)16d 2) 10c 3,855 4,705 5,345 5,760 6,470 1 3,315 4,045 4,595 4,855 4,855 Seeable footnotes on p. 238. Options: See Hanger Options information on pp. 121-123. Skewed Seat Skewable up 10 671h', Available in single and 2-ply size. No bevel cut required. Allowable Loads for Skewed HTU Hangers Fasteners DFL/SP Allowable Loads'., HF/SPF Allowable Loads" Model Skew Angle No. Degree) Carrying Carried Uplift Download Uplift Download Member Member 133/160) (100/115/125) 133/1601 (100/1151125) 51 20)16d 14)10d x 1'h" 1,315 2.945 1,130 2,530 HTU26 51-671h 20 16d 12) 10d x I %" 970 2.595 835 2,230 51 26)16d 20) 10d x I W 2,015 3,OGO 1,730 2.630 HTU28 51-671h 26)16d 17) 10d x I W 1,455 2,815 1,280 2,420 57 32116d 26 1Off x I W, 2,715 3.175 2,335 2.730 HTU210 51-671h 32)16d 22) 10d xt 1h' 2.005 3,040 1.725 2.615 51 20) 16d 14) 10d 1, 335 2,555 1,145 2,200 HTU26-2 51.671h 20) 16d 12) IOd 1.110 2.700 955 2.320 51 26) 16d 20)10d 2, 470 3,890 2,120 3,345 HTU28-2 51-67h 26) 16d 710d 1, 710 3,775 1.470 3.245 51 32) 16d 26) 10d 3, 600 4,935 3.100 4,245 HIU210-2 51-67h 32116d 22) IOd 2, 255 4,790 1,940 4,120 flange A„ -Acute flange side 0' Specify angle Top View HTU Hanger Skewed Right < 51' 0 Sp wangle 51• to 671h' 1. Uphfl bads have baern increased for wind or 3. Maxirnurn harger gap between and of joist (truss) and face of Top View HTU Hanger earthquake loading wth no further increase carrying members W. Skewed Right 2 51' allcwed. Reduce where other bads govern. 4, Nails: 16d = 0.162' dia. x 3'h' long, 1 pax I h = 0.148' dir1. x 1'h' long, 2. Allowable downloads may not be increased. I Od = 0.148' dia. x 3' long. See pp. 26-27 for other nal sizes and information. ell 0. 239 Simpson Strong-Tre2 Wood Construction Connectors Adjustable Truss Hangers This product is preferable to similar connectors because of a) easier installation, b) higher loads, c) lower installed cast, or a combination of these features. The THA series have extra long straps that can be field -(owned to give height adjustabibty and top flange hanger convenience. THA hangers can be installed as top flange or face -mount hangers. THA4x and THA2x-2 models feature a dense nail pattern in the straps, which provides more installation options and allows for easy top flange installation. Material: See table Finish: Galvanized. Some products available in ZMAXe coating, see Corrosion Information, pp.15-18. Insta0ation: Use all specified fasteners; see General Notes. The following installation methods may be used: Top Flange Installation - The straps must be field formed over the header -see table for minimum top flange requirements. Install top and face nails according to the table. Top nails shall not be within y." from the edge of the top flange members. For the THA29, nails used for joist attachment must be driven at an angle so that they penetrate through the corner of the joist atxl into the header. For all other top flange installations, straighten the double shear nailing tabs and install the nails straight into the joist. Face Mount Installation - Install all face nails according to the table. Not all nail hales will be filled on all models. On rnodels where there are more nail holes than required, the lowest four face holes must be filled. Nails used for the joist attachment must be driven at an angle so that they penetrate through the comer of the joist into the header. Alternate Installation - The THA 4x hangers may be installed in a top flange configuration using the tabulated fasteners for face -mount installation and achieve the face -mount installation loads. Instal the tabulated face nails into the face and top of the carrying member. Nails used for the joist attachment must be driven at an angle so that they penetrate through the corner of the joist into the header. Uplift - Lowest face nails must be filled to achieve uplift loads. Options: THA hangers available with the header flanges turned in for 3W (except THA4 T 3) and larger, with no load reduction — order THAC hanger. Codes: See p.14 for Code Reference Key Chan irr' rr'e 13"..tm A. THAC422 t' 4 2rh'to, THA422-2iTHA.262 0%,THAC422 L 1Y'typtciil 2W br THA422-2 are THAI262 e. e. r r, 6THA418 Double 4z2— Use lull table value Single 4>2— Face nails Top nails Der table per table i the double tabs and install it Into the joist Typical THA Top Flange Installation on a Nailer except THA29) Alternate Installation of THA422 r— Double- Double -Shear Shear " Nailing ng Side View: 4 Dome Double -Shear Naing Side V'ew Available on Top View Do not bend tat) Borne models) U.S. Palen) 5,603.580 See rG footnote 3 IN SIMPSON Strong -Tie 0, , H 0 c i` aV UT-'THA29 2 face nalls Total) 4 top nails total) 4;— Straighten the double shear nailing tabs and install nails straight Typical THA422 Top Flange Installation on a 4x2 Floor Truss M a fs f a hrzder depth r Typical THA29 Face Mount Installation Ypl r nr.ca Top Flange Installation to ite 6 30 229 Simpson Strong -Tie- Wood Construction Connectors Adjustable Truss Hangers (cont.) These procucts are available vmh additional corrosion protection. For more information, see p. 18. SIMPSON Strong -Tie del Ga. Dimensions on.) Min.' To Flange Min. Header Depth Fasteners DF/SP Allowable Loads 11 SPF/HF Allowable Loads Cade Ref. y/ H C Carrying Member Carried Member UplifH(100) 160(115)(160) SnowM(125)(160) Uplift Floor 100) Snow 115) Roof 125) Wind 160) Top Face Straight Slant Top -Flange Installation' THA29 18 1% 995a 51A 2'/c 4)10d 4) 106 4) 10d 560 2,260 2,310 2,350 2,350 480 1.740 1.785 1.815 1,815 THA213 18 1% IV, 51h 1'h 4) 10d 2)10d 4)10d x 1 W 1,615 1.615 1,615 1,615 1,280 1.280 1.280 1,280 THA218 18 1% 174% 51h 2 4)10d 2)10d 4)1Od x 11W 1.615 1,615 1,615 1.615 1.280 1,280 1,280 1,280 THA218-2 16 31i 171l5e 8 2 4)16d I (2) l6d 6)10d 2,245 2,245 2.24512,245 1,935 1,935 1,935 1,935 18. THA222-2 16 31S 22Mi 8 2 4)16d 2) 1Gd G)10d 2,245 2,245 2.245 2,245 1,935 1,935 1,935 1.935 L15, FL THA413 18 3% 13'Ai 4h 11h 4)10d 2)10d 4)10d 1,615 1.615 1,1315 1,1315 1,280 1,280 1,280 1,280 THA418 16 3% IN lit 2 4)16d 2) 16d 6)10d 2.245 2,245 2,245 2,245 1,935 1,935 1,935 1,935 THA422 16 3% 22 7'h 2 4)16d 2)16d G)10d 2,245 2.245 2.245 2.245 1.935 1,935 1.935 1,935 THA426 14 3% 26 77A 2 4)16d 4)16d 6)16d 2.435 2,435 2,435 2,435 2.095 2,095 2,095 2.095 FL THA422-2 14 7'/. 221AG 9% 2 4)16d 4)1Gd 6)16d 3.330 3,330 3.330 3,330 2.865 2.865 2,865 2,865 FL,170 THA426-2 14 71/. 26146 9% 2 1 - 4)16d 4)16d G)16d 3,330 3,330 3,330 3.330 2.865 2,865 2,8155 2,865 K,170 Fate -Mount InstaDatlon' THA29 18 1% 9516 5'A 9'A6 16) 10d 4) 10d 560 2,125 2,310 2,350 2,350 480 1.740 1.785 1,815 1,815 THA213 18 1% 13 i 55h 1341c f14) 10d 4) 10d 1.170 1,955 2,020 2; 165 OG5 780 1,68U 1,735 1,775 1,775 THA218 18 1% 17K6 5'h 174{6 IB) lOd 4) 10d 1.170 1,955 9,D' 0 2,06512 065 780 f,680 1,735 1,775 1.775 THA218-2 16 31A 1711&1 8 14M. 22) 16d 6) 16d 1.855 3,695 3.69513,69513,695 1,595 3,185 3,185 3,185 3.185 18, THA222-2 If;31i 2241e 8 14146 22) IFirf 6)16d 1,8,55 3,695 3,695 3,695 3,695 1,595 3.185 3,1H.5 3,185 3,185 L15, FL THA413 18 3% 13546 4h 13% 14) 10d 4) 10d 1,170 1.040 2.235 2.400 2.400 780 1,660 1,910 2,075 2,210 THA418 16 3% IN 7''A 1414a 22) 16d 6) 16d 1355 3,695 3,695 3,695 3,695 1.595 3,185 3,185 3.185 3.185 THA422 16 3% 22 7'/ 14A& 22) 16d 6) 16d 1,855 3,695 3,695 3.695 3,695 1,595 3,185 3.185 3,185 3.185 THA426 14 3% 26 77A 1613c 30)16d 6) 16d 1,855 4,480 4,480 4,480 4,480 1.595 3,855 3.855 3,855 3 AS5 FL THA422-2 14 714 22% 9% 161A& 30)16d 6) 16d 1,855 5,160 5,520 5.520I5,520 1,595 4,440 4,745 4,745 4,745 FL,170 THA426-2 14 7'/4 26301e 9% 1 18 38)16d 6)16d 1.855 5,520 5,520 5,520 5,520 1,595 4.745 4.745 4,745 4,745 FI.,170 1. Upl ft has been increased 6006 for wnd or earthquake loading w*.h no further increase allowed; reduce where other loads govern. 2. Wind (160) is a download rating. 3. For single 4x2 top chord carrying memoers or single 2x nalars, the following THA hangers can be installed using 10d x I h' top nails and (2) 16d face nails with reduced allowable bads as noted. THA418/T11A422: 1,415 lo. for OF/SP, 1.215 lb. for SPF; THA426: 2,245 lb. for DF/SP, 1.630 lb. for S'F, THA422-2/THA426-2: 2.345 lb. for OF/SP, 2,015lb. for SPF. Loads are baser. on ft<anger installations at panel points. 4. Face -mount installation loads are based on minimum of 2-pty 2x carrying member. For sirgle 2x carrying members, use 1 Od x 1 W nails into the carrying member and tabulated fasterrrs into tho canned member, aria use 0.80 of the table vale 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 scrap that must be field formed over the header. 6. For the THA 2x models, one strap may be installed vertically according to the face mount nadng requirements ane the other strap wrapped over the truss chord according to the top flange nadng requirements (see drawing on p, 229) ane achieve full labulated top flange installation bads. 7. Nails: 16d = 0.162' dta. x 3 h' long, 10d = 0.148' da. x 3' long, 10d x 114' = 0.148' dia. x 11h' long. See pp. 26-27 for other nail sizes and information. 230 z z0 z g dy 0 Q 0 Y U Simpson Strong -Tie" Wood Construction Connectors Skewed Truss Hangers Designed for 4x2 floor trusses and 4x beams, the THAPJL422 has a standard skew of 45'. Straps must be bent for lop flange installation. PAN nailing helps eliminate splitting of 4x2 truss bottom chords. Material: 16 gauge Finish: Galvanized Installation: Use all specified fasteners; see General Notes Straps must be field -formed over the header a minimum of 21h" Minimum and maximum nailing configurations available — see table for nailing requirements Codes: See p. 14 for Code Reference Key Chart THAL422 SIMPSON StrougTie Typical THAL422 Installation with Minimum Nailing on a Floor Truss with Double 4x2 Top Chord Dimensions Min. Top Fasteners DF;SP'Allow leLoadsf„,"SPF/HFAlouiableLoads- Model _ No: , Ga. in.j , Chord On Carrying Effective Height.4 Net' Carrying Member, • Carried Member, Uplift,, Floor Snow Robb, At4 Uplift Fbon'Snow ,Roof CodetRef. W H I C TOD F0C0 Straight Slant; Member ea 160) (0)71115)v125) o 160) (100);'In5) (125j Single 4 2 Omin. l0d(xl'h" 10d(x)VIa" 10d(x)11h" l0d(x)11h" 880 880 880 755 755 755 THAR/L422 Min.) 16 3% 2294 8 18, Double 1_9 to 12 2 1,525 1,525 1.525 1,315 1,315 1,315 4x2 4) tOd 2) lOd 1) IOd IOd(x)t h" 15. IFL121,090 1,090 1,090 935 935 935 THAR/L422 16 346 22'/i 81 Double4x2 9 min. 4) IOd 8) led 1) tOd ' 2) r `•. 310 n'. 1,675 t;675' Y .. i'' y:675' 265 1,440 I',440 t ,, i1;440tOdxth" 1. Uplift has been increased for wind or earthquake loading with no further increase allowed; realice where other bads govern. 2. noof bads are 1251a of floor loads unless limaee by other criteria. Floor baes may he adjtrsied for bad dura:lons aaoording to the code provided they do not exceeo those in the roof column. 3. Where the lop of the carried member is Bush vnth the top of the rarrymg member, Hen is equal to the depth of the caniec member. Otherwise, He shall be measured from the top of the bearing seat to the top of the carrying member. 4. Mails: 10d = 0.148' dia. x S' long, I Od x 1 h' = 0.148' dia. x 1 W long, See pp. 26-27 for other nail sizes and information. M 241 Simpson Strong -Tie" Wood Construction Connectors Truss Hip/Jack Hanger The versatile THJA26 can accommodate right- or left-hand hips (at 45- degree skews). and can be installed before or after the hip and lack. Can also be used for double (terminaq hips. Material: 14 gauge Finish: Galvanized Installation: Use all specified fasteners; see General Notes. All multiple members must be fastened together to act as a single unit. Shall be attached to a double girder truss to allow for required minimum nail penetration. See footnote 3. Options: These hangers cannot be modified Codes: See p.14 for Code Reference Key Chart worWnqpoint j Top View Lett -Hand Hip Installation THJA26 mot h'N0. twihnppoint II Top View Right -Hand Hip Installation SIMPSON Strong -Tie Typical THJA26 Installation Top View Terminal Hip without Center Common Jack Model No, Fasteners Carried, Memtier i 0.^s$ 1:5Ci .'kw _ram .t• - .. _.Sa:''?Wi§'4 4 u y r.. . , IlpliflN Floor •Snow: Roo14r1 Wind, tti0)0 y(100ja, `(t15).', (1251,• ,(/60) , Uplift 160)-' SPF./HF Allowable Loads ° - 2 • . r r , Floor Snow ,;Roof". Wind: 100T' (115)' 025) •(160), Code W. Carrying, Member Hip Jack THJA26 20) l6d 6) IOd x 1'h 4) 10d x 1 ih' Hip 720 2.010 2,310 2.450 2,450 590 1,740 2,000 2,100 2,100 Ill' Jdck - 240 i G%0 + 0' i 815. 815 r, 195 ; 580 ` 610 701) ' 700.' Total 960 1 2,680 3,080 3,265 3,265 785 2,320 2,670 2,800 2,800 1. Uplift loads have been increased for w,nd or earthquake loading with no further increase allowed; rocuce where other loads govern. 2. Wind (160) Is a download ra:irg. 3. Loads shown are based on a minimum (2) 2x6 carrying member. For single 2x carrying members (min. 2x6). use 10d x 1112' nails and use 0.67 of the table value. For (2) 2x4 carrying members, multiply the download by 0.50. 4. 1 Gd sinkers (0.148' dia. x 31/4' long) may be substituted for :he specified 16d commons at 0.95 of the table bad. 5. Tabulatod hip ano jack allowable loads assume tnal 75% of the total bid is dslribrded to the hip and 25% to :he jack. It is permitted tc distribute 65% to 85% of the tabulated total load to the hip, and the remaining percentage of total load to the jack. The combired hip and jack bad may not exceed the publahed Total Load. 6. For termctal hips, deride the total allowable bad by 2 to determine the allowaoh bad for each hip, 7. Truss chord cross -grain tension may lirtut allowable loads in accordance with ANSVfPI 1-2014. Simpson Strong-Tio` Connoctor Selector" software includes tun ovahiatbri of cross -grain tension n its hanger allowable bads. For additional information, contact Simpson Strong -Tie. 8. Nails: 16d = 0.162' cia. x 3'h' long, 10d x 1'h' = 0.148' da. x 1'h' long. See pp. 26-27 for other nail sizes and information. 247 VALLEY FRAMING 8. BRACING DETAIL Lumber Size and Grade Minumum Reauirements GENERAL NOTES Purling require 2-0" O.C. in absence of plywood sheathing. Truss" without sheathing applied must be evaluated accordingly. Purfins should overlap sheathing one truss spaeing minimum. In cases that this Is Irnpracticai, overlap sheathing a minimum of i', and nail upwards through sheathing Into purlin with a minfmum of 0-ad (l0.1x2.5") common wire nails. Effects of not providi11"ng sheathing below a valley set must be evaluated by the building designer. This drawing applies to valleys wIth the following conditions: Spans (distance bot."n heels) 40W or less ayliximum valley height 14*-0" Maximum mean'toof holght: 10 feet ASCE 7-0S, 140 mph, Enclosed, Cat II, Exp 8,1=1.0, Kxt-lA Or A Maalnwm of ASCE 7-10, 190 mph, Enclosed, Exp D, Ikr--1.0 TRUSS TRUSS UNDER VALLEY FRAMING VALLEY RAFTER OR RIDGE cm "CRIPPLE ipplea W-O" for 00 psf (TL) ind 20 psf (TD) Maa. lh. crippes for.ach row etanhy from the valleys or sleepers worktng'Imrard to the ridge board so that cripple locations are gored between rows. ryO) nnection Requirement Notes U6,rsften'torldte 416d toe -nails trlpple to ridge- 4 16d tee -nails Cripple to rafter, 416d We -nulls i 16d face-naus Rafter W sleeper or blocking 516d toe -nulls Rutter to tyro 2x6 sleepers. 41Sd toe -nulls Sleeper to truss 4 164 toe -Nils Two 2xG sleepers to truss 316d W e-nalls each sleeper.& truss Ridge boird to roof block 416d toe -tails Ridge board W truss 4 16d toe-nafls Purrm W (Typ) 3 16d toe -nails Teas to blocking 4 16d too -nails Truss W cripple 416d We -nails Truss to cripple 416d We -halls Cripple W purfin 316d toe -mils CRIPPLE, BRACING, 8 BLOCKING NOTES 1.3. Collar beam to rafter 4lwtoo-nails NOTE: l6d (0.162'x3.5') COMMON NAILS 2x4 continuous lateral restrsint (CLR) min, is required for cripples T-0" to W-0" Iongnalledw12.10d (0.144"x]') nulls Or 2x4 "T" or scab minforcemant nailed to AMU. of erupt. with 10dj0.126'x5.0") nails at 4" o.c 'r or sub must be SOY. of cripple longm Cripp es over 10--0 tong requre two CLliii or both faces 1W'T" of sub. Use stress graded lumber L boa or common nails. Narrow edge of cripple can face ridge or rafter, as long as the proper number of rails are Installed Into ridgo,board 4nsta0 blocking under rafter If sleeper. ore not used. Install blocking under cripples It cripple$ fall between lower truss top chords and lateral bracing Is not used. Apply all halling In accordance to current NDS requirements: Nails am common wire nails unless noted otherwise. I I H. 104jR, yf f .. Ii (A)i(B) (••) vwemra. sue rem r0.WW ftL W ,CK nest m,<vora 4FJ 0f4rfHfT Fuss.$" ties w vec to — maarerm Dicumm nC rrelN.os rr..st. e.q— <».., s, r.rr.<s.y w --ins, Rot;_ NO. 70861 TC LL 20 30 40 54 REF VALLEY' FRAWNG DATE 10/01/14 o.. r.,re,a M+o,s ss.la e a <„ ro w rvt..am, .r art" nl.r,p oaV,..,s s.r.<r r.a.,.+r.x y m w saw ..= .< v.r+><tr v.er ..x TC DL 10 20 7 7 rye u..,<.., .eo w e ..o . rwtrrr ..rw4 .p ctv.r e...« e w aot v a otjr s.a BC DL 0 0 0 0 DRWG VACNV1801015 d O O NIE M- . r.< ..b.r ..rice r -tw. t30, 37,,t .raw, ro- pu= ..r< r.<.,.1 rt.w .4h * ar.n tirr .•r.cie ion " ' p i aCt r<elbro aa, a7 >!e..a aootl.. k r Vr<<<s ea <.p. i. a t<.e w nneo .te. ..e . w qn u. 1i"i rr<.<r..sa,..... on...to STATE OF ' Q BC LL 0 0 0 0 Att rtwmn,raN1' r ...t e. 14G-x no rx,evd<r. d.a ws eow ae, a..<p, <,ry rw.t o iuL v. a.aa n.rnw,c: mh 4ersvirt t «- rq. r.., v Q Rj TOT. LD.30 00 47 61 171 4.r r. w •.* Th.. r. y n.at s r t..eo +.wmrve`` Y M i/o..r tar arrYnrt 1 s. s DUR. FAC. 1 .25/1.15 rarr.o4 t<+eiMar.,aaus oi, trrrE;::.m..`K:'",.i"..•.Nw+..wa"o.`." •"r°— .m:.<.$ s SPACING -SEE ABOVE Cracked or Broken Member Repair Detall Load Duration = 0% This drawing specifies repairs for a truss with broken chord M—k— fnrrps rnav be Increased for Duration of Load or web member. This design Is valid only for single ply trusses with 2x4 or2x6brokenmembers. No more than one break per chord panel and no more than two breaks per truss ore allowed. Contact the truss manufacturer for any repairs that do not comply with this detail. B) = Damaged area, 12' max length of damaged section L) - Minimum nailing distance on each slde of damaged area (B) S) = Two 2x4 or two 2x6 side members, some size, grade, and sppecles as damaged member. Apply one scab per face. Mlnlmum side member length(s) _ (2)(L) + (B) Scab member length (S) must be within the broken panel, Nall Into 2x4 members using two (2) rows at 4' o.c., rows staggered. Nall Into 2x6 members usng three (3) rows of 4' o.c., rows staggered. Noll using 10d box or gun malls (0.128'x3', min) Into each side member. The maximum permitted lumber grade for use with this detail Is United to Visual grade 41 and MSR grade 1650£. This repair detail may be used for broken connector plate at mid -panel splices. This repair detall may not be used for damaged chord or web sections occurring within the connector plate area. Broken chord may not support any tie -In loads. i L 4' o,c Typical ~ O + O + O + O O + O + O + O + Stagger Back Face IOd Box (0,128' x 3', min) Nails: Front Face 2x6 Mermiber - Drubee R ww Stang ere( Nail Spacing Detail wwwm• 6Aa A" roLLOV ALL lams CH MS 1RMAW epITAKTw rUu®1 THIS =AVe6 To All IS(nRACTMS atLll M TIC DOTAUSM Taatt.n — rtr.ro c h I.LrC.tY,p,dbMorM.ullf'O W e'••drb Re., Y ana•. tew I.MAt .Mien f ICfI .2. (;prgrrnt Ll.ar 1nI \ix h' T 1 uW SV_Q f- "* cro..s vbr u Rrfrnh1 ws. rrrc+i.n. art•um •wl r.•a+• e.,,wry er-:2 p•n uaMina ,eW •rorr.be, tw cl,r/ .eru Irv. prop.rty at.err truchr.! new\ Z mi Wt.. to tlaa Ir.• openly \S.LeY. ,10Y c.lh LK•MN hen /n' Mm•n\ l•t.r.l h1ht r MNaRh. wthp Mt.IIN Den KSI • CtlOr 77..T > 116. a woecJl•. IdT' din b ••a Iu f l•'^J N bau aN R.a.11tln a rfn.n War• .M •n M• l— ps• 1.0.44, ui o rot•.Yr R.f.r to M.Y,p. ILG•i Ir bnir. I•t• r.tlt,. Alph., • &JW- •f ITV h. upattr, . IVoy /r AN rrw COMPANY w Kh Ni1rt/10- ••vYN0t1*n6 wo/ wa 1 A ...I . tW r—Ve r wen r"o- s,wq iAs,piLn•' p•,' cD wor..,rrrw ar—. aan towr.nr. h Ianlm. ;art) w roU" weaah—n4,.ptwnr r At.I•.ryQLrar.Tre ro•prtiew• ro . I a.S/ I. MW..& ere. crywMO7515 urn.haewpw. . p rr. rl Iro ...Sus.ne,y Maximum Member Axial Force SPF-C HF DF-L SYP 620# 635# 7300 800# M F24' 975# 1055# 1295# 1415# 975# 1055# 1495# 1745# Web or Chord 2x6 1465# 1585# 2245# 26200 Web or Chord 2x4 30' 1910#W4295# Web or Chord 2x6 2230# 5# WeborChord2x436' 2470#0# Web or Chord 2x6 3535# 5# Web or Chord 2x4 42' 2975# 3045# 3505# 38350 Web or Chord 2x6 4395# 4500# 5225# 5725# Web or Chord 2x4 481. 3460# 3540# 4070# 4445# Web or Chord 2x6 5165# 5280# 6095# 6660# gnMun 1 gnMw 24,0' MA REF MEMBER REPAIR DATE 10/01/14 DRWG REPCHRD1014 I t ho: SH01110r DE1AIL NOTE: IF PALLETS'OF _CONSTRUCTION MATERIAL WEIGHING MORE AREOUIRED E TO BE ALACEO ON FLOOR.TRUSSES, SHORING RECOMMENDED SHORING DETAIL IS is CONCENTRATED LOAD DUE TO,UPPER FLOOR CONSTRUCTION MATERIAL. 15401R CAPACITY— POSTS_ 0;'4"0" b;C-. is 2(i0 PROVIDE 2'0' CLEARANCE' ON:ALL.SIDES'OF A PALLET, MAXIMUM HEIGI4T PER PALLET_tS 20000.•LOAD MUST BE -SPREAD OVER AT LEAST 2-TRUSSES.- NOTE: SEE APPROPRIATE ALPINE-DRAWING.FOA,LUM9ER. PLATES AND OTHER DATA NOT.SHOWN HERE. DmIdine isYnterinl Wis.. NOTE: SHORING MATERIAL ANO LABOR 1/2" swn bd. = 2.2 sf / 1%l" layer. TO -INSTALL AND TO REMOVE THIS gyp p Y . ' MATERIAL IS.TO BE SUPPLIED SO" gypsum bd. - 2.8 psr/'5/8" Inycr I BY THE CONTRACTOR', At 811 Cone. block c 60 pif / 8",-liytir- masonrybriek=38psf/.4",tayer 2, d 4 .: _0 0. f MINIMUM. czi iptFi. nnA=i imnPPi A•YMFNT,_ C. *...2000# 2) -2X6 HEADER 4X4 OR (2)--2X4-X4 ' 0" .UNDER r TRUSSES WHEN --•.SHORING - POSTS @ 4'0 0'.C. 1S REQUIRED.` I-. — - CLEAR SPAN — - - -- — PT YP--A LPINE SCANE 1= c1 0 0 0 o REF DETAIL 0 o c- DATE 05/0 /46 o ea c ORW HC42396074 ALPINE TRiisS s C1 O C7 G t=1: G ALPINE nr my cCeLvry Cifn Inf rm ti n• ustomer v Carpenter Contractors of America Job Number.' N330074 bDescription, 9A6/9A7 ,258MB/258TB ,R/01 ddress' City, State, Zip. Name: Address: Alpine, an ITW Company 6750 Forurn Drive, Suite 305 Orlando, FL 32837 Phone-(800)755-6001 alpineitw com Address and License # of Structural FOR if one exists for the building: License #: City, State, Zip: State: Job Engineering Criteria: Design Code: FBC 6th Edition (2017) I View Version: 17.02.02.1213.21 JRef #: 1 Wc189750047 hnd Standard ASCE7_10 Wind Speed (mph): 150 Roof Load (psO: 20.00-10.00- 0.00- Floor Load (pso: 40.00-10.00- 0.00 5.00 5.00 This package contains a job notes page, 63 truss drawings and 10 details. Item Seal # Truss 1 173.18.1156.08418 FT1 3 173.18.1156.03147 MA 5 173.18.1156.03162 FT2 7 173.18.1156 03458 FT3 9 173.18.1156.03443 FT4 11 173.18.1156.03412 FT6 13 173.18.1156.03256 FT7GE 15 173.18.1156 03522 FT10G 17 173.18 1156 03271 A2 19 173.18.1156.03474 A4 21 173.18.1156.04644 A5GA 23 173.18.1156.03193 G1A 25 173.18.1156.08185 C1GB 27 173.181156.03287 FG1 29 173.18.1156.03661 D2 31 173.18.1156.04817 H1G 33 173.18.1156.04597 L2G 35 173.18.1156 08372 V2A Item Seal # Truss 2 173.18.1156.09463 MG 4 173.18.1156.03178 FT1GE 6 173.18.1156.03646 FT2GE 8 173.18.1156.03257 FT3G 10 173.18.1156.03552 FT5 12 173.18.1156.03396 FT7 14 173.18.1156.03614 FT8G 16 173.18.1156.03349 Al 18 173.18.1156.03520 A3 20 173.18.1156.04770 A5G 22 173.18.1156.03599 GI 24 173.18.1156.08278 GE1 26 173.18 1156.08138 C 1 G 28 173.18.1156.03301 D1 30 173.18.1156.04628 D3G 32 173.18.1156.03318 L1 34 173.18.1156.q&R. V3A n ee t [y 36 173 18 1156. s xo n ai ene a rontca Q81 t /ni7kal Sir nattu re. Prinivrf COpie! W1 h u[ an arioinal sonature musl ne venneo asingine ort%" eiecsran[c r versian. V/ pntu+w GE NS. c No.7caw STATE OF 90,t ••. OF 1 o ss onAi. '• 06/22/2018 r Florida Certificate of Product Approval #FL1999 Printed 6/22/2018 2:31:41 PM Alpine, an ITW Company 6750 Forum Drive, Suite 305 Orlando, FL 32837 Phone: (800)755-6001ALPINE ui mvrairun a Ip ineitw.com Site Information: Customer: Carpenter Contractors of America Job Number: N330074 JobDescription: 9A6/9A7 ,258MB/258TB ,R/01 Address: City, State, Z p: Item Seal # Truss 37 173.181156.03490 MG1 39 173.18.1156.03553 MV1 41 173.18.1156.08186 EJ1A 43 173.18.1156 03380 EVA 45 173.18.1156.04738 CJ5A 47 173.18.1156.04691 CJ3S 49 173.18.1156.04816 CJ1A 51 173.18.1156.04581 CJ5 53 173.18.1156.04784 CJ1 55 173.18.1156.04769 CJ34 57 173.18.1156.04660 CJ14 59 17318.1156.03584 HJ7A 61 173.18.1156 03209 HVS 63 173.18.1156.08293 HJ1A Item Seal # Truss 38 173.18.1156.03630 MV2 40 173.18.1156.08169 EJ1 42 173.18.1156.03583 ER 44 173.18.1156.03240 EJ7S 46 173.18.1156.04721 CJ5S 48 173.18.1156.04629 CJ3A 50 173.18.1156.08123 CJ1S 52 173.18.1156.03739 CJ3 54 173.18.1156.03365 EJ74 56 173.18.1156 04690 CJ54 58 173.18.1156.03146 HJ7 60 173.18.1156 03459 HJ74 62 173.18.1156.08451 HJ1 this dxoment has been electronically ignPd rising a nioital Sipnaihere. Prinix. 1 copies vuith ut an original signature must be verified asinq the original electronic version. gg11N1Mllf» M 70a#i1 t No ; } STATE OFf Oil 4OW%V! s ONAI. 06/22/2018 Florida Certificate of Product Approval #FL1999 Printed 6/22/2018 2:31:41 PM Job Number: N330074 9A6/9A7 ,258MB/258TB ,R/O1 Truss Label: FT1 Ply: 1 ISEON: 46268 / T17 SY42 Cust:R8975 JRef. 1Wc189750047 Oty, 9 FROM. PFH DrwNo: 173 18 1156 08418 KD / DF 06/22/2018 8'1"8 + 10'6"10 1 18,81,10 8'1"8 2'5" 2 87' f t'— 2,6" --}-- 2,6"12 --{-- 2161112 — -{ n'P) 4X6 1.5X3 = 4X4 = W=3X4 A B C D E I —Ix W V U T S 15X3 =4X6 =4X4 1111.5X3 1111.5X3 1112X4 Loading Criteria (psq Wind Criteria TCLL: 4000 Wind Std: NA TCDL: 1000 Speed, NA mph BCLL: 0.00 Enclosure: NA BCDL: 500 Category: NA EXP: NA Des Ld: 5500 Mean Height NA ft NCBCLL: 1000 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 138 (Effective 6/1/2013) Top chord 4x2 SP #2 N :T2 4x2 SP #1: Bot chord 4x2 SP #1 .132 4x2 SP #2 N' Webs 4x2 SP #3 Lumber value set "1313" uses design values approved 1/3012013 by ALSC Plating Notes All plates are 3X4 except as noted Additional Notes 2x6 #3 HEM -FIR or better continuous strongback Attach to each truss where shown with 3-10d Box or Gun nails ( 0 128"x3",min ). Strongback material to be supplied by erection contractor. Truss must be installed as shown with top chord up. 2'6" 12 --{-- 2,6"12 -- F5,i 3X3 4X4 1114X6 F G HI JK T __W 19,4., R QP O N M L 1111.5X3 11115X3 =4X4 =4X6 1111.5X3 W=3X6 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 Udefl U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.233 R 939 360 X 1030 / - I - / - / - / 7.3 Lu' NA Cs' NA VERT(fL): 0.506 F 602 240 J 1013 /- / - / - / - / 3.0 Snow Duration NA HORZ(LL) 0 039 M - - X Min Brg Width Req = 1 5 HORZ( L)- 0.062 B J Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor: 2.0 Bearings X 8 J are a rigid surface Bldg Code: FBC 61h.ed 201 Max TC CSI: 0.874 Bearing X requires a seat plate. TPI Std: 2014 Max BC CSI: 0.997 Rep Factors Used Yes Max Web CSI: 0 605 Members not listed have forces less than 375# FT/RT 12(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Chords Tens. Comp Chords Tens Comp. Plate Type( s): WAVE VIEW Ver: 17.02.02A.1213.21 A - B 0 -723 F - G 0 - 2720 B-C 0 -1916 G-H 0 -2037 C- D 0- 2669 H- 1 0 - 786 D- E 0- 2669 1- J 0 - 650 E - F 0 -2927 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens. Comp. Chords Tens Comp W- V 1435 0 R- O 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) plrn rrrrurrrrrr Webs Tens Comp. Webs Tens. Comp. H /r r 4,f A - X 0 - 1008 F - O 11 - 564 A-W 1151 0 Q-G 447 0 W-B 031 G-N 0 67 5 4% B - V 763 0 N - H 694 0 V-C 0 -744 H-M 0 -1190 O 708 , C- T 471 0 M- J 1270 0 i •T- E 0 -618 C0AL Soi1 i. a" a>rerprrwr*' 06/22/ 2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling shippin installing and bracing Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI an SBCA) fbr saffety ractices prior to performing these functions. Installers shall provide temporarryy BCSI. Unless noted otherwise,top chord shall have properIgy attached structural sheathingp and bottom Chord shall have a propperly Id ceilingq LI ocations sflown for ermanent lateral restraint bf webs shall hav braawn inslalled per SCSI sections B3, B7 or B10 e. ADD V olates to each face of truss and Dosition as shown above and on tI a JDini9Details. unless noted otherwise Defer to' a division of ITW Buildingg ompon nts Group Inc shall not be responsible for any deviation from this drawin any failure to build the conformance with ANSUT 11, or or handling, shipping, installation and bracing of trussesA Seal on this drawing or cover page, this drawing indicates acceptance of pro) essionar le ineerinq responsibility solely (or the desi n shown. The suitability e ofthisaawingforanystructureistheresponsibilitoftheBuildingDesigrierperANSI/TPI 1 des. The information see this job's general notes page and these web sites ALPINE. w .elpineitw com, TPI www tpinst org. SBCA www sbcindus".com; ICC www.iccsaf ALPINE co vurr 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: N330074 Ply. 1 SEON: 43939 / T71 / SY42 I Cust. R R8975 JRef: 1 Wcl89750047 9A6/9A7 ,258MB/258TB ,R/O1 Oty: 1 FROM.RDG DrwNo 173.18 1156 09463 Truss Label: FT1G SN / WHK 06/22/2018 811,18 8'1"8 r t— 2'6" 2,6"12 2'6"12 --{ TYP) 107'8 14'9" 18'8"10 2'6" 4'1"8 3'112: 0 2'6"12 F5', 6X6 = W=3X4 15X3 =5X5 =-6X6 1114X6 1113X4 =4X10 =6X6 1116XB A B C D E F G H I JK T 12 90 x w 1.SX3 =6X6 Loading Criteria (psf) TCLL: 40.00 TCDL 10.00 BCLL: 000 BCDL: 5.00 Des Ld. 55.00 NCBCLL' 10.00 Soffit: 2.00 Load Duration. 1.00 Spacing: 24.0 " V U i S 5X5 =3X8 1114X6 W=3X6 Wind Criteria Wind Sld NA Speed: NA mph Enclosure NA Category: NA EXP: NA Mean Height: NA ft TCDL: NA psf BCDL NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc from endwall: NA I: NA GCpi: NA Wind Duration, NA Lumber Value Set. 13B (Effective 6/1/2013) Top chord 4x2 SP #1 Bol chord 42 SP 2400f-2.OE :Bt 42 SP #2 N: 134 4x2 SP #1: Webs 4x2 SP #3 :W21 42 SP #2 N, Lumber value set "'I 3B" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Dur.Fac.=1.00 / Plate Dur Fac.=1.00) TC From 100 plf at 0.00 to 100 pit at 18.61 BC: From 10 plf at 0.00 to 10 plf at 18 30 TC. 695 lb Conc. Load at 14.63 Plating Notes All 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 P 4X4 18'8"10 18'8"14 N 6X8 M 8X8 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 I RL Pf. NA Ce NA VERT(LL). 0.266 E 821 360 X 1176 / - / -- Lu: NA Cs: NA VERT(TL). 0.508 E 583 240 J 1563 / - /_- Snow Duration NA HORZ(LL): 0.024 M - - X Min Brg Width Req = 1.5 HORZ(TL): 0.033 M J Min Brg Width Req = 1 5 Code / Misc Criteria Creep Factor, 2 0 Bearings X & J are a rigid surface. Bldg Code, FBC 6th ed 201 Max TC CSI: 0.885 Bearing X requires a seat plate. TPI Std' 2014 Max BC CSI: 0.933 W 7.3 3.0 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 1-1 0 -1484 E - F 0 - 4068 to o. Z08 1 o SAT O ssF/•...,,... NG,, COA #tS, ONAL 0 rntalw1e06/ 22/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp W- V 1816 0 R-0 4117 0 V- U 3012 0 0 - P 4127 0 U- T 3012 0 P- 0 3872 0 T- S 3013 0 O- N 3872 0 S- R 4105 0 N-M 2847 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens Comp A- X 0-1128 O-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, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI an cJ SBCA) r safety practices prior to performing these functions Installers shall provide temporary bracin per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom Chord shall have a progefly attachod rigid ceilin Lovations shown forpermanent IatQral restraint 8f webs shall hay bracn installed p r BCI s ctions $3, B7 or 810, as applicable. Apply, plates to each face of truss and position as shown above and on tI a Joini9Details, un ess note otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. AlpinQ, a division of ITW , X(1ild11'ngompongnts Group Inc., shall not be responsible for any deviation from this drpwin any failure to build the -nwco~ truss in conformance with AN51lf 1 1, or or handling shipping, installation and bracing of trussesA eal on this dr wl g or cover page , , 6750 Forum Drive listing thisdrawingindicatesacceptanceofproTessionarenineeringresponsibilitysolelyorthedesinshown. The suiTability Suite 305 and useofthis aw!ng for any structure is the responsibility of the Building Designer per ANSI/TPI 1 S6c.2. For more information see thisjob's general notes page and these web sites: ALPINE: w .al ineitw.com, TPI w t inst or . SBCA w sbdndust com; ICC' wJccsafe.org Orlando FL, 32821 Job Number: N330074 Ply. 1 9A6/9A7 ,258MB/258TB ,R/01 Oty: 1 Truss Label: FT1A T 1 Loading Criteria (ps0 TCLL: 40.00 TCDL' 10.00 BCLL: 0.00 BCDL: 500 Des Ld 55.00 NCBCLL 10.00 Soffit: 2.00 Load Duration: 1.00 Spacing, 24.0" 11 I B'1"8 9'8"B 8'1"8 1'7" Y t'— 76" —')-- 2'6"12 --} — 2'6"12 TYP) 4X6 1.5X3 =4X4 A B C D SEON.46269/ T9 / SY42 Cust RR8975JRef: 1Wc189750047 FROM: HMT DrwNo: 173.18.1156 03147 KM / WHK 06/22/2018 18'5"9 8'9"l f 1'4"8 26 12 --}-- 2'6'12 --}9 10{ 1 1111.5X3 =3X6 =5X8 1112X4 E F G H I J IX W V U T S R O PO N ML" K 1.5X3 =4X6 =4X4 11115X3 1111.5X3 1111.5X3 =4X6 1114X6 III2X4 = W=3X6 1111.5X3 Wind Criteria Wind Std: NA Speed: NA mph Enclosure. NA Category NA EXP. NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist NA C&C Dist a NA ft Loc. from endwall: NA 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 4x2 SP #2 N, Webs 4x2 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Dur.Fac.=0.90 / Plate Dur Fac.=O 90) TC: From 100 plf at 0.00 to 100 plf at 18.34 BC. From 10 plf at 0 00 to 10 plf at 18.34 TC: 1550 lb Conc Load at 16.15 TC. 328 lb Conc. Load at 17.03 TC: 247 lb Conc. Load at 18.34 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"xT%min.). Strong back material to be supplied by erection contractor. Truss must be installed as shown with top chord up 17715 1'2"1— 1 18,5"9 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 X 976 / - / - / - / - 17.3Pt: NA Ce: NA VERT(LL). 0 147 S 999 360 Lu: NA Cs. NA VERT(fL): 0 382 D 877 240 L 3174 / - / - / - / - / 5 7 Snow Duration NA HORZ(LL). 0 027 B - - X Min Brg Width Reg = 1.5 HORZ(TL)- 0.045 L Creep Factor. 