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580 Red Rose Ln 18-2397; NEW SFHCOUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100005 DATE: June 27, 2018 BUILDING APPLICATION #: 18-10000577 BUILDING PERMIT NUMBER: 18.10000577 UNIT ADDRESS: RED ROSE LANE 580 21-19-30-510-0000-2320 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: 580 RED ROSE LANE / THORNBROOKE PHASE 4 SFR FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Single Family ROADS -COLLECTORS Housing 705.00 1.000 dwl unit 705.00 Single Family N/A Housing 00 1.000 dwl unit 00 FIRE RESCUE N/A 00 LIBRARY CO -WIDE ORD Single Family SCHQOLS Housingg 54.00 1.000 dwl unit 54.00 CO -WIDE ORD Single Family Housing 5,000.00 1.000 dwl unit 5,000.00 PARKS N 00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 5,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE DATE ABOVE, BUT NO LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE 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 THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE Parcel ID Number:l Prepared By Daphne Clark and Taylor Morrison Homes Return To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. C:LEF'I.'s 261-mI66666 Ev t. jF,jI 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 _2 Legal Description: Thornbrooke Phase ? , according to the plat thereof, as recorded in Plat Book P Page7c,-Y/of the public records of Seminole County, Florida. Addresses : $ @ f' J+ aS l 4? 4.0 Sanford FL 2. General description of improvements : Single Family Home 3. Owner information : Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751 4. Fee Simple Title Holder: N.A. 5. Contractor name and address: Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751 6. Surety: N.A. 7. Lender: N.A. 8. Persons within the State of Florida designated by the Owner upon whom notices or other documents may be served as provides by 713.13(1)(a)7., Florida Statutes: N.A. 9. In addition to himself, Owner designates the following to receive a copy of the Lienor's Notice as provided in 713.13(1)(b), Florida Statutes. N.A. 10. Expiration date of notice of commencement: One year from the date of recording. WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTENT TO OBTAIN FINANCING, CONSULT YOUR LENDER OT ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. 11. Date Signed : Signature of Owner's Agent: ^-- ohn Asa Wright Taylor Morrison of Flori nc. Sworn to and subscribed before me this by John Asa Wright who, is Notary Public DA Clark My commission expires. 6/27/19 Serial No. FF 20910> Notary Signature: ly known to me. 1 1 lot > seal: srarad` CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ A ; ,. ,3sm(o (, coo Job Address: t: lfi' C- Historic District: Yes ElNo E] Parcel ID: 09-30-_(-0000-X Residential R Commercial Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move Description of Work: NEW SINGLE FAMILY HOME - THORNEBROQK PHASE LOT NUMBER : Plan Review Contact Person: Daphne Clark Title: Phone: 40Z-257-6240 - Fax: Email: d aph negt Perm '15 Eerm its Perm 'Is. corn Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Street: 151 SOLITHHALL LANE # 200 Phone: 407-629-0077 Resident of property? : City, State Zip: MAITLAND FL 32751 Contractor Information Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Phone: Street: 151 SOLITHHALL LANE # 200 Fax: City, State Zip: MAITLAND FL 32751 State License No.: Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: Bonding Company: Address: E-mail: Mortgage Lender: N/A Address: 407-257-6940 NO AlY0016MINN WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 71.3. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. of Owner/Agent TAYLOR MORRIS( Print Owner/Agent's Name I Signature of Nota6V=State of Florida AY M/ Ffi(GMISSION If FF M9108 EXPIRES: June 27, 2019 Owner/Agent is 7 ers°nly to"wnci%te or Produced ID (Lpt_ Type of ID nature of Contractor/Agent Date JOHN ASA WRIGH - ,.. Print Contractor/Agent's Signature. Pgary-State of Florida Date D. A. CLAW MY COMMISSION a FF 209108 s EXPIRES: June 27, 2019pf`°OF F4ep'a QMtBA TNN Budget NotRry Servk, Contractor/Agent is YES Personally Known to Me or Produced ID NI_ Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building [a Electrical a Mechanical R Plumbing® Gas[] Roof Construction Type: JCS Occupancy Use: 'Z"3 Flood Zone: K- -6 Total Sq Ft of Bldg:, 2 1 Min. Occupancy Load: t # of Stories: 2 New Construction: Electric - # of Amps 2-00 Plumbing - # of Fixtures 2-2- Fire Sprinkler Permit: Yes No [1E # of 1-leads APPROVALS: ZONING: G, /V, 70/ UTILITIES: ENGINEERING: FIRE: COMMENTS: _ Ok to construct single family home with setbacks and impervious area shown on plan, 5! `/ 470 Fire Alarm Permit: Yes No Q WASTE WATER: BUILDING: ISC e,l2 c" Revised_ June 30, 2015 Permit Application MA TY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ Job Address: 5 90 P-ed 9GS--, t e -oz Historic District: Yes NoEx] Parcel ID: 9f.19-30- Flo-0000-X' Residential R Commercial Type of Work: New 0 Addition Alteration Repair Demo © Change of Use Move Description of Work: NEW SINGLE FAILILY.HOME - THORNEBROOK PHASE LOT NUMBER : -; aY Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: ED ,.eI-081 11R 11 M': 11 • Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Phone: Street: 151 SOUTHHALL LANE # 200 City, State Zip: MAITLAND FL 32751 407- 629-0077 Resident of property? : Contractor Information Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Phone: 407-257-6940 Street: 151 SOUTHHALL LANE # 200 Fax: a City, State Zip: MAITLAND FL 32751 State License No.: CBC1257462 Architect/ Engineer Information Name: Street: City, St, Zip: Bonding Company: _ N/A Address: Phone: Fax: E- mail: Mortgage Lender: N/A Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shalt be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. of Owner/Agent TAYLOR MORRIS( Print Owner/Agent's Name 2 of Notak-State of Florida D. A. CM MY COMMISSION 0 FF 209108 EXPIRES: June 27,2019 Owner/Agent is j 4l ersg'NW9'y".