2 0 L Min Brg Width Reg = 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# FT/RT:12(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) 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 O - E 0 -2633 H. N% G E SF ri o. 708 1 a SAT O Q COA #tS ,g ANAL1001 06/222018 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 - 0 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 f- 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, handlingg shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) (b safety practices prior to performing these functions Installers shall provide temporarryy bracin per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ngid ceilin Locations shown for permanent latgral restraint bf webs shall hay bracin installed p r BCSI s ctions B3, B7 or 810, as aapllca a Applgy plates to each face of truss and position as shown above and on the Joi11 Details, un ess notedPotherwise Defer to ALPINEdrawings16OA-Z for standard plate positions. Alpinq, a division of ITW Builddl1nlg omponQnts Group Inc. shall not be responsible for any deviation from this drawin any failure to build the r n„ro , truss to conformance with ANSI/T 1 1, or for handle shipping, installation and bracing of,trussesA Seal on this dr wing or cover page , , 2400 Lake Orange Dr. listing this drawing,Indicates acceptance of ro esslona en ineering responsibility solely sot the des i n shown. The suitabilityanduseofthisawtngforanystructureistheresponsibilityoftheBuildingDesigrSerpesolely 1 S c.2. Suite 150 For more information see this job's general notes page and these web sites ALPINE. www al ineitw com, TPI www t inst.or ; SBCA: www.sbundust .corn; ICC: www icesafe.org Orlando FL, 32837 Job Number: N330074 Ply. 1 SEQN. 46271 / T8 / SY42 Cust RR8975 JRef. 1Wc189750047 9A6/9A7 ,258MB/258TB ,R/01 Qty: 1 FROM PFH DrwNo: 173.18.1156 03178 Truss Label: FT1GE KM / WHK 06/22/2018 j2 r 1'2'1 18.5"2 1e;8 10 1'9" r 5'0"14 10'4"8 3 8 r 1- 6'5"14 -}-- 2'6" --1 2'6"12 --1 2'7'4 —}— 2.5.8 -41 TYP) 2.11" 1'4' " 1 TYP) BW=3X4 3X4 e3X4 =-4X6 e3X6 s4X6 6X6 A B C D E G H I J K LM T T 1 1° i S R O P O N Z Y X W v T -4X6 o4X6 a3X4 a6X6 U12X4 a3X4 9' 9'1.6 18'8"10 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pfin PSF) Defl/CSI Criteria Maximum Reactions (Ibs), or'=PLF TCLL: 4000 Wind Sid, NA Pg NA Ct NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W Z 62 / - / - / - / - / 7.3TCDL: 10.00 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 / - / - / - / - / 108 BCDL. 5.00 Category: NA Snow Duration' NA HORZ(LL): 0 007 O - - L 1335 / - / - / - / - / 3.0 Des Ld. 55.00 EXP:NA HORZ (TL) 0 017 O - - Z Min Brg Width Req = 1.5 Code / Misc CriteriaNCBCLL: 10.00 Mean Height. NA tt TCDL NA psf Creep Factor: 2.0 Z Min Br Width Re9 q Soffit 200 BCDL. NA psf Bldg Code FBC 6th.ed 201 Max TC CSI: 0.836 inrLMBWidthRe 1.5 g q = Load Duration: 1.00 MWFRS Parallel Dist. NA TPI Sid: 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 ft 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 :T1 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 "13B" 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 pIf at 0 00 to 300 plf at 16.15 Maximum Web Forces Per Ply (Ibs) TC: From 100 pIf at 16.15 to 100 pIf at 18.59 Webs Tens.Comp. Webs Tens. Comp BC From10pIfat000to10pIfat18.30 TC: 125 lb Conc. Load at 0.04 A - Y 0 - 412 I - R 1064 0 TC 574 lb Conc. Load at 16.15 yttunn ullrpr Y - B 0 -434 R - J 0 - 1074 11 Plating Notes H. 'i, G - S 0 - 763 K - O 0 - 1521 1 All plates are 1.5X3 except as noted. ••.•••+..•: S - 0 - 2089 O - L 1636 0 S• / ' Maximum Forces Per Ply Additional Notes3 •% Gable ( Ibs) Gables Tens. Comp Gables Tens. Comp GE See ANSI[ TPI 1 Sect 7 for additional bracing $ •iak requirements. Bracing material to be supplied by O 708 % C - X 0 -409 E - V 0 -428 erection contractor = W 0 - 390 Truss must be installed as shown with top chord up . T O o• SAAp06/22/ 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 faly1catinq, handlin shippin installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TI Plain SBCA) fog safety pa,ctices to these functions. Installers shall terhporary prior performing providebracinperBCSI Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom hord shall attachR ri9gid tellingLocationsshownforpermanentlateralrestraintofwebsshallhavebraacininstalledperBCIsectionshaveaproperly 3, B7 or1310asapplicatfle. Apply prates to each face ortrussand positron as shown above and on the Joinl9Details, unless notetl otherwise. Refer to' drawings 160A-Z for standard plate positions ALPINE Alpine, a division of ITW Buildl1nccL CCom onenls Group InC shall not be responsible for an deviation from this dr win any failure truss in conformance withANSI/TP1 1 or for handlirfg bracing any this dr wingto build the shippinp, installatidn and seal on or listing this drawing Indicates acceptance of pro ess ona en ineering responsibility solely for the design shown. and of this drawingforisthetheBuildingDesigrSerANSUTPI1Sec.2. cover pa e , , 2400 Lake Orange Dr. The sui ability Suite150useany structure responsibilityofperFormoreinformationsee this job's general notes page and these web sites: ALPINE: www al ineitw cam; TPI www t inst or : SBCA: www.sbcjndustry.com, ICC: w Jccsafe.org Orlando FL, 32837 Ref: Job Number: N330074 --- - — _ _ _ Ply: 1 I SEON: 46272 / T6 / SY42 Gust. R R173 1 .115 . 3162 50047 9A6/9A7 ,258MB/258T8 ,Rl01 Oly 5 FROM' RDG DrwNo 173 18.1156.03162 Truss Label: FT2 KM / WHK 06/22/2018 6'10"8 8'8" 15'6"8 6'10"8 1'9"8 6'10"8 2'6" -I-- 2'6"12--{-1'4"8 -{ I- 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 Loading Criteria (psf) TCLL' 4000 TCDL 1000 BCLL. 000 BCDL' 5.00 Des Ld 55.00 NCBCLL 10.00 Soffit: 2.00 Load Duration 1 00 Spacing: 24.0 " 1.5X3 ='+A'# III t.DAJ III I DAJ =`+Aw -1 5X3 1112X4 1112X4 15'6"8 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 "1313" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 3X4 except as noted Additional Notes 2x6 #3 HEM -FIR or better continuous strongback. Attach to each truss where shown with 3-10d Box or Gun nails (0 128"x3",min.). Strongback material to be supplied by erection contractor. Truss must be installed as shown with top chord up. Snow Criteria (Pg,Pf In PSF) Fig: NA 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:12(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.117 D 999 360 VERT(fL): 0 240 D 999 240 HORZ(LL): 0.024 K - HORZ(TL): 0 036 B Creep Factor. 2.0 Max TIC CSI. 0.587 Max BC CSI: 0.812 Max Web CSI 0.434 VIEW Ver: 17.02.01A.1115.21 o. 708 1 o t SAT O C A COA #ONAL 06/22/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W S 841 /- /- /- /- /7.3 J 841 /- /- /- /- /7.3 S Min Brg Width Reg = 1.5 J Min Brg Width Reg = 1.5 Bearings S & J are a rigid surface. Bearings S & J require a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens. Comp A-B 0 -572 E -F 0 -1920 B-C 0-1455 F -G 0 -1455 C-D 0 -1920 G-H 0 -572 D -E 0 -1926 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-0 512 0 G-K 0 890 Q-C 0 -489 K -H 912 0 C - 0 453 - 49 H - J 0 822 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlin shipping, installing, and bracing , Refer to and follow the latest edition of BCSI (BuildingquireInformation, by TPI an a SBCA) for safety practices prior to performing these functions Installers shall provide temporary BCSI Unless noted c herwise,top chord shall have properly attached structural sheathing and bottom Chord shall have a proper ydceilingpLocationsshownforpermanentlateralrestraintOfwebsshallhawbr8aninstalledperSCSIsectionsB3, B7 or 910, e.- - y plates to each face. of truss and position as shown above and on the loint9Details. unless noted otherwise kefer to Alpine, a division of ITW BuildingCompongnts Group 1% shall not be responsible for any deviation from this drawing apy failure to build the truss In cgnformance with ANSI/TPI 1, or or handling s Ippin , installation and bracing of trussesA seal on this dr8wing or cover page , listingthisdrawingindicatesacceptanceofproRlessionalgenineerinoresponsibilitysolelyforthedesigqnshown. The suiCability anduseofthisdrawingforanystructureistheresponsibilityoftheBuildingDesigrierperANSI/TPI 1 S"ec.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 sbdndustry com. ICC' www iccsaf I ALPINEmy 07MMN1 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330074 9A6/9A7 ,258MB/258TB ,R/01 Truss Label: FT2GE Ply: 1 SEQN 46273 / T4 / SY42 I Cust: R R8975 JRef. 1 Wc189750047 Oty: 1 FROM: RDG DrwNo: 173.18.1156.03646 KM / WHK 06/22/2018 2'11'1 119" 12.1 152" i15 6-eI1,9" -I r 12'2'4 rF? 12 r i 13'5'12 211" -(-' 1'4- --q ry'P) a3x+ iu2x4 A B c D E F G H I J K LM Loading Criteria (pso Wind Criteria TCLL' 4000 Wind Std, ASCE 7-10 TCDL: 10.00 Speed: 150 mph BCLL 0.00 Enclosure: Closed BCDL 5.00 Risk Category. II EXP: C Des Ld 55.00 Mean Height: 15.00 ft NCBCLL' 1000 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 "11313" uses design values approved 1/30/2013 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 plf at 0 00 to 350 plf at 5.88 TC: From 387 plf at 5.88 to 387 plf at 9.42 TC: From 350 plf at 9.42 to 291 plf at 15.29 BC From 10 plf at 0.00 to 10 plf at 1529 TC 324 Ib 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 ANSIfTPI 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,Pt in PSF) Pg. NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu NA Cs NA Snow Duration: NA Code / Misc Criteria Bldg Code, FBC 6th.ed 201 TPI Std. 2014 Rep Factors Used Yes FT/RT:20(0)/10(0) Plate Type(s) WAVE Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL): 0.002 B 999 360 VERT(TL): 0.008 B 999 240 HORZ(LL): 0.001 AA - HORZ(TL)' 0.002 AA Creep Factor: 2.0 Max TC CSI: 0 424 Max BC CSI. 0.030 Max Web CSI 0 257 VIEW Ver: 17.02.01A 1115.21 H. r,'r o. 708 1 O COA 06/22/2018 Maximum Reactions (Ibs), or'=PLF Loc R /U /Rw /Rh /RL /W O' 382 /31 /31 /- /- /186 Wind reactions based on MWFRS O Min Brg Width Reg = - Bearing AA is a rigid surface. Bearing AA requires a seat plate Members not listed have forces less than 375# Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A -AA 23 - 405 Z - B 82 - 449 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-O 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, handling shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI an SBCA) r safety practices prior to performing these functions. Installers shall provide temporarryy bracin per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attach d Amid ceiling Locations shown for permanent lateral restraint 6f webs shall have bracing installed per BCSI sections B3, B7 or 1310 as ap'plicafi e Apply plates to each face of truss and position as shown above and on the JoincDetails, unless noted otherwise. Refer to' ALPINE drawings160A-Z for standard plate positions Alpine, a dive;ion of ITW Buildl'n4 omponrnts Group Inc. shall not be responsible for any deviation from this drpwin any failure to build the µrr, co,,,u,,. t ss in conformance with AN51/T 1 1, or or handling, shipping, installation and bracing of,trussesA seal on this dr wing or cover page , , 2400 Lake Orange Dr. listingthisdrawingindicatesacceptanceofpro) essionar en ineering responsibility solely for the de si n shovdn. The suiTability Suite t50 anduseofthisyawingforanystructureistheresponsibilityoftheBuildingDesigrferperANSI/TPI 1 ac.2. For more information see this job's general notes page and these web sites: ALPINE' www.aipineitw.com: TPI: www.tpinst.org: sack www sbandustry com, ICC. www iocsafe org Orlando FL. 32837 Job Number: N330074 9A6/9A7 ,258MB/258TB ,R101 Truss Label: FT3 Ply: 1 SEQN 46274 / T10 / SY42 I Cush R R8975 JRef- 1 Wcl89750047 Qly. 4 FROM: RDG DrwNo* 173 18 1156.03458 KM / WHK 06/22/2018 6'10"8 8'5"12 15'2"12 6'10"8 1'74 6'9" 3 g h t' 2,6„ '+'— 2,6„12 _+ 1,4„8 'i F' 1,4„8 + _ 2,6„12 T'P) 4X6 1.5X3 III1.5X3 III1.5X3 =4X6 A B C D E F G H T SO R Q P O N M L K J I Loading Criteria (psf) TCLL: 40.00 TCDL' 10.00 BCLL: 000 BCDL: 500 Des Ld: 5500 NCBCLL: 10.00 Soffit: 2.00 Load Duration, 1 00 Spacing: 24.0 " 1.5X3 =4n4 II I.JnJ III I.JnJ =4n4 1112X4 1112X4 15'2"12 Wind Criteria Wind Std: NA Speed. NA mph Enclosure: NA Category. NA EXP' NA Mean Height: NA ft TCDL NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi' NA Wind Duration: NA Lumber Value Set 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 3X4 except as noted. Additional Notes 2x6 #3 HEM -FIR or better continuous strongback. Attach to each truss where shown with 3-10d Box or Gun nails (0.128"x3",min.). Strongback material to be supplied by erection contractor. Truss must be installed as shown with top chord up Snow Criteria (Pg,Pf in PSF) Pg. NA Ct: NA CAT W Pf. NA Ce: NA Lu: NA Cs: NA Snow Duration. NA Code / Misc Criteria Bldg Code. FBC 6th ed 201 TPI Std' 2014 Rep Factors Used, Yes FT/RT 12(0)/10(0) Plate Type(s). WAVE Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0115 E 999 360 VERT(TL): 0.221 E 999 240 HORZ(LL) 0.023 J - - HORZ(fL): 0.033 B Creep Factor, 2 0 Max TC CSI' 0 512 Max BC CSI. 0.769 Max Web CSI: 0 428 VIEW Ver. 17.02.01A.1115.21 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W R 831 /- I- l- I- /72 1 831 /- I- /- /- /35 R Min Brg Width Req = 1 5 1 Min Brg Width Req = 1 5 Bearings R 6 I are a rigid surface. Bearing R requires a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp A -B 0 -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 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens. Comp Q-P 1116 0 M-L 1738 0 P- O 1738 0 L- K 1738 0 O-N 1738 0 K-J 1115 0 N - M 1880 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A-R 0 -812 M-F 425 59 A- Q 899 0 F- K 0 475 Q- B 0- 876 K- G 500 0 B-P 499 0 G -J 0 878 P- C 0- 476 J- H 896 0 C - N 425 - 59 H - 1 0 807 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingg shippin installing.and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI an a SBCA) fbr safety practices prior to performing these functions. Installers shall provide temporary bracin per BCSI Unless noted olherwise,top chord shall have pro el attached structural sheathingg and bottom chord shall have a propperlyattach, rigid ceiling Locations shown for permanent latgral restraint Of webs shall hav bracing installed per BCI sections D3, B7 or B10, as ap.p ica e. Apply plates to each face of truss and position as shown above and on tI a JoinrDetails, unless notetl otherwise. Defer to ALPINEdrawings160A-Z for standard plate positions. Alppin a divi ion of ITW Buildl1ncLCom onegnts Group InC shall not be responsible for an deviation from this dr win9 any failure to build thetrussinconformancewithANSI4PI1orforhandlirfgshipping, installatidn and bracingany deviation seal on this drawing or cover page , , 2400 Lake Orange Dr. m listing this drawing indicates acceptance of ro essiona en ineering responsibilitty solely for the des i n shown. The sui ability Suite 150anduseofthisdrawing, for any structure is the responsibilit of the 9uilding Desigrier per ANSI/TPI 1 ac.2. For more Information see this job's general notes page and these web sites: ALPINE, www.at ineitw.com: TPI: www.t Insl.or ; SBCA. www.sbclndust .com; ICC. wvn Jocsafe.org Orlando FL, 32837 Job Number: N330074 Ply. 1 SEQN: 46275 / T5 / SY42 Cust. R R8975 JRef: 1 Wc189750047 9A6/9A7 ,258MB/258TB ,R/01 Qty, 1 FROM RDG DrwNo: 173.18.1156.03257 Truss Label: FT3G KM / WHK 06/22/2018 610"8 6512 1 11'1"4 15212 6' 10"8 17'4 27 8 4' 1 "8 Y t' 2-15" 'i'— 2,6"12 _'+' 1'4„8 1i' "4 NP) 1.5X3 =4X4 =4X6 1111.5X3 1111.5X3 =3X4 1112X4 =4X6 A B C D E F G H I Tz 90 J1_2 R Q P O N M L K J Loading Criteria (psq TCLL 4000 TCDL: 10.00 BCLL 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 1000 Soffit: 2.00 Load Duration: 1.00 Spacing, 24 0 " 1.5X3 1112X4 Wind Criteria Wind Std. NA Speed: NA mph Enclosure: NA Category: NA EXP- NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist- NA C&C Dist a, NA it Loc from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Value Set 13B (Effective 6/1/2013) Top chord 4x2 SP #1 Bot chord 4x2 SP 2400f-2.OE 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 180 plf at 0.00 to 180 plf at 8.48 TC: From 100 plf at 8.48 to 100 plf at 15 10 BC. From 10 plf at 0.00 to 10 plf at 15.10 TC: 465 lb Conc Load at 11.13 Plating Notes All plates are 6X6 except as noted. Additional Notes 2x6 #3 HEM -FIR or better continuous strongback. Attach to each truss where shown with 3-1 Od Box or Gun nails (0.128"xW,min.) Strongback material to be supplied by erection contractor Truss must be installed as shown with top chord up. IIIZA4 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 61h.ed TPI Sid: 2014 Rep Factors Used. Yes FT/RT:12(0)/10(0) Plate Type(s): WAVE 15212 Deft/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0.242 E 723 360 VERT(TL): 0.368 E 574 240 HORZ(LL)- 0 030 B - - HORZ(TL): 0.038 B Creep Factor 2 0 Max TC CSI: 0.897 Max BC CSI. 0.693 Max Web CSI: 0.869 VIEW Ver. 17.02.01A.1115.21 w o. 708 1 ' y a :• SAT O wQ NAcOA #o ar W10 ,• 06/22/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W R 1442 /- /- /- /- /72 J 1670 /- /- /- /- /35 R Min Brg Width Req = 1 5 J Min Brg Width Req = 1.5 Bearings R & J are a rigid surface. Bearing R requires a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens. Comp A- B 0- 973 E- F 0- 3286 B-C 0 -2484 F-G 0 -3123 C-D 0 -3272 G-H 0 -3123 D -E 0-3287 H - 1 0 -1146 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp Q- P 1942 0 N- M 3287 0 P- O 3027 0 M- L 3353 0 O- N 3027 0 L- K 2302 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A-R 0 -1411 F -L 0 -478 A- Q 1552 0 G- L 0 - 578 Q- B 0 -1538 L- H 1233 0 B- P 883 0 H- K 0- 1836 P- C 0- 846 K- 1 1826 0 C-N 859 0 1-1 0 -1624 N - D 0 -427 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingq shipping, installingand bracing Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) fbr saety practices prior to performing these functions. Installers shall provide temporary bracin per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a proper y attachgd ri Id ceilln Locations shown for ermanent latgral restraint bf webs shall hav bracing installed p r BC I sections $3, B7 or 1310, as a pllcal e. AppTgy plates to each face ofttruss and position as shown above and on tt a Joint Details, unless noted otherwise. Refer to ALPINE drawings160A-Z for standard plate positions. Alppin a divlgion of ITW Bulldin$ct Com on nts Group Inc shall not be respponsible for an deviation from this dr win anyy failure to build the tnlssinconformancewithANSI/TPI 1 or or handlirl4 shipping, installatidn and bracing anydeviation seal on this dr wirSg or cover pa e , , 2400 Lake Orange Dr.Mrr. m listing this drawing indicates acceptance of pro'esslonal en ineerinq responsibilittyy sole)YY for the design shown. The suitability anduseofthisdrawing, for any structure is the responsibilit of the Building Desigrier perANSI/TPI 1 Sec.2. Suite 150 For more information see thisjob's general notes page and these web sites ALPINE www.aipineitw.com. TPI, www tpinst.org; SBCA: www.sbandustry.com; IM www.iccsafe.org Orlando FL, 32837 Job Number. N330074 9A6/9A7 ,258MB/258TB ,R/01 Truss Label: FT4 Ply: 1 SEQN. 46276 / T57 / SY42 I Cust R R8975 JRef. 1 Wc189750047 Qly 2 FROM ROG DrwNo:.173.18.1156.03443 KM / WHK 06/22/2018 6'10"8 + 9'3"12 + 14'10"12 p g 6'10"8 2'5"4 57" Y t'- 2,6.. 2'6„12 _+ 1,4"8 'i 'i TYP) 4X6 1.5X3 = 3X4 1111.5X3 1114X6 A B C D E FG HI T 5 50 T R Q 4X4 P O N 1111.5X3 14'10"12 M L K J 1111.5X3 =4X4 1111.5X3 T in 1 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 40.00 Wind Std NA Pg NA Ct: NA CAT. NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W R 817 / - / - / - / - / 7.3TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL)' 0 159 D 999 360 BCLL. 0.00 Enclosure NA Lu NA Cs NA VERT(fL): 0.349 D 678 240 H 804 / - / - / - / - / 3.5 BCDL. 5.00 Category NA Snow Duration. NA HORZ(LL) 0.035 B - - R Min Brg Width Req = 1.5 Des Ld: 5500 EXP: NA HORZ(TL): 0.055 B - - H Min Brg Width Req = 1 5 Code / Misc CriteriaNCBCLL: 1000 Mean Height: NA ft TCDL: NA psf Creep Factor 2 0 Bearings R & H are a rigid surface. Soffit: 2.00 BCDL NA psf Bldg Code. FBC 6th.ed 201 Max TC CSI' 0 849 Bearing R requires a seat I9qpate Load Duration: 1.00 MWFRS Parallel Dist- NA TPI Std 2014 Max BC CSI: 0.828 Members not listed have forces less than Spacing 24.0 " C&C Dist a NA ft Re Factors Used Yesp Max Web CSI: 0.456 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall NA FT/RT 12(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. I: NA GCpi NA Plate Type(s) VIEW Ver: 17.02.01A.1115.21 A - B 0 -552 E - F 0 - 1482WindDuration: NA WAVE Lumber Value Set: 13B (Effective 6/1/2013) Top chord 42 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 3-1 Od Box or Gun nails (0.128"x3",min.). Strong back material to be supplied by erection contractor. Truss must be installed as shown with top chord up. o. 708 1 1t 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-0 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 A-Q 881 0 E -L 0 575 Q -B 0 -858 L -F 461 0 B- P 482 0 F- K 0 884 P- C 0- 468 K- H 958 0 a t• SAWIJ 5tV ' COA # 0 errkb o, 06/ 22/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingg shippin installing, and bracing. Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI an c7 SBCA) (br safety ractices prior to performing these functions Installers shall provide temporary bracin per BCSt. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom Chord shall have a proper y attachdrqidceiling.Locations shown for permanent IatQral restraint Of webs shall hav braacingq installed ppr BCSI sections P3, B7 or 910, as applica e. Appplates to eac face of truss and position as shown above and on tI a Join(Details, unless noted otherwise. Defer to A LP I N E drawings 160A-Z for standard plate positions. Alpina, a division of ITW Buildl1'nlgCCompon nts Group Inc. shall not be respponsible for any deviation from this drawing anv failure to build the , m m truss incgnformancewithANSI/TP1 1, or >gor handlirlqq. shippingq, installatidn and bracing of,trussesA Seal on this drawirSqq or cover pa e , , 2400 Lake Orange Dr. listing thisdrawinindicatesacceptanceofproTessionarenineeringresponsibilitty sole) for the de si n shoWn. The s iiPability and useofthis rawing for any structure is the responsibility of the Building Desigrfer per'ANSI/TPI 1 M.2. Suite 150 For more information see this job's general notes page and these web sites: ALPINE. v w .alpineitw.com; TPI: www.tpinst.org; SBCA: w .sbandustry.com. ICC. wJccsafe.org Orlando FL, 32837 Job Number: N330074 9A6/9A7 ,258MB/258TB ,R/01 Truss Label: FT5 Loading Criteria (psf) TCLL' 40.00 TCDL 10.00 BCLL: 000 BCDL' 500 Des Ld 55.00 NCBCLL. 10.00 Soffit: 2.00 Load Duration 1 00 Spacing: 24.0 " T-17 Ply. 1 SEQN. 46277 / T7 / SY42 Cust R R8975 JRef. 1 Wc189750047 Qty: 5 FROM RDG DrwNo' 173.18.115603552 KM / WHK 06/22/2018 5'6" 7'3" 4 11'4"12 5'6" 11'9"4 4'1"8 1f""I n'P) 3X6 = 3X4 1.5X3 = 3X4 = 3X4 III 1 5X3 = 3X4 =1.5X3 A B C D E F G1 1 5X3 — '" _ '.' "' ' — ' _ ' 1112X4 1112X4 11'4" 12 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 GCpr NA Wind Duration. NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set " 138" uses design values approved 1/30/2013 by ALSC Additional Notes See ANSI/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: 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 Udefl U# VERT(LL): 0.079 C 999 360 VERT(TL) 0.173 C 999 240 HORZ(LL)' 0 021 B - HORZ(TL). 0.033 B Creep Factor: 2.0 Max TC CSI: 0.612 Max BC CSI: 0.758 Max Web CSI 0.300 VIEW Ver: 17 02.01A.1115.21 3 • 1%• GE S1 ,.6 o. 708 1 4•t• SAT O z V, • G , 06/22/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W N 620 /- /- /- /- /7.3 H 607 /- /- /- /- /35 N Min Brg Width Req = 1 5 H Min Brg Width Req = 1.5 Bearings N 8 H are a rigid surface. Bearing N requires a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp A- B 0- 394 D- E 0 - 994 B-C 0 -917 E-F 0 -381 C-D 0 -1001 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens. Comp. M-L 779 0 K-J 1001 0 L- K 1004 0 J- 1 770 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp Webs Tens. Comp. A-N 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 DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building tSafetyInformation, by TPI an c7 SBCA) f r safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted o herwise,top chord shall have properlyy attached structural sheathing and bottom chord shall have a pro pper y Id ceiling Locations shown forpermanent lateral restraint bf webs shall hav braacin installed per BCSI s2coons B3, B7 or B10 e - Applyplatestoeachface, of ttruss and position as shown above and on tI a Joint9Details, unless noted otherwise. Refer to Alppine, a divigion of ITW Bulld1'ncct CComponents Group InC. shall not be respponsible for any deviation from this drawlnp anV failure to build the tnlss in conformance with ANSI/TP1 1, or for handlin shippingq, installation and bracing of trussesA seal on this dr8wirf9 or cover page , listing this drawing Indicates acceptance of pro essionaf en ineerinq responsibilittyv sole) for the desi n shovTn. The suit -ability and use of this drawing for any structure is the responsibilit of the Building Desigrfer per'ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites. ALPINE. www alpineitw com; TPI: w .ipinst org, SBCA v sbcindustry.com; ICC' w Jccsafe ALPINE 1 "-- O~ 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 Job Number: N330074 Ply: 1 SEQN. 46278 / T2 / SY42 Cust RR8975 JRef. 1 Wcl89750047 9A6/9A7 ,258MB/258TB ,R/01 Oty. 1 FROM: RDG DrwNo: 173.18 1156.03412 Truss Label: FT6 KM / WHK 06/22/2018 Loading Criteria (psf) TCLL. 4000 TCDL: 1000 BCLL: 0.00 BCDL' 500 Des Ld 55 00 NCBCLL 10.00 Soffit: 2.00 Load Duration: 1.00 Spacing: 24 0 " 5'6" 7'012 11'4"8 56" 1'6"12 4'3"12 1 ' 1 f• ' 2'6" TYP) 3X6 = 3X3 1.5X3 = 3X4 = 3X4 III 1.5X3 = 3X3 III 3X6 A B C D E F GH T O N 1 5X3 = 3X4 1112X4 Wind Criteria Wind Std NA Speed NA mph Enclosure: NA Category: NA EXP: NA Mean Height: NA ft TCDL NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a NA It Loc. from endwall: NA 1' NA GCpi: NA Wind Duration, NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Additional Notes See ANS11TPI 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: N/ Pf NA Ce NA Lu NA Cs. NA Snow Duration' NA Code I Misc Criteria Bldg Code FBC 6th ed 201 TPI Sld: 2014 Rep Factors Used Yes FT/RT'12(0)/10(0) Plate Type(s): WAVE 11'4" 8 Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL): 0 077 L 999 360 VERT(TL): 0.154 C 999 240 HORZ(LL) 0 018 B - - HORZ(fL)' 0 029 B Creep Factor. 2.0 Max TC CSI: 0.639 Max BC CSI: 0.698 Max Web CSI 0.319 VIEW Ver 17 02.01A.1115.21 i 0 E S . o. 708 1 os. SAT O Q COA oNAI. E MjW *mjVA1V'Mt 06/22/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W O 625 /- /- /- /- /7.3 G 610 /- /- /- /- /33 O Min Brg Width Req = 1.5 G Min Brg Width Req = 1.5 Bearings O & G are a rigid surface Bearing 0 requires a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp Chords Tens. Comp A-B 0 -398 D -E 0 -1020 B -C 0 -929 E -F 0 -406 C- D 0 .1026 F- G 0 - 448 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp N-M 785 0 L -K 1026 0 M-L 1028 0 K -J 851 0 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. Webs Tens. Comp. A- 0 0- 607 K- E 377 0 A- N 635 0 E- J 0 - 640 N -B 0 -616 J -G 669 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, handling, shippin installing.and bracing. , Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) fi5 safely ractices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have proper)y attached structural sheathing and bottom hord shall have a pro er yattach8.d rigid ceiling Locations shown for permanent lateral restraint bf webs shall hav bracing installed per BC I sections B3, B7 or u10, as a .pica e. ApppTy plates to each face of truss and position as shown above and on tI a Joint Details, unless noted otherwise Refer to ALPINEdrawings160A-Z for standard plate positions. Alpine, a divigion of ITW Building Components Grpup Inc. shall not be responsible for any deviation from this drawin any failure to build the ,MN truss In conformance with ANSI/TPI 1, or for handllri4 shipping, installation and bracing 9f trussesA seal on this dr wing or cover pagge , , 2400 Lake Orange Dr. listingthis drawin indicates acceptance of proTessiona! en ineer'n res onsibillttyy solely for the de*q n shoWn. The suicabili Suite 150andseofthisuawingforanystructureistheresponsibilityoftheBuildingDes*grier per'ANSI/TPI 11. ec.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.sbdndust .com; ICC: www.iccsafe org Orlando FL, 32837 Job Number: N330074 9A6/9A7 ,258MB/258TB ,R/O1 Truss Label, FT7 Ply 1 SEQN: 46279 / Tt / SY42 I Cust. R R8975 JRef. 1 Wc189750047 Oty: 10 FROM, RDG DrwNo: 173.18.1156.03396 KM / WHK 06/22/2018 66" + 7'1"2 + 11'4"10 56" 172 4'3" 8 2'6" TYP) 3X6 15X3 =3X4 A B Loading Criteria (ps0 Wind Criteria TCLL: 4000 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL. 0.00 Enclosure: NA BCDL: 5.00 Category. NA EXP' NA Des Ld. 55 00 Mean Height: NA ft NCBCLL: 10.00 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 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 3X3 3X4 11115X3 =3X3 III3X6 C D EF ISH I 1111.5X3 11'4"10 T i Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg NA Ct. NA CAT, NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W 0 626 I - / - / - / - / 7.2Pf: NA Ce: NA VERT(LL): 0.078 L 999 360 Lu' NA Cs NA VERT(TL): 0 157 C 999 240 G 609 I - / - / - / - / 3.0 Snow Duration. NA HORZ(LL). 0.018 B - - O Min Brg Width Req = 1.5 HORZ(TL): 0 029 B Creep Factor: 2.0 G Min Brg Width Req = 1.5 Bearings 0 8 G are a rigid surface. Code I Misc Criteria Bldg Code: FBC 6th ed 201 Max TC CSI. 0 643 Bearing 0 requires a seat plate. TPI Std 2014 Max BC CSI 0.705 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), VIEW Ver 17 02 01A.1115 21 A - B 0 -399 D - E 0 -1025 B- C 0- 933 E- F 0 - 403 WAVE C -D 0-1031 F-G 0 -449 06/22/2018 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 DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trussf require extreme care in fabricating, handlin shi pin installing and bracing Refer to and follow the latest edition of BCSI (Building Compent Safety Information, by TPI ancJ SBCA) f satPety ractices prior to performing these functions. Installers shall provide temporary braciper BCSI Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom hord shall have a proper y attach rigid ceiling Locations shown for permanent IatGral restraint 6f webs shall hav braacingq Installed per BCI sections 83, 87 or 810, as apALPINEdrawis160A-Z for standard plate positions. AlpinQ, a division of ITW Build'ngComponents Grpup Inuhall not be responsible for any deviation from this drawing any failure to build the - rwco,,,,,,, truuss In confofmance with ANTI PI 1, or f(or In I' s Ippinq, installatldn and bracing of,trussesA eat on this drawing or cover page , , 2400 Lake Orange Dr. listing this drawing, indicates acceptance of professionar en ineennq responsibilittyv solelyY or the desi n shown. The sui ability Suite 150anduseofthis rawing for any structure is the responsibilit9lof the Building Desigrier per`ANSI/TPI PAN 2. For more information see this general notes page and these web sites ALPINE. www elpineaw com; TPI. www.tpinst.org; SBCA: www.sbcindustry.com; ICC. www.iccsafe.org Orlando FL, 32837 Job Number: N330074 9A6/9A7 ,258MB/258TB ,R/01 Truss Label: FT7GE Ply. 1 SEON. 46280 / T13 / SY42 Cusl: R R8975 JRef' 1 WC189750047 Oty: 1 FROM. RDG DrwNo. 173 18.1156.03256 KM / WHK 06/22/2018 1'9" 211"1 5'3"2 6'9"2 B'4"2 11'1"2 1'2"12 2'3"6 2 1'2"12 9"14 112"e -i F-- --I F- 11-3.. 1.7„ , 1.2„2 -I I-1'2"6 -I 3x3 4X4 1114X4 1113X4 3X3 1113X6 =6X6 A B C D E F G H 1 J K T? n m P O N M L T S R O 1114X4 6X6 1112X4 —3X4 63"14 6'1" Loading Criteria (psf) Wind Criteria TCLL. 40.00 Wind Std: ASCE 7-10 TCDL: 10.00 Speed: 150 mph BCLL 0.00 Enclosure: Closed BCDL: 5.00 Risk Category. II EXP: C Des Ld: 55 00 Mean Height: 15.00 ft NCBCLL. 10.00 TCDL' 4 2 psf Soffit: 2.00 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 #1 :T2 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 291 plf at 0.00 to 350 plf at 5.88 TC From 387 plf at 5.88 to 387 pif at 11 28 BC: From 10 plf at 0.00 to 10 plf at 10.97 Plating Notes All plates are 1.5X3 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See 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 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 M Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0.053 N 999 360 VERT(fL): 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 /- /- /6.4 J 1330 1112 /102 /- /- /32 Wind reactions based on MWFRS T Min Brg Width Req = - P Min Brg Width Req = 1.5 J Min Brg Width Req = 1.5 Bearings T, P. & J are a rigid surface. Bearings T & P require a seat plate. 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 WI% d G z CO "%,RUN At EN •'' 06/222018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. P - O 420 - 86 N - M 1238 - 227 O - N 1233 - 226 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A - T 119 - 655 E - O 1239 - 214 A - S 576 -117 O - F 135 - 824 S - B 116 - 453 M - J 1597 - 305 P - E 203 - 1200 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp. C - R 94 - 425 1 - M 184 - 913 D - O 80 - 444 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, handling shipping, in$talling,and bracing. , Refer to and follow the latest edition of BCSI (Building onent Safety Information, by TPI and SBCA) handling safely practices prior to performing these functions. Installers shall provide temporary 1g per SCSI. Unless noted oyherwise,top chord shall have proper)yy attached structural sheathing and bottom Chord shall have a propperly led rigid ceiling locations shown for permanent lateral restraint bf webs shall have bracing installed per BCS1 sections $3, B7 or B10 plica e. Apply plates to each face of truss and position as shown above and on the Jom Details, unless noted otherwise. Refer to ngs 160A-Z for standard plate positions a division of ITW Building omponents Group Inc shall not be responsible for any deviation from this drpwing anvy failure to build theinconformancewithANSIrt11, or for handling, shipping, installation and bracing of,trussesA Seal on this dr wir5qq or cover paqe , g this drawing, Indicates acceptance of progesspona. en Ineering responsibilitty solely for the design shown. The suitabilityuseofthisaawingforanystructureispheresponsibilityoftheBuildingDesigrSerperANSI/TPI 1 Sec.2. ALPINE TVCOMMJlV 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330074 9A6/9A7 ,258MB/258TB ,R/01 Truss Label: FTBG Loading Criteria (psf) Wind Criteria TCLL 40.00 Wind Sid. NA TCDL 1000 Speed: NA mph BCLL: 0.00 Enclosure NA BCDL 5.00 Category. NA EXP. NA Des Ld 55.00Dd. DesMean Height: NA ft 10 00 NCBTCDL: 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 Special Loads Lumber Dur Fac =1.00 / Plate Dur.Fac.=1.00) TC' From 100 pIf at 0.00 to 100 plf at 3.43 BC: From 10 pIf at 0.00 to 10 pIf at 3.43 TC. 610 lb Conc. Load at 1.58 Additional Notes Truss must be installed as shown with top chord up. Ply: 1 SEON. 46281 / T3 / SY42 Cust: RR8975 JRef: 1W089750047 Oty' 1 FROM: RDG DrwNo. 173.18.1156.03614 KM / WHK 0622/2018 1' 7"8 1'9"11 3'S" 3 1' 7"8 1'7"8 f-- 1'3"12 --{ 3" F 1—1'3"12—, III 1.5X3 4X4 1111.5X3 =3X6 A B C D T T 1 H G F E 3X4 1112X4 1112X4 = 3X4 i- 3'S"3 Snow Criteria (Pg,Pt in PSF) Pg: NA Ct: NA CAT: N/ Pf NA Ce: NA Lu: NA Cs. NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 6th.ed 201 TPI Std 2014 Rep Factors Used: Yes FT/ RT:12(0)/10(0) Plate Type(s): WAVE Defl/ CSI Criteria Maximum Reactions (Ibs) PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W H 522 / - / - / - / - / 4.0 VERT(LL): 0.016 B 999 360 VERT( TL): 0 028 B 999 240 E 465 1. / - /- /- HORZ( LL): 0.002 B - - H Min Brg Width Req = 1 5 HORZ( TL): 0.003 B E Min Brg Width Reg = - Creep Factor: 2.0 Bearing H is a rigid surface. Max TC CSI: 0.275 Max BC CSI: 0.294 Members not listed have forces less than 375# Max Web CSI 0 259 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens. Comp. B- C 0 -391 C-D 0 -376 Maximum Bot Chord Forces Per Ply (Ibs) VIEW Ver: 17 02 01A 1115 21 Chords Tens Comp. G - F 391 0 vi elf 0••.,....., kp o. 7,08 1 it ; / 06/ 22/2018 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A- H 0 -494 F- D 545 0 A- G 533 0 D- E 0 - 447 G- B 0 -471 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingq shippin installing.and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) fb safety ractices prior to performing these functions. Installers shall provide temporary bracin per BCSI . Unless noted olherwise,top chord shall have property attached structural sheathing and bottom Chord shall have a progefly attach d n id ceiling Locations shown for permanent Iatgral restraint bf webs shall have braacingq installed per BCSI sections $3, B7 or B10 as appI cafste AppTy 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 AlpinQ, a division of ITW Buildl'n4c CComponents Group InC shall not be responsible for any deviation from this drawing anv failure to build the µm,,n truss in conformance with AN001 1, or for handlirSg shipping, installation and bracing of,trussesA Seal on this drawing or over page , , 2400 Lake Orange Dr listingthisdrawingindicatesacceptanceofproTessionarenineerinqresponsibilitysolelyforthedesinshown. The suitability 9 and use of this a awing for any structure is the responsibilitf of the Building Desigrfer per ANSIITPI 1 S15c.2. Suite 150 For more informalion see thisjob's general notes page and these web sites ALPINE www.al ineaw.com; TPI: www inst,or ; SBCk %v w sbandust .comr ICC: wJccsafe.org Orlando FL, 32837 Job Number: N330074 Ply. 1 SEON: 46282 / T73 / SY42 Cust R R8975 JRef 1 Wc189750047 9A6/9A7 ,258MB/258TB ,R/01 Oty 1 FROM. HMT DrwNo: 173.18.1156 03522 Truss Label: FT10G I KM / PPH 06/22/2018 Loading Criteria (psf) TC L L. 40.00 TCDL: 10.00 BCLL: 0.00 BCDL' 5.00 Des Ld: 55.00 NCBCLL 10.00 Soffit: 2.00 Load Duration: 1 00 Spacing: 24.0 " Wind Criteria Wind Std' NA Speed. NA mph Enclosure: NA Category, NA EXP. NA Mean Height NA 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 "1313" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 4 plf at 0 00 to 4 plf at 4.00 BC* From 10 plf at 0 00 to 10 pIf at 4.00 TC: 804 Ib Conc. Load at 0 15, 0.34, 2.15 Additional Notes Truss must be installed as shown with top chord up. 178 2W7 3'11"15 if 178 '+ 8"15+ 1,7„8 '1 1. 3" 12 -- 3" F 1 F'— 1'3"12 --{ 4X6 1112X4 1112X4 =3X6 A B C D T 1! N T H G F E 4X4 = 4X4 1112X4 1113X3 i- 3 11 15 -i 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) 0.023 C 999 360 H 2O08 / - / - / - / - / 4 0 Lu' NA Cs' NA VERT(TL): 0.042 C 999 240 E 505- Snow Duration NA HORZ(LL): -0.009 D - - H Min Brg Width Req = 1 5 HORZ( TL): 0 013 D E Min Brg Width Req = - Code / Misc Criteria Creep Factor: 2.0 Bearing H is a rigid surface. Bldg Code: FBC 61h.ed 201 Max TC CSI 0 860 TPI Std. 2014 Max BC CSI: 0.319 Members not listed have forces less than 375# Rep Factors Used. Yes Max Web CSI 0.384 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. FT/RT:12(0)/10(0) Plate Type(s): A- B 0 -416 C- D 0 -415 WAVE VIEW Ver: 17.01A.1115. 2.021 B - C 0 -438 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp. G - F 438 0 06/22/ 2018 Maximum Web Forces Per Ply (Ibs) Webs Tens. Comp. Webs Tens Comp A-H 0 -2011 C -F 0 -475 A- G 692 0 F- D 597 0 G- B 0- 450 D- E 0 - 468 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) r satPety practices prior to performing these functions. Installers shall provide temporary bracin per BCSI. Unless noted c erwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proper y attached rigqid ceiling Locations shown for ermanent lateral restraint bf webs shall havebr cin installed per BCSI sections B3, B7 or B10, as applicaime. Apply plates to each face, of truss an tl position as shown above and on the JointgDetails, unless noted otherwise kefer to drawings 160A- Z for standard plate positions. ALPINE Alpine, a division of ITW Build 11ncLCompon nts Grpup InC shall not be responsible for any deviation from this drawinp aPvy failure to build the µ , ro,,N MST inconformancewithANSIITPI1, or >gor handling shipping, installation and bracing of,trussesA Seal on this drawiri or cover pa e , , 2400 Lake Orange Dr. listingthis drawinindicatesacceptancepIfproTessionarenineerincresonsibilitysolelyforthedesinshown. The suitability and seofthis iawing for any structure Is the responsibilit7of the Building DesigrSer perANSIITPI 1 Sec.2. ty Suite 150 For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw corn: TPI. www.l inst or , SBCA www.sbdndustry com, ICC' www icesafe org Orlando FL, 32837 Job Number: N330074 Ply: 1 SEQN: 46220 / T37 COMN Cust: R 8975 JRef' 1 Wcl89750047 9A6/9A7 ,258MB/258TB ,R/01 Qty. 8 FROM. PFH DrwNo: 173.18.1156.03349 Truss Label: Al KM / DF 06/22/2018 Loading Criteria (psf) TCLL: 20.00 TCDL: 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL: 1000 Soffit: 0.00 Load Duration. 1.25 Spacing: 24.0 " 7'1022'1"2 30' 710'14 Tl"2 -F 71•z i r10"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 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 #1 :82 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 " 13B" uses design values approved 1/30/2013 by ALSC Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. 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 0 5X5D 30' 10' 20' Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL) 0 126 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 o. T0pl'- TotSA co 'ifONAL 06/22/2018 10' 30' Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1643 / 704 / 1025 / - / 287 / 4.0 F 1643 1704 / 1025 / - / - / 4.0 Wind reactions based on MWFRS B Min Brg 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 DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlin shipping, installing and bracing Refer to and follow the latest edition of BCSI (BuildingtSafetyInformation, by TPI an SBCA) f r safety practices prior to performing these functions Installers shall provide temporary BCSI.. Unless noted olherwise,top chord shall have proper)y attached structural sheathing and bottom chord shall have a properly id ceilppqq. p Locations shown for permanent lateral restraint bf webs shall have bracing installed p?r BCSI sections $3, B7 or 910, e._ A _ T plates to each face. of truss and position as shown above and on the OIn Details, un ess noted otherwise Refer to Alpine, a division of ITW Buitdlnlg omponQnts Group Ins.shall not be responsible for any deviation from this drawing any failure to build theitssinconfotmancewithANSIIT11, or for handling, shipping, installatidn and bracing of trussesA eal on this dr8wirsg or cover page, listing this drawing indicates acceptance of pro4esslonaQ en ineering responslbilltty solelyor the desi n shovdn. The suiQabllltyanduseofthisdrawing, for any structure is the responsibility of the Building DesigrSer per ANSI/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, [CC: www.iccsaf ALPINE riw CDMINIY 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330074 Ply. 1 SEQN• 46221 / T36 / HIPS Cusl: RR8975 JRef, 1Wcl89750047 9A6/9A7 ,258MB/258TB ,R/01 Qty. 2 FROM. RDG DrwNo: 173.18.1156.03271 Truss Label: A2 _ _ J SN / WHK 06/22/2018 6'7" 13' 17' 23'5" 30' 6'7" 6'S" 4' 6'5" 6'7 Loading Criteria (psf) TCLL 20.00 TCDL: 17.00 BCLL: 0.00 BCDL' 1000 Des Ld 47 00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing 24 0 " 10, 10' Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP' C Mean Height: 23.69 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.00 ft Loc from endwall not in 9.00 It GCpr 0.18 Wind Duration. 1.60 4X10 --5X8 D E 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 30' 10, 20' Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0127 1 999 360 VERT(TL): 0.449 1 999 240 HORZ(LL). 0.053 1 - - HORZ(rL) 0.120 1 Creep Factor: 2.0 Max TC CSI: 0.841 Max BC CSI 0.831 Max Web CSI: 0.258 VIEW Ver: 17.02.01A.1115.21 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 W3 2x4 SP #2 N, Lt Wedge 2x4 SP #3::Rt Wedge 2x4 SP #3. Lumber value set "13B" 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 restraint. substitute () scabfob reinforcement may br(1) CLRe usedlanid(2f CLR scabs for (2) CLR'S where shown. Scab r111t11tt11 rulrrn reinforcement to be same size, species, grade, and.••'•'•.. 80% length of web member Attach with 0 128x3" gun y. nails @ 6" oc rj Loading Q 708 1 Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide* clearance Wind SAT O 4A:• Wind loads based on MWFRS with additional C&C member design. Q` rD ••. .• i4'• ., . '• CO oivai rG`.`r• nrydIw tM 06/ 22/2018 10, 1' 30' Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 1618 / 308 / 1030/ - / 254 14.0 G 1631 1308 / 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 s require extreme care in fabricating, handling shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building nent Safety Information, by TPI an c SBCA) gr safety practices prior to performing these functions. Installers shall provide temporary per BCSI. Unless noted olherwise,top chord shall have properix attached structural sheathing and bottom hord shall have a properly drigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginslelledperBCIsectionsB3, 87 or 810, Ica ge Apply plates to each face of truss and position as shown above and on the Joinl Details, unless noted otherwise Beier to 3s 160A-Z for standard plate positions. a division of ITW BuilM,$c Components Grpup InC shall not be responsible for any deviation from this drewin any failure to build the cgnfdrmancewithAN11/TPI 1, or for hantllirl4 shippin9, installatl pn and bracing of,trussesA seal on this dr wirf9 or cover pa e, thisdrawingindicatesacceptanceofprogessronagenineerinqresponsibilitysole) for the des i n sho gn. The sui gabllrty eofthisgiawingToranystructureistheresponsibilityoftheBuildingDesigrierper1ANSIrrPI1Sec.2. ALPINE MINI00AArM1Y 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: N330074 Ply 1 SEON 46222 / T35 / HIPS Cusl: R R8975 JRef 1 Wc189750047 9A6/9A7 ,258MB/258TB ,R/01 Oly, 2 FROM: RDG DrwNo 173 18.1156.03520 Truss Label: A3 _ _ _ _ KM / WHK 06/22/2018 11' 19, 245" 30' S.S., ' 1 8' 5,5„ 57„ - i SS00514 T2= SS0514 30' 1' 10, 10, 10' 1' 10, 20' 30' Loading Criteria (psf) TCLL: 20.00 TCDL: 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 47 00 NCBCLL: 10.00 Soffit. 000 Load Duration: 1.25 Spacing 24 0 " Wind Criteria Wind Sid' ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category II EXP: C Mean Height: 23.19 it TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 it GCpr 0.18 Wind Duration 1 60 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 Sid 2014 Rep Factors Used Yes FT/RT 20(0)/10(0) Plate Type(s): WAVE, HS, 18SS Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0.124 1 999 360 VERT(fL): 0.446 1 999 240 HORZ(LL). 0.056 1 - - HORZ( L) 0.129 1 Creep Factor: 2.0 Max TC CSI: 0.865 Max BC CSI: 0.839 Max Web CSI: 0 199 VIEW Ver: 17.02.01A.1115.21 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N :T2 2x4 SP #1. Bot chord 2x4 SP #1 Webs 2x4 SP #3 ,W3 2x4 SP #2 N: Lt Wedge 2x4 SP #3::Rt Wedge 2x4 SP #3: Lumber value set " 13B" 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 Ill/lllll411rgra) or scab reinforcement may be used in lieu of CLR NINE n„ restraint. substitute (1) scab for (1) CLR and (2) P> AA reinforcement where to be same size, species, grade, and ti' `•• 1•-•'' "• ''. 80% length of web member Attach with 0.128x3" gun \G S .• : nails Q 6" oc. •: Loading ! 0 70$ 1• Truss passed check for 20 psf additional bottom chord Irve load in areas with 42"-high x 24"-wide clearance. Wind O; Q Wind loads based on MWFRS with additional C&C ' Q '•. ` 1 .•• member design /C•••• •• co ONAL 06/22/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1599 / 437 / 1029/ - / 220 / 4 0 G 1621 / 437 / 1029 / - /- 14.0 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 1069 - 2660 E - F 972 - 2355 C - D 972 - 2301 F - G 1068 - 2711 D -E 933-1913 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp Chords Tens. Comp. B - J 2273 - 829 1 - G 2318 - 856 J - 1 1952 - 635 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens Comp J - D 502 -134 E - 1 503 - 123 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care In fabricating, handlingq shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building tSafetyInformation, by TPI an SBCA) fi5} safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted otherwise,top chord shall have proper)yy attached structural sheathingg and bottom Chord shall have a propperly S Id ceiling Locations shown for permanent lateral restraint bf webs shall hav brawn insl4,lled per SCSI sections $3, B7 or 810 eAppTyplatestoeachfaceoftrussandpositionasshownaboveandonttaJoinrDetails, unless noted otherwise. kefer to' 60A- Z for standard plate positions of from this drpwinp anv failure to build the eal on this dr8wirlg or cover page for the design shown. The sui ability ALPINE any mrrwrm' V 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: N330074 Ply: 1 SEQN: 46223 / T34 / HIPS Cust: R R8975 JRef. 1 Wc189750047 9A6/9A7 ,258MB/258TB ,R/01 Qty: 2 FROM: RDG DrwNo. 173.18.1156.03474 Truss Label: A4 KM / WHK 06/22/2016 5'11" 21' 24'1" 30' 5'1 1" 3'1" 6' 6' 3'1'. 51111, 4X6 =4X4 =4X6 D E F T12 @ 2jC4 0 2X4 T 0n B1 i7 N H A Iye 4X6(B2) =5X8 =5X8 4X6(B2) 30' 1' 10, 10, 10, 1' 10, 20' 30' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL. 20.00 Wind Std ASCE 7-10 Pg: NA Ct. NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL 17.00 Speed: 150 mph Pf: NA Ce: NA VERT(LL): 0.124 E 999 360 B 1548 / 440 / 1022/ - / 187 / 4.0 BCLL 000 Enclosure Closed Lu: NA Cs: NA VERT(TL): 0.475 E 999 240 H 1548 / 440 / 1022 / . / - / 4.0 BCDL: 1000 Risk Category. II Snow Duration NA HORZ(LL)- 0.048 J - Wind reactions based on MWFRS EXP C HORZ L : 0.117 JDes47.00 ) B Min Br Width Re 1 8 Mean Height 22 69 ft NCBCLL 10 00 Code I Misc Criteria Creep Factor 2 0 TCDL: 4.2 psf H Min Brg Width Req 1.89q Soffit: 0.00 BCDL. 5 0 psf Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.782 Bearings B & H are a rigid9gid 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 ItFT/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 Lumber C - D 997 - 2199 F - G 997 - 2199 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 Wind Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. Wind loads based on MWFRS with additional C&C member design. D - K 626 - 251 J - F 626 - 251 µuunruuraurq GE Sic' ' " o. T08 1 r SAT O . QFy,ot COA S QNALoW 06/22/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingq shippin installing and bracing. Refer to and follow the latest edition ofComponent ractices BCSI (Building Safety Information, by TPI an a SBCA) fi5r safety prior to performing these functions Installers shall provide temporary bracin per BCSI. Unless noted c herwise,top chord shall have proper)y attached structural sheathinq and bottom chord shall have a proper y attachd rigid ceiling Locations shown forDermanent latgral restraint Of webs shall hav bracing inslalled per BCSI sections $3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on tI a JoinrDetails, unless noted otherwise Defer to drawings 160A-Z fpr standard plate positions. ALPINE Alpina, a division of ITW Build1'ncct Components Group 1%. shall not be responsible for any deviation from this drawing any failure to build the µ,,,,co,, truss In cpnformance with ANSI/TPI 1, or for handling, shipping, installatidn and bracing of trussesA seal on this dr8winq or cover pa e 2ao0 Lake Orange Dr listingthisdrawingindicatesacceptanceofproTessionarenineerinqresponsibilittyvsolelyforthedes?qqn shov7n. anduseofthisdrawingforanystructureistheresponsibilityoftheBuildingDesigrSerperANSI/TPI 1 S"ec.2. The suifability Suite 150 For, more information see this job's general notes page and these web sites: ALPINE: www al ineaw.com; TPi, www t inst or ; SBCA: www sbdndust .com; ICC: wwwiccsafeorg Orlando FL, 32837 Job Number: N330074 Ply. 1 SEQN: 46224 / T52 / SPEC Cust: R R8975 JRef: 1 WcIB9750047 9A6/9A7 ,258MB/258TB ,R/01 Qty: 1 FROM: PFH DrwNo: 173 18.1156.04770 Truss Label: A5G KD / DF 06/22/2018 7' 15, 23' 30' I 7, - T- 8' 8' 7, e SSC712 1113XD8 8XE10 T2 2 T6 a) a) 4X6(C1) o=5X5(C8) W2 T3 a =4X 8) 1( 6 F11yeA G TK 1114X8 =SS1017 1112X4=4X4(C1) 30' i 1' I 6'10"4 I 81"12 8'1"12 6'10"4 i 1' i 6'10"4 T 15, + 23'1"12 30' Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL' 20.00 Wind Std: ASCE 7-10 Pg NA Ct: NA CAT: NA PP Deflection in loc 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 / - / - / - / 4.0 BCLL. 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.849 D 663 240 F 2897 / 1290 / - / - / - / 4.0 BCDL, 10.00 Risk Category. II Snow Duration, NA HORZ(LL): 0 039 C - - Wind reactions based on MWFRS EXP. C Des Ld: 47.00 HORZ L : 0.093 C K Min Br Width Re 3.2gqMeanHeight' 22 19 ft NCBCLL: 10.00 TCDL: 4.2 psf Code / Misc Criteria Creep Factor 2 0 F Min Brg Width Reg = 2 4 Soffit. 0.00 BCDL: 5.0 psf Bldg Code: FBC 51h.ed 201 Max TC CSI: 0.928 Bearings K & F are a rigid surface 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) 20(0) 1Loc. from endwall' not In 144.00 FTIRT:20(0)/10(0) Chords Tens.Comp. Chords Tens Comp. GCpI' 0.18 Plate Wind Duration: 1.60 WAVE, 18SS VIEW Ver: 17.02.02A.1213 21 B - C 3760 -7769 D - E 4104 -9211 Lumber Wind C - D 4107 - 9214 E - F 2436 - 5479 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 MODIFIED! B - J 6883 -3260 1 - H 4825 -2129 Sot chord 2x8 SP 2400f-2.OE J - 1 6844 - 3259 H - F 4824 - 2124 Webs 2x4 SP #3 W2 2x4 SP #2 N: THIS TRUSS MUST BE INSTALLED AS SHOWN AND NOT END FOR END. W4 2x4 SP 2400f-2 OE' Maximum Web Forces Per Ply (Ibs) Lumber value set "13B" uses design values Webs Tens Comp Webs Tens Compapproved1/30/2013 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 suitableM1lurrnrurlryr support by erection contractor. .So' used in id CLR ..••in/'iyscabescabmayb( 1) orntrestraint. ntt. substitute ( ) r CLR ane (2)f { I` •E scabs for (2) CLR'S where shown. Scab ` GS reinforcement to be same size, species, and %; grade, •• 80% length of web member. Attach with 0.128x3" gun nails @ 6" oc. _ 0. 708 1 Special Loads * i • Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) r TC. From 78 SAT 0 ' plfat -1.00 to 78 plf at 31.00 t Q A BC' From 20 pIf at 0.00 to 20 plf at 30.00 1; :• l V f TC: lb Conc. Load at .03 ' • v 250 9 TC: 250 lb Conc. Load at .06,11.06,13.06 IC ••••., .••r SC: 574 lb Conc Load at 7.03 S ""f JI"'• N1177 BC: 136 lb Conc. Load at 9.06,11 06,13.06 COA , rf QtV IiL a+ BC: 1389 lb Conc Load at 14.27$+;thy+ 0 5/22/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building Component Safety Information, byTPI anO SBCA) fb safety to these functions. Installers temporary practicespriorperformingshallprovidebracin per BCSI Unless noted otherwise,top chord shall have property attached structural sheathing and bottom hord shall attachrl4idceilingLocationsshownforpermanentlateralrestraintbfwebsshallhavebraacinginstalledpgrBCIsectionshave a property B3, B7 or 810, as a .p ica e. AppTy plates to each face, of truss and position as shown above and on the JoinCDetails, un ess noted otherwise. Refer to drawings 16OA-Z for standard plate positions. ALPINE AlAlpine, a division of ITW Building CCompon nts Grpup InG shall not be responsible for any deviation from this drawing any failure or to build the n inconformancewithANSI/TPI 1, or handiirSq, shipping, installation and bracing of trussesA seal on this drawin or listingthisdrawingindicatesacceptancefproTessionarenineennresonsibilitysolelyforthedesignshon. andseofthisdrawing, for any structure the the Building Designer 1 Si5c.2. w, cover page , , 2400 Lake Orange Dr. ThesuitabilitySuite150isresponsibilit-7ofper'ANSI/TPI For more information see this ob's general notes page and these web sites ALPINE www al inedw.com; TPI: www tipinst or ; SBCA www.sbcindustry.com. ICC www imsele org Orlando FL, 32837 Job Number: N330074 Ply: 1 SEON. 46225 / T49 / HIPS I Cust: R R8975 JRef: 1 Wc189750047 9A6/9A7 ,258MB/258TB ,R/01 Oty. 1 FROM RDG DrwNo 173 18 1156.04644 Truss Label: A5GA KD / DF 06/22/2018 T 15' 23' 30' i 7. i 8' - i 8, 'i 7, - 1 8X8 1113X8 S 8X8 C D T2 E T , 2 6 a) (a) p=6X6(C3 W2= 6X6(C3) B F A L M i H: 5X5(C3) 1114X4 =H1014 1114X4 = 5X5(C3) 6' 10"4 6' 10"4 Loading Criteria (psf) Wind Criteria TCLL' 20.00 Wind Std' ASCE 7-10 TCDL: 1700 Speed. 150 mph BCLL: 0.00 Enclosure Closed BCDL. 1000 Risk Category: II EXP C Des Ld: 4700 Mean Height: 22 19 ft NCBCLL' 10.00 TCDL 4.2 psf Soffit: 0.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist 0 to h/2 Spacing. 24 0 " C&C Dist a 3.00 ft Loc from endwall: not in 144.00 GCpi: 0.18 Wind Duration, 1.60 Lumber Value Set. 13B (Effective 6/1/2013) Top chord 2x4 SP 2400f-2.OE :T2 2x6 SP SS Bot chord 2x6 SP SS Webs 2x4 SP #3 :W2, W4 2x6 SP #2 N: Lt Wedge 2x4 SP #3::Rt Wedge 2x4 SP #3: Lumber value set "l3B" 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 Q 6" oc. Wind Wind loads and reactions based on MWFRS. Bearing Block(s) Brg blocks.0 128"x3" nails brg x-loc #blocks length/blk #nails/blk wall plate 1 0.000, 1 12" 4 Rigid Surface 2 29.667' 1 12" 4 Rigid Surface Brg block to be same size and species as chord. Refer to drawing CNNAILSP1014 for more information. 30' 8'1"12 8'1"12 6'10"4 15, 23' 1"12 30' Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT NA PP Deflection in loc Udell U# Pf: NA Ce NA VERT(LL): 0.264 D 999 360 Lu: NA Cs. NA VERT(TL): 0.987 D 569 240 Snow Duration NA HORZ(LL). 0.069 H - HORZ(TL) 0164 H Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 6th.ed 201 Max TC CSI. 0.969 TPI Std: 2014 Max BC CSI: 0.869 Rep Factors Used: Yes Max Web CSI 0.535 FT/RT 20(0)/10(0) Plate Type(s): VIEW Ver, 17 02 02A.1213.21WAVE, HS Special Loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac =1.25) TC: From 78 plf at -1.00 to 78 plf at 7.00 TC From 39 plf at 7.00 to 39 plf at 23.00 TC' From 78 plf at 23.00 to 78 plf at 31.00 BC: From 20 plf at 0.00 to 20 pit at 7.03 BC: From 10 plf at 7.03 to 10 pit at 22 97 BC From 20 plf at 22.97 to 20 plf at 30.00 TC: 565 lb Conc. Load at 7 03 TC: 254 Ib Conc. Load at 9 06.11 06,13.06,15.00 TC: 250 Ib Conc. Load at 16 94,18.94,20.94 TC 562 lb Conc. Load at 22 97 BC: 579 lb Conc. Load at 7.03 BC: 137 lb Conc Load at 9.06,11.06,13.06,15.00 BC: 136 lb Conc. Load at 16 94,18.94,20.94 BC 574 lb Conc. Load at 22 97 0.708 1 a t SAT 0 Q COA g/ONAL 06/22/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 3660 / 1670 / - I - / - / 4.0 F 3652 / 1660 / - I - / - / 4.0 Wind reactions based on MWFRS B Min Brg Width Req = - F Min Brg Width Reg = - Bearings B & F are a rigid surface. T i+t0 T Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens Comp B - C 3192 - 7023 D - E 4029 - 8777 C - D 4029 - 8777 E - F 3170 - 7004 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens. Comp B - J 6179 - 2790 1 - H 6133 - 2770 J - 1 6151 - 2790 H - F 6161 - 2770 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. Webs Tens. Comp J- C 684 0 1- E 2896 -1378 C- I 2877 - 1356 E- H 678 0 D - 1 1058 - 1584 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 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 anSBCA) f r safety practices prior to performing these functions. Installers shall provide temporary bracin per BCSI.. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properyy attach , rgid ceiling Locations shown for permanent lateral restrdint yf webs shall hay braacingq inslalled per BCSI sections B3, 87 or 910 as applicable Apply plates to each face of truss and position as shown above and on t e Joint Details, unless notetl otherwise. Refer to ALPINE drawings160A-Z f r standard plate positions A pine, a division of ITW Bulldl1'n44CCompon rnts Group Ins. shall not be responsible for any deviation from this drpwin any failure to build the RWCO,,,µ,. truss in confdrmance with ANSI/fP1 1, or or handliriq, shipping, installation and bracing of,trussesA Seal on this dr wirS or cover page , , 2400 Lake Orange Dr. listingthisdrawinindicatesacceptanceofproTessionarengineeringresonsibillttyysolelyforthedesinsho7gn. The sui yyability andseofthisurawingforanystructureistheresponsibilityroftheBuildingDesigrSerper1ANSI/TPI 1 ! c.2. 1d T Suite 150 For more information see this job's general notes page and these web sites: ALPINE. www.at ineitw cam; TPI: w .t inst or , SBCA www sbundust .com; ICC: w iccsafe org Odando FL, 32837 Job Number: N330074 9A6/9A7 ,258MB/258TB ,R/01 Truss Label: G1 5'7"4 5'7"4 nEOrn h Ply: 1 SEON: 46226 / T18 / COMN Cust: R R8975 JRef: 1 Wc189750047 Qty. 4 FROM RDG DrwNo. 173.18 1156 03599 KM / WHK 06/22/2018 1018" 15'8"12 21'4" 5'0" 12 5'0" 12 574 4x8D 21'4" i 7'4"4 1 6.711 7'4"4 7'4"4 T 13'11"12 21'4" —I 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: 17.00 Speed. 150 mph Pf: NA Ce: NA VERT(LL)- 0.049 H 999 360 B 1126 / 323 / 775 / - / 201 / 8 0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL)- 0.188 H 999 240 F 1043 / 291 / 631 / - / - / 8.0 BCDL 1000 Risk Category, II Snow Duration' NA HORZ(LL): 0.020 G - - Wind reactions based on MWFRS Des Ld 47.00 EXP: CMeanHORZ(fL): 0.048 G - - B Min Brg Width Req = 1.6 NCBCLL. 10.00 Height 15.00 ft TCDL 4.2 psf Code / Misc Criteria Creep Factor: 2.0 F Min Brg Width Req = 1 5 Soffit 0.00 BCDL: 5.0 psf Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.387 Bearings B & F are a ri i9g d surface. Load Duration. 1 25 MWFRS Parallel Dist h/2 to h TPI Std: 2014 Max BC CSI 0.680 Bearings B & F require a seat plate. Spacing 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI. 0.210 Members not listed have forces less than 375# Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi. 0.18 Plate Type(s) Chords Tens.Comp Chords Tens Comp Wind Duration, 1.60 WAVE VIEW Ver 17.02.01A.1115 21 Lumber B - C 612 - 1770 D - E 637 -1562 C - D 609 - 1552 E - F 639 - 1781 Value Set 138 (Effective 6/1/2013) Top chord 2x4 SP #2 N Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Chords Tens.Comp Chords Tens Comp Lumber value set 13131" uses design values B - H 1510 -483 G - F 1522 -485 approved 1/30/2013 by ALSC H - G 1025 -257 Wind Maximum Web Forces Per Ply (Ibs) Wind loads based on MWFRS with additional C&C Webs Tens.Comp. Webs Tens. Comp. member design. C - H 218 - 377 D - G 550 - 213 H - D 535 - 205 G - E 220 - 384 06/22/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingg, handlingq shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI anc7 SBCA) fb safety practices prior to performing these functions. Installers shall provide temporarryy bracin per BCSI. Unless noted c1herwise,top chord shall have properly attached structural sheathing and bottom Ghord;hall have a properlyattachR, rigid ceiling Locations shown forpermanent lateral restraint bf webs shall have bra8cin9 insTalled per BCSI sections B3, B7 or B10 as applicable. Apply plates to each face oftruss and position as shown above and on the JoinrDetails, unless noted otherwise Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildl'ncqLComponQnts Group InC. shall not be responsible for any deviation from this drawin anyy failure to build the ., coMrr r truss inconformancewithANS11PI1, or for handling, shipping, installation and bracing of trussesA Seal on this drNir5g or cover pa e , , 2400 Lake Orange Dr. listing thisdrawing, indicates acceptance of proTessionar en ineering responsibility solely for the design sho gn. The suiCability 9 and use of this o awing for any structure is the responsibility of the Building Desigrier per ANSI/TPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites ALPINE www.al ineitw.cem; TPI: www t inst org, SBCA www.sbcindustry.com. ICC: w .iccsafe.orq Orlando FL, 32837 Job Number: N330074 9A6/9A7 ,258MB/258TB ,R/01 Truss Label: G1A Loading Criteria (psg TCLL: 2000 TCDL: 1700 BCLL: 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL: 10.00 Soffit: 000 Load Duration. 1.25 Spacing 24 0 " Lumber Ply' 1 SEON: 46227 / T24 / COMN Cust. R R8975 JRef: 1 Wc189750047 Oly. 5 FROM' RDG DrwNo 173 18 1156.03193 FV / DF 06/22/2018 5'7"4 10'8" 1S'8"12 21'4" 50"12 -}- 5'0"12 -}- 57"4 a 4X8D 21 '4" 7'4"4 _ 6'7"8 T4"4 1' _( 7'4"4 T 13'11"12 + 21'4" i 1 Wind Criteria Wind Std: ASCE 7-10 Speed, 150 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL. 5.0 psf MWFRS Parallel Dist h/2 to h C&C Dist a. 3.00 ft Loc. from endwall: not in 9.00 ft GCpi 0 18 Wind Duration: 1.60 Value Set. 138 (Effective 5/1/2013) 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 Cl NA CAT Ni Pf: NA Ce: NA Lu NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 61h.ed 201 TPI Std' 2014 Rep Factors Used: Yes FT/RT 20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.049 H 999 360 VERT(TL): 0.188 H 999 240 HORZ(LL): 0.020 H - HORZ(fL): 0.048 H Creep Factor: 2.0 Max TC CSI, 0 370 Max BC CSI: 0 670 Max Web CSI: 0.205 VIEW Ver, 17 02.01A.1115.21 S., F 14 t •' 0.708 1 o t• SAT O Q coA SpONAL N 06/22/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1123 /322 /774 /- /214 /80 F 1123 / 322 / 774 / - /- / 8.0 Wind reactions based on MWFRS B Min Big Width Reg = 1.6 F Min Brg Width Req = 1.6 Bearings B & F are a rigid surface Bearings B & F require a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens. Comp B - C 602 -1765 D - E 603 - 1548 C - D 603 - 1547 E - F 602 - 1766 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens Comp. B - 1 1506 - 426 H - F 1506 - 452 1 - H 1020 - 225 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp C - 1 217 - 376 D - H 537 - 207 I - D 536 - 207 H - E 217 - 376 WARNING" READ AND FOLLOW ALL NOTES ON THIS 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 an SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracin per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a pro erlyattach p d rigid ceiling. Locations shown for permanent lateral restraint of webs shall In bracing installed per BCSI sections B3, B7 or 910, as a ica e A T plates to each face of truss and position as shown above and ca tie Joint Details, unless noted otherwise. f eter to ALPINEdrawings160A-Z for standard plate positions. Alpine, a division of ITW BUild11'n1g omponpnis Group 1 . shall not be responsible for any deviation from this drewin apy failure to build the µwm,,,,,,,,, truss in conformance with NSI/T 1 1, or or handlirtp shipping, installatl6n and bracing of,trussesA Seal on this dr wing or cover page , , 2400 Lake Orange Drlistingthisdrawingindicatesacceptanceofproessionaenineerinqresponsibilitysolelyforthedesignshon. The suitability 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 ineaw corn; TPI: www.t inst.or ; SBCA: www.sbandust .com, ICC www imsefe org Orlando FL, 32837 Job Number: N330074 Ply,1 SEQN. 34334 / T59 / GABL Cust. RR8975 JRef. 1WO89750047 9A6/9A7 ,258MB/258TB ,R/01 Qty: 1 FROM: PFH DrwNo' 173 18 1156.08278 Truss Label: GE1 KID / DF 06/22/2018 n so n Loading Criteria (psf) TCLL 20.00 TCDL: 17.00 BCLL: 0.00 BCOL. 1000 Des Ld 47.00 NCBCLL: 10.00 Soffit 000 Load Duration, 1.25 Spacing: 24 0 " Lumber E7 10,81• 14'5"2 1s•8"j_2 21'4" , 4'3'7 1 5'6"12 ' i 3.9••2 '{ IN. 574 I 744 7'4"4 Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure, Closed Risk Category: II EXP. C Mean Height: 15.00 it TCDL: 4.2 psf BCDL 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration. 1 60 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 Plating Notes All plates are 2X4 except as noted. Wind Wind loads and reactions based on MWFRS. TYP) I06X8H io 9,4" 21'4" 13' 11"12 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W B 870 / 779 / - / - / - / 8.0PfNACeNAVERT(LL): -0.077 D 999 360 Lu: NA Cs' NA VERT(fL)' 0.170 1 999 240 N 870 / 779 / - / - / - / 8.0 Snow Duration. NA HORZ(LL): -0.031 D - - Wind reactions based on MWFRS HORZ(TL). 0 037 P Creep Factor: 2.0 B Min Brg Width Req = 1 5 N Min Brg Width Req = 1 5Code / Misc Criteria Bldg Code' FBC 6th.ed 201 Max TC CSI 0.451 Bearings B & N are a rigid surface. TPI Std: 2014 Max BC CSI- 0.672 Bearings B & N require a seat plate. Rep Factors Used: Yes Max Web CSI 0.297 FT/RT.20(0)/10(0) Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens Comp. VIEW Ver 17 02 02A.1213.21 B - C 1211 -1377 H - K 960 - 1237 WAVE C - E 1068 -1320 K - M 1068 - 1322 E - H 959 -1235 M - N 1212 - 1377 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens Comp. B - Q 1206 -1001 P - N 1205 - 1001 Q - P 766 - 640 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. Q - U 531 - 308 H -AC 536 - 341 U - H 533 - 341 AC- P 534 - 308 Additional Notes ptuurnu++rrrp See DWGS A16015ENC101014 & GBLLETIN1014 for .di * 7r ip gable wind bracing and other requirements. 1 ty •. ••,.......... r -, Member to be lateral braced for horizontal wind loads n 1 bracing system to be desiged and furnished by others. 4T +GE S`F •. 1 •' 0. 