°t INI V6%le or Produced ID N/A Type of ID nature of Contractor/Agent Date JOHN ASA WRIGH Print Contractor/Agent's e Signature gfftry-State of Florida Date D. A. CLARK MY COMMISSION 0 FF 209108 s EXPIRES: June 27 20}9FOFfl&' 601*d Thu 609el Notary Service? Contractor/Agent is YES Personally Known to Me or Produced ID NIIA 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: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No UTILITIES: - JV WASTEWATER: FIRE: BUILDING: Revised: June 30, 2015 Permit Application SCPA Parcel View: 21-19-30-510-0000-2320 http://parceldetail.scpafl.org/Parce[Detailinfo.aspx'?PID=2119305 100... fto"W' Propedy Regord Card 01 em Parcel: 21-19-30-510-0000-2320 Property Address: 580 RED ROSE LN SANFORD, FL 32771 Parcel Information Value Summary Parcel 21-19-30-510-0000-2320 2018 We Values Owner(s) TAYLOR MORRISON OF FL INC Valuation Method Cost/Ma Property Address 580 RED ROSE LN SANFORD, FL 32771 Number of Buildings 0 Mailing 151 SOUTHALL LN STE 200 MAITLAND, FL 32751 Depreciated Bldg Value Subdivision Name THORNL3RO0KE_PHASE I Depreciated EXFT Value Tax District Sl-SANFORD Land Value (Market) 40,000 DOR Use Code 00-VACANT RESIDENTIAL Land Value Ag Exemptions Jg§t/Market Value 40,000 Portability Adj T-1-- 1 57'+ 40 1 40 40 40 40 11 40 Save Our Homes Adj 0 C o31,,,2321 23312341235,, Amendment 1 Adj P&G Adj 0 0 Assessed Value 40,000 IN) to Ca 0 o 1 0 Tax Amount without SOH: 2017 Tax ttil mt Tax -E-Stim-Ato-r Save Our Homes Savings: Does NOT INCLUDE Non Ad Valorem Seminole County 6IS Legal Description LOT 232 THORNBROOKE PHASE 4 PB 81 PGS 70-71 Taxes Taxing Authority Assessment Value Exempt Values County General Fund $40,000 $0 Schools $40,000 $0 City Sanford $40,000 $0 SJWM(Saint Johns Water Management) $40,000 $0 County Bonds $40,000 $0 Sales Description Date Book Page Amount Qualified No Sales I of 2 5/23/2018, 10:44 AM CITY OF SNF ORD 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: daphneCo-)permitspermitspermits.com Property Address: 580 Red Rose Lane Property Owner: Taylor Morrison of Florida, Inc. Parcel identification Number: 21-19-30-510-0000-2320 Phone Number: 407-629-0077 Email: The reason for the flood plain determination is: FN- 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) 1M11, 11 gg a 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:Elfloodplain Ofloodway F--1 A portion of the parcel is in the:EJ floodplain 0 floodway FE-1 The parcel is not in the: FEW floodplain E]floodway 0 The structure is in the: 0 floodplain El floodway El The structure is not in the: F--] floodplain E] 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# 18-2397 Reviewed by: Michael Cash, CFM Date: June 13, 2018 Application for Right -of -Way Use for Driveway, Walkway & Landscape k OR %D, OR I 1877 Department of Planning & Development Services www.sanfordfl.gov 300 North Park Avenue, Sanford, Florida 32771 Phone: 407,688.5140 Fax; 407.688.5141 This permit authorizes work to be done in the City of Sanford's right-of-way in accordance with the City's regulations and the attached construction plans approved as part of this permit. It does not approve any work within any other jurisdiction's right-of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the size and location of the existing right—of-way and use shall be provided or application could be delayed. 0 Kew whaft 111910W. I A Call before you dig. 7n"A064tv Wr 9 3 1. Project Location/Addlress. k-"— Z Proposed Activity: Driveway El Walkway El Other: 3, Schedule of Work: Start Date Completion Date Emergency Repairs 4. Brief Description of Work: flW1AFiVAY16M N911 We I This application is submitted by: Property Owner. Signature: fill Print Name:AVK MO&VOW hddj S Address: Isl wa&M(k 4+kE&?p2 MIMAW tT, TZ0147 5 "? Phone:407 J40 Fax- Date: Maintenance Responsibilities/indemnification The Requester, 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. Requester 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 Requester 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 Requester's expense and, it necessary, file a lien on the Requesters property to recover costs of restoration. To the fullest extent permitted by law, Requester agrees to defend, indemnity, and hold harmless the City, its councilpemns, agents, servants, or employees appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City's right-of-way. I have read and understand the above statement and by signing this application I agree to its terms. I hereby understand and agree to pay all city fees related to this application as required by the city's adopted Fee Resolution. Signature: Date: 1) This permit shall be posted on the site during construction. Please call 407.688.6080, Ext. 540124 hours in advance to schedule a pro -pour Inspection. Pre -pour Inspection by: Date: 50PTeMDefoeOlU ROW Use Dnveway pdt REQUIRED INSPECTION SEQUENCE TAYLOR MORRISON SFR-DETACHED Permit # BUILDING PERMIT Min Max Inspection Description 10 Form board / Foundation Survey 10 Slab / Mono Slab Pre our 20 Lintel / Tie Beam / Fill / Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 30 50 Final Window 40 Roof Dry In 50 Frame 60 Insulation Rough In 70 Drywall / Sheetrock 40 70 Lath Inspection 50 1000 Final Roof 50 1000 Final Stucco / Siding 80 1000 Insulation Final 1000 Final Single Family Residence A AA -a - 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 PlumbingUnder ound 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final MECHANICAL PERMIT Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot232ThornbrookeAnastasiaBGRS Builder Name: Taylor Morrison^" Street: 580 Red Rose Lane Permit Office: City, State, Zip: FL , g Permit Number:*' umber t3 - 2 3 9 7 Owner: Jurisdiction: 691500 Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2) 5' 1. New construction or existing New (From Plans) 9. Wall Types(3137.2 sgft.) Insulation XfL"`$ 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 ft; 6. Conditioned floor area above grade (ft') 2582 b. N/A R= ft2 Conditioned floor area below grade (ft2) p c. R= ft2 11. Ducts R ft2 7. Windows(369.8 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 64.00 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: 2.731 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 ft2 15, Credits Pstat Glass/Floor Area: 0.143 Total Proposed Modified Loads: 76.10 PASS Total BaselineLoads: 76.90 r I hereby certify that the plans and specifications covered by Review of the plans and S74J, this calculation are in compliance with the Florida Energy specifications covered by this O,11JE y O Code. - calculation indicates compliance with the Florida Energy Code. tear PREPARED BY: 4A tA` Before construction is completed DATE: 5/ 17/18 this building will be inspected for ro (' d compliance with Section 553.908 I hereby certify that this building, as des}gned, is in compliance Florida Statutes. COD with theFloridaEnergyCode. wE V OWNER/AGENT: BUILDING OFFICIAL: DATE: ' . ! DATE: a.H.!$ 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). 5/17/ 2018 9:06 AM EnergyGauge« USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2017 PROJECT Title: Lot232ThornbrookeAnastasia 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: 580 Red Rose Lane Permit Office: Cross Ventilation: No County: Seminole Jurisdiction: 691500 Whole House Fan: No City, State, Zip: Family Type: Single-family FL , New/Existing: New (From Plans) Comment: CLIMATE Design Temp Int Design Temp Heating Design Daily Temp V/ Design Location TMY Site 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Orlando FL ORLANDO INTL AR 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1467 13643.1 2 Block2 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 ft2 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 Pitch Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Gable or Shed Composition shingles 1655 ft2 370 ft2 Medium 0.85 N 0.85 No 0 26.6 ATTIC V It Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1480 ft' N N 5/17/2018 9:06 AM EnergyGauge® USA - FlaRes2017 Section R405A 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 ftz 0.11 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Ornt To Wall Type Space R-Value Ft In Ft In Area R-Value Fraction Absor. Grade% 1 S Exterior Frame - Wood 2nd Floor 13 30 0 9 0 270.0 ftz 0 0.23 0.6 0 2 S Exterior Concrete Block - Int Insul 1st Floor 4.1 30 0 9 4 280.0 ftz 0 0 0.6 0 3 E Exterior Frame - Wood 2nd Floor 13 54 6 9 0 490.5 ftZ 0 0.23 0.6 0 4 E Exterior Concrete Block - Int Insul 1st Floor 4.1 54 6 9 4 508.7 ftz 0 0 0.6 0 5 N Exterior Frame - Wood 2nd Floor 13 30 0 9 0 270.0 ftz 0 0.23 0.6 0 6 N 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 W Exterior Frame - Wood 2nd Floor 13 54 6 9 0 490.5 ftz 0 0.23 0.6 0 9 W Exterior Concrete Block - Int Insul 1st Floor 4.1 52 6 9 4 490.0 ftZ 0 0 0.6 0 10 - Garage Frame - Wood 1 st Floor 13 25 9 9 4 240.3 ftz 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 ftZ 2 Wood 1st Floor None 25 2 9 8 22 ft' WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 S 1 Vinyl Low-E Double Yes 0.34 0.31 N 30.0 ft' 1 ft 0 in 1 ft 0 in Drapes/blinds None 2 S 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 S 2 Vinyl Low-E Double Yes 0.34 0.31 N 58.6 ft' 1 It 0 in 11 ft 6 in Drapes/blinds None 4 S 2 Metal Low-E Double Yes 0.58 0.32 N 64.0 ft' 11 ft 0 in 0 ft 0 in None None 5 E 3 Vinyl Low-E Double Yes 0.34 0.31 N 30,0 It' 1 ft 0 in 1 ft 0 in Drapes/blinds None 6 E 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 N 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 W 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 W 8 Vinyl Low-E Double Yes 0.34 0.31 N 15.0 ft' 1 ft 0 in 1 ft 0 in Drapes/blinds None 10 W 9 Vinyl Low-E Double Yes 0.34 0.31 N 5.3 ft' 1 ft 0 in 11 ft 6 in Drapes/blinds None 11 W 9 Vinyl Low-E Double Yes 0.34 0.31 N 12.8 ft' 1 It 0 in 11 ft 6 in Drapes/blinds None 12 W 9 Vinyl Low-E Double Yes 0.34 0.31 N 39A ft' 1 ft 0 in 11 ft 6 in Drapes/blinds None 5/17/2018 9i06 AM EnergyGauge@ USA - FlaRes2017 Section R405 4 1 Compliant Software Page 3 of 5 FORM R405-2017 GARAGE V# Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 455 ft2 455 ft2 64 ft 8 ft 1 INFILTRATION ff Scope Method SLA CFM 50 ELA EqLA ACM ACH 50 1 Wholehouse Proposed ACH(50) 000408 2762.4 151.65 285.21 .3666 7 HEATING SYSTEM V ft System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:8.4999 21,8 kBtu/hr 1 sysffl 2 Electric Heat Pump/ Split HSPF:8.4999 21.8 kBtu/hr 2 sys#2 COOLING SYSTEM V # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 16 25.2 kBtu/hr cfm 0.75 1 sys#1 2 Central Unit/ Split SEER: 16 25.2 kBtu/hr cfm 0.75 2 sys#2 HOT WATER SYSTEM V# 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 VFSEC Collector Storage Cert # Company Name System Model ff Collector Model # Area Volume FEF None None ft2 DUCTS Supply ---- Return ---- Air CFM 25 CFM25 HVAC ftVftLocationR-Value Area Location Area Leakage Type Handier TOT OUT ON RLF Heat Cool 1 Attic 6 293.4 ft Attic 73,35 ft Default Leakage 2nd Floor (Default) (Default) 1 1 2 Attic 6 223 ft2 2nd Floor 55,75 ft Default Leakage 2nd Floor (Default) (Default) 2 2 5/17/2018 9:06 AM EnergyGauge 0, USA - FlaRes2017 Section R405.4 . 