708 1 S AT 0 • Q COA01V 06/22/2018 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 an c7 SBCA) f) safety practices prior to performing these functions Installers shall provide temporary bracin per BCSI. Unless noted ovlervvise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attach d rigid ceiling Locations shown forpermanent lateral restrAint bf webs shall hav braGn9 installed per BCI sections ¢3, 87 or 810, asapplicable. Apply plates to each face of truss and position as shown above and on tt a Joint Details, unless noted otherwise. Beier to ALPINE drawings160A-Z for standard plate positions. Alpine, a division of ITW Buildl1'nlgCComponpnts Group In shall not be responsible for any deviation from this drawin any failure to build the nwco,,,,, truss in conformance with ANSIltP1 1, or or handlirlI s ipping, installati6n and bracing of,trussesA seal on this dr wing or cover paqe , , 2400 Lake Orange Dr. listingthisdrawingindicatesacceptanceofproTessionafenineeringresponsibilrt solely for the desi n shown. The suiCability and use of this d awing for any structure is the responsibility' the Building DesigrSer perANSIITPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites: ALPINE www al inedw.com: TPI: www t inst or , SBCA www sbandust .com: ICC www imsafe org Orlando FL, 32837 Job Number: N330074 9A6/9A7 ,258MB/258TB ,R/01 Truss Label: C1GB Ply: 1 I SEON. 46229 / T44 / COMN Cust: R R8975 JRef: 1 Wc189750047 Oty' 1 FROM' PFH DrwNo: 173 18.1156 08185 KID / DF 06/22/2018 4'S" 12 8'2" 11' 10"4 16'4" 4'S"12 3'8"4 -}- 3'8"4 -}- 4. 4X4 D III— = 9AO 1114A4 16'4" t2 0 0 t—o- 20T'1 4 4'4" 1' I 4'4" 3'10" T 8'2" 3'10" + 12' 4'4" 164" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf In PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL' 20.00 Wind Std: ASCE 7-10 Pg. NA Ct: NA CAT NA PP Deflection In loc Udef! U# Loc R / U / Rw / Rh / RL W TCDL 17.00 Speed: 150 mph Pf: NA Ce NA VERT(LL): 0 063 H 999 360 B 1771 / 813 / - I - I - 4 0 BCLL: 000 Enclosure Closed Lu: NA Cs: NA VERT(TL): 0.235 H 999 240 F 2086 / 928 / - I - / - 4.0 BCDL' 10.00 Risk Category: II Snow Duration' NA HORZ(LL) 0.019 G - - Wind reactions based on MWFRS Des Ld47.00 HORZ(TL) 0 046 G B Min Brg Width Req = 2.5 NCBCLL. 10.00 Mean Height: 22.48 ft TCDL: 4 2 psf Code / Misc Criteria Creep Factor: 2.0 F Min Brg Width Req = 2.9 Soffit: 0.00 BCDL: 5.0 psf Bldg Code: FBC 61h.ed 201 Max TC CSI. 0 485 s rigid BearingsB & F are a surface Load Duration 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.923 Members not listed have forces less than 375# Spacing: 24.0 " C6C Dist a. 3 00 ft Re Factors Used: Yes pMax Web CSI: 0.640 Maximum Top Chord Forces Per Ply (Ibs) Loc from endwall. Any 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 02A 1213 21 B - C 1304 - 2884 D - E 1042 - 2296 Lumber C - D 1042 - 2295 E - F 1458 - 3229 Value Set 13B (Effective 6/1/2013) Maximum Bot Chord Forces Per Ply (Ibs) Top chord 2x4 SP #2 N Chords Tens Comp. Chords Tens. Comp. Botchord2x6SP #2 N Webs 2x4 SP #3 B - I 2504 -1121 H - G 2797 -1253 Lumber value set "1313" uses design values I - H 2493 - 1118 G - F 2818 - 1261 approved 1/30/2013 by ALSC Special Loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 78 plf at -1.00 to 78 plf at 16.33 BC From 20 plf at 0 00 to 20 plf at 16.33 BC: 41 lb Conc. Load at 1 09 BC: 151 lb Conc. Load at 3.09 BC: 249 lb Conc. Load at 5 09 BC 347 lb Conc. Load at 7.06, 9.06.11.06,13.06 15. 06 Wind Wind loads and reactions based on MWFRS. Additional Notes WIND LOAD CASE MODIFIED' 06/ 22/2018 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp Webs Tens. Comp. C - H 263 - 582 H - E 422 - 940 D - H 1681 - 696 E - G 638 - 218 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care In fabricatingg, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) f r safety practices prior to performing these functions Installers shall provide temporary bracin per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proper y attachd r qid ceilingLocations shown for permanent lateral restrdint of webs shall havebracing inslgilled per BCSI sections $3, B7 or 810, as appIcae. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise Refer to ALPINE drawings 160A-Z for standard plate positions. Alppine, a division of ITW Build 11'nComponQnts Group In`. shall not be responsible for any deviation from this dr?wing any failure to build the ,,,„C tNss InconformancewithANSI/PI 1, or for handlirl4, shipping, installation and bracing of,trussesA seal on this dr8winq or cover pa e , , 2g00 Lake Orange Dr. listing thisdrawing,indicates acceptance of proTesslonar en ineernq responsibility solely for the des i n shovJn. The sui Qablllty and useofthisawingforanystructureistheresponsibiIWoftheBuildingDesigrferperANSI/TPI 1 Sec.2. Suite 150 For more Information see this job's general notes page and these web sites: ALPINE. w al Ineaw cam; TPI: www.t Inst.or , SBCA w sbdndustry com ICC' w iccsafe.org Orlando FL, 32837 Job Number: N330074 9A6/9A7 ,258MB/258TB ,R/01 Truss Label: C1G Ply. 1 SEQN. 46230 / T58 / GABL Cust: R R8975 JRef' 1 WO89750047 Qty: 1 FROM. PFH DrwNo' 173.18 1156 08138 KD / DF 06/22/2018 1'31 87' t'"12 16'4" r 1'31 6'10"3 12 8'0"4 , i— 2' --(- 4• i rYP) 4-r m 04F N O 20'1"14 1, y 16'4" 8'3"12 87'12 8'0"4 16'4" Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 2000 Wind Sid. ASCE 7-10 Pg. NA Ct NA CAT' NA PP Deflection in loc Udef! U# Loc R / U / Rw / Rh / RL / W TCDL: 17.00 Speed: 150 mph Pf: NA Ce: NA VERT(LL): -0.105 H 999 360 B 878 / 374 / 600 / - / 173 / 4.0 BCLL' 0.00 Enclosure: Closed Lu' NA Cs. NA VERT(TL) 0.335 H 915 240 J 878 / 374 / 600 / - / - / 4 0 BCDL. 10.00 Risk Category' II Snow Duration: NA HORZ(LL): -0.049 D - - Wind reactions based on MWFRS Des Ld: 47.00 EXP: CMeanHeight' 22.48 ff HORZ(TL): 0.096 D - - B Min Brg Width Req = 1.5 NCBCLL: 10.00 TCDL: 4.2 psf Code / Misc Criteria Creep Factor' 2.0 J Min Brg Width Req = 1.5 Soffit. 0.00 BCDL: 5 0 psf Bldg Code FBC 6th.ed 201 Max TC CSI. 0.644 Bearings B & J are a rigid surface. 9 9 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.756 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 0.567 Maximum Top Chord Forces Per Ply (Ibs) Loc from endwall: Any 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 02A.1213.21 B - C 929 -1238 F - I 778 - 1018 Lumber C - F 778 -1018 1 - J 932 - 1238 Value Set: 13B (Effective 6/1/2013) Maximum Bot Chord Forces Per Ply (Ibs) Top chord 2x4 SP #2 N Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP #2 N Webs 2x4 SP #3 B - L 1029 -715 L - J 1029 -729 Lumber value set "'I 3B" uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. Plating Notes All plates are 2X4 except as noted. F - O 497 - 344 Wind Wind loads based on MWFRS with additional C&C member design. IlIV See AdditionalNotes Aolt6030ENC101014 & GBLLETIN1014 for P U. rrnr/fj y r, gable wind bracing and other requirements.••.r.• E •••••••11% , Member to be laterally braced for horizontal wind loads.1 • . \v S •.• bracing system to be desiged and furnished by others. 3 .• o. 708 1 o• S AT 0 ' COA, ONA1. nva. r.t"IVA, 06/ 22/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care In fabricatingg, handlingg shI pin in talling,and bracing Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI ant? SBCA) fb sarety ractices prior to performing these functions. Installers shall provide temporary) bracin per BCSI. Unless noted o erwise,top chord shall have proper)y attached structural shealhinp and bottom chord shall have a properly attachrigidceilinLocationsshownforpermanentlatgralrestraintOfwebsshallhavbraacingqinstalledperBCSIsections83, B7 or B10, as app Ica e. Applgy plates to each face of truss and position as shown above and on1e Joint Details, unless noted otherwise. Refer to ALPINE drawings160A-Z for standard plate positions. Alpiny, a division of ITW Buildl1ncc Components Group Inc. shall not be responsible for any deviation from this drpwin any failure to build the -rrwc r truss in conformance with ANSIlTPI 1, or for handling, shipping, installatidn and bracing of trussesA Seal on this dr wing or cover paqe , , 2400 Lake Orange Dr. listing thisdrawing,indicates acceptance of pro) essionar en ineeni responsibility sole) for the des, n shown. The suiTablllty and useofthisawingforanystructureistheresponsibilitoftheBuildingDesigrferper'ANSI/TPI1 S c.2. Suite 150 For more information see this job's general notes page and these web sites ALPINE www.al ineitw.com, TPI. www.t ins) or ; SBCA www sbundus .com ICC: www.iccsafe.org Orlando FL, 32837 Job Number: N330074 Ply: 2 SEON 46267 / T70 / FLAT CusL RR8975 JRef: 1W089750047 9A6/9A7 ,258MB/258TB ,R/01 ply. 1 FROM ROG DrwNo: 173.18.1156.03287 Truss Label: FG1 KM / WHK 06/22/2018 2 Complete Trusses Required 2'3"15 151 E5 5X10 A B T in 1 V U 1114X6 M , 1 4'4"14 1 6'6"5 1 8'6"12 , 10'4"5 12'1"1 14'5"14 16'6"1 18'6"1 20'5"1 , 5' 2,o„15-I- 2,1„7 ' 2'0„7 1 1,9„9 1- 1,9„9 1 2,4„1 - I- 2,0„2 -I- 2, -- 11111, , 4X10 4X8 T1 = 6X12 =8X8 =4X10 =4X12 =6X6 = 6X6 - 5X10 C D E F G H I T3 J K T r7'11"9 4X8 Rrj Q P B2 0 N M 8X10 =8X14(') =4X6 III2X4 =8X8 12'6"9 1 2,0"7 1 2'0"7 1'11"151 1'11"151 2'3"9 1 2,2"9 1 1,11„1+ 2,0"2 1 2,0"8 1 27'8 20 7 ' 4'0"14 6'0"13 8'0"12 10'4"5 12'6"14 14'5"14 16'6"1 18'6"9 20'10"1 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL. 4000 Wind Std: NA Fig, NA Ct NA CAT' NA PP Deflection in loc Udefl 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 I - 5.7 BCLL: 0.00 Enclosure NA Lu: NA Cs: NA VERT(TL) 0.312 O 614 240 R 11451 / - / - 1 I - 4 0 BCDL. 500 CategoryNA Snow Duration NA HORZ(LL): 0.013 G - - L 4469 /- / - 3.0 Des Ld 55 EXP. NA.00 HORZ(TL). 0 018 G - - V Min Brg Width Req 1.5 NCBCLL. 0.00 ei MeanHght: NA tt TCDL: ei psf Code / Misc Criteria Creep Factor: 2.0 R Min Brg Width Req Soffit: 2.00 BCDL: NA psf Bldg Code: FBC 6th.ed 201 Max TC CSI 0 773 L Min Brg Width Req 1.9 Load Duration. 1 00 MWFRS Parallel Dist: NA TPI Std. 2014 Max BC CSI: 0 904 Bearings V, R, 8 L are a rigid surface 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 Lumber Bearing Block(s) A - B 67 - 542 G - H 0 - 3335 Value Set: 13B (Effective 6/1/2013) Brg blocks:0.128"x3" nails C - D 1883 -92 D - E 5495 0 H - I 1 - J 0 - 4553 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 :W6, 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 - 0 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 Bot Chord 1 Row @12.00" o.c Maximum Web Forces Per Ply (Ibs) Webs : 1 Row @ 4" o.cpin++lrrrurtupryr/ Webs Tens.Comp. Webs Tens Comp Use equal spacing between rows and stagger nails tpiT y A - V 20 -716 F - Q 0 689 in each row to avoid splitting.Lr Q',, f i IA- U 597 -74 U B 49 Q- G G P 0 - 3980 1010 0 PlatingNotesjES • y 748 B - T 47 P - H 0 - 2069 All plates are 4X4 except as noted. 3 ; ; r' . • 621 C- S 0 2282 H-N 72 -714 1 plate(s) require special positioning. Refer to d ; • — 708 1 S - D 1161 0 1 - N 0 - 545 scaled plate plot details for special positioning i O. D - R 0 - 3780 J - M 0 -1163 requirements. R - E 0 - 3463 M - K 4890 0 Loading t E- Q 3925 0 K- L 0- 2346 Girder supports: 30-0-0 span to TC one face and A S SAT 0 Q 2- 0-0 span to TC/BC split opposite face. Purlins ell `...,:.••'_`e. The TC of this truss shall be braced with attached u `•V\, spansat24" oc in lieu of structural sheathing. COA %ZION AL y a ak"" l Mtw 06/ 22/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingp, handlingq shiDpin installing.and bracing. Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI an c7 SBCA) fb safPEly racticesprior to performing these functions Installers shall provide temporarryy bracin per BCSI.. Unless noted otherwise,top chord shall have proper)y attached structural sheathing and bottom chord shall have a properly attach rigidceilinLocationsshownforpermanentlatgralrestrainttSfwebsshallhavebraacininstalledprBCSIsecoonsB3, B7 or 810, as appicable. Appplgy plates to each face of truss and position as shown above and on the Joint9Details, un ess notes otherwise Refer to ALPINE drawings 160A-Z fbr standard plate positions. Alping, a division of ITW Buildl'ngComponrnts Group InC. shall not be responsible for any deviation from this drpwin any failure to build the µtruuss In cpnformance with ANSIn PI 1, or or handlirtp, shipping, installation and bracing of trussesA seal on this dr winq or cover page , , 2400 Lake Orange Or listing this drawingindicatesacceptanceofproTessionarenineerinqresponsibility, solely for the design shown. The sui brlity and use ofthisqawingforanystructureistheresponsibilityofthebuildingDesigrierperANSI/TPI 1 Sec.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.sbdndust .com; ICC: www.iccsafe.org Orlando FL, 32837 Job Number: N330074 9A6/9A7 ,258MB/258TB ,R/01 Truss Label: 01 m NV Ply: 1 -- — City.3 _I FROM• RDG7 / T48 / COMN DrwNo R8975 1173 18R1156' 33089750047 KM / WHK 06/22/2018 Ti 0" 15,8" T10" T10" H0510 C 4X4(B1) IIILX4 T10" 15'8" 15'8" Loading Criteria (psq Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Fig: NA Ct: NA CAT NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 17.00 Speed 150 mph Pf: NA Ce NA VERT(LL) 0 010 E 999 360 B 849 / 240 / 579 / - / 153 / 4.0 BCLL- 0.00 Enclosure: Closed Lu NA Cs: NA VERT(TL) 0 041 E 999 240 D 765 1210 / 494 I - /. / - BCDL. 1000 Risk Category' II Snow Duration: NA HORZ(LL): 0.010 E - - Wind reactions based on MWFRS Des Ld: 47.00 EXP:CMeanHORZ(TL). 0 020E - - B Min Brg Width Req = 1 5 NCBCLL. 1000 Height: 22.40 ft TCDL. 4.2 psf Code / Misc Criteria Creep Factor: 2 0 D Min Brg Width Req = - Soffit: 0.00 BCDL: 5 0 psf Bldg Code: FBC 6th ed 201 Max TC CSI: 0.878 Bearing B is a rigid surfacegg 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 11 55.21 B - C 448 -1063 C - D 464 -1051 Lumber Value Set: 138 (Effective 6/1/2013) Maximum Bot Chord Forces Per Ply (Ibs) 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 "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. o. 708 1 a t S AT 0 • IFS • ....,...•.NG, COA 00 AL 06/22/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS the latest edition of BCSI (Building Installers shall provide temporary bottomr hord $hall have a progpeny per BC I sections $3, B7 or B10, unless noted otherwise. Refer to a division of ITW Bulldl pmponents Group InC shall not be responsible for any deviation from this drffwing an v fallure to build the cgnformance with ANSI/1 PI 1, or for handllrtq shipping, Installatldn and bracing of.trussesA Seal on this drBwlrfq or cover pagqe , his drawing indicates acceptance of pproTessionar en ineering responstbiltty solely for the desi n shown. The suiTablllyeofthisdrawingforanystructureistheresponsibilityofthebuildingDesignerperANSIlTPI1Sec.2. information see this job's general notes page and these web sites: ALPINE www alpinenw ccm; TPI: www.ipinst,org; SBCA: www.sbdndustry cam ICC www iccsal ALPINE MI mV O]AVNa' 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330074 9A6/9A7 ,258MB/258TB ,R/O1 Truss Label: D2 Ply: 1 SEQN: 46232 / T47 / COMN Cust. R R8975 JRef, 1 Wc189750047 Qty. 1 FROM- ROG OrwNo. 173.18.1156.03661 KM / WHK 06/22/2018 Tl 0" + 15'8" T10" T10" H0510 C 4X4(B1) nlIdA4 =4X4(81) M1.4 1 _I T10" T10" 7'10" 15'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL: 20.00 Wind Std ASCE 7-10 Pg NA Ct: NA CAT: NA PP Deflection in loc Udefl U# TCDL: 17.00 Speed 150 mph Pf NA Ce: NA VERT(LL): 0 011 E 999 360 BCLL 0.00 Enclosure, Closed Lu. NA Cs: NA VERT(fL). 0.041 E 999 240 BCDL. 10.00 Risk Category. II Snow Duration: NA HORZ(LL) 0.010 E - - Des Ld: 47.00 EXP. C Mean Height. 22 40 ft HORZ(TL): 0.020E - - NCBCLL: 10.00 TCDL: 4.2 psf Code / Misc Criteria Creep Factor: 2.0 Soffit. 000 BCDL. 5 0 psf Bldg Code: FBC 6th.ed 201 Max TC CSI 0.878 Load Duration 1.25 MWFRS Parallel Dist 0 to h/2 TPI Std. 2014 Max BC CSI. 0.736 Spacing: 24.0 " C&C Dist a: 3 00 ft Rep Factors Used: Yes Max Web CSI, 0.134 Loc. from endwall- not In 9 00 It FT/RT:20(0)/10(0) GCpi 0 18 Plate Type(s) VIEW Ver: 17.02.01A.1115.21WindDuration: 1.60 WAVE, HS 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. o. 708 1 t o o SAT O t .• G COA 46SaNAI. 06/22/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS the latest edition of BCSI (Building Installers shall provide temporary bottom chord shall have a propperly p r BCSI sections $3, B7 or 810 un ess noted otherwise. Refer to' Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 849 / 361 1579 / - / 153 / 4 0 D 765 /315 /494 /- /- /40 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg 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. Comp. 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 a division of ITW Buildl1'n4q CComponQnts Group InC shall not be respponsible for any deviation from this dr winq any failure to build the conformance with ANSI/TPI 1, or for handlirtq shipping, Insiallatldn and bracing of,truSsesA seal on this dr8wirtgg or cover page, his drawingq indicates acceptance of proTesslonar en ineeringg responsibilittyv solelyY for the desi n sholnin. The suiTabllltyeofthisdrawingforanystructureisfheresponsibilityofthebuildingDeslgrSerperANSI/TPI 1 Sec.2. information see this lob's general notes page and these web sites: ALPINE: www.alpinedw coin TPI www.lpinsl org: SBCA: www.sbdndustry.com ICC, w iccsaf ALPINEmTV m*M 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: N330074 9A6/9A7 ,258MB/258TB ,R/O1 Truss Label: D3G So0 v r Loading Criteria (psf) Wind Criteria TCLL: 2000 Wind Std: ASCE 7-10 TCDL: 17.00 Speed: 150 mph BCLL. 0.00 Enclosure Closed BCDL' 10.00 Risk Category' II EXP. C Des Ld: 47.00 Mean Height: 22.19 ft NCBCLL: 0.00 TCDL: 4.2 psf Soffit. 000 BCDL: 5 0 psf Load Duration' 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a 3 00 It Loc from endwall: 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 "l3B" 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. i Ply- 1 -EON 46233/ T46 /HIPS Cust: R R8975 JRef: 1Wc189750047 Oty: 1 FROM: ROG DrwNo' 173.18.115604628 KID / OF 06/22/2018 7' 8'8" 1 5'8" 7' 1'8" 7' 4X6 =4X6 C D 15'8" 7'1"12 1'4"8 7'1"12 7'1"12 8'6"4 15'8" 1 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL W Pf: NA Ce: NA VERT(LL): 0.049 G 999 360 B 1445 / 616 / - / - / - 4.0 Lu: NA Cs.' NA VERT(TL): 0.189 G 999 240 E 1445 / 617 / - / - / - 4 0 Snow Duration: NA HORZ(LL) 0 018 G - - Wind reactions based on MWFRS HORZ(TL)- 0 045 G B Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor 2.0 E Min Brg Width Req = 1.5 Bldg Code FBC 6th.ed 201 Max TC CSI: 0 887 Bearings B & E are a rigid surface TPI Std: 2014 Max BC CSI: 0.392 Rep Factors Used: No Max Web CSI' 0.252 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' 17.02.02A 1213.21 B - C 962 -2271 D - E 962 -2271 C - D 792 -1936 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens Comp B - H 1910 - 785 G - E 1911 - 785 H - G 1936 - 792 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - H 660 -194 G - D 645 -186 eel O. 708 1 SAT O 01 Q A% 06/22/2018 IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require extreme care in fabricatingg, handlinshippin installing.and bracing Refer to and follow the latest edition of BCSI (Building lent Safety Information, by TPI and SBCA) & safety practices prior to performing these functions. Installers shall provide temporary per BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly 1ri91dceilingLocationsshownforpermanentlateralrestrpntbfwebsshallhaybracinginstalledperSCSIactionsB3, B7 or 810. caqe. Apply plates to each face oftruss and position as shown above and on tfle aoinQDetails, unless noted otherwise. Refer to s 160A- Z for standard plate positions any 1 this drpwinq any failure to build the on this dr8wirfIQ or cover a he desjgnshown. The spi aebility ALNE rt. cDwu+r 2400 Lake Orange Or Suite 150 Orlando FL, 32837 Job Number: N330074 Pty 1 SEON: 46239 / T21 / HIPM Cush R R8975 JRef 1 Wc189750047 9A6/9A7 ,258MB/258TB ,R/01 Oty 1 FROM' RDG DrwNo: 173.18 1156 04817 Truss Label: H1G T__ _ _ KD / DF 06/2212018 7' 10,10"7 7' 3' 10"7 C 8 T2 1113XD6 12 6 O N th i7 O B 3 Au Li t F E 7'511 i3'4" 13 -i 7'1"12 3' 8"11 1 + + 7'1"12 10' l0"7 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL: 20.00 Wind Std: ASCE 7-10 Pg NA Ct: NA CAT: NA PP Deflection in loc Udefl U# TCDL 17.00 Speed: 150 mph Pf: NA Ce: NA VERT(LL): 0.020 F 999 360 BCLL: 0.00 Enclosure Closed Lu: NA Cs: NA VERT(TL)- 0 076 F 999 240 BCDL 10.00 Risk Category: II Snow Duration: NA HORZ(LL) 0.012 F - Des Ld 47.00 EXP' C HORZ L 0 030 F T ) Code / Misc CriteriaNCBCLL 0.00 MeanHeight: 15.00 ft Creep Factor: 2.0 TCDL 4.2 psfSoffit: 0.00 BCDL- 5.0 psf Bldg Code: FBC 6th ed 201 Max TC CSI 0 805 Load Duration 1 25 MWFRS Parallel Dist: 0 to h/2 TPI Std. 2014 Max BC CSI: 0.681 Spacing 24.0 " C& C Dist a: 3.00 ft Rep Factors Used, No Max Web CSI 0 181 Loc. from endwall. NA FT/RT:20(0)/l0(0) GCpi, 0 18 Plate Type(s): VIEW Ver: 17.02. 02A.1213 21 Wind Duration: 1.60WAVELumberValueSet13B ( 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. U. T08 1 t a :• SAT O 6 COA #ftls.-ONAL EN06/222018 Maximum Reactions ( Ibs) Loc R /U /Rw / Rh /RL /W B 572 /198 I- /- /- / 80 F 995 / 224 / - / - / - / 11. 3 E 611 /207 /- /- /- /5. 7 Wind reactions based on MWFRS B Min Brg Width Reg = 1.5 F Min Brg Width Reg = 1.5 E Min Brg Width Reg = 1 5 Bearings B, F, & E 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. B - C 179 - 449 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling shippin in*tailing,and bracing. Refer to and follow the latest edition of BCSI (Building t Safety Information, byTPIandSBCA) & safety ractices prior to performing these functions Installers shall provide temporary SCSI. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom Chord *hall have a properly aid ceiling Locations shown forDermanent latqral restraint of webs shall have braaein99 installed per BCSI sections $3, B7 or B10 sle. Apply plates to each face, or truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to 60A-Z for standard plate positions. a division of ITW Buildin44Components Grgup InC shall not be responsible for any deviation from this drpwin anv failure to build the conformance with ANSIff PI 1, or for handliriq shipping, installatidn and bracing of,trussesA seal on this or wirfg or cover page , this drawing indicates acceptance of proTessionar en ineering responsiblli solel for the desi n sho n. The spill ability e of this drawing, for any structureis the responsibility of the building Designer per1ANSI/TPI 1 Sec.2. information see this job' s general notes information see this job's general notes page end these web sites: ALPINE: www.alpineitw.com: TPI: www.tpinst.org; SBCA www sbdndustry corn, ICC www icc5afand these web sites: ALPINE: www.alpineitw.com: TPI: www.tpinst.org; SBCA www sbdndustry corn, ICC www iccsaf ALPINE N rrwmwwr. 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330074 9A6/9A7 ,258MB/258TB ,R/Ot Truss Label: L1 Loading Criteria (psf) Wind Criteria TCLL. 20.00 Wind Std ASCE 7-10 TCDL: 17.00 Speed: 150 mph BCLL 0.00 Enclosure: Closed BCDL. 10.00 Risk Category. II EXP. C Des Ld 47.00 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: h/2 to h Spacing 24.0 " 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 #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. Ply 1 SEON. 46288 / T26 / HIPM Cust: R R8975 JRef 1 Wcl89750047 Oty: 1 FROM: RDG DrwNo: 173.18 1156.03318 KM / WHK 06/22/2018 9' 14'0"8 15' 9' 5'0"8 11" 15' 9'3" 8 9'3"8 CT2 8 = 4X4D 4' 10"12 1 n'r'4 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) 0 055 G 999 360 Lu. NA Cs. NA VERT(TL): 0 205 G 999 240 Snow Duration, NA HORZ(LL): 0.022 G - - HORZ( TL). 0.051 G Code / Misc Criteria Creep Factor: 2 0 Bldg Code: FBC 6th ed 201 Max TC CSI: 0.937 TPI Std: 2014 Max BC CSI. 0.899 Rep Factors Used: Yes Max Web CSI: 0.393 FT/ RT:20(0)/10(0) Plate Type(s), WAVE i VIEW Ver: 17 02 01A.1115.21 06/ 22/2018 15' Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 772 / 221 / 568 / - / 127 / 8.0 E 740 /213 /451 /- /- 180 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 DRAWINGI 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 Component Safety Information, byy TPI and SBCA) fbr safety practices prior to performing these functions. Installers shall provide temporarryy bracin per BCSI Unless noted olherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly attach) n'gid ceilin Lovations shown for permanent lateral restraint bf webs shall hav bracing installed pgr BCI sections I}3, B7 or B10, as app ica e. Apply, plates to each face of truss and position as shown above and on tI a JoinrDetails, un ess noted otherwise. Defer to ALPINE drawings160A-Z for standard plate positions AlpinQ, a division of ITW Build omponents Grpup Inc.,shall not be responsible for any deviation from this drawin any failure to build the µwm,, truss in conformance with ANSUf 1 1, or for handlirfI shipping, installation and bracing of trussesA eal on this dr8wing or cover page 2400 Lake Orange Dr listingthisdrawinindicatesacceptanceofpro) en ineennq responsibilittyv solely for the desl n shovdn. The suiTability Suite Lake and use of this gnawing for any structure Is the responsibility of the Building Desigrier per ANSI/TPI 1 S C.2.150 For more information see this'ob's general notes page and these web sites ALPINE w el ineitw com TPI www inst or ; SBCA www3bdndustrycom,ICC wwwiccsafeorg Orlando FL, 32837 Job Number: N330074 Ply. 1 SEON. 46235 / T30 / HIPM Cust: R R8975 JRef: 1 Wcl89750047 9A6/9A7 ,258MB/258TB ,R/01 Oty. 1 FROM: RDG DrwNo, 173 18 1156.04597 Truss Label: L2G KD / OF 06/22/2018 fi Loading Criteria (psf) TCLL: 20.00 TCDL: 17.00 BCLL 000 BCDL: 10.00 Des Ld: 47.00 NCBCLL: 0.00 Soffit: 000 Load Duration: 1.25 Spacing. 24 0 " ii•A 88„ 34088 + 15' SS0514 1113X6 =6X6 C D T2 E 4X10(A2) 1114A4 —D~ 14 1114X6 Wind Criteria Wind Sid: 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 6/112013) 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 lacks 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' 7' 1"12 7'1"12 3,6"4 10,81, 3'6" 142" 01, 15' Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT. NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W Pf NA Ce: NA VERT(LL): 0 060 1 999 360 B 1283 / 394 / - / - / - / 8.0 Lu: NA Cs' NA VERT(TL). 0.225 1 999 240 F 1614 / 472 / - / - / - / 8.0 Snow Duration: NA HORZ(LL)- 0.016 G - Wind reactions based on MWFRS HORZ(TL): 0.038 G B Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor: 2 0 F Min Brg Width Req = 1 9 Bldg Code: FBC 61h.ed 201 Max TC CSI: 0.730 Bearings B 8 G are a rigid surface TPI Std 2014 Max BC CSI: 0 642 Bearings B 8 G require a seat plate. Rep Factors Used No Max Web CSI 0 855 FT/RT 20(0)/10(0) Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens Comp. Chords Tens Comp WAVE, 18SS VIEW Ver: 17 02 02A.1213 21 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 C,E S• •• 0 0.708 00 l COA 46 06/22/2018 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, handlingq shippin installing, and bracing. , Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI and SBCA) fbi safety ractices prior to performing these functions. Installers shall provide temporaryi bracinperBCSI. Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly attach d rlAid ceiling l ovations shown forpermanent latgral restraint bf webs shall hay bracin installed per BCSI sections B3, B7 or 810, as applicattle. Apply plates to each face. of truss and position as shown above and on the Join(9Details, unless noted otherwise. Refer to ALPINE drawings 16OA-Z fpr standard plate positions Alpine, a division of ITW Buildl1'n4qCompon nts Group 1 shall not be responsible for any deviation from this dr8win any failure to build the µ,, c , truss inconformancewithANSIIfPI1, or or handliriq, shipping, installation and bracing of,trussesA seal on this dr winq or cover page 2a00 Lake Orange Dr listing thisdrawinIndicatesacceptanceofproessionaenIneeringresponsibilitysolelyforthedesignshon. The sui ability and useofthis awing for any structure is the responsibilitgrof the Building Desigrfer per1ANSI/TPI 1 S6c.2. Suite 150 For more information see this job's general notes page and these web sites ALPINE www el ineaw.com: TPI www t inst or . SBCA. www.sbctndust .com: ICC www iccsafe o Orlando FL, 32837 Job Number: N330074 Ply: 1 SEON: 46236 / T51 / VAL 9A6/9A7 ,258MB/258TB ,R/01 Oty 1 FROM: PFH Truss Label: V3A i 1 6' 12' 6' 6' 4X4 B 1114X4 12' 6' 6' 6' 12' Loading Criteria (psf) TCLL: 20.00 TCDL: 17.00 BCLL: 000 BCDL: 1000 Des Ld: 47.00 NCBCLL: 10.00 Wind Criteria Wind Std: ASCE 7-10 Speed, 150 mph Enclosure: Closed Risk Category. II EXP C Mean Height 23 42 It Snow Criteria (Pg,Pf in PSF) Fig NA Ct NA CAT: Ni Pf: NA Ce NA Lu: NA Cs: NA Snow Duration, NA Code / Misc Criteria TCDL: 4 2 psf Soffit: 0.00 BCDL: 5.0 psf Bldg Code: FBC 6th.ed 201 Load Duration: 1 25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Spacing: 24.0 " C&C Dist a: 3.00 It Rep Factors Used: Yes Loc. from endwall: Any FT/RT.20(0)/10(0) GCpr 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 " 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 . Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): -0.029 D 999 360 VERT(TL): 0106 D 999 240 HORZ(LL)' 0.012 D - - HORZ(TL) 0.026 D Creep Factor. 2.0 Max TC CSI 0.657 Max BC CSI: 0.502 Max Web CSI: 0 276 Cust RR8975JRef: 1Wcl89750047 DrwN o: 173.18.1156.08388 KID / OF 06/22/2018 Maximum Reactions (Ibs), or'=PLF Loc R /U /Rw /Rh /RL /W E' 98 /37 /57 /- /7 /144 Wind reactions based on MWFRS E Min Brg Width Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Pty (Ibs) Chords Tens Comp. Chords Tens Comp A - B 649 - 616 B - C 648 - 616 VIEW Ver 17.02 02A 1213.21 I Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - D 680 - 509 D - C 680 - 509 i ........• GE 3 0. Z08 1 SAT O ; Q COA a6daaSs NAL 06/22/2018 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. D - B 927 - 866 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 ant SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporarybr "in per BCSI.. Unless noted o herwlse,top chord shall have proper)y attached structural sheathing and bottorrl hord shall have a proper y attach d rigqid ceiling Locations shown for Dermanent lateral restraint bf webs shall hav bracing inslslled per BC I sections $3, B7 or B10, as a .p icalSle. Apply p)ales to each face. of truss and position as shown above and on t e Joini Details, unless noted otherwise. Refer to ALPINEdrawings160A-Z for standard plate positions. Alpine, a division of ITW Buildl'nccL CComponents Grpup Ins shall not be responsible for any deviation from this drawin any failure to build the nWCO rw , truss in conformance with AN 11/TPI 1, or for handtirtq, shipping, installation and bracing of,trussesA seal on this dr winq or cover page 2400 Lake Orange Dr. listing this drawing, indicates acceptance of proTessionar en ineerinq responsibility solely for the desi n shown. The suitabilityanduseofthisyawingforanystructureistheresponsibiIWofthebuildingDesignerperANSI/TPI 1 5ec.2. Suite 150 For more information see this job's general notes page and these web sites ALPINE www.al ineitw com: TPI, www.t inst or : SBCA: www.sbandustryxom. ICC www iccsafe.org Orlando FL, 32837 Job Number: N330074 Ply: 1 SEQN• 46237 / T53 / VAL I Cusl: R R8975 JRef• 1 Wc189750047 19A6/9A7 ,258MB/258TB ,R/01 Qly. 1 FROKPFH DrwNo: 173.18.1156 08372 Truss Label: V2A KD / DF 06/22/2018 1 1 4' 8' 4' 4' 4X4 12 B D 1112X4 8' 4' 4' Loading Criteria (psq Wind Criteria Snow Criteria (Pg,Pf in PSF) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT. NF TCDL: 17.00 Speed: 150 mph Pf: NA Ce: NA BCLL: 000 Enclosure: Closed Lu- NA Cs- NA BCDL: 10.00 Risk Category. II Snow Duration NA EXP. C Des Ld- 47.00 Mean Height: 23.92 ft NCBCLL 10.00 TCDL: 4.2 psf Code / Misc Criteria Soffit: 0.00 BCDL 5.0 psf Bldg Code: FBC 6th ed 201 Load Duration: 1.25 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Spacing: 24.0 " C&C Dist a. 3 00 It Rep Factors Used Yes Loc. from endwall. not in 4 50 ft FT/RT 20(0)/10(0) GCpi. 0 18 Plate Type(s): Wind Duration: 1.60 WAVE Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #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 . 22'9"4 4' 8' Defl/CSI Criteria Maximum Reactions (lbs), or'=PLF PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W VERT(LL): -0 008 D 999 360 E' 97 / 35 / 55 /- / 7 / 96.0 VERT(TL): 0.030 D 999 240 Wind reactions based on MWFRS HORZ(LL) 0.003 D - E Min Brg Width Req = - HORZ(TL): 0.008 D Bearing A is a rigid surface. Creep Factor: 2.0 Max TC CSI, 0.265 Members not listed have forces less than 375# Max BC CSI: 0.204 Maximum Web Forces Per Ply (Ibs) Max Web CSI: 0.104 Webs Tens.Comp D - B 350 - 441 VIEW Ver: 17.02.02A.1213 21 F 0.708 1 t ' SAT 4 COA ( s. ANAL _ ,• 06/22/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricatin , handlingshippin Installing, and bracing. Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI an SBCA) safety ractices prior to performing these functions. Installers shall provide terhporarrvy BCSI.. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom Chord shall have a properly rd ceilingq Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCI sections !}3, B7 or B10, e._ - y plates to each face of truss and position as shown above and on the oin Details, unless noted otherwise Aefer to nccL omponQnts Group In shall not be res I/T 1 1, or for hantllirSq shipping, installatic s acceptance pf proTessionar en ineer r any structure is [he responsibilit of th, feral notes page and these web sites ALPINE www TPI www. from this drpwin an V, failure to build the 1 seal on this dr wirf9g or cover pagqe , A or the design shown. The suiTability ALPINE m rrwoo~ 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: N330074 Ply: 1 SEON. 46238 / T45 / VAL Cust: R R8975 JRef. 1 Wc189750047 9A6/9A7 ,258MB/258TB ,R/01 Oty. 1 FROM. PFH DrwNo, 173 18 1156.08184 Truss Label: V1A KID / OF 06/22/2018 Loading Criteria (psq TCLL: 20.00 TCDL 17.00 BCLL: 000 BCDL: 10.00 Des Ld 47 00 NCBCLL: 10.00 Soffit 000 Load Duration: 1.25 Spacing: 24.0 " 2' 4' 2' 2' 12 6 =4X4 B 4X4(D1)=4X4(D1) A C 1 239 4 D Wind Criteria Wind Sld ASCE 7-10 Speed: 150 mph Enclosure- Closed Risk Category: II EXP: C Mean Height: 24.42 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: 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 "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 . 4- 4- 4' 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 Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0.004 999 360 VERT(TL): 0.017 999 240 HORZ(LL): -0.002 HORZ(TL): 0 004 Creep Factor: 2.0 Max TC CSI 0 095 Max BC CSI: 0.139 Max Web CSI 0.000 VIEW Ver: 17.02.02A.1213.21 H' E SF1sa •• o. 708 1 ski . COA!