1 Compliant Software Page 4 of 5 FORM R405-2017 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cool in an Feb Mar A r Ma Jun Jul Au X Se Oct Nov Dec JanHeatingJ X Feb f Mar f Apr I Ma JunJXJ XjJul JXJAuSep 3 Oct NovXd X] Dec Ventin Jan Feb X Mar A r May Jun Jul Aug Se [XJ 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 5/17/2018 9:06 AM EnergyGauge a 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* = 99 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned Floor area (ft') 7. Windows** Description a. U-Factor: Dbl, U=0.34 SHGC: SHGC=0.31 b. U-Factor: Dbl, U=0.58 SHGC: SHGC=0.32 c. U-Factor N/A SHGC: d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth Area Weighted Average SHGC: 8. Floor Types a. Slab -On -Grade Edge Insulation b. Floor Over Other Space c. other (see details) 580 Red Rose Lane, , FL, New (From Plans) 9. Wall Types Insulation Area Single-family a. Frame - Wood, Exterior R=13.0 1521.00 ft' b. Concrete Block - Int Insul, Exterior R=4.1 1375.90 ft2 1 c. Frame - Wood, Adjacent R=13.0 240.33 ft' 4 d. N/A R= ft' 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=38.0 1481.00 ft' 2582 b. N/A R= ft' Area c. N/A R= ft' 305.82 ft' 11. Ducts R ft' a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 293.4 b. Sup: Attic, Ret 2nd Floor, AH: 2nd Floor 6 223 64.00 ft' 12. Cooling systems kBtu/hr Efficiency ft' a. Central Unit 25.2 SEER:16.00 b. Central Unit 25.2 SEER:16.00 110 2.731 ft 0.312 Insulation Area R=0.0 1467.00 ft' R=0.0 1102.00 ft' R= 13.00 ft' 13. Heating systems a. Electric Heat Pump b. Electric Heat Pump 14. Hot water systems a. Electric b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Date: City/FL Zip: kBtu/hr Efficiency 21.8 HSPF:8.50 21.8 HSPF:8.50 Cap: 50 gallons EF: 0.95 Pstat w a cxE s r T o 4 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. 5/17/2018 9:06 AM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 DEL -AIR Manual S Compliance Report HEATING - AM C*IWKMG a h 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 For: Taylor Morrison 580 Red Rose Lane, FL Design Conditions Job: Lot232ThornbrookeAna Date: 5/17/18 By: A Outdoor design DB: 92.50F Sensible gain: 17328 Btuh Entering coil DB: 75.8°F Outdoor design WB: 76.3°F Latent gain: 2608 Btuh Entering coil WB: 62.8°F Indoor design DB: 75.0°F Total gain: 19935 Btuh Indoor RH: 50% Estimated airflow: 840 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASH P Manufacturer: Lennox Model: 14HPX-024-230-19+CBA27UHE-024-230*++TDR Actual airflow: 840 cfm Sensible capacity: 18363 Btuh 106% of load Latent capacity: 4185 Btuh 160% of load Total capacity: 22548 Btuh 113% of load SHR: 81% Design Conditions Outdoor design DB: 41.7°F Heat loss: 19425 Btuh Entering coil DB: 69.1°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-024-230-19+CBA27UHE-024-230*++TDR Actual airflow: 840 cfm Output capacity: 22420 Btuh 115% of load Capacity balance: 38 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type Manufacturer: Actual airflow: Output capacity: Elec strip Model: 840 cfm 5.0 kW 87% of load Temp. rise: 50 OF Meets all requirements of ACCA Manual S. ti wrightsoft- 2018-May-17 08 56 07 Rtqh1Sw(e00 Universal 2018 18 0.13 RSU24011 Page 1 nastasiaBGRSVt-ot2321tio(ribrookeArizististaBGRSrtip Calc = MJ8 Rouse faces: S I Manual S Compliance ReportR1,11 DEL -AIRNUTMG AM C(MMT)MMM ahu 2 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD. FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM For: Taylor Morrison 580 Red Rose Lane, FL Design Conditions Job: Lo t232Th o rn b roo keA n a... Date: 5/17/18 By: JA Outdoor design DB: 92.5°F Sensible gain: 15614 Btuh Entering coil DB: 78.0°F Outdoor design WB: 76.3°F Latent gain: 2943 Btuh Entering coil WB: 63.9°F Indoor design DB: 75.0°F Total gain: 18557 Btuh Indoor R H: 50% Estimated airflow: 840 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASH P Manufacturer: Lennox Model: 14HPX-024-230-19+CBA27UHE-024-230*++TDR Actual airflow: 840 cfm Sensible capacity: 17031 Btuh 109% of load Latent capacity: 3746 Btuh 127% of load Total capacity-, 20777 Btuh 112% of load SHR: 82% Design Conditions Outdoor design DB: 41.7°F Heat loss: 13375 Btuh Entering coil DB: 69.0°F Indoor design DB: 70.OoF Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-024-230-19+CBA27UHE-024-230*++TDR Actual airflow: 840 cfm Output capacity: 22420 Btuh 168% of load Capacity balance: 29 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 840 cfm Output capacity: 3.5 kW 88% of load Temp. rise: 13 OF Meets all requirements of ACCA Manual S. wrightsoft" 2018-May - 17 08 56 07 Right-SuileO Universal 2018 18 O.13 RSU24011 Page 2 nas(ast,,iBCRS Lol232ThorriorookeAfiastasiaBGRS rLJP Calc = MJ8 House faces S DEI. -AIR Component ConstructionsM HEATING -AMCOa 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: LOt232ThornbrOOkeAna... Date: 5/17/18 By: JA Project• For: Taylor Morrison 580 Red Rose Lane, FL Design Conditions Location: Indoor: Heating Cooling Orlando Intl AP, FL, US Indoor temperature OF) 70 75 Elevation: 95 ft Design TD (OF) 28 18 Latitude: 280N Relative humidity 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 1.5 46.4 Dry bulb (OF) 42 93 Infiltration: Daily range (OF) - 17 ( M } Method Simplified Wet bulb (OF) - 76 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U-value Insul R Htg HTM Loss Cig HTM Gain it' Btuhtftl-°F W.'R'Bluh Btuh/W Btuh Bluh1@' Btuh Walls 12C- Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int in 200 0.091 13.0 2.58 515 2.34 469 fnsh, 2"x4" wood frm, 16" o.c. stud e 461 0.091 13.0 2.58 1186 2.34 1079 s 240 0.091 13.0 2.58 618 2.34 562 w 1 470 0.091 13.0 2.58 1209 2.34 1100 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 158 0.201 0 5.69 897 4.35 686 board int fnsh e 470 0.201 0 5.69 2671 4.35 2044 s 51 0.201 0 5.69 292 4.35 223 sw 24 0201 0 5.69 134 4.35 102 w 433 0.201 0 5.69 2462 4.35 1883 all 1135 0.201 0 5.69 6455 4.35 4938 Partitions 12C- Osw: Frm 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 30 0.340 0 9.62 289 10.6 317 1/ 8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium, 1 It n 40 0.340 0 9.62 385 10.6 423 overhang ( 5 ft window ht, 1 ft sep.); 6.67 ft head ht e 30 0.340 0 9.62 289 30A 911 s 30 0.340 0 9.62 289 10.8 323 w 15 0.340 0 9.62 144 30.4 455 all 145 0.340 0 9.62 1395 16.8 2430 2A- 2omd: 2 glazing, cir low-e outr, air gas, mtl no brk frm mat, cir innr, n 64 0.580 0 16.4 1050 16.8 1078 1/ 4" gap, 1/8" thk; NFRC rated (SHGC=0.32); 11 ft overhang (8 ft window ht, 0 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 58 0.340 0 9.62 561 10.6 617 1/ 8" thk; NFRC rated (SHGC=0.31), 50% drapes, medium; 1 It e 39 0.340 0 9.62 374 30.4 1180 overhang ( 6.3 ft window ht, 11.5 ft sep.); 6.67 ft head ht w 39 0.340 0 9.62 374 30.4 1180 all 136 0.340 0 9.62 1308 21.9 2976 2A- 2ov: 2 glazing, cir low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, w 6 0.340 0 9.62 58 30.4 182 1/ 8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 It overhang ( 3 ft window ht, 1 It sep.); 6.67 ft head ht wrightsoft" 2018-May-17 08 56 07 Right- SuileW Universal 2018 18 0 13 RSU24011 Page 1 ACCK.. nastasiaBGRSll.ol232ThornbrookeAnastastaBGRS rup Calc = MJ8 House laces. S 2A-2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, w 5 0.340 0 9.62 51 30.4 160 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 outr, air gas, vnI frm mat, clr innr, 1/4" gap, w 13 0.340 0 9.62 125 30.4 393 1/8" thk; 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 Doors 11 DO: Door, wd sc type sw 23 0390 0 11.0 250 12.0 272 n 22 0.390 0 11.0 243 12.0 264 all 45 0.390 0 MO 493 12.0 536 Ceilings 16B-38ad: Attic ceiling, asphalt shingles roof mat, r-38 coil ins, 1/2" 1482 0.026 38.0 0,74 1090 1.41 2090 gypsum board int fnsh Floors 20P-19t: Flr floor, frm f1r, 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-May- 17 08 56 07 RighlSuile Universal 2018 18 0 13 RSU24011 Page 2 nastasiaBGRS Lot 232T hornbrookeAnas tasiaBG R S rup Calc = MJ8 House faces S QEL--AIR Component Constructions Job: Lot232ThornbrookeAna... Date: 5/17/18 MUM • MM C"Offlo"o ahu 1 By: JA DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY. SANFORD. FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web; WWW.DEL-AIR.COM For: Taylor Morrison 580 Red Rose Lane, FL Location: Indoor: Heating Cooling Orlando Intl AP, FL, US Indoor temperature (OF) 70 75 Elevation: 95 ft Design TD (OF) 28 18 Latitude: 280N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 1.5 46.4 Dry bulb (OF) 42 93 Infiltration: Daily range (OF) - 17 ( M } Method Simplified Wet bulb (OF) - 76 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Walls 13A-2ocs: Blk wall, stucco ext, r-2 ext bd ins, 8" thk, 1/2" gypsum board int fnsh Partitions 12C-Osw: Firm wall, r-13 cav ins. 1/2" gypsum board int fnsh, 2"x4" wood frm, 16" o.c. stud Or Area LI-value It, BIuh41=-"F n 158 0.201 e 470 0.201 s 51 0.201 sw 24 0.201 w 433 0.201 all 1135 0.201 Windows 2A-2omd: 2 glazing, cir low-e outr, air gas, rill no brk frm mat, clr innr, n 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 2A-2ov: 2 glazing, cir low-e outr, air gas, vnl frm mat, cir innr, 1/4" gap, n 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft e overhang (6.3 ft window ht, 11.5 ft sep.), 6.67 ft head ht w all 2A-2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, w 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 outr, air gas, vnl frm mat, clr innr, 1/4" gap, w 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 It overhang (4.2 ft window ht, 11.5 ft sep.); 6.67 ft head ht Doors 11 DO: Door, wd sc type sw n all Ceilings Insul R Htg HTM Loss Clg HTM Gain ft'-" ifituh Mihntl Btuh Btuh/fV Bwh 0 5.69 897 4.35 686 0 5.69 2671 4.35 2044 0 5.69 292 4.35 223 0 5.69 134 4.35 102 0 5.69 2462 4.35 1883 0 5.69 6455 4.35 4938 218 0.091 13.0 2.58 562 1.44 315 64 0.580 0 16.4 1050 16.8 1078 58 0.340 0 9,62 561 10.6 617 39 0.340 0 9.62 374 30A 1180 39 0.340 0 9.62 374 30.4 1180 136 0.340 0 9.62 1308 21.9 2976 5 0.340 0 9.62 51 30.4 160 13 0.340 0 9.62 125 30A 393 23 0.390 0 11.0 250 12.0 272 22 0.390 0 11.0 243 12.0 264 45 0.390 0 11.0 493 12.0 536 16B-38ad: Attic ceiling, asphalt shingles roof mat, r-38 cell ins.. 1/2" 12 0.026 38.0 0.74 9 1.41 17 gypsum board int fnsh ti wrightsQft- 2018-May-17 08:56.07 Right-SutleO Universal 2018 18 0 13 RSU24011 Page 3 nastastaBGRSVLot232ThornbrookeAnastasiaBCRS rup Calc - MJ8 House faces: S Floors 22A-tpl: Bg floor, light dry soil, on grade depth 147 0.989 0 28.0 4126 Ad- wrightsoill't, 2018-May- 17 08 56 07 Riqht-&site4, Universal 2018 18 0 13 RSU24011 Page 4 OCCIN nastastaBGRSt-o(232ThornbrookeAnastasiaBCRS rup Cac - MJ8 House faces S pL: ,Iq R Component Constructions Job: Lot232ThornbrookeAna... Date: 5/17/18 KNING - AIR CONDI'I1101MG 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 580 Red Rose Lane, FL Location: Indoor: Heating Cooling Orlando Intl AP, 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 (IF) - 17 M) Method Simplified Wet bulb (°F) - 76 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain fh BluhlV-°F ft'-°F161uh Btuh"ft' Btuh BLOW Btuh Walls 12C-Osw: Frm wall, stucco ext, r-13 cav ins, 1 /2" gypsum board int n 200 0.091 13.0 2.58 515 2.34 469 fnsh, 2"x4" wood firm, 16" o.c. stud e 461 0.091 13.0 2.58 1186 2.34 1079 s 240 0.091 13.0 2,58 618 2.34 562 w 470 0.091 13.0 2.58 1209 2.34 1100 all 1370 0.091 13.0 2.58 3528 2.34 3210 Partitions none) Windows 2A-2ov: 2 glazing, clr low-e outr, air gas. vnl frm mat, cir innr, 1/4" gap, n 30 0.340 0 9.62 289 10.6 317 1/8" thk; NFRC rated (SHGC=0.31), 50% drapes. medium, 1 ft n 40 0.340 0 9.62 385 10.6 423 overhang (5 ft window ht, 1 ft sep.), 6.67 ft head ht e 30 0,340 0 9,62 289 30.4 911 s 30 0.340 0 9.62 289 10.8 323 w 15 0.340 0 9.62 144 30.4 455 all 145 0.340 0 9.62 1395 16.8 2430 2A-2ov: 2 glazing, Or low-e outr, air gas, vnl firm mat. clr innr, 1/4" gap, w 6 0.340 0 9.62 58 30.4 182 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 lit Doors none) Ceilings 16B-38ad: Attic ceiling, asphalt shingles roof mat, r-38 veil ins, 1/2" 1469 0,026 38.0 0.74 1081 1.41 2072 gypsum board int fnsh Floors 20P-19t: Ar floor, firm flr, 12" thkns, r-19 cav ins, gar ovr 13 0.050 19.0 1.41 18 0.71 9 wrightsof - 2018- May- 17 08:56 07 Righl-Sui1e Universal 2018 18 0 13 RSU24011 Page 5 nast lsi iBGRS Lot 232ThornbrookeAnasIasiaBGRS-(LIP CaIC = MJ8 House faces: S 1'1C' A Project Summary Job: LOt232ThornbrookeAna... 