(Was OVAL 06/22/2018 Maximum Reactions (lbs), or'=PLF Loc R /U /Rw /Rh /RL /W D• 97 /28 /51 /- /5 /48.0 Wind reactions based on MWFRS D Min Brg Width Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS s require extreme care in fabricating, handlingg shipping, installing and bracing.Refer to and follow the latest edition of BCSI (Building nent Safety Information, by TPI an SBCA) fb safety practices prior to performing these functions. Installers shall provide temporary per BCSI. Unless noted olherwise,top chord shall have properlyy attached structural sheathing and bottom hord shall have a propperlyrigpidceilingLocationsshownforermanentlateralrestr8intbfwebsshallhavebracinginstalledperBCIsectionsB3, B7 or 910Icatile. Apply plates to each face of truss and position as shown above and on the JoincDetails, unless noted otherwise. kefer to 3s 160A-Z for standard plate positions. a division of ITW Bu1rildl1nccL ompon nts Grpup InC shall not be responsible for any deviation from this drawing apv failure to build the conformance with ANSITT 1 1, or or hanolirfq shipping, installation and bracing of trussesA seal on this dr8wirfq or cover page , this drawing, indicates acceptance of pro essiona en ineerino responsibilitcyv solely for the desi n shovTn. The sui bility seofthisaawingforanystructureistheresponsibilitoftheBuildingDesigrferper1ANSIITPI1Sbc.2. ALPINE u rrww~ 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Icc: Job Number: N330074 Ply. 1 SEON: 46240 / T41 / MONO Cust. RR8975 JRef 1 Wc189750047 9A6/9A7 ,258MB/258TB ,R/01 Oty: 1 FROM: RDG OrwNo: 173.18.1156 03490 Truss Label: MG1 KM / WHK 06/22/2018 T tre 1 4; 7' dxA B 4' 10" 2'2" r 4-10" 'i 7, -1 Loading Criteria (psf) Wind Criteria TCLL: 2000 Wind Sid: ASCE 7-10 TCDL: 1700 Speed: 150 mph BCLL' 0.00 Enclosure Closed BCDL. 10.00 Risk Category: II CEXPDesLd: 47 00 Mean Height: 22.44 flMean 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 GCpi 0 18 Wind Duration: 1.60 Lumber Value Set. 138 (Effective 6/1/2013) 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 7.00 BC. From 10 plf at 0.00 to 10 plf at 700 BC. 765 Ib Conc. Load at 1.40, 3.40, 5.40 Wind Wind loads and reactions based on MWFRS Right end vertical not exposed to wind pressure. Snow Criteria (Pg,Pt in PSF) Pg: NA Cl: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code FBC 6th ed 201 TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL) 0 012 D 999 360 VERT(TL): 0.044 D 999 240 HORZ(LL): -0 009 D - HORZ( L): 0.021 D Creep Factor: 2 0 Max TC CSI: 0.773 Max BC CSI: 0 586 Max Web CSI. 0.783 VIEW Ver: 17 02 01A 1115.21 06/22/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W A 1521 /499 /- /- /- /4.0 C 1389 /460 /- /- /- /- Wind reactions based on MWFRS A Min Brg Width Req = 1.8 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 433-1319 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, handlin shippin installing and bracing . Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI an SBCA) for saffety Nctices prior to performing these functions. Installers shall provide temporary bracin per BCSI. Unless noted otherwise,top chord shall have proper)y attached structural sheathing and bottom &hord shall have a proper y attach d ri id ceilin Locations shown forpermanent lateral restraint bf webs shall have bra0cin installed p r BC51 sections !}3, B),or 810, as app ical e. Apply plates to each face of truss and position as shown above and on the Joinf9Details, un ess noted otherwise. Refer to ALPINE drawings160A-Z for standard plate positions. Alpine, a divaggion of ITW 3Xuild1 hgRCompon nts Grpup InC. shall not be responsible for any deviation from this drawing any failure to build the ro,M,,,r, trussin . gnfdrmance with ANSI/TPI 1, or for handling shippin?, installation and bracing of,trussesA eal on this drawing or cover page , , 2400 Lake Orange Dr. listing this drawing, indicates acceptance 0f proTessionar en ineering responsibilittyv sole) for the design shov7n. The suitability and use of this awing for any structure is the responsibility of the Building Desigrfer per1ANSI/TPI 1 S c.2. Suite 150 For more information see thisjob's general notes page and these web sites: ALPINE: www.at ineitw com; TPI w .t inst or , SBCA www.sbandust .com; ICC' w iccsafe org Orlando FL, 32837 Job Number: N330074 9A6/9A7 ,258MB/258TB ,R/01 Truss Label: MV2 Loading Criteria (psf) Wind Criteria TCLL 2000 Wind Std. ASCE 7-10 TCDL 1700 Speed: 150 mph BCLL 000 Enclosure Closed BCDL: 10.00 Risk CategoryII EXP- C Des Ld 47.00 Mean Height. 22.56 ft NCBCLL. 10.00 TCDL 4.2 psf Soffit' 0.00 BCDL. 5 0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc from endwall: not in 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 . Ply: 1 — _- -I SEON. 46241 / T12 / VAL Cust: R R8975 JRef. 1 Wcl89750047 Oly: 2 ILFROM: PFH DrwNo 173 18.1156 03630 KM / WHK 06/22/2018 3" 2 1124' 31:; 5"4 Ill2X48 C 126 T N A 4X4( D1) 1 DF E 1113X6 4' 3' 6" 12 5"4 3' 612 4' Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg. NA Ct NA CAT: NA PP Deflection in loc Udefl U# Pf NA Ce: NA VERT(I-Q: NA Lu: NA Cs. NA VERT(TL): NA Snow Duration, NA HORZ(LL): 0 004 E HORZ( TL): 0.009 E Code / Misc Criteria Creep Factor, 2 0 Bldg Code: FBC 61h.ed 201 Max TC CSI: 0 198 TPI Std: 2014 Max BC CSI. 0.164 Rep Factors Used Yes Max Web CSI: 0 083 FT/ RT 20(0)/10(0) Plate Type(s): WAVE VIEW Ver. 17.02.01A.1115.21 06/ 22/2018 Maximum Reactions (Ibs), or'=PLF Loc R /U /Rw /Rh /RL /W F' 97 /33 /67 /- /21 /48.0 Wind reactions based on MWFRS F Min Brg Width Reg = - Bearing A is a rigid surface Members not listed have forces less than 375# WARNING' READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricatingg, handlingg shippin installing and bracing. , Refer to and follow the latest edition of BCSI (Building tSafetyInformation, by TPI an c7 SBCA) f& sa ety ractices prior to performing these functions. Installers shall provide temporary SCSI. Unless noted o herwise,top chord shall have proper)Y attached structural sheathing and bottom chord shall have a propperly id ceilin Locations shown forpermanent lateral restraint bf webs shall hav br cin inslalled p r BCS1 sections 3, 87 or 610 e.- Applgy, plates to each face ofttruss and position as shown above and on tI a oinl9Details, unPfess noted otherwise. Refer to' Alpine, a division of ITW.Building_Components Group Inc.. shall not be responsible for any deviation from t failure to build the nor . The suigtability ALPINE acceptance of rolessfona any structure is the respons Jl If W CO1.LLW Y 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 Job Number: N330074 Ply' 1 SEON: 46242 / Tit / VAL Cust' RR8975 JRef: 1 Wc189750047 9A6/9A7 ,258MB/258TB ,R/01 Oty: 2 FROM: PFH DrwNo: 173.18.1156.03553 Truss Label: MV1 KM / WHK 06/22/2018 12 6 B A 4X4(D1) T CD i - 2' 2' 2' 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 Udefl U# TCDL 17.00 Speed 150 mph Pf. NA Ce: NA VERT(LL): 0 007 B 999 360 BCLL: 000 Enclosure' Closed Lu: NA Cs' NA VERT(TL): 0.027 B 999 240 BCDL. 1000 Risk Category: II Snow Duration. NA HORZ(LL) 0.003 B - Des Ld 47 EXP C. 00 0.007 B - - Code / Misc CriteriaCodeNCBCLL: 10.00 Mean Height: 23.06 ft Creep Factor. 2 0TCDL: 4.2 psf Soffit 0.00 BCDL 5.0 psf Bldg Code: FBC 6th.ed 201 Max TC CSI 0 057 Load Duration: 1 25 MWFRS Parallel Dist h/2 to h TPI Std 2014 Max BC CSI: 0.132 Spacing 24.0 " C&C Dist a: 3 00 ft Rep Factors Used: Yes Max Web CSI: 0 000 Loc from endwall: not in 9.00 ft FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s) VIEW Ver: 17.02.01A.1115.21WindDuration: 1.60 WAVE Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bol 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 Valley truss connection to truss below shall be designed and furnished by others . Mtwmnugrrrr /p t 4 ryP,••......• k, ., o. Z08 1 o t SAT 0 ,.• 4, . COA OW.81QNAL N 06/22/2018 Maximum Reactions (Ibs), or'=PLF Loc R /U /Rw /Rh /RL /W D' 97 /16 /60 /- /12 /24.0 Wind reactions based on MWFRS D Min Brg Width Req = - Bearing A is a rigid surface Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingq shippin installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI an SBCA) fb safely lRractices prior to performing these functions. Installers shall provide temporary bracing eQBCSI Unless noted otherwise,top chord shall have property attached structural sheathing and bottom hord shall have a properly attach gtl ri id ceiling Lovations shown for ermanent IatQral restraint bf webs shall have braacinq Installed p0r BC I sections !}3, B7 or 810, as app Ica e. A . y plates to each face ofptruss and position as shown above and on the JoinrDetails, unless noted otherwise. Refer to ALPINEdrawings16OA-Z for standard plate positions. At int , a division of ITW Build l'nccL CCompon nts Grqup 1%. shall not be responsible for any deviation from this drawing any failure to build the µ,,,,,00,,,,,,,. truss in conformance with AN11/TP1 1, or or handling, shipping, installation and bracing of,trussesA eal on this dr8wirsq or cover page, , 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essiona en ineering responsibilitty solely forthe des i n shovTn. The suiCabilltyanduseofthisgnawingforanystructureistheresponsibilitgrofthe9uildingDesigrSerperANSI/TPI 1 W.2. Suite 150 For more information see this job's general notes page and these web sites: ALPINE: www.el ineitw.com; TPI: www.t inst org, SBCA www sbundust .cam; ICC www imsafe.org Orlando FL, 32837 Job Number: N330074 Ply. 1 SEON: 34328 / T54 / EJAC I Cust R R8975 JRef: 1 Wc189750047 9A6/9A7 ,258MB/258TB ,R/01 Oty' 11 FROM• PFH Dnallo. 173 18 1156 08169 Truss Label: EA KD / DF 06/22/2018 Loading Criteria (psf) TCLL 20.00 TCDL: 1700 BCLL: 000 BCDL' 1000 Des Ld. 47 00 NCBCLL: 10.00 Soffit. 0.00 Load Duration: 1.25 Spacing: 24.0 " Lumber 12 6 C 4' 3 V ,i Wind Criteria Wind Std. ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk CategoryII EXP' C Mean Height: 15.00 fit TCDL: 4 2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C& C Dist a: 3.00 fit Loc from endwall: Any GCpi: 0.18 Wind Duration: 1.60 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"x1l)", min. toe -nails at top chord. Provide ( 2) 0 131"x1l)", min. toe -nails at bottom chord. 2X4( A1) 811 ML8" 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 9' 8"11 co 00 91411 D Deft/ CSI Criteria PP Deflection in loc Udefl U# VERT( LL): NA VERT( TL): NA HORZ( LL): -0.000 D HORZ( fL)' 0.000 C Creep Factor: 2.0 Max TC CSI: 0.170 Max BC CSI 0.022 Max Web CSI. 0.000 VIEW Ver: 17.02.02A.1213.21 GE SF •. o. T08 1 i o SAT 0 : Q 0 41 coA Wft78lQNAL 06/ 22/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 217 /84 1215 /- /31 /7.0 D - 14 /19 /15 /- /- /1.5 C - 60 /72 /38 /- /- 11.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 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 shi pin installing and bracing. , Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI and SBCA) f F safPety ractices prior to performing these functions. Installers shall provide temporary bracin per BCSI Unless noted olherwise,top chord shall have properIx attached structural sheathing and bottom hord shall have a properly attachdriggidceilingLocationsshownforDermanentlateralrestraintofwebsshallhaybra8wninstalledqrBCIsections03, B7 or B10, asapplicafile. Apply plates to each face of truss and position as shown above and on tthe Joint9Details, unless noted otherwise. Refer to ALPINE drawings160A-Z for standard plate positions. Alpine, a division of ITW BU1 ild11nggComponQnts Group InC shall not be responsible for any deviation from this drawing anyy failure to build the ma c u, trussinconformancewithANSI/TPI 1, or for handling shipping, installatidn and bracing 0f,trussesA seal on this dr wir5g or cover pa e , , 2400 Lake Orange Dr. listing this drawing, indicates acceptance of pro fessionar en ineerinq responsibility solely for the desi n shown. The suif9abllity Suite 150 anduseofthisyawingforanystructureIstheresponsibilitoftheBuildingDesignerperANSI/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 sbandust .corn; ICC. www.iccsafe org Orlando FL, 32837 Job Number: N330074 9A6/9A7 ,258MB/258TB ,R/O1 Truss Label: EAA P 12 6 4X4(B1) C Ply 1 SEON: 46254 / T56 / EJAC Cust: R R8975 JRef: 1 Wc189750047 Oty. 9 FROM, PFH DrwNo. 173 18.1156.08186 KD / DF 06/22/2018 T T 20'8"12 m In0 20' 1 "14 Sir 1i Sri Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL 20.00 Wind Std: ASCE 7-10 Pg, NA Ct: NA CAT: NA PP Deflection in loc Udefl U# TCDL, 17.00 Speed, 150 mph Pf NA Ce: NA VERT(LL) NA BCLL: 000 Enclosure: Closed Lu: NA Cs NA VERT(TL) NA BCDL' 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.000 C Des Ld47.00 EXP C Mean Height: 20.61 It HORZ( fL): 0.001 C NCBCLL 10.00 TCDL: 4 2 psf Code / Misc Criteria Creep Factor: 2.0 Soffit: 0.00 BCDL: 5.0 psf Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.183 Load Duration: 1.25 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.022 Spacing: 24.0 " C&C Dist a. 3.00 It Rep Factors Used: Yes Max Web CSI. 0 000 Loc from endwall: Any FT/RT.20(0)/10(0) GCpr 0.18 Plate Type(s): VIEW Ver: 17.02.02A.1213.21 WindDuration160WAVELumber 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. OW. o. 708 1 SAT O 4 S ONA1. coA #o ,r n41"lli ," 06/ 22/2018 Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 194 /83 /189 /- /39 /40 D 5 /10 /12 /- /- /15 C - 43 / 55 / 32 / - / - / 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, handlingg shippin installing. and bracing. , Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI and SBCA) & safety ractices prior to performing these functions. Installers shall provide temporary bracin per BCSI Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom Chord §hall have a properly attachedrigidceilinLocationsshownforpermanentlateralrestraint6fwebsshallhavebrcininsllledprBC5Isections $3, B7 or B10, as applicable. AppTgj plates to each face oftrussand position as shown above and on the oini9Details, un ess noteU otherwise. Refer to ALPINE drawings 160A- Zforstandardplatepositions. Alpine, a division of ITW Build 11'ng ccompon(rntsGroup InC. shall not be responsible for any deviation from this drpwin any failure to build the ,n,, COWAW truss in cpnfermance with ANSI I PI 1, or or handliri shippingq, installation and bracing of,trussesA Seal on this dr wirfq or cover page , , 2400 Lake Orange Dr. listing this drawingIndicatesacceptanceofproessionarenineerinqresponsibilitysolelyforthedesinshovTn. The suiCability and use of this r7 awing for any structure is the responsibilitgrof the Building Desigrier per ANSUTPI 1 S c.2. Suite 150 For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw com TPI www tpinst.org: SBCA: www sbcindustry com, ICC www icesafe org Orlando FL, 32837 Job Number: N330074 9A6/9A7 ,258MB/258TB ,R/01 Truss Label: EJ7 Ply. 1 I SEQN' 46249 / T22 / EJAC Cust. R R8975 JRef: 1 Wcl89750047 Oty. 2 FROM• RDG DrwNo. 173.18.1156 03583 KM / WHK 06/22/2018 L 12 6 o uO h M B A D Loading Criteria (psf) TCLL' 20.00 TCDL 17.00 BCLL 0.00 BCDL. 1000 Des Ld. 47.00 NCBCLL 10.00 Wind Criteria Wind Std: ASCE 7-10 Speed 150 mph Enclosure Closed Risk Category: II EXP. C Mean Height' 15.00 ft TCDL 4.2 psf Snow Criteria (Pg,Pf in PSF) Pg: NA Ct NA CAT' NI Pf. NA Ce NA Lu' NA Cs: NA Snow Duration NA Code I Misc Criteria Soffit: 000 BCDL: 5 0 psf Bldg Code: FBC 5th ed 201 Load Duration 1 25 MWFRS Parallel Dist h/2 to h TPI Std 2014 Spacing' 24.0 " CK Dist a: 3.00 ft Rep Factors Used Yes Loc from endwall: not in 4.50 ft FT/RT 20(0)/l0(0) GCpi: 0.18 Plate Type(s). Wind Duration 1.60 WAVE Lumber Value Set. 13B (Effective 6/l/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (3) 0 131"x3 0", min. toe -nails at top chord. Provide (2) 0.131"x3 0", min toe -nails at bottom chord. 7' 7' Defl/CSI Criteria 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)- 0 017 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 06/22/2018 B 436 194 / 349 /- / 152 / 8 0 D 136 113 /106 /- /- /15 C 237 /113 /153 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface Bearing B requires a seat plate. Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingg shipping, installing and bracing Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI an a SBCA) fb safety practices prior to performing these functions. Installers shall provide temporarryY bracin per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom Nord shall have a propefly attached rigqld ceiling Locations shown forpermanent latQral restraint bf webs shall hav braaanqq installed per BC I sections $3, B7 or B10, as applicaRe. Apply plates to ach face oftrussand position as shown above and on tt a JoinrDetails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard pefale positions Alpin , a division of ITW Buildl1'n$QFComponents Group Inc shall not be responsible for any deviation from this drpwin any failure to build the MrVC truss inconformancewithANSIrfP11, or for handliriq, shipping, installatidn and bracing of,trussesA seal on this dr winq or cover page , , 2400 Lake Orange Dr. listingthis drawing, indicatesacceptanceofproessionaengineeringresponsibilitysolelyforthedesignshon. The suiCability Suite 150 and use ofthisawingforanystructureistheresponsibilityofthebuildingDesigrierperANSI/TPI 1 Sec.2. For more information see thisjob's general notes page and these web sites ALPINE www al ineaw corn. TPI www tipinst or ; SBCA: www,sbundust corn; ICC www iccsafe org Orlando FL, 32837 Job Number: N330074 9A6/9A7 ,258MB/258TB ,R/01 Truss Label: EJ7A Loading Criteria (psf) TCLL: 20.00 TCDL: 17.00 BCLL: 0.00 BCDL' 10.00 Des Ld 4700 NCBCLL: 10.00 Soffit: 0.00 Load Duration' 1 25 Spacing: 24.0 " T 6'6 i 7' 1' 7, Wind Criteria Wind Sid. ASCE 7-10 Speed' 150 mph Enclosure: Closed Risk Category: II EXP' C Mean Height: 22.19 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 GCpr 0 18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 611/2013) Top chord 2x4 SP #1 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. 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 61h.ed 201 TPI Std 2014 Rep Factors Used Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Ply. 1 SEQN' 46285 / T40 / EJAC Cusl* R R8975 JRef" 1 Wc189750047 Qly: 10 FROM• RDG Dnallo' 173.18.1156.03380 FV / WHK 06/22/2018 Defl/CSI Criteria PP Deflection in loc Udell U# 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 So. 708 1 it e y ,ot• SAT O :: ONAIL 06/22/2018 C cD 0 v Maximum Reactions (lbs) Loc R /U /Rw /Rh /RL /W B 432 / 138 1344 / - / 200 / 4.0 D 136 /14 /104 /- /- 115 C 250 / 170 / 150 / - / - / 1.5 Wind reactions based on MWFRS B Min Brg Width Reg = 1 5 D Min Brg Width Reg = - C Min Brg Width Reg = - Bearing B is a rigid surface. Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in faricatinq, handlin shippin installing and bracing Refer to and follow the latest edition of BCSI (BuildingSafetyInformation, by PI ancc77 SBCA) fo'r saffety ractices prior to performing these functions. Installers shall provide temporary BCSI Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom Chord shall have a proper y id ceilin Locations shown forpermanent lateral restraint bf webs shall hay bracing installed p r BCSI s ctions 133, B7 or B10 eApployplatestoeachfaceotrussandpositionasshownaboveandonfieJoineDetails, un ess note otherwise. Refer to 60A- Z for standard plate positions a division of any ition from this cirpwinq any failure to build the sesAsealonthisdrHwiygorcoverpae31ely for the design sho 7n. The suiCability per ANSI/TPI 1 Sec.2. ALPINE rrwcaaru+ r 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330074 9A6/9A7 ,258MB/258TB ,R/O1 Truss Label: EJ7S T 6'6 f Ply. 1 SEQN. 46252 / T68 / EJAC I Cust: R R8975 JRef, 1 Wc189750047 Qty, 5 FROM ROG DrwNo. 173.18.1156.03240 KM / WHK 06/22/2018 4X4(B1) C Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 17.00 Speed: 150 mph BCLL: 000 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP C Des Ld 47.00 Mean Height: 22 44 It NCBCLL' 10.00 TCDL: 4 2 psf Soffit: 0.00 BCDL: 5.0 psf Load Duration: 1 25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 It GCpi: 0.18 Wind Duration, 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bol chord 2x4 SP #2 N Lumber value set " 1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (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 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 7' 7' Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): NA VERT(TL): NA HORZ(LL): -0 015 B HORZ(fL)' 0.030 C Creep Factor 2 0 Max TC CSI: 0.777 Max BC CSI: 0.606 Max Web CSI: 0.000 VIEW Ver 17 02 01A 1115.21 06/22/2018 Maximum Reactions (lbs) Loc R /U /Rw /Rh /RL /W A 347 193 / 255 / - / 176 / - C 137 /16 /107 /- /- /1.5 B 254 / 174 / 154 / - / - 11 5 Wind reactions based on MWFRS A Min Brg Width Reg = - C Min Brg Width Reg = - B Min Brg Width Reg = - Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing,and bracing. Refer to and follow the latest edition of SCSI (BuildingComponentSafetyInformation, by TPI anc7 SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracin per BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlattachdrl4idceilingLovationsshownforermanentlateralrestraintbfwebsshallhavebracininstalledperBC51sectionsQ3, B7 or 1310Y as app Ica Ole. Apply plates to each face, ofptruss and position as shown above and on the Joint9Detalls, unless noted otherwise. Refer to ALPINEdrawings760A-Z for standard plate positions Alpine, a division of ITW Buildl'nQCompon nts Gaup Ins. shall not be responsible for any deviation from this drawing any failure to build the ,,„m ,,,,,,,,, truss In confbrmance with ANSIIfPI 1, or feor handliriI shipping, installation and bracing of,trussesA seal on this drawirfg or cover pa e , , 240o Lake Orange Dr. listing this drawing, indicates acceptance of proTessionaf en ineerinq responsibility solely for the design shown. The suitability Suite Lake and use of this awing for any structure is p e responsibilit of the Building Desigrier per`ANSI/TPI 1 Sbc.2.150 For more information see this job's general notes page and these web sites: ALPINE: w al ineaw com, TPI, www.t inst.or : SBCA: www.sbundust .corn; ICC. www.iccsafe.org Orlando FL, 32837 Job Number: N330074 9A6/9A7 ,258MB/258TB ,R/01 Truss Label: CJ5A T 6"6 i Ply: 1 SEON: 46257 / T33 / JACK Cust: R R8975 JRef, 1 Wc189750047 Qty. 9 FROM. RDG DrwNo. 173.18.1156.04738 KD / DF 06/22/2018 C CD O M 5' 5' Loading Criteria (psQ Wind Criteria Snow Criteria (Pg,Pf in PSF) DeFl/CSI Criteria Maximum Reactions (Ibs) TCLL: 2000 Wind Std: ASCE 7-10 Fig NA Ct NA CAT: NA PP Deflection in loc Udefl U# Loc R I U / Rw / Rh / RL / W B 337 1108 / 274 / - / 147 / 4 0TCDL: 17.00 Speed: 150 mph Pf NA Ce NA VERT(LL): NA BCLL: 000 Enclosure. Closed Lu: NA Cs. NA VERT(TL): NA D 97 / 10 / 74 / - / - / 1 5 BCDL: 10.00 Risk Category. II Snow Duration, NA HORZ(LL)- -0 006 C C 174 / 117 1103 / - / - / 1.5 Des Ld. 4700 EXP: CMeanHORZ(TL): 0.010 D - - Wind reactions based on MWFRS Code / Misc CriteriaNCBCLL: 10.00 Height 21 69 tt TCDL' 4.2 psf Creep Factor: 2.0 B Min Brg Width Reg = 1.5 Soffit: 0.00 BCDL: 5 0 psf Bldg Code: FBC 5th.ed 201 Max TC CSI: 0 489 D Min B Width Re g = - Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std. 2014 Max BC CSI: 0.306 C Min Brg Width Reg = - Bearing B is a rigid surface. Spacing: 24.0 " C8C Dist a: 3.00 tt Rep Factors Used: Yes Max Web CSI: 0.000 Loc. from endwall- not in 4.50 ft FT/RT:20(0)/10(0) Members not listed have forces less than 375# GCpi: 0.18 Plate Type(s). VIEW Ver: 17.02.02A.1213.21WindDuration160WAVE 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. jGE3 •' w • O. 708 1 i ,a t• SAT O • z < CoA aorl 06/22/2018 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 anO SBCA) I r safety practices prior to performing these functions Installers shall provide temporary bracin per BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom Chord shall have a proper y attach d rigqid ceilin Locations shown for permanent Iatgral restraint of webs shall have br cin inslalled per BCSI Sections $3, B7 or B10, as applicable. Applgy plates to each face of truss and position as shown above and on the ointgDetails, unless noted otherwise. Refer to ALPINEdrawings160A-Z for standard plate positions. AlpinQ, a division of ITW Buildl1nccL Componegnts Gro0upp InC shall not be respponsible for any deviation from this drewin any failure to build the , ,wcp w ntrussinconformancewithAN1, or for handlirfg, shipping, installati6n and bracing of,trussesA seal on this dr wing or cover page , , 2400 Lake Orange Dr. listing this drawing, indicates acceptancetance of prolessiona en ineering responsibilitty solel for the desi n shown. The suicabllity Suite 150anduseofthis awing for any structure is the responsibilit of the Building Desigder perANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites ALPINE www alpineirw cam; TPI www ipinst org: SBCA www sbundustry.com. ICC www.iccsafe org Orlando FL, 32837 Job Number: N330074 Ply. 1 I SEON. 46258 / T43 / JACK Cusl. R R8975 JRef. 1 WO89750047 9A6/9A7 ,258MB/258TB ,R/01 Oty: 1 FROM. RDG DrwNo 173.18 1156 04721 Truss Label: CJ5S KID / DF 06/22/2018 Loading Criteria (psf) TCLL 20.00 TCDL: 17.00 BCLL: 0.00 BCDL. 10.00 Des Ld. 47 00 NCBCLL: 10.00 Soffit 0.00 Load Duration: 1.25 Spacing 24 0 " T 6"6 i 4X4(B1) Wind Criteria Wind Std' ASCE 7-10 Speed 150 mph Enclosure: Closed Risk CategoryII EXP: C Mean Height: 21.94 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 #2 N Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide ( 2) 0.131"x3.0", min toe -nails at top chord. Provide ( 2) 0 131"x3.0", min. toe -nails at bottom chord. a 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 5' 5' Defl/ CSI Criteria PP Deflection in loc Udefl U# VERT( LL): NA VERT( TL). NA HORZ( LL)' -0 007 B HORZ( TL): 0 013 C Creep Factor: 2 0 Max TC CSI 0 524 Max BC CSI: 0.316 Max Web CSI 0 000 VIEW Ver. 17.02.02A.1213.21 0. 708 1 i con # o,pNq w r'. 06/ 22/2018 B C Maximum Reactions (lbs) Loc R /U /Rw /Rh /RL /W A 249 / 63 / 183 / - / 123 / - C 99 /12 /77 /- /- /15 B 180 /122 /109 /- /- /1.5 Wind reactions based on MWFRS A Min Brg Width Reg = - C Min Brg Width Reg = - B Min Brg Width Reg = - Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlingp shipping, in*tallingand bracing. Refer to and follow the latest edition of BCSI (Building tSafetyInformation, by TPI anc7 SBCA) fbr safety practices prior to performing these functions. Installers shall provide temporary SCSI.. Unless noted otherwise,top chord shall have propperty attached structural sheathing and bottom Chord $hall have a properly id ceiling I ocations shown for permanent lateral restrSlnt bf webs shall hay br00cinqq inslalled per BCSI sections $3, B7 or B10, e.- Apply plates to each face, of truss and position as shown above and on tI a Jolnf Details, unless noted otherwise. Refer to f ITW Build1''ncLCompon pis Grpup InC. shall not be responsible for any deviation from this dr wmg any failure to build the is with ANSIrtPI 1, or or handling, shipping, installation and bracing of trussesA eat on th s dr8wiliq or cover pae Indicatesacceptanceofro) essionar en ineering responsibilitty sole) for the desi n sholdn. The suitability rawingforanystructureistheresponsibilitoftheBuildingDesigrferperYANSI/TPI 1 Sec.2. e 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 ALPINE 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330074 9A6/9A7 ,258MB/258TB ,R/01 Truss Label: CJ3S Loading Criteria (psq TC L L: 20.00 TCDL: 17.00 BCLL' 0.00 BCDL: 10.00 Des Ld: 47 00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1 25 Spacing: 24.0 " T 6"6 Wind Criteria Wind Sld ASCE 7-10 Speed. 150 mph Enclosure' Closed Risk Category' II EXP: C Mean Height: 21.44 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 "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. Ply 1 I SEQN 462601 T55 / JACK Cust: R R8975 JRef, 1 Wc189750047 Qty: 1 FROM ROG DrwNo. 173.18.1156.04691 KD / OF 06/22/2018 12 B 4X4(B1) 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 Yes FT/RT'20(0)/10(0) Plate Type(s) WAVE C 3' 3' 0 N Defl/CSI Criteria Maximum Reactions (Ibs) PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL W VERT(LL): NA A 151 / 35 / 110 / - / 72 VERT(TL): NA C 58 / 6 / 45 I - / - 1 5 HORZ(LL). -0.002 B B 108 / 73 / 66 / - / - 11.5 HORZ(TL)' 0 003 C Wind reactions based on MWFRS Creep Factor: 2 0 A Min Brg Width Req = - Max TC CSI 0 296 C Min Brg Width Reg = - Max BC CSI: 0.117 B Min Brg Width Req = - Max Web CSI: 0.000 Members not listed have forces less than 375# VIEW Ver 17.02.02A 1213.21 VATO wot SfON A1. 06/22/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingg shi pin installing and bracing. , Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI an ct SBCA) fbr safpety pgractices prior to performing these functions Installers shall provide temporary bracin per SCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propery attach d riggid ceiling Locations shown forpermanent Iatgral restraint Of webs shall have brawn installed per BCSI sections P3, B7 or 610, as app icable Apply plates to each face of truss and position as shown above and on the aoini9Details, unless noted otherwise Defer to drawings 160A-Z for standard plate positions. A pine, a division of ITW Buildlng ComponQnts Group Inc. shall not be responsible for any deviation from this drpwine any failure to build the mrrwco~ truss in conformance with AN1ALPINE1/TPI 1, or for handling, shippingq, installation and bracing of trussesA seal on this dr winq or cover page, , 2400 Lake Orange Dr. listing this drawing,indicates acceptance of pro) essionar en ineennq responsibility sole) for the design shov7n. The suitabilityanduseofthisrawingforanystructureisfheresponsibilityoftheBuildingDesigrierper'ANSI/TPI 1 Sec.2. Suite 150 For more information see this ob's general notes page and these web sites: ALPINE www al ineitw com; TPI www tipinst or ; SBCA www sbandus .com• ICC www.iccsafe.org Orlando FL, 32837 Job Number: N330074 jPly1 SEQN: 46262 / T38 / JACK Cust. R R8975 JRef' 1 Wc1B9750047 9A6/9A7 ,258MB/258TB ,R/01 Qty' 9 FROM: RDG DrwNo: 173A8.1156.04629 Truss Label: CJ3A _ _ c KD / DF 06/22/2018 T 6"6 i Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) TCLL' 20.00 Wind Std ASCE 7-10 Pg: NA Ct. NA CAT,N) TCDL 17.00 Speed 150 mph Pf NA Ce NA BCLL 000 Enclosure: Closed Lu NA Cs: NA BCDL 10.00 Risk Category. II Snow Duration: NA Des Ld: 4700 EXP. C Code / Misc CriteriaNCBCLL: 1000 Mean Height 21 19 ft TCDL: 4.2 psf 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 ft Rep Factors Used Yes Loc from endwall. Any FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE Lumber Value Set: 13B (Effective 6/112013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0.131"x3 0", min. toe -nails at top chord Provide (2) 0.131"x3 0", min. toe -nails at bottom chord C 3' Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): NA VERT(TL): NA HORZ(LL)' -0 001 C HORZ(TL) 0.001 C Creep Factor: 2.0 Max TC CSI: 0 266 Max BC CSI: 0.101 Max Web CSI 0.000 VIEW Ver 17 02.02A.1213.21 o. 708 1 t o t SAT O ss....,..••Nv, p,,, ONAcoA10L7rjgM'.1w'F 06/22/2018 U') r— rM N Maximum Reactions (Ibs) Lot R / U / Rw / Rh / RL / W B 245 / 82 / 208 / - / 96 / 4.0 D 56 /4 /43 /- /- /1.5 C 97 167 / 54 / - / - / 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 DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingg, handlin shipping, installing and bracing. Refer to and follow the latest edition of SCSI (BuildingComponentSafetyInformation, by TPI an r7 SBCA) for safety practices prior to performing these functions Installers shall provide temporary bracin per BCSI. Unless noted olherwise,top chord shall have property attached structural sheathing and bottom chord shall have a properly attach d rigid ceiling Locations shown for ermanent lataral restraint bf webs shall have bracingq installed per BCI sections B3, B7 or B10asappIcabie. AppTy plates to each face or truss and position as shown above and on the aoint Details, unless noted otherwise. Refer to ALPINEdrawings160A-Z for standard plate positions. Alpinp, a div(sion of ITW Builds1' hgComponents Group Inc.. shall not be responsible for any deviation from this drpwinqq any failure to build the N m mtrussinconformancewithANSI/TPI 1, or for handling, shipping, installatidn and bracing of trussesA seal on this drawing or cover page, , 2400 Lake Orange Dr. listing this drawing indicates acceptance of proTessionar en ineerinq responsibilitcyv solely for the des! n shown. The suitability 9anduseofthisdrawingforanystructureistheresponsibilit,7of the Building Desigrfer per'ANSI/TPI 1 SIc.2. Suite 150 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: W sbcindust .com• ICC: www.iccsafe org Orlando FL, 32837 Job Number: N330074 9A6/9A7 ,258MB/258TB ,R/O1 Truss Label: CJ1A T 6"6 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 17.00 Speed: 150 mph BCLL 0.00 Enclosure. Closed BCDL: 10.00 Risk Category. II CEXPDesLd: 47 00 MeaMean Height 20 69 ft NCBCLL* 10.00 TCDL: 4.2 psf Soffit. 0.00 BCDL: 5.0 psf Load Duration: 1 25 MWFRS Parallel Dist: 0 to h/2 Spacing. 24 0 " C&C Dist a: 3.00 ft Loc from endwall: Any GCpi: 0.18 Wind Duration 1 60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0.131"x3.0", min. toe -nails at top chord. Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. Ply: 1 SEON 46265 / T39 / JACK Cust R R8975 JRef: 1 Wc189750047 Oty 9 FROM ROG DrwNo 173 18.1156 04816 KD / OF 06/22/2018 12 6 F, 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 61h.ed TPI Std: 2014 Rep Factors Used: Yes FT/RT 20(0)/10(0) Plate Type(s): WAVE TT 0 IT- U-) r Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): NA VERT(TL): NA HORZ(LL). -0.000 C HORZ(TL) 0.001 C Creep Factor: 2.0 Max TC CSI: 0.183 Max BC CSI: 0 020 Max Web CSI: 0 000 VIEW Ver: 17.02.02A 1213.21 P H. GE SF .% 10 ' 0. 