3 fl..i*GL'"AIR 7 Date: 5/17/18 r»+- STING AIR CONDITIONING Entire House By: JA DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY. SANFORD, FL32771 Phone:407-333-2665 Fax: 407-333-3853 Web: WWW DEL-AIR.COM For: Taylor Morrison 580 Red Rose Lane, FL Notes: RVSD 2/1/16 JA LS 3/22/16 JA LS 4/4/16 JA LS 6/10/16 JA i- •Information LS 6/117,JA LS 9/219'PAtJAr: Orlando Intl AR FL, US Winter Design Ah 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 25969 Btuh Structure 23921 Btuh Ducts 6831 Btuh Ducts 9021 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 32799 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 32942 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 4164 Btuh Ducts 1386 Btuh Central vent (0 cfm) 0 Btuh Area Heating Cooling ft2) 2582 2582 Equipment latent load 5550 Btuh Volume (ft3) 26929 26929 Air changes/hour 0.41 0.21 Equipment Total Load (Sen+Lat) 38492 Btuh Equiv. AVF (cfm) 184 94 Req. total capacity at 0.70 SHR 3.9 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. ria- wrightsoft-' 2018-May-17 08:56 07 RightSuiteO Universal 2018 18-0.13 RSU24011 Page 1 ACCA _ nastasaBGRS Lot232ThornbrookeAnaslasi iBGRS rup Calc = MJ8 House laces S DEL -AIR Project Summary Job: Lot232ThornbrookeAna... 1 y Date: 5/17/18 INNING m AIR CONORN MNG 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 580 Red Rose Lane, FL Notes: RVSD 2/1/16 JA LS 3/22/16 JA LS 4/4/16 JA LS 6/10/16 JA InformationDesi_qn LS 6/1``/1I17 A LS 9/21r t Ar: Orlando Intl AR FL, US Winter Design 69AN18;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 16891 Btuh Ducts 2534 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 19425 Btuh Infiltration Method Construction quality Fireplaces Simplified Average 0 Heating Cooling Area (ft2) 1467 1467 Volume (ft3) 13706 13706 Air changes/hour 0.38 0.20 Equiv. AVF (cfm) 87 45 Heating Equipment Summary Make Lennox Trade MERIT Model 14H P X-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 = 38 OF Backup: Sensible Cooling Equipment Load Sizing Structure 15067 Btuh Ducts 2260 Btuh Central vent (0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 17328 Btuh Latent Cooling Equipment Load Sizing Structure 2608 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh none) Equipment latent load 2608 Btuh Equipment Total Load (Sen+Lat) 19935 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 AH R I ref 10258598 8.5 HSPF Efficiency 13.5 EER, 16 SEER Sensible cooling 18900 Btuh 21800 Btuh @ 47°F Latent cooling 6300 Btuh 24 OF Total cooling 25200 Btuh 840 cfm Actual air flow 840 cfm 0.043 cfm/Btuh Air flow factor 0.048 cfm/Btuh 0.30 in H2O Static pressure 0.30 in H2O Load sensible heat ratio 0.87 Input = 5 kW, Output = 16909 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Ad- wri0fttsoft' 2018-May-17 08:56 07 ACCP. »..-. ,...,.._....- ......... Right-SUileO Universal 2018 18 0 13 RSU24011 Page 2 nastasiaBGRS\Lol232ThornbrookeAnastasiaBGRS.rup Calc -- MJ8 House faces S DEL -AIR Project Summary Job: Lot232ThornbrookeAna... 1 y Date: 5/17/18 HEATING > AIR CONDITIONING ahu 2 By: JA DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407333-2665 Fax 407333 3853 Web: WWW.DEL-AIR.COM For: Taylor Morrison 580 Red Rose Lane, FL Notes: RVSD 2/1/16 JA LS 3/22/16 JA LS 4/4/16 JA LS 6/10/16 JA D- qn Information LS 6/1/,17 A LS 9/299` p Ar: Orlando Intl AP, FL, US Winter Design A1fl/d;4A Summer Design Conditions Outside db 42 OF Outside db 93 OF Inside db 70 OF Inside db 75 IF Design TD 28 IF Design TD 18 IF Daily range M Relative humidity 50 % Moisture difference 46 gr/lb Heating Summary Structure 9078 Btuh Ducts 4297 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 13375 Btuh Infiltration Method Construction quality Fireplaces Simplified Average 0 Heatingg coolingg Area ( ft2) 1115 1115 Volume ( ft3) 13223 13223 Air changes/hour 0.44 0.22 Equiv. AVF (cfm) 97 49 Heating Equipment Summary Make Lennox Trade MERIT Model 14H P X- 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 = 29 IF Backup: 8. 5 HSPF 21800 Btuh @ 47°F 24 IF 840 cfm 0. 063 cfm/Btuh 0. 30 in H2O Input = 3 kW, Output = 11784 Btuh, 100 AFUE Sensible Cooling Equipment Load Sizing Structure 8853 Btuh Ducts 6761 Btuh Central vent (0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data y Rate/ swing multiplier 1.00 Equipment sensible load 15614 Btuh Latent Cooling Equipment Load Sizing Structure 1556 Btuh Ducts 1386 Btuh Central vent (0 cfm) 0 Btuh none) Equipment latent load 2943 Btuh Equipment Total Load (Sen+Lat) 18557 Btuh Req. total capacity at 0.75 SHR 1.7 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 0.054 cfm/Btuh Static pressure 0.30 in H2O Load sensible heat ratio 0.84 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. PN- wrightsoft, 2018 May -17 08:56 07 Right- SwIeQ) Universal 2018 18.0.13 RSU24011 Page 3 Ar— Ca, g na4tasiaBGRS Lo12321 hornbrookeAnastasiaE3GRS rup Cale = MJ8 Rouse faces S DEL AIR Right-JO Worksheet MATM,""'""'1M"NIM 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: Lot232ThornbrookeAnastas... Date: 5/17/18 By: JA 1 Room name Entire House ahu 1 2 Exposed wall 316.4 It 147.4 It 3 Room height 9.2 It 9.3 It 4 Room dimensions 5 Room area 2938.3 fl2 1469.0 Q2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft') Load number Btuh/ftl-'F) Stuh/ft') or perimeter (It) Binh) or perimeter (It) Btuh) Heat Cool Gross NlP/S Heat Cool Gross NIP/S Heat Cool 6 Vtl 12C-Osw 0.091 n 2.58 2,34 270 200 515 469 0 0 0 0 2A-2ov 0,340 n 9.62 10,58 30 0 289 317 0 0 0 0LF-(( 2B-2fv 0.340 n 9.62 10.58 40 0 385 423 0 0 0 0 13A-2ocs 0.201 n 5.69 4.35 280 158 897 686 280 158 897 686 11 2A-2omd 0.580 n 16.41 16.85 64 0 1050 1078 64 0 1050 1078 LLL{ 2A-2ov 0.340 In 9.62 10.58 58 0 561 617 58 0 561 617 V 12C-Osw 0,091 a 2.58 2.34 491 461 1186 1079 0 0 0 0 t-•-6 2A-2ov 0.340 e 9.62 30,36 30 0 289 911 0 0 0 0 Vj! 13A-2ocs 0.201 e 5.69 4.35 508 470 2671 2044 508 470 2671 2044 t--G 2A-2ov 0.340 e 9.62 30.36 39 0 374 1180 39 0 374 1180 Vj! 12C-Osw 0.091 S 2.58 2,34 270 240 618 562 0 0 0 0 2A-2ov 0,340 9.62 10,77 30 26 289 323 0 0 0 0 W 13A-2ocs 0.201 s 5.69 4.35 51 51 292 223 51 51 292 223 N! L--D 13A-2ocs 0.201 sw 5,69 4,35 46 24 134 102 46 24 134 102 11D0 _. 