708 1 o t SAT O con ao°F sSONAL 06/22/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 181 /71 /172 /- /47 /4.0 D 14 /5 /14 /- /- /1.5 C -6 /22 /18 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin hip pin installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by_TPI an SBCA) fo'r. ety ractices prior to performing these functions. Installers shall provide temporary bracin per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom Nord shall have a properly attach d ri Id cellina Locations shown for permanent lateral restraint 8f webs shall have bracing installed per BC I sections t}3, B7 or B10asapplicaf3e. Apply plates to each face oftruss and position as shown above and on the aoingDetails, unless noted otherwise. Refer to' drawings 160A-Z for standard plate positions Mine, a division of ITW Build 11'nctomponQnts Group InG shall not be responsible for any deviation from this dr win anY failure to build the trussinconformancewithANSI411, or for handlirlq shipping, installation and bracing of,trussesA seal on this dr wirtg or cover page , listing this drawing indicates acceptance of pro essiona engineering responsibilrttyv solelyfor the desi n shown. The suitability and use of this drawing for any structure is the responsibility of the Building Desigrfer per1ANSI/TPI 1 Sec.2. ALPINE M ITV comet ' 2400 Lake Orange Or Suite 150 Orlando FL, 32837 Job Number: N330074 I Ply: 1 SEON: 46266 / T65 / JACK Cust: RR8975 JRef: 1Wc189750047 9A6/9A7 ,258MB/258TB ,R/O1 Oty: 1 FROM. RDG DrwNo: 173 18 1156.08123 Truss Label: CJ1S KID / DF 06/22/2018 Loading Criteria (pso TCLL 20.00 TCDL 17.00 BCLL. 0.00 BCDL 10.00 Des Ld: 47 00 NCBCLL: 10.00 Soffit. 000 Load Duration: 1.25 Spacing: 24 0 " ti Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category, II EXP: C Mean Height: 20.94 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 SIP #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 12 6 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 20'10"12 20'1 "14 Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL). NA VERT(TL): NA HORZ(LL): -0.000 B HORZ(TL). 0.000 B Creep Factor: 2.0 Max TC CSI: 0 031 Max BC CSI: 0.009 Max Web CSI 0.000 VIEW Ver, 17 02.02A.1213.21 0.708 1 o t• SAT O ; Q X''4 css ...,,..••G, coAoAL_`Na 06/ 22/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W A 54 /7 /38 /- /22 /- C 18 /2 /14 /- /- /1.5 B 34 /25 /21 /- /- /1.5 Wind reactions based on MWFRS A Min Brg Width Reg = - C Min Brg Width Reg = - B Min Brg Width Reg = - Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS I uire extreme care in fabricating, handling shippin installing.and bracing. Refer to and follow the latest edition of BCSI (Building tSafetyInformation, by TPI an c7 SBCA) handling, safety Xactices prior to performing these functions. Installers shall provide temporary BCSI Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom hard $hall have a propperly f id ceiling Lovations shown forDermanent lateral restraint bf webs shall hav braacingq installed per BC`I sections B3, B7 or B10, e. Apply plates to each face ofPtruss and position as shown above and on the Joint Details, unless noted otherwise. kefer to 60A- Z for standard plate positions of in c9nrormance wltn ANbl/I Fl 1, or for nandun4, si g this drawing,indicates acceptance of proles useofthisrawingforanystructureistheressee failure to build the or cover pa e n. The suigability P INEALPINEu rrwc 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330074 Ply 1 SEON' 46255 / T14 / JACK Cust: RR8975 JRef: 1 Wcl89750047 9A6/9A7 ,258MB/258TB ,R/01 Qty: 2 FROM: RDG DrwNo. 173.18.1156 04581 Truss Label: CJ5 _ KID / DF 06/22/2018 Loading Criteria (psr) TCLL: 2000 TCDL: 1700 BCLL. 0.00 BCDL: 1000 Des Ld: 47.00 NCBCLL: 10.00 Soffit. 000 Load Duration, 1 25 Spacing: 24.0 " C 12 6 M O_ u7 CV Cl) B cM 1-3 A D 5' 1 5' Wind Criteria Wind Sid, ASCE 7-10 Speed 150 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15 00 ft TCDL 4 2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a' 3.00 It Loc. from endwall not in 4.50 ft GCpi 0 18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bol chord 2x4 SP #2 N Lumber value set " 13B" uses design values approved 1/3012013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0.131" x3.0", min. toe -nails at top chord. Provide (2) 0 131" x3.0", min. toe -nails at bottom chord. Snow Criteria (Pg,Pf in PSF) Pg NA Ct: NA CAT: W Pf: NA Ce NA Lu: NA Cs: NA Snow Duration NA Code / Misc Criteria Bldg Code. FBC 6th ed 201 TPI Std: 2014 Rep Factors Used Yes FT/RT:20(0)/ 10(0) Plate Type(s). WAVE Defl/CSI Criteria PP Deflection in loc Ude(I U# VERT(LL): NA VERT( TL): NA HORZ( LL): 0.006 D HORZ(TL) 0.013 D Creep Factor: 2.0 Max TC CSI: 0. 435 Max BC CSI: 0 294 Max Web CSI: 0. 000 VIEW Ver. 17.02. 02A 1213 21 H, r4•,. 00 pE sF % o. 708 1 SAT O floe COA # NA 06/ 22/ 2018 Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 341 /77 /279 /- / 114 /8.0 D 95 /9 /72 /- /- / 15 C 165 /79 /105 /- /- / 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 DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingg shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an a SBCA) fb safety practices prior to performing these functions. Installers shall provide temporary bracin per BCSI Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proper y attach d rigqid ceilin Locations shown for permanent lateral restrAint bf webs shall hay br cin instplled p r BCSI sections B3, B7 or 1310 as applica0le. Applgy ptat,,s to each face oftruss and position as shown above and on the oin[gDetails, un ess noted otherwise. Refer to'ALPINE drawings 16OA-Z for standardplatepositions. Alpine, a division of ITW Buildl1'n9g ompon nts Grgup In shall not be responsible for any deviation from this drawing any failure to build the . c,,n truss in confbrmance with ANSIIT 1 1, or t or handllrip, shipping, instpllation and bracing of trussesA eal on this dr8wing or cover page , , 2400 Lake Orange Dr. listing this drawing, indicates acceptanceofproesslonaenIneerinqresponsibilitty solely for the design shown. The suitability and use of this rawing for any structure is the responsibilit of the Building DesigrSer per ANSI!fPI 1 Sec.2. Suite 150 For more information see this job's Aeneral notes page and these web sites ALPINE www al ineaw corn; TPI: www.t inst.or ; SBCA: www.sbcindust .corn, ICC" w Jccsafe org Orlando FL, 32837 Job Number: N330074 Ply. 1 SEQN 46259 / T19 / JACK Cust. RR8975 JRef• 1 Wc189750047 9A6/9A7 ,258MB/258TB ,R/01 pty 2 FROM. LEG DrwNo: 173.18.1156.03739 Truss Label: CJ3 KM / DF 06/22/2018 Loading Criteria (psf) TCLL 20.00 TCDL. 17.00 BCLL. 0.00 BCDL' 1000 Des Ld: 47.00 NCBCLL: 1000 Soffit: 0.00 Load Duration: 1.25 Spacing, 24 0" Wind Criteria Wind Std ASCE 7-10 Speed 150 mph Enclosure: Closed Risk Category. II EXP. C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL 5 0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a 3 00 ft Loc. from endwall 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 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 C a 21 Deft/CSI Criteria PP Deflection in loc Udefl U# VERT(LL) NA VERT(TL). NA HORZ(LL)- 0 001 D HORZ(TL)- 0 002 D Creep Factor: 2.0 Max TC CSI: 0.188 Max BC CSI: 0.097 Max Web CSI 0 000 VIEW Ver: 17.02.01A.1115.21 MH. oo AGE scr o.7,os$1 s aT o o •''A- 4COA 06/22/2018 M CD Lf') co N Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 250 /61 /214 /- /75 /8.0 D 54 /4 /42 /- /- /15 C 90 /44 /54 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface Bearing B requires a seat plate Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shl pin Installing, and bracing. , Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) f3i safety ractices prior to performing these functions. Installers shall provide temporary bracing per BCSI Unless noted o herwise,top chord shall have proper)y attached structural sheathing and bottom hord shall have a proper y attached rigid celllnp Locations shown for ermanent lataral restraint bf webs shall hay braacingq installed per BCI sections 3, B7 or 810, as app lca e. AppTy laces to each face. ofPtruss and position as shown above and on t 1e Joint Details, unless noted otherwise f7efer to ALPINEdrawings160A-Z for standard plate positions. Alpine, a division of ITW BU11ild1''n Components Group InC shall not be responsible for any deviation from this drpwin any failure to build the ,,,,n m,,,w,, truss In . gnfbrmance with ANSU$PI 1, or fgor handlirS) , shipping, installation and bracing of,trussesA seal on this drewirfg or cover pa e , , 2400 Lake Orange Dr. listing this drawing, indicates acceptance of proTessionar en ineerinq responsibility solely for the desi n shown. The s i'Mability ganduseofthisyawingforanystructureistheresponsibilityoftheuildingDesignerperANSIfTPI1Sec.2. Suite 150 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.Sbdndust com. ICC: www imsafe.0v Orlando FL, 32837 Job Number: N330074 Pty. 1 9A6/9A7 ,258MB/258TB ,R/01 Qty: 2 Truss Label: CJ1 _ Loading Criteria (psf) TCLL 20.00 TCDL 17.00 BCLL: 0.00 BCDL. 10.00 Des Ld 47 00 NCBCLL. 1000 Soffit 0.00 Load Duration: 1.25 Spacing: 24.0 " 4"3 V Wind Criteria Wind Sld: ASCE 7-10 Speed: 150 mph Enclosure Closed Risk Category: II EXP, C Mean Height 15 00 It TCDL: 4 2 psf BCDL: 5.0 psf MWFRS Parallel Dist. 0 to h/2 C&C Dist a: 3 00 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 "'I3B" 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 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 SEON' 46263 / T20 / JACK I Cust: R R8975 JRef' 1 Wcl89750047 FROM: RDG DrwNo. 173.18.1156.04784 KID / DF 06/22/2018 C Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): NA VERT(fL)- NA HORZ(LL). -0.000 D HORZ(TL): 0.000 D Creep Factor: 2.0 Max TC CSI: 0 171 Max BC CSI: 0 022 Max Web CSI: 0.000 VIEW Ver, 17.02.02A.1213.21 4, o. 708 1 a SAT O ; ti COA #oS,,,01V A ,•''`' Im 06/22/2018 co 1 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 194 /64 /186 /- /37 /8.0 D 9 /10 /14 /- /- /15 C -15 /29 /21 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# WARNING' READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingg shippin installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) fbi safety ractices prior to performing these functions Installers shall provide temporary bracin per BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom hord shall have a proper y attach d riAld ceilln9 Locations shown for permanent IatQral restraint bf webs shall haye br00cinqq installed per BCI sections t}3, B7 or 810, as applcatffe Apply plates to each face of truss and position as shown above and on the Joint Details, unless notetl otherwise Refer to ALPINEdrawings160A-Z for standard plate positions AlpinQ, a division of ITW Buildin44ccompon nts Group In shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI 1, or or handlirip shipping, installation and bracing of,trussesA seal on this drawing or cover page , , 2g00 Lake Orange Dr. listing this drawing, indicates acceptance of proTessionar en ineeringg responsibility solely for the desi n shovTn. The sui ability and use of this awing for any structure is the responsibility of the 9u!Iding Desigrier per ANSI/TPI 1 Sbc.2. Suite 150 For more information see this ob's general notes page and these web sites: ALPINE www alpuneaw.com, TPI www.tpmsl.org: SBCA: www.sbdndustry.com, ICC' www iccsafe org Orlando FL, 32837 Job Number: N330074 9A6/9A7 ,258MB/258TB ,R/01 Truss Label: EJ74 Pty. 1 SEON. 46250 / T29 / EJAC Cust. R R8975 JRef: 1 Wc189750047 Oty. 4 FROM: RDG DrwNo, 173.18.1156.03365 KM / WHK 06/22/2018 12 4 T in I N B N s A D 1' Loading Criteria (psf) Wind Criteria TCLL. 20.00 Wind Sid: ASCE 7-10 TCDL: 17.00 Speed 150 mph BCLL. 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 47.00 Mean Height. 15 00 ft NCBCLL: 1000 TCDL: 4.2 psf Soffit: 000 BCDL: 5.0 psf Load Duration. 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc from endwall: Any GCpr 0.18 Wind Duration' 1 60 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "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 N3.0", min toe -nails at top chord. Provide (2) 0.131N3.0", 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 61h.ed TPI Sid. 2014 Rep Factors Used Yes FT/RT:20(0)/10(0) Plate Type(s). WAVE 7' 7' Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL)- NA VERT(fL): 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 ok FE F• o. 708 1 o t S AT O co ' An 0 AN , 06/ 22/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 426 /115 /329 I- /101 /8.0 D 134 /12 /103 /- /- /15 C 228 / 97 / 132 / - / - / 1 5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricatingg, handlingg shigpininstalling and bracing . Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI anc7 SBCA) fbr safety ractices prior to performing these functions Installers shall provide temporary r BCSI Unless noted olherwise,top chord shall have properly attached structural sheathingq and bottom hord §hall have a proper y aid ceilingLocationsshownforpermanentlateralrestraintyfwebsshallhavbracinginslelledperBCIsSctionsB3, B7 or 910 Sle. ApplyplatestoeachfaceoftrussandpositionasshownaboveandontIaaoingDetails, unless noted otherwise Refer to' 60A-Z for standard plate positions. a division of from this drpwin anv failure to build the seal onthisdrawivgorcoverpageforthe design shown. The suiTability ANSI/TPI 1 Sec.2. ALPINE more iin vi 1, or for r s acceptance r any structure ICC: w J=safe IN mY COMMM' 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330074 9A6/9A7 ,258MB/258T8 ,R/01 Truss Label: CJ34 Ply: 1 SEQN: 46261 / T27 / JACK Cust. R R8975 JRef. 1 Wcl89750047 Qty, 2 FROM ROG DrwNo. 173.181156.04769 KD / DF 06/22/2018 12 4 C 1 A D 3' 1 1 F 31 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL' 20.00 Wind Std: ASCE 7-10 Pg: NA Ct NA CAT: NA PP Deflection in loc Udell U# TCDL. 17.00 Speed: 150 mph Pf: NA Ce: NA VERT(LL): NA BCLL: 000 Enclosure: Closed Lu. NA Cs: NA VERT(TL): NA BCDL' 10.00 Risk Category II Snow Duration: NA HORZ(LL)- 0 001 D Des Ld- 47.00 EXPC Mean Height: 15.00 ItMean HORZ(TL). 0 002 D NCBCLL. 10.00 TCDL: 4.2 psf Code / Misc Criteria Creep Factor: 2.0 Soffit: 0.00 BCDL: 5.0 psf Bldg Code. FBC 6th.ed 201 Max TC CSI: 0.161 Load Duration 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std 2014 Max BC CSI: 0.090 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI 0.000 Loc. from endwall Any FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): VIEW Ver 17.02.02A 1213.21WindDuration. 1 60 WAVE 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. eeFE 0. Z08 1 d :• SAT O : Q cNA"' 06/ 22/2018 TT11') Maximum Reactions ( Ibs) Loc R / U /Rw /Rh /RL /W B 244 / 71 /201 /- /50 /80 D 53 / 4 /40 /- /- 115 C 85 / 36 /47 /- /- /15 Wind reactions based on MWFRS B Min Big Width Req = 1 5 D Min Brg Width Req = - C Min Big Width Req = - Bearing B is a 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 fabricatingg, handling shlppin installing and bracing Refer to and follow the latest edition of BCSI (Building Component SafetyInformation, by TPI anc7 SBCA) foP safety ractices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted o herwise,top chord shall have proper)y attached structural sheathing and bottom hord shall have a properly attach rigqidceilingLovationsshownforDermanentlatgralrestraintbfwebsshallhavbracinginstalledperBCIsectionsl}3, B7 or B10, as appIcadle. Apply plates to each face. of truss and position as shown above and on t e JoincDetalls, unless noted otherwise. itefer to ALPINE drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildl1ng CComponents Group InC. shall not be responsible for any deviation from this drpwin any failure to build the ro truss in conformance with ANSI/TP1 1, or for handliriq sllippinq, installation and bracing of,trussesA eal on this druwing or cover pa e, , 2400 Lake Orange Dr. listingthis drawingindicatesacceptanceofroessionaenineenngresonsibilittyysolelyforthedesinshown. The sui lqability and seofthisdrawing, forany structure is p e responsibilit,7 ofthe Building Desigrfer per`ANSUTPI 1 Sbc.2. C Suite 150 For more information see this ob's general notes page and these web sites: ALPINE www al ineitw cam TPI: w .t inst.or ; SBCA www sbcindustry com. ICC w iccsafe org Orlando FL, 32837 Job Number: N330074 9A6/9A7 ,258MB/258TB ,R/01 Truss Label. CJ54 2X4(A1) Loading Criteria (pst) Wind Criteria TCLL: 2000 Wind Sld ASCE 7-10 TCDL: 1700 Speed: 150 mph BCLL 0.00 Enclosure' Closed BCDL. 10.00 Risk Category II EXP: C Des Ld: 47 00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL' 4.2 psf Soffit: 0.00 BCDL 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing. 24 0 " C&C Dist a 3 00 It Loc. from endwall 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. Ply. 1 SEON: 46256/ T25 / JACK Cust: RR8975 JRef: 1Wcl89750047 01y: 2 FROM: RDG DrwNo: 173.18.1156 04690 KID / DF 06/22/2018 17 C 5t Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Pf NA Ce: NA VERT(LL): NA Lu: NA Cs' NA VERT(TL)' NA Snow Duration: NA HORZ(LL)' 0 006 ID HORZ(TL): 0.014 D Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.403 TPI Std: 2014 Max BC CSI 0.286 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Plate Type(s): WAVE VIEW Ver: 17 02 02A 1213.21 PN H. 7 0841 S TO(•- G 06/22/2018 T Ln M Maximum Reactions (lbs) Loc R / U / Rw / Rh / RL / W B 333 / 92 / 263 I - / 76 / 8.0 D 94 /9 /71 /- /- 115 C 158 /67 /91 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface Bearing B requires a seat plate Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricatin , handlingq shippin installing.and bracing Refer to and follow the latest edition of BCSI (BuildingtSafetyInformation, by TPI an SBCA) safety (ractices prior to performing these functions. Installers shall provide temporary SCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom hard $hall have a properlyaldceilingLocationsshownforDermanentlateralrestraintofwebsshallhavbracinginstalledperBCIsectionsD3, B7 or B10eApplyplatestoeachfaceoftrussandpositionasshownaboveandontIaJointDetails, unless noted otherwise. Refer to 60A-Z for standard plate positions. of ITW Buildl1'na ompon nts Group InC shall not be respponsible for any deviation from this drawin apvy failure to build thencewithANSIrf11, or for handling shipping, Installatidn and bracing of,trussesA seal on this dr wlrfg or cover pa e , inq indicates acceptance of proTessionaf en ineering responsibility solely for the desi n shoH7n. The suitabilitysdrawingforanystructureistheresponsibilityoftheBuildingDesigrierperANSI/TPI 1 S-ec.2. see this job's general notes page and these web sites: ALPINE: www elpineitw cornTPI: w Jpinst orp SBCA w sbondustry.com; ICC: w iccsafe ALPINE my mMrun 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330074 Ply. 1 SEON: 46264 / T28 / JACK I Cust. RR8975 JRef: 1Wcl89750047 9A6/9A7 ,258MB/258TB ,R/01 Oty: 2 FROM• RDG DrwNo: 173.18.1156.04660 Truss Label: CJ14 KD / DF 06/22/2018 Loading Criteria (psq TC L L: 20.00 TCDL: 17.00 BCLL. 000 BCDL: 10.00 Des Ld: 4700 NCBCLL: 10.00 Soffit' 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Sid. ASCE 7-10 Speed: 150 mph Enclosure Closed Risk Category, II EXP: C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a 3.00 It Loc from endwall. Any GCpi 0 18 Wind Duration: 1.60 Lumber Value Set: 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. 12 4 C A ti D 2X4(A1) 1 1f Snow Criteria (Pg,Pf in PSF) Den/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Pf: NA Ce: NA VERT(LL) NA Lu: NA Cs. NA VERT(TL): NA Snow Duration- NA HORZ(LL): 0.000 D HORZ(TL): 0.000 C Code / Misc Criteria Creep Factor: 2.0 Bldg Code* FBC 6th.ed 201 Max TIC CSI: 0 159 TPI Std: 2014 Max BC CSI: 0.021 Rep Factors Used. Yes Max Web CSI: 0 000 FT/RT:20(0)/10(0) Plate Type(s): WAVE VIEW Ver 17.02.02A.1213.21 o. 708 1 r k, CoA'o OIV AL „a 06/22/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 189 / 85 1 172 / - / 25 / 8.0 D 8 /10 /15 /- /- /15 C -15 /25 122 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatin , handlingq shippin installing. and bracing. Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI an SBCA) & safety ractices prior to performing these functions. Installers shall provide temporary bracin per SCSI. Unless noted olherwise,top chord shall have property attached structural sheathing and bottom chord shall have a properly attach , rigid ceiling Lovations shown for permanent latoral restraint f webs shall hav bracin ins ailed per BCSI sections ¢3, B7 or 810, asapplicaaApplyplatestoeachfaceoftrussandpositionasshownaboveandonteJoint9Details, unless noted otherwise Refer to ALPINE drawings160A-Z for standard plate positions AlpinQ, a division of ITW Buildl1nccL CComponents Grpup 1%. shall not be responsible for any deviation from this drpwin anyv failure to build the " C trussinconformancewithANSIITPI1, or (or handlirt4 shippingq, installati pn and bracing of trussesA eat on this dr2wirf or cover paye.. 2400 Lake Orange Dr. listingthisdrawingindicatesacceptanceofproTessionalenineerincresponsibilltcyvsole) for the desi n shown. The suitability 9 and use of this drawing, for any structure is the responsib!litgr of the Building DesigrSer per'ANSI/TPI 1 Sbc.2. Suite 150 For more information see this job's general notes page and these web sites. ALPINE, w el inenw.com: TPI: www t inst or : SBCA: www sbcindust .com. ICC: w .iccsafe.org Orlando FL, 32837 Job Number: N330074 9A6/9A7 ,258MB/258TB ,R/Ot Truss Label: HJ7 VY Loading Criteria (psf) Wind Criteria TCLL: 2000 Wind Std: ASCE 7-10 TCDL' 17.00 Speed' 150 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXPDesLd: 47 00 Mea C Mean Height: 15.00 ft NCBCLL: 0.00 TCDL: 4 2 psf Soffit: 0.00 BCDL 5.0 psf Load Duration 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing 24 0 " C&C Dist a 3.00 ft Loc from endwall. NA GCpi. 0.18 Wind Duration: 1.60 Lumber Value Set: 138 (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Loading Hipjack supports 6-11-8 setback jacks with no webs Wind Wind loads and reactions based on MWFRS. Additional Notes Provide (3) 0.131"0.0", min toe -nails at top chord Provide (3) 0.131"x3.0", min toe -nails at bottom chord Ply: 1 SEON 46243 / T23 / HIP_ Curt. R R8975 JRef, 1 Wcl89750047 Oty: 1 FROM: HMT DnvNo. 173.18.115603146 KM / WHK 06/22/2018 675 9'10"1 5'2"5 47'11 9'5" 7 9'5" 7 Snow Criteria (Pg.Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 6th.ed 201 TPI Std' 2014 Rep Factors Used: No FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL): 0.017 C 999 360 VERT(TL): 0.067 C 999 240 HORZ(LL). 0.006 F - HORZ(TL) 0 014 F Creep Factor: 2.0 Max TC CSI: 0.901 Max BC CSI: 0.623 Max Web CSI 0 420 VIEW Ver 17 02 01A.1115.21 H. 0.708 1 o:• SAT O ; Q CID N A L IC 1 0 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 425 /125 /- /- /- 110.6 E 443 /56 /- 11 /0 /1.5 D 305 /156 /- /- /- /15 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 E Min Brg Width Req = - D Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp. B-C 341 -817 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B - F 769 - 308 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. C - F 333 - 831 06/22/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling,shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingSafetyInformation, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarryy r BCSI Unless noted d1herwise,top chord shall have properly attached structural sheathlnp and bottom chord *hall have a properly qqId cellin9 Locations shown for ermanent lateral restraint 6f webs shall have braacingq installed per BCSI s ctlons 83, B7 or B10, Ae. Appyy plates to each face ortruss and position as shown above and on the JoinrDetalls, unless note otherwlse Refer to 60A-Z for standard plate positions. of r I m 1, or for nanaiin snippacceptanceofrol'essior any structure is the respon Pro) notes page and these web sites' TPI pe failure to build the I or cover pa e n. The suitability ALPINE MITWCO-MHY 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330074 9A6/9A7 ,258MB/258TB ,R/01 Truss Label: HJ7A Loading Criteria (psf) TC L L: 20.00 TCDL: 17.00 BCLL: 000 BCDL' 10.00 Des Ld: 47.00 NCBCLL 000 Soffit: 000 Load Duration: 1.25 Spacing: 24.0 " Py 1 SEON: 46244 / T42 /HIP_ Cust: R R8975 JRef: 1 Wc189750047 Oly. 4 FROM HMT DrwNo 173.18.1156.03584 KM / WHK 06/22/2018 5'2"3 9110"1 F 5'2"3 47,14 ' 1 D 12 4.24 p 3X6 C N O n V V B Te-a A FF f-- VY Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 22.18 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. 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 "l38" 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) 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- No FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc Udefl U# 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 M H 0. Z08 1 o SAT O ; Q o CoyQ' 0 AI. V. ,,, 06/22/2018 4 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 423 /181 /- /- /- /4.9 E 439 1101 /- /- /- /1.5 D 312 I209 /- /- /- 115 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 E Min Brg Width Req = - D Min Brg Width Req = - Bearing B is a rigid surface. 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 Comp B - F 688 - 398 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C - F 437 - 755 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 shI pin installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) fbP saPty ractices prior to performing these functions. Installers shall provide temposrrYy bracing per BCSI Unless noted oyherwise,top chord shall have properly attached structural sheathing and bottom Chord shall have a propeilyattachnApldceilinLocationsshownforpermanentIatQralrestraintbfwebsshallhavbratininstalledperBC51sectionsB3, B7 or 810, as pp icable. Applgy plates to each face of truss and position as shown above and on t e Joinl9Detalls, unless noted otherwise. Defer to ALPINEdrawings160A-Z for standard plate positions A ping, a division of ITW Buildl1nccttCompon ants Group InC shall not be responsible for any deviation from this drawin any failure to build the µ,,,am,,,µ,. truss in con'ormance with ANSI/TPI 1, or or handling, shipping, installatidn and bracing of,trussesA seal on this drNinq or cover page , , 2400 Lake Orange Dr. listing this drawing indicates acceptance of proTessionaf en ineering responsibilitty solely for the desi n shown. The suitability 9anduseofthisdrawing, for any structure is the responsibility of the building DesigrSer per ANSI/TPI 1 W.2. Suite 150 For more information see thisjob's general notes page and these web sites ALPINE www.al ineitw com, TPI. ww .t inst.or , SBCA www sbandust tom; ICC. wwwAccsafe.org Orlando FL, 32837 Job Number: N330074 9A6/9A7 ,258MB/258TB ,R/01 Truss Label: HJ74 3 15 Loading Criteria (psf) TCLL: 20.00 TCDL: 17.00 BCLL' 000 BCDL: 1000 Des Ld 47 00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing 24 0 " f — TY Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category' II EXP: C Mean Height' 15.00 ft TCDL 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a. 3 00 It Loc. from endwall: 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 " 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. Ply: 1 SEQN: 46245 / T31 / HIP_ Cust: R R8975 JRef. 1 Wcl89750047 Qty' 1 FROM' RDG DrwNo. 173.18 1156.03459 KM / WHK 06/22/2018 53" 7 I 9110,11 5'3" 7 r 4'6"10 5'1"11 5'1"11 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 No FT/RT:20(0)/10(0) Plate Type(s): WAVE, 18SS 4'1"8 9'3" 3 Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0.038 G 999 360 VERT(TL)' 0.142 G 999 240 HORZ(LL): 0 009 F - HORZ(TL): 0.020 F Creep Factor 2 0 Max TC CSI: 0.786 Max BC CSI: 0 673 Max Web CSI: 0.579 VIEW Ver: 17 02.01A.1115.21 0. Z08 1 = SAT 0 • COAa<ONAL E_.• 06/22/2018 N T N N T 9'10"1 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W H 415 /128 /- /- /- /10.6 E 427 /64 /- /0 /- /15 D 305 /151 /- /- /- /1.5 Wind reactions based on MWFRS H Min Brg Width Reg = 1 5 E Min Brg Width Req = - D Min Brg Width Reg = - Bearing H is a rigid surface. Bearing H requires a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp. B - C 375 - 1283 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp Chords Tens. Comp. B - G 1237 - 360 G - F 1225 - 367 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. C - F 382 -1275 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingq shipping, in%ailingand bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an SBCA) fb safely practices prior to performing these functions Installers shall provide temporary bracin per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attach d rigid ceiling Locations shown for permanent IatQral restraint of webs shall have bracin inslelled per BCSI sections B3, B7 or 810, as app ICa e. ApppTy plates to each face of truss and position as shown above and on the Join(9Details, unless noted otherwise Defer to ALPINEdrawings160A-Z fbr standard plate positions Alpine, a division of ITW Buildl1nQ CCompon nts Grpup InC shall not be responsible for any deviation from this dr;3win any failure to build the µwm ,n trTs's in cgnfbrmance with ANSIffP1 1, or or handlirfcL shipping, installation and bracing 9f trussesA seal on this dr%wing or cover page, , 2400 Lake Orange Drlistingthisdrawing, indicates acceptance of progessionalq en ineering responsibilitcyv solely for the de n shown. The su! gabillty Suite 150anduseofthisaawingforanystructureistheresponsibilitoftheBuildingDesigrSerperANSI/TPI PAR For more information see thisjob's general notes page and these web sites: ALPINE: www.al ineitw.com, TPI, www t inst or . Sack www sbondust .com: ICC: www.iccsafe.org Orlando FL, 32837 Job Number: N330074 9A6/9A7 ,258MB/258TB ,R/O1 Truss Label: HJ7S T Iret 3X4(B1) Loading Criteria (psf) Wind Criteria TCLL. 20.00 Wind Std ASCE 7-10 TCDL: 1700 Speed. 150 mph BCLL: 0.00 Enclosure: Closed BCDL 10.00 Risk Category. II EXP: C Des Ld. 47.00 Mean Height: 22.43 ft NCBCLL: 0.00 TCDL: 4.2 psf Soffit. 0.00 BCDL. 5 0 psf Load Duration: 1.25 MWFRS Parallel Dist. 0 to h/2 Spacing 24 0 " C&C Dist a: 3.00 ft Loc. from endwall NA GCpi' 0.18 Wind Duration: 1.60 Lumber Value Set. 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set " 138" uses design values approved 1/30/2013 by ALSC Loading Hipjack supports 6-11-8 setback jacks with no webs Wind Wind loads and reactions based on MWFRS Additional Notes Provide (3) 0.131"x3.0", min toe -nails at top chord Provide (3) 0.131"x3.0", min toe -nails at bottom chord. Ply 1 SEQN. 46246 / T50 / HIP_ Cust R R8975 JRef: 1 Wc189750047 Qly: 1 FROM HMT DrwNo: 173 18 1156.03209 KM / WHK 06/22/2018 5'2"3 9110,11 5'2" 3 47' 14 9'51,10 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 Udefl U# 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 o. 708 1 = o t S A17 0 1 F COA a' TONAL 06/22/2018 C 1 "1 Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W A 382 I160 /- /- /- /4.9 D 443 /105 /- /- /- /1.5 C 311 /211 /- /- /- /15 Wind reactions based on MWFRS A Min Brg Width Req = 1 5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. A - 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 Trusses require extreme care in fabricatin , handling shipping, installingand bracing Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI an SBCA) (br safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSt. Unless noted otherwise,top chord shall have properlyY attached structural sheathing and bottom Chord shall have a propperly attachedrigqidceilingLocationsshownforDermanentlateralrestraint0fwebsshallhavebraacingqinstalledperSCIsectionsP3, B7 or B10, asapplicable. Apply plates to each face of truss and position as shown above and on the JoinrDetails, unless noted otherwise Refer to ALPINE drawings160A-Z for standard plate positions. Alpine, a division of ITW Build l'ngComponQnts Group InC shall not be responsible for any deviation from this drpwin any failure to build the µ,,,1C01,,,,,,,,. truss in conformance with ANSIII PI 1, or for handlirl4 shipping, Installation and bracing of,trussesA seal on this dr winq or cover pagge , , 2400 Lake Orange Dr. listingthisdrawinindicatesacceptanceofprolessionafenineeringresponsibilitty solely for the des i n shown. The suiTability anduseofthis awing for any structure is the responsibility of the Building Desigrier per ANSI/TPI 1 Ac.2. Suite 150 For more information see thisjob's general notes page and these web sites ALPINE: www.al meow com. TPI: www t inst or ; SBCA: www.sbundust com; ICC: www.iccsafe org Orlando FL, 32837 Job Number: N330074 Pry• 1 SEOM 34330 / T16 / HIP_ Cust. RR8975 JRef: 1Wcl89750047 9A6/9A7 ,258MB/258TB ,R/01 Qty. 2 FROM: PFH DrwNo: 173.18.1156.08451 Truss Label: HJ1 - _ - KD / DF 06/22/2018 Loading Criteria (psi) TCLL: 20.00 TCDL: 17.00 BCLL: 0.00 BCDL: 1000 Des Ld: 47 00 NCBCLL' 1000 Soffit: 0.00 Load Duration 1 25 Spacing' 24 0 " 12 4.24 F::— B 918116 4"3 I ~ 91411At A D 2X4(A1) rr le 11511 109 1099 Wind Criteria Wind Sid: 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 "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0.131"x3.0", min. toe -nails at top chord Provide (2) 0.131"x3.0", min toe -nails at bottom chord. Snow Criteria (Pg,Pf in PSF) Fig: 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:20(0)/10(0) Plate Type(s). WAVE Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): NA VERT(TL). NA HORZ(LL). -0.000 D HORZ(TL): 0.000 D Creep Factor: 2.0 Max TC CSI 0 338 Max BC CSI: 0.043 Max Web CSI 0 000 VIEW Ver 17.02.02A.1213.21 06/22/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 150 / 138 1274 / - 132 / 7.0 D -13 /30 /26 /- /- /1.5 C -31 /80 /52 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Reg = 1.5 D Min Brg Width Reg = - C Min Brg Width Reg = - Bearing B is a rigid surface. 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, handlingg shipping installing.and bracing.Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI an r7 SBCA) far safely practices prior to performing these functions. Installers shall provide temporary bracin per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom Chord shall have a proper yattachdnmiedceilinLocationsshownforermanentlateralrestraintofwebsshallhavebrcininstalledprBCSIs8ctionsB3, B7 or 810asappicafsle. Applgy plates to each face ofptruss and position as shown above and on the oin[ Details, un ess notetl otherwise. Refer to ALPINEdrawings160A-Z for standard plate positions Alpine, a division of ITW Build1'ncct CComponenis Group InC shall not be respponsible for any deviation from this dr winq anv failure to build the n, S. In conformance with ANSIrfPI 1, or for handling shipping, installailon and bracing of,trussesA seal on this dr8wirfq or cover page. . 