0.390 sw, 11.04 11,_99 23 23 250 272 23 23 250 272 V 12C-Osw 0.091 w 2.58 2.34 491 470 1209 1100 0 0 0 0 1--ffG;; 2A-2ov 0.340 w 9,62 30.36 6 0 58 182 0 0 0 0 2A-2ov 0.340 w 9.62 30.36 15 0 144 455 0 0 0 0 0.201 w 5.69 4.35 490 433 2462 1883 490._ 433 2462 1883 TE 13A-2ocs 2A-2ov 0.340 w 9.62 30.36 5 0 51 160 5 0 51 160 2A-2ov 0.340 w 9.62 30.36 13 0 125 393 13 0 125 393 2A-2ov 0.340 w 9.62 30.36 39 O 374 1180 39 0 374 1180 P L-D 12C-Osw 0.091 2.58 1.44 240 218 562 315 240 218 562 315 11DO 0.390 n 11.04 11.99 22 22 243 264 22 22 243 264 C 168-38M 0.026 0:74 1,41 1482 1482 1090 2090 12 12 9 17 F 2OP-19t 0.050 1.41 0.71 13 13 18 9 0 0 0 0 F _ 22A01 9.9l 27.% Q'0Q 1469 147 4126 0 1469 147 4126 0, 6 c) AED excursion 01 0 Envelope loss/gain 20260 18317 14180 10414 12 a) Infiltration 5709 1808 2711 859 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 6 1380 6 1380 Appliances/other 2415 2415 Subtotal (lines 6 to 13) 25969 23921 16891 15067 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 25969 23921 16891 15067 15 Duct loads 261/. 38%. 6831 9021 151/. 15% 2534 1 2260 Total room load 32799 32942 t942Ci 17328 Air required (c(m) 1680 1680 840 840 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 1-- wrigNts..of't•• 2018- May- 17 08:56:07 4GA .-...,_.,_- Right-SuiteO Universal 2018 18.0.13 RSU24011 Page 1 nastasiaBGRS L0f232ThofnbrookeAnastasiaBGRS run Calc , MJ8 House (aces S DEL: AIR Right-J® Worksheet IMAT e1`AM" Q10MM Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD. FL 32771 Phone 407-333-2665 Fax 407-333-3853 Web. WWWDEL-AIR.COM Job: Lot232ThornbrookeAnastas... Date: 5/17/18 By: JA 1 Room name ahu 2 2 Exposed wall 169.0 It 3 Room height 9.0 It 4 Room dimensions 5 Room area 1469.3 112 Ty Construction U-value Or HTM Area ((tz) Load Area Load number Btuh/ft?°F) 13hih/I12) or perimeter (ft) Btuh) or perimeter Heat Cool Gross N/P/S Heat Coal Gross N/P/S Heat Cool 6 12C•Osw 0.091 n 2.58 2.34 270 200 515 469 2A-2ov 0.340 n 9.62 10,58 30 0 289 317 28•2ty 0.340 n 9.62 10.58 40 0 385 423 V! 13A-2ocs 0.201 n 5.69 4.35 0 0 0 0 11 2A-2omd 0.580 n 16.41 16.85 0 0 0 0 L-G 2A-2ov 0.340 n 9.62 10.58 0 0 0 0 yf 12C-0sw 0.091 a 2.58 2.34 491 461 1186 1079 2A-2ov 0.340 e 0.62 30.36 30 0 289 911 VI/ 13A-2ocs 0.201 e 5.69 4.35 0 0 0 0 I-C 2A-2ov 0.340 e 9.62 30.36 0 0 0 0 y1 12C-Osw 2A-2ov .. 0.091 0.340 s s 2.58 9,62 2.34 10.77 270 30 240 26 618 289 562 323G, W 13A•2ocs 0.201 s 5.69 4.35 0 0 0 0 Vjf t-._--D.- 13A-2ocs ` 0.201 sw 5.69 L35 0 0 0 0 11 DO 0.390 sw 11.04 11.99 0 0 0 0 12C-Osw 0.091 w 2.58 2.34 491 470 1209 1100 2A-2ov 0.340 w 9,62 30.36 6 0 58 182 2A-2ov 0.340 w 9.62 30.36 15 0 144 455 13A-2ocs 2A-2ov 0.201 O.340 w w 5.69 9.62 4.35 30.36 0 0 0 0 0 0 0 0 2A-2ov 0.340 w 9,62 30.36 0 0 0 0 2A-20v - 0.340 0.091 w 9.62 30,36 0 0 0 0 P L-D 12C-Osw 2.58 1.44 0 0 0 0 1100 16B-38ad 0.390 0.026 n 11.04 0.74 11..99 1.41 0 1469 0 1469 0 1081 0 2072C F 20P-19t 0.050 1AI 0.71 13 13 18 9 F .-..:22A3p1 0.980 27.§9 0.00 0 0 0 0 6 c) AED excursion 0 Envelope lossigain 6080 7904 12 a) Infiltration 2998 949 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 0 0 Appliances/other 0 Subtotal (lines 6 to 13) 9078 8853 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 9078 8853 15 Duct loads 47 % 76 / 4297 6761 Total room load 13375 15614 Air required (clm) 840 840 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. i"I+ wrigF tsoT!^ 2018-May-17 08 56 07 A •.•...._-. Right Suilerd:7 Universal 2018 18.0.13 RSU24011 Page 2 nastasiaSGRSvLou232Thornb(ookeAnastasiaBGRS_rup Calc = MJ8 House faces- S DEL -AIR Right-M Worksheet IBATM! 1 • AMCO MlrriaMlle al{' / u 1 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY. SANFORD. FL 32771 Phone 407-333-2665 Fax 407-333-3853 Web: WWWDEL-AIR.COM Job: Lot232ThornbrookeAnastas... Date: 5/17/18 By: JA t Room name ahu 1 mstr rm 2 Exposed wall 147.4 It 42.0 It 3 Room height 9.3 It 9.3 It heat/cool 4 Room dimensions 1TO x 15.5 it 5 Roam area 1469.0 it' 263.5 ft2 Ty Construction U-value Or HTM Area (It') Load Area (It2) Load number Btuh/ftz-'F) Btuh/Its) or perimeter (it) En h) or perimeter (It) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12G-0sw 0.091 n 0.00 U0 0 0 0 0 0"; 0 0 0 ILT 2A-2ov 0.340 n 0.00 0.00 0 0 0 0 0 0 0 0 2B-2tv 0.340 n 0,00 0,00 0 0 0 0 0 0 0 0 13A-2ocs 0.201 n 5.69 4.35 280 158 897 686 145 86 491 376 11 2A-2omd 0.580 n 16.41 16.85 64 0 1050 1078 0 0 0 0 2A-2ov 0.340 n 9.62 10.58 58 0 561 617 58 0 561 617 V)/ 12C-0sw 0.091 a 0,00 0,00 0 0 0 0 0 0 0 0 L--C 2A-2ov 0.340 e 0.00 0.00 0 0 0 0 0 0 0 0 t-G 13A-20cs 0.201 e 5.69 4.35 508 470 2671 2044 89 89 504 386 2A 2ov 0,340 e 9.62 30.36 39 0 374 1180 0 0 0 0 4N 12C-Osw 0.091 s 0.00 0.00 0 0 0 0 0 0 0 0 L---G 2A-2ov 0.340 s 0.00 0,00 0 0 0. 0 0 0 0 0 W 13A-2ocs 0.201 s 5.69 4.35 51 51 292 223 0 0 0 0 yJ t-- D 13A-2ocs 0.201 sw 5.69 4,35 46 24 134 102 0 0 0 0 11 D0 0.390 sw 11.04 11,99 23 23 250 272 0 0 0 0 t 12C-Osw 0.091 w 0.00 0,00 0 0 0 0 0 0 0 0 G 2A-2ov 0.340 w 0.00 0.00 0 0 0 0 0 0 0 0 0.340 w 0.00 0.00 0 0 0 0 0 0 0 02A-2ov 13A-2ocs 0.201 w 5.69 4.35 490 433 A462 1883 159 159 902 690 2A-2ov 0.340 w 9.62 30,36 5 0 61 160 0 0 0 0 2A-2ov 0.340 w 9.62 30.36 13 0 125 393 0 0 0 0 2A-2ov 0,340 w 9,62 30.36 39 9 374 1180 0 0 0 0 R 12C-Osw 0,091 2.58 1.44 240 218 562 315 0 0 0 0 i t DO 0.390 n 11.04 11.99 22 22 243 264 0 0 0 0 C 16B-38ad 0.026 0.74 1.41 12 12 9 17 0 0 0 0 F 20P-191 0.050 0.00 0.00 0 0 0 0 0._ 0 0 0 F 22A-lpl _ 0.989 27.99 0.00 1469 147 4,1,26 0 213 42 1176 0 6 c) AED excursion 0 281 Envelope loss/gain 14180 10414 3634 1788 12 a) Infiltration 2711 859 772 245 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 6 