2400 Lake Orange Dr. listing this drawing indicates acceptance of proTesslonar en ineerinq responsibility solely for the desi n shown. The suiCabllrty Suite 150anduseofthisyawingforanystructureistheresponsibilitoftheBuildingDesignerperANSI/TPI 1 Sec.2. For more information see this ob's eneml notes a e and Ihese web sues: ALPINE: www al ineihv com TPI www t inst or . SBCA www.sbcindus .com: ICC: www.iccsafe.ora Orlando FL, 32837 Job Number: N330074 9A6/9A7 ,258MB/258TB ,R/01 Truss Label: HJ1A Loading Criteria (psf) TCLL' 20.00 TCDL: 1700 BCLL 000 BCOL. 10.00 Des Ld 47.00 NCBCLL: 10.00 Soffit 0.00 Load Duration: 1.25 Spacing, 24.0 " T 6"6 12 4.24 F 4X4(B1) jo 1 rCri J 10"9 10"9 Wind Criteria Wind Std: ASCE 7-10 Speed 150 mph Enclosure: Closed Risk Category II EXP: C Mean Height: 20.60 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 SIR #2 N Bot chord 2x4 SP #2 N Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design Additional Notes Provide (2) 0.131"x3.0", min toe -nails at top chord Provide (2) 0 131"x3.0", min toe -nails at bottom chord. Snow Criteria (P9,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:20(0)/10(0) Plate Type(s): WAVE Ply. 1 SEON: 46248 / T32 / HIP_ Cust: RR8975 JRef 1 Wc189750047 Oly. 2 FROM- PFH DrwNo. 173 18 1156.08293 KD / DF 06/22/2018 L 20'8"8 N O ~ Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL) NA VERT(TL) NA HORZ(LL): 0.001 C HORZ(TL): 0 001 C Creep Factor: 2.0 Max TC CSI: 0 362 Max BC CSI: 0.046 Max Web CSI 0.000 VIEW Ver: 17.02.02A.1213.21 a SAT 10 • con WINNAL 06/22/2018 20'1"14 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 141 / 153 / 228 / - / 38 / 4.9 D 6 /10 /19 /- /- /1.5 C -31 /70 /55 /- /- /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 DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingp, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an r7 SBCA) fbr safety practices prior to performing these functions. Installers shall provide temporary bracin per BCSI. Unless noted otherwise,top chord shall have proper)y attached structural sheathing and bottom Chord shall have a properly attached rqid ceilingq Locations shown for permanent latq(al restraint bf webs shall have br00cin99 installed per BCSI sections $3, B7 or B10, as epplica e. Apg y plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINEdrawings160A-Z fpr standard plate positions. Alpine, a division of ITW Buil,yhc ComponQnts Group InC shall not be responsible for any deviation from this drawin any failure to build the ,,r, Wss in conformance with ANSI/TPI 1, or for handlin4, shipping, installatidn and bracing of trussesA eal on this dr wing or over pa a 2400 Lake Orange Drlistingthisdrawing, indicates acceptance of pro) essionar en ineering responsibility solely for the des i n shown. She suicab!lity Suite Lak and use of this awing for any structure is the responsibiliq of the Building Designer per ANSUTPI 1 Ac.2.150 For more information see this job's general notes page and these web sites ALPINE www.el ineitw.com; TPI: w .t inst or , SBCA www sbcindustry.com. ICC www iccsafe org 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, Partially Enclosed, Exposure C, Kzt = 1.00 Ors 140 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Ors 120 moh Wind Sneed. 15, Mpan Holnht_ Pnrtlnlly Fnrincod Fvnnc„ro n ie,+ = inn S 2x4 Brace Gable Vertical Spacing Species Grade No Braces 1) lx4 'L' Brace 1) 2x4 'L' Brace 2) 2x4 'L' Brace 1) 2x6 'L' Brace at 2) 2x6 'L' Brace Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B U SrPr H FII 1 / #2 3' 10' 6' 7' 6' 10' 7' 9' 8' 1' 9' 3' 9' 7' 12' 2' 12' 8' 14' 0' 14' 0' 3 3' 8' 5' 9' 6' 2' 7' B' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' Stud 3' B' 5' 9' 6' V 7' 8' 7' 1V 9' 1' 9' 6' 12' 0' 12, 6' 14' 0' 14' 0' Standard 3' 8' 4' 11' 5' 3' 6' 7' 7' V 8' 11' 9' 6' 10' 4' il' 1' 14' 0' 14' 0' J d U S P D F L 1 4' 0' 6' 8' 6' 11' 7' 10' 8' 2' 9' 4' 9' 8' 12' 4' 1 12' 9' 14' 0' 14' 0' 2 3' 10' 6' 7' 6' 10' 7' 9' 8' 1' 9' 3' 9' 7' 12' 2' 12' 8' 14' 0' 14' 0' 3 3' 9' 5' 3' 5' 7' 6' ill 7' 5' 9' 2' 9' 7' 10, 11' 11' 8' 14' 0' 14' 0' Stud 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' 10, 11' 11' 8' 14' 0' 14' 0' Standard 3' 6' 4' 7' 4' It' 6' 2' 6' 7' 8' 4' e' 11' 9' B. 10' 4' 13' V 14' 0' U U S P F u F I / #2 4' 5' 7' 6' 7' 9' 8' 10' 9' 3' 10' 7' 11' 0' 13' 11' 14' 0' 14' 0' 14' 0' 3 4' 2' 7' V 7' 9' 8' 9' 9' 0' 5' 10, 10, 13' 9' 14' 0' 14' 0' 14' 0' Stud 4' 2' 7' V 7' 6' 8' 9' 9' 1' 10' 5' 10, 10, 13' 9' 14' 0' 14, 0' 14' 0' Q1 O f l Standard 42' 6' 1' 6' 5' 8' 1' 8' 8' 10' 5' 10, 10, 12' S' 13' 7' 14' 0' 14' 0' S P D F L 1 4' 7' 7' 7' 7' 11' 9' 0' 9' 4' 10, 8' Ill 1' 14' 0' 14' 0' 14' 0' 14' 0' 2 4' 5' 7' 6' 7' 9' 8' 10' 9' 3' 10' 7' 11' 0' 13' 11' 14' 0' 14' 3 4' 4' 6' 5' 6' 10' 8' 6' 9' V 10' 6' 10, Ill 13' 4' 14' 0' 14' 0' 14' 0' Stud 4' 4' 6' 5' 6' 10' 8' 6' 6' 10' 11' 13' 4' 14' 0' 14' 0' 14' 0' Standard 4' 2' 5' B. 6' 0' 7' 6' 2' l0' 10, 11' 10, 12' 7' 14' 0' 14' 0' Q U O SPF LJF fl1 / # 2 4' 10' 8' 3' 8' 7' 9' 9' 7' 12' V 14' 0' 14' 0' 14' 0' 14' 0' 3 4' 7' 8' 2' 8' 5' 9'8' W2'10' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' 7' 8' 2' 8' 5' 9' 8' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Stnndnrd 4' 7' 7' 0' 7' 5' 9' 4' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' X d C SP D F L 1 5' V 8' 5' 8' 8' 9' ll'' 9' 12' 3' 14' 0' 14' 0' 14' 0' 14' 0' 2 4' 10' 8' 3' 8' 7' 9' 9' 10' 2' 11' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' 3 1 4' 9' 7' 4' 7' 10' 9' 8' 10' l' 11' 7' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Stud 1 4' 9' 7' 4' 7' 10' 9' 8' 10' V 11' 7' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 7' 6' 6' 6' 11' 8' 8' 9' 3' 11' 6' 12' 0' 13' 7' 14' 0' 14' 0' 14' 0' About L able Truss Diagonal brace optlonn vertical length may be doubled when diagonal n braceIsused. Conect diagonal brace for 600Y rff ateachend. Max web Brace total length Is 14'. K )K 2x6 DF-L N2 or better diagonal r t Vertical length shown braces single 8, In above. or double cut 45 as shown) at L 1 upper end. Connect diagonal at ' ' ' ' ' w7 midpoint of vertical web. Refer to chart .b VARNMM. READ Alm FO.LOV ALL N0TrS ON THE DRAVD(O MK Wr Rh®1 THIS DRAVIM ro ALL C WTRACT07S DIf1UDDIG THE INSTAIJ FTrusses requi sextren. care In fabricating, handing, •tipns ping, ItalMandgbracbro R.FW to fallow the (\test edition of 3CSt (biadhg component Safety Informoaon. by TPI and SbCAI practices prior to perf. A these functions. Installers slot[ provide temporary trod[6rqip liiess noted otherwise, top lard shall have property attached structrsl sheathiry and 1A shell her. a property attached rgld celhY. L«aaons sho.n for permanent [.feral r.s or TnIII II shxu hoc. tracing Installed per SI s.ctlorn 33, 37 or Ito, as appikobte. Apply plates to ICJ D I I--+ of truss and pasftlon ns sho.n above, and on the Joint Detals, unless noted otherwise. Ir Ref.rtodrowCZr1La -z Far standard plate positions. y A4,1me, . division of ITV herding CorW--ts Grouq Inc shall not be responsr(. for any devla AN ITWCOMiANY this drawing, any f.Nure to bad the truss In conformance, with ANSI/TPI L or for hanming, st" Install.tNn L bracbng or trtases. A s.al on this MwYnp or cover page Dsting this drswhg, Indicates acceptance of professional 11137231 FWerpod\ Dmre ernpYrerYp r.spuis>bltty sdely for the d.sign slash The a/taEiNy and use of this drawYp Sudel 200 for' arty strnrbre 1. the responsrillty of tic building Desfpner per ANS1/IPI I Sect. 1\ Maryland\ Heights.\ MO%63043 For none lmf—.tb, see tNs Job's ger t note. p.ge and these web site. ALPIM www..lpiMte— m TPI. www.tpinstorgl SlICA, www.sb6Wustr orgi ICO .wwl:csaf—i; Bracing Group Species and Grades, Group Al S ruse -Pine - Fir Hen -Fir M1 / 02 [Stand* Y2 Stu Y3 Stud 1 N3 1 Standad rd Dou las Fir - Larch Southern Pine N3 N3 Stud Stud Stnndnrd Standord Group Bi Hen - Fir NI L Btr N1 Dou las Flr- Larch Southern Pines N11 NI N21 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 may be used with these grades. Gable Truss Detall Notes, Vlnd 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 (0.128'0.0' min) nails. B( For (1) ' L' brace- space nails at 2' o.c. In IS' end zones and 4' o.c. between zones. KWor (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 yt 1 111 11 l ' -less Tt Vertical Lenth No S lice Less than 4' 0' 2x3 Greater than 4' 0', but than 11' 6' f 3x4 Greater than 11' 6' 4x4 I+ Refer to common truss design for 11 peak, splice, andheelplates. h • r Refer to the Building Designer for conditions e nx gab ve t e 1 th. not addressed by this deta0. 0.708 1 REF ASCE7-10-GAB16015 DATE 10/01/ 14 g O ' DRWG A16015ENC101014 S AT ; Q e•... ...•e••e ! MAX. TOT. LD, 60 PSF s oNAL o E f'fIMbtheMAX. SPACING 24.0' Gable Stud Reinforcement Detail ASCE 7-10: 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Orr 140 MPH Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Orr 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Oro 120 mnh Wind Snppd. an' Moen 14pinh+ par+Ielty Cnrinap i r....-„re n r.+ - inn S 2x4 Brace Gable Vertical Spacing Species Grade No Braces 1) Ix4 'L' Brace ow 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 i) U S P F IJ 1 / #2 3' 8' 6' 3' 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' 11' 7' 12' 0' 13' 9' 14' 0' 3 3' 6' 5' 5' 5' 9' 7' 2' 7' 7' 8' 8' 9' 1' 11' 3' il' 11' 13' 7' 14' 0' Stud 3' 6' S' 4' S' 8' 7' 2' 7' 7' 8' 8' 9' 1' Il' 2' I1' 11' 13' 7' 14' 0' Qj J O f l 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' 8' 11' 9' B. IO' 4' 13' 1' 14' 0' S P3'8'6'1'6' 3' 10' 6' 4' 6' 7' 7' 6' 7' 9' 8' I1' 9' 3' 1l' 9' 12' 2' 13' 11' 14' 0' 6' 7' 5' 7' 8'8'9'9' 2' 11' 7' 12' 0' 13' 9' 14' 0' d u rI3' D f L3' W#2 7' 4' 10' 5' 2' 6' 5' 6' I1' 8' 9' 9'1'10, 1' 10, 10, 13' 8' 14' 0' 7' 4' 10' 5' 2' 6' 5' 6' 11' 8'9'9'1'10, 1' 10'10' 13'8' 14' 0' 3' 3' 4' 3' 4' 7 S' 8' 6' 1' 7' 9' 8' 3' 8' 11' 9' 7' 12' 2' 13' 0' U i) U O SC4' Pf u1 2' 7' 2' 7' 5' 8' 5' e' 9' 10, 1' 10' 6' 13' 3' 13' 9' 14' 0' 14' 0' 3 4' 0' 6' 7 7' 5' 8' 4' B' 8' 9' 11' 10' 4' 13' V 13' 7' 14' 0' 14' 0' Stud 4' 0' 6' 7' 7' 0' 8' 4' 8' 8' 9' 11' 10' 4' 13' V 13' 7' 14' 0' 14' 0' Standard 4' 0' 5' 8' 6' 0' 7' 6' B' 0' 9' 11' 10' 4' ill 10, 12, 8' 14' 0' 14' 0' Q1 S P D P L 1 4' 5' 7' 3' 7' 6' 8' 7' 8' 11' 10, 2' 10' 7' 13' 5' 13' 11' 14' 0' 14' 0' 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' 8' 5' 10' 0' 10' 5' 12' 5' 13' 3' 14' 0' 14' 0' Stud 4' V 5' 11' 6' 4' 7' 11' 1 8' 5' l0' 0' 10' 5' 12' 5' 13' 3' 14' 0' 14' 0' Standard 4' 0' 5' 3' 5' 7' 7' 0' 7' 6' 9' 5' 10' 2' 11' 0' ill 9' 14' 0' 14' 0' d X d U O 1 rSPr LJ P1 I / #2 4' 8' 7' It- 8' 2' 9' 4' 9' 8' 10' 1' 11' 6' 14' 0' 14' 0' l4' 0' 14' 0' 3 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' 10, it, 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' 10' 11' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' S' 6' 6' 6' Il' B' 8' 9' 3' 10' 11' 11' S' 13' 7' 14' 0' 14' 0' 14' 0' S P D P L 1 4' 10' 8' 0' 8' 3' 9' 5' 9' 9' 11' 2' 11' 8' 14' 0' 14' 0' 14' 0' 14' 0' 2 4' 8' 7' I1' 8' 2' 9' 4' 9' 8' 1l' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' 3 4' 6' 6' 10' 7' 3' 9' l' 9' 7' ill 0' 11' 6' 14' 0' 14' 0' l4' 0' 14' 0' Stud 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' ll' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' S' 6' 1' 6' S' 8' 1' 8' 7' 10' 11' 11' S' 12' 8' 13' 7' l4' 0' 14' 0' Bracing Group Species and Gradesi Group AI S ruce-Pine-Fir Hen -Fir N1 / 02 Standard N2 Stud N3 Stud 03 Standard 11 Dou las Flr-Larch Southern Pine e N3 N3 Stud Stud Standard Stondnrd Group B, Hen -Fir M1 L Btr NI Dou ins Fir -Larch Southern Pine MI NI N2 71 lx4 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 arades. Gable Truss Detail Notes, Wind Load deflection criterion Is L/240. Provide uplift connections for l35 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. A Yt lE Attach 'L' braces with 10d (0.128'x3.0' nIn) nails. able Truss )N For (1) 'L' bracer space nails at 2' o.c. In 18' end zones and 4' o.c. between zones. Diagonal brace optlarn )#B6or (2) 'L' braces, space nails at 3' o.c. vertical length any be In 18' end zones and 6' o.c. between zones. doubled when diagonal 18' X 'L' bracing rust be a minimum of 80'/, of web brace Is used. Connect member length. diagonal brace for 69ON •L• at each end. Max web Brace Gable Vertical Plate Sizes total length Is 14'. )K3N i Vertical Len tin No Splice 2x6 DF-L N2 or I Less than 4' 0' 2X4 better diagonal I +I Greater than 4' 0', but Vertical length shown bracel single 8, Iliill T(flt less than 12' 0' 4X4 N table above. 45' orsdshown) of L 1 /pyA' . Refer to common truss design for upper end. R• peak, splice, and heel plates. in g-. • ' Connect diagonalat wa •• • Refer to the Building Designer for conditions midpoint of vertical web. Refer to chart A0 4ror x able ver IC en#h. ,rot addressed by this detail. VARlmm READ NO FRL3w ALL IaTES ON THIS DRAVD0 a O 70 REF ASCE7-10-GAB16030wDFMTAMToFURISHTTIISDRAVMTDALLMntACTDRSDICLMMTIE =TA URSs • Trusses regJv •xtrame care in fabricating, handling, shipping, instdaing drool bradrp Roof to .4 w folios th. latest •d)tion of NCSI (Tinti dingcomponentSafetyInfordon, by TPI and SNCA) f s t)• to DATE 10/01/14 practle z prior to perfarrirg these functions. Irnstatters shall provid. tenpororyy bndnp L • llrsess % t.d etherettf, top dad dell have properly attached str ctural sheatrWq drd boo chot f ah. 11 Irv. a property attar dd;g, u c"Irig. Lotbro atn.m fornarr) perntlater. —trap f wersN DRWG A16030ENC101014 O cull hay. - .bV Itatall.d par I sections 13, 87 or 310, as appLI eblf. Apply plates to of truss and pesrd— ds sn howabove and — the Joint D•taRsdss ro , uet.d oth.r.W. i • t- Lr War to drawings IWA- Z for stdr,dnrd plate pesitla— • • (V Alpine. a division of ITV Tiring Corponrnts Graq Inc shall net b. responsible far day drool.' •• ` t • `/ ANRWCDMAANY tthho 6Y rett •th• truss h oonfarr * with ANSI/TPI L ar for IrMYq •a••....'•:•'aw ` A .e.i m tI .,awing — aow.r page Uw0 slew drawing, wntn a pe..,dw or p.afess+ori SS N \}. MAX, TOT. LD. 60 PSF l\13723%Rnerponl Drive er,ywrwp _.pvttmllty solely far the design shown Tr sUtahslty •r use of tits draae,p y 1 t l Srdtel 200 iar ary st.trcbre !s the responstillty of the Tidrp Desiprr per ANSI/IPI 1 Sw.Z 4*q /OIN AL 1 t l l Marytardl Heights.% Moo 63043 For pore hfon,ation we this Job's g. 1. notes page and these .b setes+ i IN1 ALPM w.w.atphHt..con, TPD .ww.tph.torg) SDCIv .w.sbdnd, tr —gi 1Cc .ewlcnafearg MAX. SPACING 24.0' Gable Stud Reinforcement Detail ASCE 7-101 180 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or, 160 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or, 160 mph Vlnd Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Or, 140 mph Vlnd Speed, 15' Mean Height, Partially Enclosed, Exposure D Kzt = 1.00 S 2x4 Brace Goble 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 no Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B 4 J d O 0j rSPr flH F 1 / #2 3' 6' 6' 0' 6' 3' 7' 1' 7' 4' 8' 5' 8' 9' 111 1' 11' 7' 13' 3' 13, 9' N3 3' 4' 5' V 5' 5' 6' 9' 7' 3' 8' 4' 8' 8' 10, 7' Il' 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' V 13' 7' Standard 3' 4' 4' 4' 4' 7' 5' 9' 6' 2' 1 7' 10' 8' 5' 1 9' 1' 9' 8' 12' 4' 13' 2' S P D F L 1 3' 8' 6' 1' 6' 4' 7' 2' 7' 5' 8' 6' 8' 10' 11' 3' 11' e' 13' 4' 13' 11' 2 3' 6' 5' 9' 6' 2' 7' V 7' 4' 8' 5' 8' 9' 11, 1' 11' 7' 13' 3' 13' 9' 3 3' 5' 4' 7' 4' 10' 6' V 6' 6' 8' 2' 8' 9' 9' 6' 10' 2' 12' 11' 13' 8' Stud 3' 5' 4' 7' 4' 10' 6' V 6' 6' 8. 2' 8' 9' 9' 6' 10, 2' 12' 11' 13' 8' Standard 3' 1' 4' 0' 4' 3' 5' 4' 5' 9' 7' 3' 7' 9' 8' S' 9' 0' 11' 5' 12' 3' U QJ U O S P F LJf F 1 / #2 4' 0' 6' l0' 7' 2' 8' 1' 8' 5' 9' e' 10, 1' 12, 9' 13' 3' 14' 0' 14' 0' 3 3' 10' 6' 2' 7' 2' 8' 0' 8' 4' 9' 7' 9' Il' 12' 7' 13' V 14' 0' j 14' 0' Stud 3' 10' 6' 2' 6' 7' 8' 0' 8' 4' 9' 7' 9' ll' 12' 7' l3' l' 14' 0' 14, 0' Standard 3' 10' 5' 4' 5' 8' 7' 1' 7' 7' 9' 7' 9' 11' 11' I' ll' 11' 14' 0' 14' 0' S P D F L 1 4' 3' 7' 0' 7' 3' 8' 3' 8' 6' 9' 9' 10' 2' 12, il' 13' 5' 14' 0' 14' 0' 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' ill 5' 7' 5' 11' 7' 5' 7' 11' 9' 7' 10' 0' 11, 8' 12' 6' 14' 0' 14' 0' Standard 3' 9' 4' 11' 5' 3' 6' 7' 7' 0' 8' 11' 9' 6' 10' 4' 11' 1' 14' 0' 14' 0' 1 / #2 4' 5' 7' 7' 7' 10' 8' ll' 9' 3' 9' e' 11' V 14' 0' 14' 0' 14' 0' 14' 0' d X d U O S P F u FHl 3 4' 3' 7' 2' 7' 7' 8' 10' 9' 2' 10' 6' 10' 11' 13' 10' 14' 0' 14' 0' 14' 0' Stud 4' 3' 7' V7' 7' 8' 10' 9' 2' 10' 6' 10' 11' 13' 10' 14' 0' 14' 0' 14' 0' 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 D F L 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, 8' 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' Stud F 4' 6' 5' 6' 10' 8' 7' 1 9' 12' 1 10' 7' 11' 0' 13' 5' 14' 0' 1 14' 0' 14' 0' Standard 4' 3' 5' 8' 6' V 7' 7' 1 8' 1' 1 10, 3' 10, 11' 11' ill 12' 9' 1 14' 0' 14' 0' Bracing Group Species and Grades, Group As S ruce-Pine-Fir Hen -Fir NI / N2 Standard 02 1 Stud 03 Stud N3 Standard Doll ins Fir -Larch Southern Pine N3 N3 Stud Stud Standard Standard Group B, Hen -Fir NI L Btr NI Doll Ins Fir -Larch Southern Pine Ml M1 N2 N2 Ix4 Braces shall be SRB (Stress-Roted Board). For Ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values my be used with these grades. Gable I russ Detail Notes: Wind Load deflection criterion Is L/240. Provide uplift connections for 100 plf over continuous bearing (5 psF TC Dead Load). Gable end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. About L Attach 'L' braces with 10d (0.128'x3.0' min) nails. able Truss )K For (1) 'L' brace, space nails at 2' c.c. In 18' end zones and 4' o.c. between zones. Diagonal brace optlory )K31f3-or (2) 'L' braces- space nails at 3' o.c. vertical length may be In 18' end zones and 6' c.c. between zones. doubled when diagonal 18' N( 'L' bracing must be a minimum of 80% of web brace Is used. Connect f member length. diagonal brace for 7750 L. L at each end. Max web T Br ce Gable Vertical Plate Sizes total length Is 14', )K)K Vertical Len th No Splice 2x6 DF-L 02 or I Less than 4. 0' 2x3 better diagonal I +I Greater than 4' 0', but 4%4 Vertical length shown18, brace, single 1 IITII lllh less than 10' 0' In table above. or double cut f / 45' ( as shown) . L 1 //j + Refer to cannon truss design for upper end. peak, splice, and heel plates. Connect diagona at •• e ` theRefer to the Building Designer for conditions midpoint of vertical well.. or Refertochart ., Viaxnbvet not addressed by this detaft. e •feDrMTAKT— FM MAVIENG TOAND LOALL"LLtort l% vDe,111M TV°1°,e um„LLoa0O. 708 REF ASCE7-10-GABIB015 Trusses remw extreme car. In febrlcatYp YnMbig, sh is li g, hstalbg and bradnp RwfTa, to & A - follow th. latest edttton of SCSI (Suldhg Component Safety Information, by TPI avid sow V,* w DATE 10/O1/14 practices poor to pwrfurnleV these functions. lnstattwrs shall provide y I! LW..s noteorr d tial", top dxrd shall haveproperlyatdch.d rtructirat I shha`. a M tm 4Vd t 0 shall have a properly nttadrd rV, cNYp. Lowtlons slam far pmarxnt lateral re of .ell a DRWG A18015ENC101014 Q shall havw bracing Installed per N [ sections 23, 37 or 310, as appUc*bW. Apply pates to y SAT O • Q of truss and posltion as shamaboveandonthwJointDeta1z, urdess rated other.lse. i Rwfor to dra.wgs 160A-2 for standard plop posttbn: Alplsr, a divlslom of ITV lk& d hg Corponmts Group Inc shell not b. • ^ • 114IT1MCAAAPYWY this drawbg any failure tobuildthetrussInconformancewithANTI/TPlfaro-hnndiwg ••a 1 t •w CInotattathon L bracing of tr,,... s. •..• e•, ••..• G l , MAX, TOT, LD. 60 PSF 17723\ Wve A swat on then drawing or =— paaw listings Visa drooling. Ydcatas a .istarew of proi.ss7arrl rpon\ Dyne ..gh.ara,g —,q— d" solely far the Ms)gn slaws, The aetatJlep and usr of this 11 Suite\ 200 iar any struct. re Is the respond leAlty of thr Building Designer par AICE/TP[ 1 SecZ A ` tt Marylantl\ Heights,%MO\63043 For rare hformatbn sae thsa Job's genrral notes qpe and th.- web s}tes f/ NPIIE ...wlphNt.canl TPD ...,tphsGorp, SSCu4 ... str .amp, Ica ...lccs.f..org 1011110011MAX. SPACING 24.0' CLR Reinforcing Member Substitution T-Reinforcement This detail is to be used when a Continuous Lateral Restraint (CLR) or T-Relnf. Is specified on n truss design but an alternative web L-Reinforcement) or reinforcement method is desired. L-Relnf. Notes: This detail Is only applicable for changing the specified CLR shown on single ply sealed designs to T-reinforcement or L-reinforecement or scab reinforcement. Alternative reinforcement specified In chart below may be conservative. For minimum alternative reinforcement, re -run design with appropriate reinforcement type. Web Member Specified CLR Alternative Relnforecement Size Restraint T- or L- Reinf. 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 2-2x4g0 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6(W T-reinforcement, L-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's sealed design. 010 Center scab on wide face of web. Apply (1) scab to each face of web. Apply to either side of web narrow face. Attach with 10d (0.128'xU%min) nalls at 6' o.c. Reinforcing member Is a minimum 80% of web member length. Scab Reinforcement: Apply scab(s) to wide face of web, No more than (1) scab per face. Attach with 10d (0.128'x3.0',min) nails at 6' o.c. Reinforcing member Is a minimum 807 of web member length. Scab I x I I T-Relnf. L-Relnf. H. v TWr FU tl BR,tVDGM All. P,Tn DICLMIA>VDQDE wsr„L, p, 7,08 1 TC LL PSF REF CLR Subst. Trusses —qLA, ..trene core In f.bNcatYg handling, shipping. Instatthg .rid bracing aef to folto. the t.test edition of SCSI <bidtrg Corperrnt safety Inforwatlon, try TPI and stlrwl F s- practkes prlor to prrforrip these functions. InstaOers shall p-1da tenporary brvdn ESL LWass noted oth tse. top chord shitt his- p'"°^'y attached strvvtn l sh«wrap .r d"'' hove TC DL PSF BC DL PSF DATE 10/01/14 DRWG BRCLBSUB1014shall . properly .ttn]neA rigid ceiling. Lop.tiaro shown far pernorrnt t.teral rose v. or .ebsshalleraposhstauedperBSIsecdoruo..s Appty p.c.. toe SATod an the wd.ssbt.. aF truss .and swop as sheen .bar..ntl .n t,. Details. us..s noted otherwise. Joint W War to dr.eYgs I60A-2 for starndard pat. L BC LL PSF pos,ti— Alpine. W.W. of [TV n6g 0wponernts 6ronf [nc. sbwt not be tb4 For any wMa v C µRW MPAW this ntroeFg, any f.lu e to bJld the tn,ss In canfornonce tth AISI/TPI 4 or For handYg, Ml IL t.U.ti.n L bracing of trusses. sae • e•e ( TOT. LD, PSF A seal an this dr.atno w nsvar page hstrg this a .sbg, brnoates acceptance of professional arras••• V DUR. FAC. 1772J\Rrverport\Drne Suite 200 ng rerrp satety for tine drsip sheen The snitohLlty and nse of this tr..oliz For arty sbr.cere 1. tin r espor'Llty of the building Desfprrr per M6VTPI t S-2- 4SI0 LA 1 A `t vf Y i1 SPACINGMaryland\ Heights.%MO1630•3 For Wore Inf—tion sae this Job's gerneral notes page and these web sttea ALPM eee.stptnelt—on, TPIG eee.tpnst.erg, SLCM..ar .abcIndustryg, IF. w9w. awfir rg IW „1 T Relnfoi Merit Go Tr Gable Detail For Let -in Vertlrnls Gable Truss Plate 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 rroviae connections For uplift specified on the engineered truss design. Attach each 'T' reinforcing member with End Driven Molise lOd Common (0,148'x 3.',min) Nalls at 4' o.c. plus 4) nalls In the top and bottom chords. Toenalled Nailsh 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 hood. ASCE 7-05 Gable Detail Drawings A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 ASCE 7-10 Gable Detail Drawings A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, A11530ENC101014, A12030ENC101014, A14030ENC101014, A16036ENC101014, A18030ENC101014, A20030ENC101014, A20030END101014, A2003OPED101014 S11515ENC100815, S12015ENC100815, S14015ENC10081 5 lllttttttlVfiHNUA 815, 518015ENC100815, 520015ENC100815, S20015ENDIDi- S11530ENC100815, S12030ENC100815, S14030 jj 6 bb518030ENC100815, 520030ENC100815, 5200 e t01p / See appropriate Alpine gable detail for maoyl n6l 11e0 9d v wt1 T' Reinforcement Attachment Detail T' Reinforcing 'T' Reinforcing Member Member Toe- nall - Or - End -nail 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 Exampleh ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Gable Vertical = 24'o.c. SIR 83 T' Reinforcing Member Size = 2x4 T' Brace Increase (From Above) = 307 = 1.30 ll 2x4 'L' Brace Length = 8' 7' Maximum ' T' Reinforced Gable Vertical Length 1. 30 x 8' 7 ' = 11 ' 2 ' T' ReInF. Mbr. Size T' increase 2x4 30 2x6 20 DWORTANT r SM THIS READM faR TD QUBI NG TFE INST : - AND REF LET -IN VERT Trusses redulre extreme care In fabricating, handling, shk*ft, hst*UbV and bracing. ReF Saanwii folloe the latest edition of BCSI Cllddlg Component Safety Wornatlon, by TPI .:% SICA) f safetr. DATE 10/01/14 practices prior to performing these functions. Installers .hall provide temporary _bracing BCSL aai C AT O Unlessnotedotherwise, top chord shall have property attached structural shea"ft and bo o,t 7 fit DRWG GBLLETIN1014 shallhaveaproperlyattachedr'i& celk-o Locations shown for pernanent lateral ras,:Xt F"n: 71fiVs• 111 chnll have bracing Installed per SCSI uctlms 83, 87 or 810, as applicable. Apply plot to b V d of truss and position as shown above and on the Joint Detals, unless rated otherwise. t • Refertodrawings160A-2 for standard plate sttions. • Poea •e•.0 •aw••e P' Alpine, a division of RV Bu/ldYup Components Grow Inc shall not be responsible for any deviation v ANRWaDMMNYOdadewing, any falure to brid the tans In confornance with ANSI/Tpl 1, or for ha lrg, sh yrg. MAX. TOT. LDS 60 PSF InstallationLbracingoftrusses. S 'l yr AsealanthisdrawlingorcoverpageUstingthisdrawing. Ydicates acceptance of professloal ' 4A/f,0" _" DUR. FAC, ANY 137231Rrverporl\ Drive •rhDhh•er'L'hg nRo•h y smA.4y fog the deslpn shown The artablity and use of this drawing fNp lost11 Sude\ 200 fay :; sv.,cdr+ Is the responsb11ty of the Kdoli g DesfPer per ANSI/TYI 1 Sec2. For wore Informatlon see this 'c general notes a and these eb sites oA lg Maryland\ HeigMs,\MO\630+3 ,upD, a Nte.covil TPI, w a page MAX. SPACING 24.0' e1pho.tpinstargl SBCA eeesbcYhdustr orpl ICO evkcsafearg NAIL REINF RCEMENT FOR PLATE DETAIL This detail may be used when the required number of Nails shall be driven through solid steel at a distance no connector teeth In at truss member exceeds the actual closer that 1 Inch to the joint line. Nails May also be driven number of teeth in the given member. Nails May be driven through the tooth slots, but shall be located at the end of through the connector plate(s) in truss members using the the slot farthest from the joint line. nail type specified below to Increase the lateral resistance of the connector plate(s) having a shortage of required Use a maximum of 2 nails per square inch of plate area. effective teeth. Nail Type Duo -Fast CS157 1.5' x 0,105' Smooth Shank Coil Nail Material Connector Plates Substitution SP, DF-L, HF, SPF Alpine 20-gage Wave 1 Nail replaces 2 teeth SG >= 0.42) Alpine 20-gage H 1 Nail replaces 2 teeth Alpine 18-gage S 1 Nail replaces 2 teeth Nail Type 0,131' x 1.5' Box or Gun 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 I Nall replaces 3 teeth Nails shall be driven through connector plate having shortage of required effective teeth, Nails may be driven through connector plate on each face of joint if each plate has a shortage of required effective teeth. Nails shall be fully embedded Into wood areas free of defects. This detail is applicable only on joints where the connector plate has been offset no more than 1/2' from the design position shown on the truss design drawing. This detail is applicable for trusses with lumber oriented vertically (2x-) and trusses with lumber oriented horizontally 3x2 and 4x2), Line NNUIRIIIRpfrh/ Typical Joint Configurations. This tlp lP! d, A • T •AT olnt Configuration, This Detail Is Applicable nly On • Wlhiere •IS . or Plate Has Been Offset No More Than 1/2' From a hiesi n Posi Ion S n Vn The Truss Design Drawing. on nwr7 F THIS MAVINGNOTO ALL CONTRACTORS INCLUDINGINCLUDTHISDnwTHE naTAuExs V REF NAIL REINFORCEMENT Trusses require •strew. core in fabricating, handit. shippYp, installing and =rip Refer o* i fall.. the latest .dltlon of SCSI l)nidhg Caporrnt Safety Infarrrtlon, by TPI and SBGU forfl4y . DATE 10/01/14 prances prior to perfrKq these fu ncto ns. Installers shalt provide to porary bracing per St. Wiese noted otherwise, top chard shall hay. property attached structwt sheathing tad bot • shalt hove a properly attached Hod celhp Allocations shown for perrorcnt lateral restraint ww l S AT 0 DRWG REPPLTNLI014 O shall have bracing installed per I sections 13, 17 or BIO, as appllcaile. Apply plates to .ac -.p us oftrsand ppoo.1. os show ab-. aM an the Joint D.tals, unless noted oW ther., • (! d ORefertodrawingsIfiOA-2 for standard plate positions. •• / 1 , ti Alpine. a dMslon of ITV Budding Com—ents Croup Inc shall not be responstMan e for ydevlstlon ••` 1 •• AN rTWdOMPMNY this drawing, any fadnre to build the truss In conformance with ANSI/TPI 1, or far Irrdting, Mpphg. •••...,. ••• C_ installation t brdcbV of truss.s. J A seal antrisdrawiportowerpap. Usti ng this drawing. Ind-tes acceptance of professional /1t E\' 13723%Rrverpon%Dmr. •nBhr•rip sa1My far the dsatan shown The Ntalflty and use of this drawing 9 'Y Sute%200 for any str ctv e b J. responstllq of the kip Design per Am/TPI 1 S.c2. /f/ nI I% Maryland) Heights.% M01 63043 For nor. Information see tins Job's genrral notes pag. and these cob slum ALPD E, wwsalplrrlt— i TPI, ..w.tplmst.org, SOCA, .ww.saaMurtr .orgr ICD wwalccs.fe.org /2018 Gable Stud Reinforcement Detail for Stucco Cladding ASCE 7-101 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or, 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Orr 140 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Or, 1?D mnh Wind sri—A IS' No— Flolnh+ Pnr+lolly •nrtncn,i C.,,.-, n vim+ - h nn S 2x4 Brace Gable Vertical Spacing Species Grade No Braces 1) lx4 'L' Brace 1) 2x4 'L' Brace 2) 2x4 'L' Brace 1) 2x6 'L' Brace 2) 2x6 'L' Brace no Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B i ' rij J O CU S P P H P 1 / #2 3' 4' 5' 9' 5' 11' 6' 9' 7' 0' e' 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' Stud 3' 2' 5' 8' 5' 10' 6' 8' 6' 11' 8' 0' 8' 4' 10' 6' 10' 11' 12' 6' 13' 0' Standard 1 3' 2' 4' 11' 5' 3' 6' 7' 6' 11' 8' 0' 8' 4' 10' 4' 10' 11' 12' 6' 13 0' S P D P L 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' 1 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' 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 Q1 Qj U I S P P H P 1 / #2 3' 10' 6' 7' 6' 10' 7' 9' 8' 1' 9' 3' 9' 7' 12' 2' 12' 8' 14' 0' 14' 0' 3 1 3' 8' 6' 6' 6' 10' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' Stud 3' 8' 6' 6' 6' 8' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' Standard 1 3' 8' 6' 1' 6' 5' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' S P D F L 1 2 3 stud Standard d LD X U S P P H F 1 / #2 3' 7' 6' 8' 6' 8' 0' 7' 3' 0' 4' 0' 3 7' 8. 5' 8' 0 r 0' Stud 4' 0' 7' 1' 7' 5' 8' 5' 8' 9' 10' 0' 10' 5' 13' 13' 14' 0' 14' 0' Standard 4' 0' 7' 0' 7' 5' 8' 5' 8' 9' 10' 0' 10' 5' 13' ' 13' ' 14' 0' 14' 0' 1 4' 5' 7' 4' 7' 7' 8' 8' 9' 0' 10' 3' 10' 8' 13' 6' 14' 0' 14' 0' 14' 0' d Zt S P 2 4' 3' 7' 3' 7' 6' 8' 6' 8' 10' 10' ' 10' 7' 13' 5' 13' 11' 14' 0' 14' 0' D P L 3 4' ' 7' 2' 7' 5' 8' 6' 8' 10-1 10' 1' 10' 6' 13' 4' 13' 10' 14' 0' 14' 0' Stud 4' 2' 7' 2' 7' S' 8' 6' B' 10' 10' 1' 10' 6' 13 4' 13' 10' 14' 0' 14' 0' Standard 4' 0' 6' 6' 6' 11' 8' 5' 8' 9' 10' 0' 10' 5' 13' 2' 13' 9' 14' 0' 14' 0' Ay_ L able Truss Diagonal brace option, vertical length may be T doubled when diagonal lg• brace Is used. Connect I diagonal brace for 6001 'L• L at each end Max web Br ce total length Is 14'. 2x6 DF-L 02 or better diagonal Vertical length shown brace) single 9 Tt1111 1 /Ifll / In table above. 4S or double cut I Iasshown) at L Al upper end. o,l s e •e Connect dlagano nt • t midpoint of vertical web. Refer to chart ro #Or m x able Ver IC en VARNDY3}r READ AND FOLLOV ALL NDTES ON THIS DRAVDIGI i • o. nwmANTb RYem THIS mAVDG TD ALL (n(TRACTmts DcumI11G THE DmTmAzRS= i Trusses require extreme care In fabricating, hnndhg, shbpbug, Install6,g oho bradr,p RefIN yand+ fallen the latest editlon of YC21 (kading Coponent Safety Infanntam by TPI and SYCJU procticespriorto perfarnhg these functlons. Instatters shop provide tenporary bradrpIlrstssrate/ othernlse,top d+rd shell have properly attached structural sheatWp and han have . properly attacird rigid cashg. Location shown fr per,anent lateral re,t.rrsabsS Vll ,eve buchg Installed per I seetlorus 83. Y7 r »to, as applicable. Apply plates torVOoftrussa„d pasttlen as shown above and en the J ht Dttal.. ,rt.- noted otherwtre. i ; eQ Refer to drawings t6DA-z fr standard pat. pesltlarce •[_/ L.y Alpie, a dMslen of ITV hidbp Corponents Group Inc sholl rot be respaostle far any drubAN ee.' ( OWCAMMNY this d-owbV, any fool— to build the truss h—frrerc. wmh ANSUTPI L r fr lrndbq, sl pin n ea•.arraae•ae !- hstallatbn a is dra of trusses. ceeptance e proiessarol 4)s NAiwalonellsbanb,p so cover page Ust1wVOsboi this d-.•Yp, Mcates a / 13723%R—pon\Dme er,pYrerir-1 Y , res far the Y pn o TM aft.hllty ord use o1 this dr.wb,g % Suite\ 200 fr awry stru¢be a Is the respor,sbUty of the kldrp Desfgrer per N6I/iPi I Sect. *f, ' • /' 7 *t01 M.rylancR Heights,\MO\63043 Fr are Infornatbn see this Job's gerrral rotes page vocl then web slteo fTY1t tI;11- ALP110 wwcalptnetwconl TPI. www.tptnst.ory SYCN wnw.sbdrdustrr.org) ICC. www)ccsaftarg Bracing Group Species and Grades, Group AI S ruce-Pine-Fir, Hen -Fir YI / N2 Standard 02 Stud 03 Stud i #3 Standard Dou las Flr-Larch Southern Piness N3 N3 Stud Stud Standard Standard Group BI Hen -Fir NI t Btr N1 Dou has Fir -Larch Southern Piness Nl NI 2 N2 Ix4 Braces shall be SRB (Stress -Rated Board). Far Ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these wades. Gable Truss Detail Notes, Vlnd Load deflection criterion Is L/360. Provide uplift connections for 75 plf over continuous bearing (5 psf TIC 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' nin) nails. X For (1) 'L' brace, space nails at 2' o.c. In 18' end zones and 4' o.c. between zones. 11 (2) 'L' braces, space nails at 3' oz. In Is' end zones and 6' o.c. between zones. L' bracing must be a minimum of 807. of web member length Gable Vertical Plate Sizes Vertical Length Refer to cannon truss design for peak, splice, and heel plates. Refer to the Bullding Designer for conditions not addressed by thls detail. REF ASCE7-10-GAB16015 DATE 8/3/15 DR W G S16015ENC100815 No Slice Less than 4' 0' Greater than 4' 0', but less than II' 6' 2%3 3%4 Greater than II' 6' 4X4 X. TOT. LD. 60 PSF X. SPACING 24.0' X. TOT. LD. 60 PSF X. SPACING 24.0' Gable Stud Reinforcement Detail for Stucco Cladding ASCE 7-10: 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Orn 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 Oro 120 moh Wind Sneed. 30' Mpnn Hnlnht_ Partinlly Fnrinapd. Fxnncure n I(w+ = inn 1 iiiiii iiii iiiiiiii iiiiiiiii iiiii«iiiiiiiiii iiiiiiL iiiii iiiii iiiiii iiiiiiiiii 1 iiiiiii iiiiiiiiiiiMl iiiiiiiiii iiiiiiiii iiiiiiiiii iiiiiiii iiiiii iiiiii iiiiii iiiiiiiiil ROOM iiiiiiiii _ iiiiiiiiii Bracing Group Species and Gradesi Group AI S ruce-Pine-Fir Hem -Fir M1 / N2 Standard N2 1 Stud 03 Stud N3 Standard Dou ins Fir -Larch Southern Plnewe N3 03 Stud Stud Standard Standard Group B, Hen -Fir N1 L Btr NI Dou las Flr-Larch Southern Pines — NI NI 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 may be used with these grades. Gable Truss Detail 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. About L Attach 'L' braces with LOd (0.128'x3.0' min) malls. able Truss 3N For (1) 'L' brace -,,; pace nails at 2' o.c. In 18' end zones 4' ac. between zones. Diagonal brace optlorn I()Wor (2) 'L' bracesn space malls at 3' o.c. vertical length may be T1 In Is' end zones and 6' acbetween zones. doubled when diagonal l8' B( L' bracing must be a minimum of 80% of web brace Is used Connect I Lmember length. dbgonnl brace For 6901 L' at each end. Mnx web axBr ce Gable Vertical Plate Sizes total length Is AA( Vertical Len th No S Ice 2x6 DF-L N2 or Less than 4' 0' 2%4 better diagonal r I1T1)1 1 Ufl(i Greater than 4' 0', but 4% 4 Vertical length shown brace, single 8, fj less than l2' 0' In table above. 45• or double cut as shown) at L 1 upper end. r fe CSjI Refer to cannon truss design for peak, splice, and heel lutes. PPlPConnect dlogono of o seen • Refer to the Building Designer For conditions Dint of vertical web. Refer to chart ove or rtl .l n t$. not addressed by this detail.aid WINGs"°` JOL; m REF ASCE7-10-GAB16030.rTANT-FURmAcTo, i,ALL TALu3m - Tic_; Trussesrequire et—. care In f.bncc.tkV, ha'w'0• shopping, Instatll g and brodnp Refer'jj o • fallow the latest aditlon of Best (BAding Component Safety Infonatlon, by TPI and S¢A) IF • practices prior to ptrformhg these functlmc Instaaers shall provide tenparary hrndrq peras SL bless noted oth moo., top chard small hov. but DATE 8/ 3/15 properly attached structural sheathing and hall have a property attached cfsYng. Lo tbns shown Far pernanent lateral restraint e S iT0DRWGS16030ENC100815 e sM11have 1—cing Lvtallfe per I sectlons 13, R7 ar I[0, as .PpUc.M.. Apply plates [O f0 s t. i d Feoftrussandpocmtlanasshown .hove and on the Joint getW, vilfss rated otMrst Refer to + rowigs 16OA-z far standor4 date p-Iti a. @ AM RWODMPMNY Alpha, I F far any en tlon my ofITVbLdeeemstowawaInc. rot be r l 1. this drti— any to Wld the truss h AI(S[/TPI for C ew„ wa•' canfannnce withewoi, ofLorhardlig, shipping, 4*n•w`G tlon Lbracingdrgoftrussee. MAX. TOT. LD, 60 PSF A se is A sealanthisdraaegor Dover page UwWVd.WW this drawing, wcatts acceptance of profess)onal f4 /OA1 Jll ```'L 1372A Rrverpon\ Dme Sane\200 a+ngiaering rwsym:slhth res iv the dfdpr shorn Dr ster par NS use of tfnh bvwNg far artystruc4rfbtheresponsiLityoftheh>Vairp Deslprrr par M6I/TPI t Sec2 11 j11 t tt AMypL11l* MarylaM\ Heights,\ MO\63043 For nore hfarnatton see this Job's general rotes page oM these t Oteso ALPD(E• wwaslp+sltwcon) TPb www.tpbnstergl S cA..wwsw,.u.tr erg, Ice ...jecs.f—ii 2018 MAX. SPACING 24.0' STRONGBACK BRIDGING REC MMENDATI NS BUTT STRONGBACK BRIDGING TOGETHER 4' 0. 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 NOTE: Details 1 and 2 are the preferred attachment methods ATTACH STRONG( 3)tOdHACKCOM TO WEB V/ (3) LOd COMMON O0.148'x3') NAILS OR O1 ( 4) 10d BOX/GUN 28'x3.0') NAILS 2) 10d COMMON (0.148'x3.0') OR BOX/GUN (0.128'x3.0') NAILS AT TOP AND BOTTOM OF 2x4 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. SWA AT EACH END, LI 0 STRONGBACK BRIDGING SPACING REQUIREMENTS to IO None re sired 0' to 20' 1 row (at cmter ofspud to 2 rare a at ewd, V3 s) to 40 3 rm a at fedl V4 s) 40' Space rows at W or. ts) 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). as 3 E STRONGBACK BRIDGING ATTACHMENT ALTERNATIVES VARHDdd•s READ NO FCLUN N-L MMS ON TICS DRAVLM e DF =TMfro FUMISH TH= DRAVMG TD ALL COWRACMRS DCWDMG THE DWALL£RI . 0 Ti0B • w TC LL PSF REF STRONGBACK folic. proctices Trusses requbr rxtrrne core In Fobrloating, handling, shppap, Installing and br.c.,p Refy to and the latest edMtl of KS1 Ohddit Conponent Sofety Inf—tIon, by TPI .nd SICA7Vtpriortop.rforritg these functions. Inst.11ers shall proAd. tenpornry braceq,SL LLdre: noted other.w, top chord ah.D hay. i C DL PSF DATE 10/01/14 DRWG STRBRIBR1014shall properly attached atroct,r.l ahwtMnp and have a properly attached rigid cNYng. Locatax,s shown for penvwnrnt toteral r.s websQ BC DLPSF I f Instas. e per Apply pl.ds toF cS Irndnorp0..s •inters sandO Refer LFD0an th cos &bo o trussandsroanosshownaboveaMantheJOYrtDetaRs, viers rated otherslse.Ice to drvWnps I60A-2 for staMnrd plat. t; Q BC LL PSF IllrofAN RW COMPANY this positlorn: Alphn., . dvfslal of Iry "ding Conpvrnts rroip Inc, shall not be rrsponsmt. for any device drably any fasvv to bdd the t—. In conforn•nce with NISI/TPI L or for hWllrp, L• : 1 • atTOT. LD, PSF 1 \ 13723\ RwMcitt Drive MtnUtbn L br.dng of t_s . A seal an tlb tr..Yp or cover page listing this drawl g, Indicates acceptance or proiesslorrl resps,: ealty sdNy nor tM de"an '— Th. sndt.W ty and — of this dr..bng M 1 •• w••ss• G S ( N OUR. FAC, 1.00 For111twelzoo nT r r or the dtg Desom per ANSLIM I s.c1 t t 4 OtYQ` SPACING MalandlHhts.%M0163043 n' FairInfarnatlan me this job's general notes page aryl thew .b sfteo noneALPM w—toblNt..con, TPII w.e,t inst.ora, SW-A...w.sb[M,strv.aro, tm ... Valley Detail - ASCE 7-10: 160 mph, 30' Mean Height, Enclosed, Exp, C, Kzt=1,00 Top Chord 2x4 SP #2N, SPF #1/#2, DF-L #2 or better. Bot-Chord 2x4 SP #2N or SPF #1/#2 or better, Webs 2x4 SP #3, SPF #1/#2, DF-L #2 or better, Attach each valley to every supporting truss with: 2) 16d box (0.135' x 3.5') nails toe -nailed for ASCE 7-10 160 mph. 30' Mean Height, Enclosed Building, Exp. C, Wind TC DL=5 psf, Kzt = 1.00 Or ASCE 7-10 140 mph. 30' Mean Height, Enclosed Building, Exp. D, Wind TC DL=5 psf, Kzt = 1.00 Bottom chord may be square or pitched cut as shown. Valleys short enough to be cut as solid triangular members from a single 2x6, or larger as required, shall be permitted In lieu of fabricating from separate 2x4 members. All plates shown are ITW BCG Wave Plates 3X4 12 12 Max 2X4 . X4 iia - 8-0-0 max ft i 4X4 Unless specified otherwise on engineer's sealed design, for vertical valley webs taller than 7-9' apply 2x4 'T' reinforcement, 80Y length of web, same species and grade or better, attached with 10d box 0.128' x 3.0') nails at 6' o.c. In lieu of 'T' reinforcement, 2x4 Continuous Lateral Restraint applied at mid -length of web Is permitted with diagonal bracing as shown In DRWG BRCLBANC1014. Top chord of truss beneath valley set must be braced with: properly attached, rated sheathing applied prior to valley truss Installation. Or Purlins at 24' o.c, or as otherwise specified on engineer's sealed design Or By valley trusses used In lieu of purlin spacing as specified on Engineer's sealed design, mw Note that the purlin spacing for bracing the top chord of the truss beneath the valley Is measured along the slope of the top chord. Larger spans may be built as long as the vertical height does not exceed 14'-0'. Pitched Cut Bottom Chord Valley 20-0-0 (++) mi Supporting trusses at 24' o.c. maximum spacing. Valle Spacing Square Cut Bottom Chord oe-nailed Valley efyAfaObss READ NO Fl]LLOV ALL NOTES ON THIS MUVDU r aDPQtTANfo ilINOSH THIS OMWM TO Al. CONTRACTORS DIC 1 IIG THE D6fALLERS. Trusses nquira extrene can In fabricating, handling, shipping, Installing and bracing. Refer to Fdlow the latest edltbn of ICSI Oud g Component Safety Infornatkn, by TPI and SIOU far saf4practicespriortoperfornhgthesefunctionsInstallersshallprovidetemporary, b,.I- per BCSurdessnotedotherwise, tap chord shall have property attached s —tral shaatin•ng and bottom aii Ball have a properly attached rigid cetko Locations shorn for pernanent lateral restraint of a d O T s/ru have braminp Instilled per aboi sections the J or lto, as unless Apply rvIse. to earin ill 11IofWssaMppoosWonnsshornaboveandontheJdntDetails, uriess noted otherslze. Reien to dra.lrnps 16gA-x for standard plate positions. AN RW COMPANYthiAlpine, a dFAskm of ITV Iusding Conponents fr*W Incha shall notbe esporsble for any deviation I s dnaYp, any fahre to btld the truss In coniornance with ANSI/TPI 1, or for handling, shIpplig. Installation s bracing of trusses. A seal on this draeinp or cover P IIsSIng this treeliv, Indcates accept— of Professk 1 ]72]\ Rrverparu Ddva •^Rti••r•tR nspornsbllty calely for the desl n sMon Tlr aJhWty aM m of this d-.bV 137Sui2 %Pforany str c'A- b the responssllty of tir 1Ldng Oeslgrrr per AZTPI I Sec. I Maryland\ Heights,% MO\E3043 for .on Information see this job's general notes page and these web sit"- ALPINE- lpinNteCati TPb eea.tisk t.orom SIOA, eewsbciMustrv.oror [CO —.1ccsafe.ora U. ! uo i s S AT P O at + r / IVAt 2X4 4X4 Tf Stubbed Valley Optional Hip End Detail Joint Detail omm 24' Len" C' Partial Framing o.c, Plan l L-- 30 30 40PSF REF VALLEY DETAIL DL 20 15 7PSF DATE 10/01/2014 DL 10 10 10 PSF DRWG VAL160101014 LL 0 0 0 PSF LD. 60 55 57PSF DURFAC. U. VI.3311.15LI.15 SPACING 24. 0' VALLEY FRAMING & BRACING DETAIL RI ec 2 of Lumber Size and Grade Minumum Requirements GENERAL NOTES Purlins required T-0" O.C. in absence of plywood sheathing. Trusses without sheathing applied must be evaluated accordingly. Purlins should overlap sheathing one truss spacing minimum. In cases that this Is Impractical, overlap sheathing a minimum of 6", and nail upwards through sheathing into purlin with a minimum of 84d (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 mean roof height: 30 feet ASCE 7-05, 140 mph, Enclosed, Cat II, Exp 8,1=1.0, K2t=1.0 Or A Maximum of ASCE 7-10, 180 mph, Enclosed, Exp D, Kit=1.0 TRUSS TRUSS UNDER VALLEY FRAMING VALLEY RAFTER OR RIDGE CRIPPLE ripples 4'-0" for 30 psf (TL) and 20 psf (TD) Max. ce the crippes for each row starting from the valleys or sleepers working Inward to the ridge board so that cripple locations are gored between rows. IT7p) innection Requirement Notes 2x6 rafters to ridge 4 16d toe -nails Cripple to ridge 4 16d toe -nails Cripple to rafter 4 16d toe -nails 1—) 816d face -nails Rafter to sleeper or blocking 5 16d toe -nails Rafter to two 2x6 sleepers 4 16d toe -nails Sleeper to truss 4 16d toe -nails Two 2x6 sleepers to truss 3 16d toe -nails each sleeper & truss Ridge board to roof block 416d toe -nails Ridge board to truss 4 16d toe -nails Purlin to (Typ) 3 16d toe -nails Truss to blocking 416d toe -nails Truss to cripple 416d toe -nails Truss to cripple 416d toe -nails Cripple to purlin 316d toe -nails CRIPPLE, BRACING, 81 BLOCKING^NOTES---- N Cold(0.16larmtoS")C 416dtoe-nails NOTE: 16d (0.162"x3.5") COMMON NAILS 2x4 continuous lateral restraint (CLR) min. Is required for cripples S'-0" to 10%0" long nailed w/ 2 -10d (0.148"0") nails. Or 2x4'T' or scab reinforcement nailed to fiat edge of cripple with 10d j0.128"x3.0") nails at 6" o.c 'r, or scab must be 90% of cripple length. Cripp es over 10'-0 long require two CLR's or both faces w/'T' or scab. Use stress graded lumber & box or common nails. Narrow edge of cripple can face ridge or rafter, as long as the proper number of nails are installed Into ridge board 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 requireme Nails are common wire nails unless noted otherwise. H. ` 4r GENSF% A) (B)") VAale743. MAD AIM rM.LW N.J. HUMS ON NIS MAVM = : * C LL 20 30 40 54 REF VALLEY FRAMINGeewwwmrruiac= no wAvDG TD ALL cmTRACTI>7S Rcum 6 Tw DSTmixm S yy Trusses reg,&...t— cor. h fabrk.thg, hon+++a d+ppb a, hstulhp mabl aMteper SD gpP fon4te ds thectwelen of arsl +w fa.porrnt safety 1Mrrrtlon, by TPt and saw for dty a C DL 10 20 7 7 DATE 10/01/14 practlCes rtr to perforN,g these he,ctbn:. Installers s/ru provide ter,por%" br.d,D Der L . STATE OF llirss Ztwdot1Ise, tap chordshallhavepropyattachedstruck. -el sh atMna .N botlart: o BC DL 0 0 0 0 DRWG VACNV1801015 snarl have a properlyattachedrlpldcMF,p Lncatbns Onm for perrrrrnt lateral mstraht of T , sh.11 have trochektaxedperaCSIsectbro33, 17 or 31D, as appemble. Apply plates to each a t u h— of b( uss andpesltlon . above and— he Joint Details,i ves. .t d othnr ll". /a R.fer to draehg. 16DA-1 for rtardard plate parch s. '$ w :;O R 1OP, f BC LL o 0 0 0 Aiphe, a IM.10- of rTV audhg Conpanents &+ * I-- ahaa not be n ponsble for uy d.vYtlon f <: •w. • e G\ TOT LD.30 50 47 61 AN fT1NCOMFWIY this dm.hg, any fa& to Mad the truss InconfrrAme otth ARSLTPI 1, orforhard ra, shaping S hstall.tlm t l rackto of trusses. t \ A srLL on tee. tra. he r cov.r peer tl.thg this •-ashy Ydoates amrpta a of professf W -4r ,ONA` ttt D^:o tsrut.a.ly rgr thr dr: "°'^ TMe :—ty '"d 'a of — r'a`r o '+4 TrNtt D U R FA C . 1.2 5 / 1.15 IJ7E94bWN Dme fr any k rMlty of 14lro D•sgr P•r AMSt/TPI I S.CZ hn 5 rr wvv hf— tlon see this Job's g—v.1 notes pa pe and tfra sob rites+ ALPM r.. 4*wltr.cory rtl, ....tphsiargl SSCA, ss..sbdr,d try.or'gl M0 .. A=f.nrg 10 2 O( SPACING SEE ABOVE 15-8' 14'-4' NOTE: DO NOT CUT OR ALTER TRUSSES WITHOUT CONSENT OF THIS OFFICE. BACK CHARGES WILL NOT BE ACCEPTED WITHOUT PRIOR WRITTEN APPROVAL BY OUR SERVICE DEPARTMENT AT CARPENTER CONTRACTORS OF AMERICA, INC. 877-293-9487 RECORD COPY PLUMB TILE ROOF 6 Z A HEED-3/1 - 12 r-3/4' SUBFLOOR TRUSS'aa 4' Fast PLVItAOD. m I HANGER CHAR AL= HUS 26 (SIMPSON) J L = THA 422 ( S I MPSON) WALL HT. BASED ON 9'-4- A.F.F. I REFER TO Fig PACK FOR CONNECTION. TYPICAL 7e SETBACK CORNERSET LABELING AND SPACING 10els4 Fn4 wn ATTENTION! on un mi c.m y s a.• r Leas .at M set tNs n W vw Tem b M eanplr, Pr 41as tiT n b'IYst aw n.tQ srts tnas th 01 General Notes 1) N p." cWd truss; ad br• W Od Od- 6- ft. Wd PVP P*W r- b M@mm qw dbw 2) ANh.qn b M c N6M uiv dsL 5) N bs 4b9 b N' OL .im dNa d-L 4) P. Tn Fbb tiM& [IM-01 f—tbm p.erri I I dq *.W b. pbod d 4 aimdiem Npp 15' aG — IM mM b M'w wdoe..i—d 2w bd_I 1-b= tlmood d dacha Ptms Mw is OC%-V Ir o V .Ma d b. bg ddi ROOF LOADING SCHEDULE TCLL = 20 PSF TCDL = 17 PSF BCLL = PSF BCDL = 10 PSF TOTAL = 47 PSF DURATION = 1.25 S NAND SPO/TYPE- 150 19PH ENCLOSED BLDG EXPOSURE = C USAGE - RESIDENTIAL CAT D WIND IMPORTANCE FACTOR= 1 UPLIFTS BASED ON= 9.2 PSF DESIGN CRITERIA FBC 2017 TPI 2014 Tn-• member;!SCEmy comiciw F& ndenfal7-IO od muim m term bah wuq+oomu and cl.d.tuega and main umd lone ernsuog n veins These win h,%e bc= -i—d b wry m sddma.l 109 psf oo tnmm clad bw lod FLOOR LOADING SCHEDUL TCLL - 40 PSF TCOL = 10 PSFEll = 5 PSF TOTAL - 55 PSI ALL REACTIONS OVER 50000 AND UPLIFTS OVER 1000PP ARE SHOWN ON ENGINEER IG. WALL KEY 09.-4- 20'-3/4 DESCMMON WWT. DATE u sw rr .w N Mti .AN M 1N VA . WO w sor .n yw ss LOAW DESCIWMM OOT. DATE CARPENTER CONTRACTORS OF AMERICA 39M AVDM 4 K W. WINTER HAVEN FLORIDA33880 PNRIE<a00) 959-BD06 FAX, (863) 294-2488 BUILDER TAYLOR MORRJSON PROJECT THORNBROOK MODEL 2582/B CCA PROJ/MODEL/ALT 9A8/9A7/258MB/258TB ALT DESC OTC : LOT : 80 BLOCK DESIGNER PAGE JJP t1DATE 12 16 10 133OO74R S1 4 "=1' THIS IS A TRUSS PLACEMENT PLAN. ITS INTENDED TO AID IN THE INSTALLATION OF TRUSSES. ENGINEERED TRUSS DRAWINGS AND Total Truss Quantity = 184. CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: S tol.3 <%/ Job Address: f a-yr.e `,o-/e*'0Historic District: Yes No Parcel ID: Residential [Z Commercial Type of Work: New M Addition Alteration Repair Demo Change of Use Move Description of Work: NEW RESIDENTIAL PLUMBING Plan Review Contact Person: Phone: Fax: Email: Property Owner Information Name c...4 J" Y>?X_-,,4 i' .5 Phone: Street: City, State Zip: Title: Resident of property? : Contractor Information Name NORTHWEST PLUMBING OF ORLANDO Phone: (770) 941-5421 x 2058 Street: 6310 MABLETON PARKWAY, SUITE 1000 Fax: (770) 941-9522 City, State Zip: MABLETON, GA 30126 State License No.: CFC1426562 Architect/Engineer Information Name: Street: City, St, Zip: Bonding Company: Address: Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit 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: 5t' 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. SX Signature of Owner/Agent Date Signature ofCont r for/Agent toIr Print Owner/Agent's Name Signature al'Notery-State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID TONY MAHAFFEY Signature m``"MY L L, of Florida Dat KPlREB GEORGIA f3 aua 21, 2020 Contractor/Agent is Personally Known Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps, Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: 11• Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Applicotion s CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION 3/ 3 9ApplicationNo: J Documented Construction Value: S Job Address: _2,,f rg.ec.t'UHistoric District; Yes No Parcel ID: r- Residential (9 Commercial Type of Work: New Addition Alteration Repair Demo Change of tise Move Description of Work: NEW RESIDENTIAL PLUMBING Plan Review Contact Person: Title; Phone: Fax: Email: Property Owner Information Namc rcr,,,t %d. '6 Phone: Street: Resident of property? City, State Zip: Contractor Information Name , NORTHWEST PLUMBING OF ORLANDO Phone: (770) 941-5421 x 2058 Street; 6310 MABLETON PARKWAY, SUITE 1000 Fax; (770) 941-9522 City, State Zip: MABLETON, GA 30128 State License No.: CFC1426662 Arch ltect/Engineer Information Name; Phone; Street; Fax: City, St, Zip: E-mail: Bonding Company: Address: Mortgage Lender: Address; WARNING TO OWNIERi YOUR FAIMIRE TO RECORD A NOTICE OF COMMENCEMENT MAV 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, IJr YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING, YOUR NOTICE, OF COMMENCEMENT. Application is hereby trade to obtain n 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 he performed to meet standards of all Icws 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, F13C 105.3 Shell be Inscribed with the date of application and the code In Meet as of that dNte; V Edition (2014) Florlda Building Code Revised: Juno M 2015 Pormit Applien0oa NQrrIC.F: In addition to the roqulroments of this permit, there may be additional restrictions applicable to this property that may be found in tho public•records of this county, and there may be additional permits required front other governmontal entities such as water management distriots, Rtato agencies, or Moral agencies. Acceptance of permit Is verification that I will notify the owner of the property of the requ irernunts of Ftorida Lien Law, FS 713, rho City of Sanford requires payment of a plan review fee at the time or 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 valuo of the job at the time of submittal. I'i e actual construction value will be figured based on the ourrent ICC Valuation Table in a lloct 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 iasued, 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. Slgnaturo of Owner/Agent Date Print Owner/Agent's Neine Slytaruro rf Notary-Stetr. of Florlda Deto Owner/Agent is Personally Known to Me or Produced ill _ Type of ID SlgmrureofContr for/Agonl to TONY MAHAFFEY Print Contractor/Agent's Nei e aaa:' uLr`+ Op+ 318ttniuro of N ry•Stato of Plorldn DailPIf71c8 GEORGIA a AUG 21, 202o Contractor/Agent Is Personally Known to'/ rJ tGtQV Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing0 Gas[] Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: Flood Zone: of Stories: Now Construction: Electric - N of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes [I No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILEHES: ENGINEERING: COMMENTS: WASTE WATER: BUILDING: Revised: Juno 30, 2015 Porm11 Application f CITY OF SANFORD BUILDING & FIRE PREVENTION ! PERMIT APPLICATION Application No: / DOC(1l11011( l C0115tI•UC6011 Value•: S (?20T1 C_ _ Job Act c!r•ess: TI.LHistoric District: yes Parcel I'D: ResidentialCornr,lercial f\"pe of \\'or{;: New 0 Addition :Iteration Repair 0 Ue 110 II Chai1?e of tine \Io1"e Description or'Wor•{:: I /,-I.'1} I I `J''I I ^l I 1 d i I ! . ! 1 (- _I ; J '. ( I I "I r Plan Review Coi:tact Per -soil: Ji rocu Cir . state zk): Titl;•: Fax: Email: Pr op/ f=, y/O:':n r Irl,orm=_Lion r1 I j'J Floor: Re,ldoil I Cr 1,r01)ei'r\':' : Contractor In orr-_ tion i, 1 'c r r I i_h1 i_ I • ;1,4Fi:er:c•: G'' % %-: ;• 1 ; ; - Fax: Cis., Ct:!i: Zip: Si_'ic' LicCr:s= 0. r Inforri-ation 1i rCIE. I' C•i:%'. St. Zip: 1:... I: Xlxc; 1'O CJ',\'NER: 1.01-i: I:\!l_l.`i2C TO !•:fCCr::!.J :\ "G'I!CC I",! CC)I IE'Cf_IL"C !•\1' ! ESULT IN VOUP i'•\1' IN(:i '1'U'!iE 17 I i!'i:C,)1'f_IENTS TO 1'OL'i: i'i'.Cli'!_i;'fl'. :\ NOTICL'- 01 CLy '1 \'LET rii_ i;ECOi!" JI_!'J :\.X!1 POSTED ON.10:: SI'I"I. "I"f!I: FIRS"f I\1'I:C'I'1O. li- 1'(JL` ENDDL O: c AN FORE I:I:CU::!)INC 1'OL':: \U'IICI: Lai' is , _...::1 _ i' :..... .',l (`: ,,....'ii.. ._..._.._. ..-- -•. i::_i:_._.. ! .... ._._. ,.; .-.. ,; CI7:!::';::... (I i!::1: .. 1 i1:I I'ai_ I1(:'!.:1i I:;:: i1 I1:' S`.^l!:_:! I,1: ti;7Ci. ...I '•:,: ... li'L..,... __ _ :j. u• ,.n!?. CUiI(i .: IUfii'f?. l'i C. ii:' :1.:.: `•!. ii:l,:•I iC:.•a{,1!I: tI!:•c!_'. •(;,:i;,li:.,:. .. a•ld 1'li•i: . . ' NY)ME Ln Adhion to the requ emcws of 05 pemon sea riq be ddiiiolial re_trictioi:s ;lppli: l ale I i t is ±ioi, - In i m\ l:, i0U:1d Ill (he I'U ll_ fei 0ivi Ores CCLt.•li_\'. and Ih_ie ti:.l': he ad IilOall rCr ;L':5 required f: il.^.1 O:fi'';' l" 1'11L ':_-is et'.illlei 5:1•.}1 :.j N",',he ila;la - MCllt (li:I rl E , Mae aCerick . or fed Cral agel ckz;. - A ccepEanicc of pt-n-ih is \•erlflC3tian I_vli I QII liAQ- to owl's 01 Me 1Ii0ae-.: Of [h^_ rcquiinneili_ cJ F&rli:! Lba Law I }le C1:\' of S:!n,o;d requires plylneili of a ph sis" No M do Kme of f'erli:ii SO MI A ca .v c the e\:•cllleO :t is reC:lic iiCrclCilJC_'k1:)ae it p;'.ii re \'le'.v Chai E'_' and \l'lll he cG^?Ai ed to Ci(liil.^.ie,l. Coi:S: ::_ii0:i 1':!ill: Oi IfY ):lb ap I:12 Iilil: Oii}ic acrual rnns:r : ii; is \'able will be t"'Fred bard On Me cumem WC Vn , '- _ • -• - °l'u...!n la:lr l' iie.i d. l_Y_ l!C.le the tie..;it ejISli:. 17CCCiC2:1C: %:i,l liti.'.l O:i!iil]:1Ce. Shi`ltl•? CdCiilned Ci;_rC'= tl_'.t:_-? Cfi is?^ e.C:".:i?y 7C:. \\'ill be applied to .'QC: h•'i:iLi fees \l"!'. C:: die per..il: 1_`IMO. ' 0N\:\ER'S :\FFIDAVIT: I ccrtifV th'It 211 of the foregoing inrorruation is nccur:iie .1nd that all Nrorl: N%.illbedoneinCorl)plMCC with all applicable la\\'s re(lula dng constrcctiotacL'ramno n :.._ 1.)1i :... .- __iei A[ .U'^_:!': i•, l^'•r•'t•: 10 NO C, i. Q:.r. C - .— STEPHANIE RALLO Commission # FF 175017 Expires Novem erg, 2018 t q,:tr ', BandW TMuT hswmaE0DJS5-101p BELOW IS FOR OFFICE USE ON LY P ermin Required: `;_.i•:.Il_ [j El='C AY I Njech.---.__:1 1,•. D. 1 itI '__ RL_ t Mod LOiiC': Too! Sq I- i or Cl; y fli). ()CCt: iia i!l'1' I.0.nd: or sijkv: l I)t:t:IJK ' — of I'hlt)i C, Fire Writ)'k r Ai'li & 1 v too I LiTlt_ ITI ES: O\ I\1E N fS. Wmn FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: ` H R$ 60 Street: y 15 Kock] G rove L44e City, State, Zip: _Se P. aJ I 17L 3Z771 Design Location: _T6M 6ra6Fe Envelope Leakage Test Results Builder Name: -r'y logy m rrispr) Permit Office: Permit Number: 1 e -3138 Jurisdiction: Single Point Test Data: HOUSE PRESSURE: 570'0 FLOW: Z 119 Leakage Characteristics CFM (50): ACH(50): Z331 5, a3 0"'Pass Fail R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2 ... Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with section R402.4.1. SIGNATURE: ' r"`` PRINTED NAME: f 0"°r ^ J r x7 7 UC1v DATE: Z /.4 01 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: ry l er Mor J — ( I Neighborhood: / 1a V r' ke Lot M Address: q 5 p y,l &oae Lw z City: t cd State: Square Footage: 2 S 8z FL- Permit #: J $ -3 13 Stage of Construction for Test Rough in with Air Handler F Rough in no Air Handler Post Construction Duct Leakage Test Results: J I Duct Leakage percent requirement: % u PrG.I I't System CFM25 Square Footage Duct Leakage CFM/100s ft. Location Pass or Fail 1 31,9 D 12 rr t s-rdr CIS 2 38.4> I S r• o,• 5 3 4 7v,s ZS 9Z Z,7 s 1% Pass Fail Rating Company: SkyeTec® Inspection Date: z & I 19 Rater Name: Vert -tcintr r Rater Signature: r ff"M The Energy Code Experts 9570 Regency Square Blvd. Suite 410 Jacksonville, FL 32225 Phone: 904.482.4000 1 1.866.SKYETEC vww.SkyeTec.corn Oas suc Signature of Education m SkyeTec° Ff UNIVERSAL tuENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Construction Materials Testing • Threshold Inspection Building Inspection • Plan Review • Building Code Administration 3532 Maggie Blvd, Orlando, 32811 • P: 407.423.0504 • F: 407.423.3106 UES Project No: 0110.1401008.0000 Workorder No: 9403897-2 Report Date: 9/12/2018 In -Place Density Test Report Client: Taylor Morrison of Florida,- Incorporated 2600 Lake Lucien.Dnve-Suite 350 = Maitland, FL*32751 Project: Thornbrooke 40s & 50s, SF House Lots Various Lots, Sanford, Seminole County, FL 32771 Area Tested: Lot 80 ( 475 Rocky Grove.Lane ) Material: Fill Reference Datum: 0 = Top of Fill 691 -3l38 UES Technician: Jorge L2 Rodriguez Date Tested: 09/12/2018 Tvae of Test: Field: ASTM D-2937 Drive Cylinder Method Laboratory: ASTM D1557 Modified Proctor, The tests below meet the minimum 95% relative soil compaction requirement of Laboratory Proctor maximum dry density Test No. Location of Test Range aximumptimum Density pcf) Moisture DryFieldD Density pcf) Field Moisture I Soil Compaction Fill Depth inch) Pass or Fail 6 North Footing ( Proposed) 1-2 ft 108.3 10.7 108.9 12.6 101 N/A Pas: 7 East Footing ( Proposed) 2-3 ft 108.3 10.7 107.9 12.0 100 N/A Pas: 8 South Footing ( Proposed) 2-3 ft 108.3 10.7 105.2 12.9 97 N/A Pas: 9' Northwest Corner of Pad ( 1-2 ft 108.3 10.7 108.1 12.1 100 N/A Pas: Proposed) 10 Southeast Corner of Pad ( 2-3 ft 108.3 10.7 106.8 12.9 99 N/A Pas: Proposed ) Remarks: At the time of testing footings had not been excavated. All densities done on pad area and proposed footing area. r r nnlnh/inh n m.4-1 ..mMni;nn f- I/nn•nw nI'n nl;n nlw /hn D-h l;n . 4 ..,....nh— nr/ —'#^ ^— —h—;H 4 nn n iln..Hnl mm nd , n! n... nh n/e and dhn. R n DESCRIPTION AS FURNISHE;: .Mot 80, THORNBROOKE PHASE 4, as recorded in Plat Book 81, Pages 70 thru 71, Public Records of Seminole County, Florida. BOUNDARY FOR/CERTIFIED TO: Taylor Morrison of Florida, Inc. 45- 3? J TRACT J OPEN SPACE/RECREATION N 00414'55 " W 40.00' Al LOT 180 ?'s 19.60' 19.80' } 27. s, ' 7 5.00' 15.7' vi 5.00' 14.3' FORMBOARD FOUNDATION OO TOP OF FORMS = 23.20' O OOO LOT 8I LOT 79 ' O O c 5. DO' 5.0' 0 ui 21.3' 5.00' 25.20' 25.20' 10' UTIL. ESMT. 5 G. -A-- P.C. 119.26' N 00414'55" W 40.00' R N LOT AREA CALCULATIONS: L1GO a ry` G O LLIVING = 1,4607 SO.Fi GARAGE - 455 SO.FT. R 0 CKY GR 0 VET LA NET ENTRY - 1 SO FT. LANAI = 3s so.Fr. 50' R/W UTILITY AND ACCESS) BREEZEWAY- N/A SOFT. DRIVEWAY - 403 SOFT. A/C PAD - 18 SOFT. WALKWAY = 70 SO. FT. IMPERVIOUS- 54.6 R 2.623 S0. FT. SOD = 2177 SOFT. G p AR CAEACULA IONS QOy R/W = 320 SO. FT. O APRON - 53 SO.Fr. q PROPOSED = FINISHED. -SPOT GRADE ELEVA77ON SIDEWALK - 200 SOFT. PER DRAINAGE PLANS BUILDING SETBACKS: SOD - 67 SOFT, V_= PROPOSED DRAINAGE FLOW FRONT = 25' AREA = 5,120 SOFT. L07 GRADING TYPE B REAR = 15 PROPOSED INFORMATION SHOWN PROPOSED F.F. PER PLANS - 23.2' SIDE - 5.0' BASED ON SUPPLIED PLAN DRIVEWAY - 457 SO.FT. SIDE CORNER = 10' AND/OR INSTRUCTIONS PER SIDEWALK = 270 SOFT. PROPOSED GRADE PER CONSTRUCTION PLAN + CUENT NOT FIELD VERIFIED SOD = 2 44 SO.FT. GRUISETNMETYER—SICOTT do ASSOC, INC. — LAND SURVEYORS LEGEND - LEGEND - 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 P' • RAT IIIL.' • POINT ON LINE iYP. • TY ICAL Il. . OiELDPU•E PR.C. . POINT OI REVERSE CURVATURE NOTES: 1. THE UAVE'RSCA® DOES HEREBY CERIIFY TNMT THIS SURVEY MEETS THE STAVDAROS OF PRACOCE $E7 FDRTFI BY IHF FLORIN BOARD 051-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECDON 472027, FLORI14 SMTUES I.R. IRON R® PC.C. DW7 N CONFOUND CURVATURE RAD •RADIAL PROFE5510MK SURVEMRS AND MAPPERS PI CHAPTER 2 UNLESS EM80.SSED WRH SUfi'EYDRS SIGNANRE AND ORIpNAL RV.SED SEA[. 7HL5 SUIM1EY LMP OR OOP2S ARE NOT VALID. Cx CONCRETE MCIMUKENT SETL4. 1/2' Z.R. •/MLR 4596 NR MOM-RAMAL 1 TI/LS SURVEY W.IS PREPARED IRON (TILE INFORMATION NRNISHED TD T/NC SURVEYOR• THERE WY EIE OIHCR R67Po000HS REG RECOVERED V,. VITNESS POINT P.OJ. POINT OF tEGD+NNG CALL . CALCULATED OR Fl9E3LENIT TFiAi AFFECT TH6 PROPERLY. 4. UNDERCIIP.O.C. POINT OFCONDICICE..PR1L PERMANENT REFERENCE MONUMENT. FZ. • FWISHED FLOOR ELEVATION 8. SURVEY SNOUID N07 BE RETIED UPON BY ANY OTHER ENRII: MLD CEMTCRLDE RSL • BUIL.DING SETBACK LINE S. ElKfKK1NDWY LWFSR/V VA NAILL DIIK RIONT--VAY &K • BENCWMRK 7. RUXS, ESNT, EASEMENTR.A. • RASE TEARIG 6TK1N$ V SHOWN, ARC EASf9 ON NATIONN. GYODCIIC DAiUY OI /12l, UNLESS OMCAM75C NO1CD. DRAINAGE p, CERMCATE OF AUTHORIZATION Na 4506 UTIL. UTILITY UTIL • CLZG • CRAIN LINK FENCE VmD FENCEWon SCALE N1' 20 _y DRAWN BY: C/ 1 CONCRETE BLOCK P. C. POINT of CURVATURE ,., DATE ORDER No. P. T. POINT OF TANGENCY CERTIFIED SY5' DESC. RAD DESCRIPTIONIPLOT PLAN 07-08-2018 4405-18 i • ARC LENGTH p DELTA FORMBOARD FOUNDATION/ELEVS. 09-21-201B 0438-18 C CHORD GL .. CHDRD REARING _ „ NORTH RL THIS BWLDINC/PROPERTY DOES.NDi UE WRHIN THE ESTABLISHED 100 YEAR FLOOD I;LANE AS PER 'FIRM• TOM GRUS JAMES W. SCOTT. R.LS / 4801 ZONE ' X' AMP / 12117C 0055 F. FAA Y.' j yt1 , '• ti `Y'li• 119i0 / 1 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ Job Address: 10 historic District: Yes Nog Parcel ID: Residentiato Commercial Type of Work: Newi Addition• Alterption Repair Demo Change of Use 4 Move Description of Work:- rt S44 l 1 o-MD L-,e_ W er e - Plan Review Contact Person: a,_1 I -K[X,6 II__ Title: Phone: Lk-'j15aC'oU Fax:4-1-333-385.3 Email: 1' yaL , Crrv, Name Street: OW, ner Information Phone: Sr\ 0/1 / Resident of property? : RZTEf} tl.. :.." City, State Zip: ;, C0 - e; {ok Information i / / Name- A -- - - e-' \Phono: `- i 0 Street: ( J3TSe__v Fax: L10-7- ? • 653p City, State Zip:5an State License No.: C4CD3 p4L`O Name: Street: City, St, Zip: Bonding Company: Address: ArchitectlEngineer Information Phone: Fax: E- mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105. 3 Shall be inscribed with the date of application and the code in effect as of that date: 51 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 off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate at work will be done in compliance with all applicable laws regulating construction and Signature of Owner/Agent Date Print Owner/Agent's Name Signature.of Notary -State of Florida Date oreontraetor/Agent its Nja me (- All 4 AsCL Signature of No ry-State of Florida D CHERYL D AKERS MY COMMISSION q FFOMS2 t EXPIRES June 05, 2020 Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to'Me or Produced ID Type of 1D Produced ID 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 Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures, Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30. 2015 Permit Application STATEWIDE 1-888-831-2665 Taylor Morrison Homes 2600 Lake Lucien Drive, Suite 350 Maitland, FL 32751 DEL —AIR State Certification CAC032448 NIfAMG • AM CONUMUNING 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 PLAN NAME TONNAGE SEER HSPF FANS/FAN LIGHTS TOTAL CONTRACT PRICE Anar" stasia 2 0 / 2!0 16!0 / 16!00 Boca Grande 3.0 15.00 8.50 4/0 4,911.00 Captiva 3.0 15.00 8.50 3/1 5,095.00 Marco 3.0 15.00 8.50 2/0 4,679.00 Santa Rosa 3.5 16.00 8.50 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 4071333-COOL www.delair.com 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 . . . . . 18-00003138 Date 11/07/18 Application pin number . . . 241824 Property Address . . . . . . 475 ROCKY GROVE LN Parcel Number . . . . . . . . 21.19.30.510-0000-0800 Application type description NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Application valuation . . . . 352461 Application desc noc on file Owner Contractor TAYLOR MORRISON TAYLOR MORRISON 2600 LAKE LUCINE DR STE 350 MAITLAND FL 32751 407) 489-1475 Structure information 000 000 ---------------------- Construction Type . . . VB Occupancy Type . . . . . . RESIDENTIAL USE GROUP Flood Zone NONE Other struct info . . . . . ELEC - # AMPS 200.00 PLUMBING FIXTURES 21.00 NUMBER OF STORIES 2.00 SQUARE FOOTAGE 3247.00 Permit . . . . . . MECHANICAL - NEW RESIDENTIAL Additional desc . . Phone Access Code 1086263 Permit pin number 1086263 Sub Contractor DEL AIR HEATING A/C & REFRIGER Permit Fee . . . . 110.00 Issue Date . . . . 11/07/18 Valuation . . 8035 Expiration Date . . 5/06/19 Qty Unit Charge Per Extension BASE FEE 110.00 Special Notes and Comments All projects within the City shall use WastePro for debris removal. Please contact WastePro at 407.774.0800. Normal hours for inspections are from 7:30 through 4:30 Monday through Thursday. Please be aware you must contact the Building Official to schedule a Friday or after hours inspection. This is required since not every inspector is licensed to do every type inspection. Communication is the key, so please contact the Building Official if you have any questions at 407.688.5058 or at dave.aldrichosanfordfl.gov Other Fees . . . . . . . . . 01-APPLCTN FEE -ELECTRIC 25.00 01-APPLCTN FEE -BUILDING 25.00 01-APPLCTN FEE -PLUMBING 25.00 01-BLDG PLAN REVIEW 1284.00 02-CURB CUT/DRIVE - S/F 40.00 01-FIRE IMP-RS 9-2017 383.81 01-LIBRARY IMPACT FEE 54.00 FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED. FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE S 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Page 3 Application Number . . . . . 18-00003138 Date 11/07/18 Property Address . . . . . . 475 ROCKY GROVE LN Parcel Number . . . . . . . . 21.19.30.510-0000-0800 Application description . . . NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Permit . . . . . . MECHANICAL - NEW RESIDENTIAL Additional desc . . Phone Access Code 1086263 Permit pin number 1086263 Required Inspections Phone Insp Seq Insp# Code Description Initials Date 10 409 MHO1 MECHANICAL ROUGH IN 1000 410 MH02 MECHANICAL FINAL / /