1380 1 230 Appliances/other 2415 1 1 600 Subtotal (lines 6 to 13) 16891 15067 4406 2862 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 16891 15067 4406 2862 15 Duct loads 15 % 15 % 2534 2260 151% 15 % 661 429 Total room load 19425 17328 5067 3291 Air required (clm) 840 840 219 160 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. f+d- wrigFstsot`L• 2018-May-17 08.56.07 Right-Suile4 Universal 2018 18 0 13 RSU24011 Page 3 MJ8 House laces SnaslasiaBGRSt-o1232ThornbroakeAnasteuiaBGRS rup Calc , QDEL--AIR Right-J® Worksheet leaTAM , AM carmmoMMs ahu 1 DEL -AIR HEATING & AIR CONDITIONING 531 GODISCO WAY.. SANFORD.. FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot232ThornbrookeAnastas... Date: 5/17118 By: JA 1 Room name mstr lath mstr wic 2 Exposed wall 12.0 it 0 It 3 Room height 9.3 it heat/cool 9.3 it heat/cool 4 Room dimensions 12.0 x 8.0 it 6.5 x 7.5 It 5 Room area 96.0 W 48.8 It2 Ty Construction U-value Or HTM Area (it?) Load Area (It?) Load number Btuh/fl? °F) Btuh/ft2) or perimeter (it) Btuh) or perimeter (it) Btuh) Heat Cool Gross N/P/S Heat Cool Gross NIP/S Heat Cool 6 12C-Osw 0,091 n 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov 0.340 in 0.00 0.00 0 0 0 0 0 0 0 0 2B-2fv 0.340 n 0.00 0,00 0 0 0 0 0 0 0 0 V! 13A-20cs 0.261 n 5.69 4.35 0 0 0 0 0. 0 0 0 11 I--G 2A-2omd 0.580 n 16.41 16.85 0 0 0 0 0 0 0 0 l-G 2A-2ov 0.340 n 9.62 10.58 0 0 0 0 0 0 0 0 t--C 12C-Osw 0. 09 1 a 0.00 0.00 0 0 6 0 0 0 0 0 2A-2ov 0.340 a 0.00 0.00 0 0 0 0 0 0 0 0 t13A-2ocs 0.201 e, 5.69 4.35 0 0 0 0 0 0 0 0 G 2A-2ov 0.340 e 9.62 30.36 0 0 0 0 0 0 0 0 yJ 12C-Osw 0.091 s 0.00 0.00 0 0 0 0 0 0 0 0 G 2A-2ov 0.340 s 0.00 0.00 0 0 0 0 0 0 0 0 W 13A-2ocs 0.201 s 5.69 4.35 0 0 0 0 0 0 0 0 Vt! D 13A-2ocs 0.201 sw' 5,69 4,35 0 0 0 0 0 0 0 0 11 D0 0.390 sw 11.04 11._99 0 0 0 0 0 0 0 0 W I--( 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 L ( 2A-2ov 0.340 w_ 0.00 0.00 0 0 0 0 0 0 0 0 V1 13A-2ocs 0,201 w 5.69 4,35 112 112 637 487 0 0 0 0 G 2A-2ov 0.340 w 9.62 30.36 0 0 0 0 0 0 0 0 2A-2ov 0.340 w 9,62 30.36 0 0 0 0 0 0 0 0t142A-2ov 0.340 w ... 9.62 30.36 0 0 0 0 0 0 0 0 P L-D 12C-Osw _ 0.091 2,58 1.44 0 0 0 0 0_ 0 0 0 11 DO n 11.04 11.99 0 0 0 0 0 0 0 0 C 168.38ad 0.390 A.026 0.050 0.74 1,41 0 0 0 0 0 0' 0 0 F 2OP-191 0.00 0.00 0 0 0 0 0._ 0 0 0. F 22A-tpl 0.989 r .:. 27.99 0.00 96 12 336 0 49 0 0 0 6 c) AED excursion 1-501 1 10 Envelope lossigain 973 437 0 0 12 a) Infiltration 221 70 O 0 b) Room ventilation 0 0 0 0 13 Internal gains. Occupants < 230 0 0 0 0 Appliances/other 0 5 Subtotal (lines 6 to 13) 1193 507 0 5 Less external load 0 0 0 0 Less Iransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1193 507 0 5 15 Duct loads 15 % 15 / 179 76 15% 15% 01 1 Total room load 1372 583 0 5 Air required (cfm) 59 28 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2018-May-1708.56.07 A ........... ...•.- Right-SuileO Universal 2018 18 0.13 RSU24011 Page 4 nastasiaBGRS Lot232ThofnbrookeAnaslastaBGRS.rup Calc MJ8 House laces: S DEL -AIR Right-JO Worksheet UTM AMCO"ffIM ahu 1 DEL -AIR HEATING & AIR CQNDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone. 407-333-2665 Fax: 407-333-3853 Web. WWW.DEL-AIR COM Job: Lot232ThornbrookeAnastas... Date: 5/17/18 By: JA 1 Room name mstr we study 2 Exposed wall 0 If 10.5 It 3 Room height 9.3 I( heat/cool 9.3 it heat/cool 4 Room dimensions 5.5 x 3.5 It 10.5 x 1L5 It 5 Room area 19.3 ft2 120.8 W Ty Construction U-value Or HTM Area (w) Load Area (w) Load number Btuh/Ili°F) Btuh/ft') or perimeter (It) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C-0sw 0.091 n 0.00 0.00 0 0 0 0 0 0 0 0 GT 2A•2ov 0.340 n 0,00 0.00 0 0 0 0 0 0 0 0 2B-21v 0.340 n 0.00 0.00 0 0 0 0 0 0 0 0 13A-2ocs 0.201 n 5.69 4.35 0 0 0 0 0- 0 0 0 11 2A-2ornd 0.580 n 16.41 16.85 0 0 0 0 0 0 0 0 I 2A-2ov 0.340 n 9.62 10.58 0 0 0 0 0 0 0 0 12C•0sw 0.091 a OM 0.00 Q Q 0 0 Q 6 0 0 2A-2ov 0.340 a 0.00 0,00 0 0 0 0 0 0 0 0 yJ 13A-20cs 0,201 e 5.69 4.35 0 0 0 0 0 0 0 0 G 2A-2ov 0.340 e 9.62 30.36 0 0 0 0 0 0 0 0 yJ 12C-Osw 0,091 s' 0.00 0,00 0 0 0 0 0 0 0 0 G 2A-2ov 0.340 s 0.00 0.00 0 0 0. 0 0 0 0 O W 13A-2ocs 0.201 s 5.69 4.35 0 0 0 0 0 0 0 0 13A-2ocsl 0.201 sw 5,69 4.35 0 0 0 0 0 0 0 0 1100 0.390 sw 11.04 11.99 0 0 0 0 0 s 0 p 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 2A-2ov 0.340 w 0.00 0.00 0 0 0 0 0 0 0 0 13A•2ocs 0.201 w 5.69 4.35 0 0 0 0 98 59 336 257 2A-2ov 0.340 w 9.62 30.36 0 0 0 0 0 0 0 0 2A-2ov 0.340 w 9,62 30.36 0 0 0 0 0 0 0 0 2A-2ov 0.340 w.: 9.62 30.36 0 0 0 0 3J 0 374 1180 P 12C-Osw 0.091 2.58 1.44 0 0 0 0 0 0 0 0 L-D 11DO 0.390 n 11.04 11,99 0 0 0 0 0 0 0 0 168 3810: 0.026 0.74 1A1 0 0 0 0 0 0 0 0 F 20P-19t 0.050 0.00 0.00 0 0 0 0 0 0 0 0 0.989, 27M 0.00 19 0 w .: o . a - Q 121 1i 2sa 0 61 c) AED excursion 01 499 Envelope loss/gain 0 0 1004 1936 12 a) Infiltration 1 0 0 193 611 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 Q Appliances/other 5 0 Subtotal (lines 6 to 13) 0 5 1197 1997 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 0 5 1197 1997 151 Duct loads 115%1 15 / 0 1 15 % 1 15 % 180 300 Total room load 0 5 1377 2296 Air required (clm) 0 0 60 111 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 41- wrightsoft• 2018-May-17 08 56 07 Right-SuIOD Universal 2018 18.0 13 RSU24011 Page 5 nasiasiaRGRS Lot232ThornbrookeAnaslasiaBGRS rup Calc MJ8 Rouse laces: S DEL -AIR Right-JO Worksheet ahu 1 DEL -AIR HEATING &AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot232Tho rn broo keAnastas... Date: 5/17/18 By: JA 1 Room name Ulf pwdr 2 Exposed wall 6.5 It 12.0 It 3 Room height 9.3 If heat/cool 9,3 It heat/cool 4 Room dimensions 6.5 x 6.5 If 6.5 x 6.5 If 5 Room area 42.3 ft2 42.3 Q2 Ty Construction U-value Or HTIVI Area (w) Load Area (It') Load number Btuh/ft2-'F) Bt /fIZ) I or perimeter (ft) Bt jh) I or perimeter (It) Bluh) Heat Goo[ Gross N/P/S Heat Cool Cross N/P/S Heat cool 6 VL212C-Osw 0.091 in 0.00 0.00 0 0 0 0 0 0 0 0 P-A -2ov 0.340 n 0,00 OM 0 0 0 0 0 0 0 0 2B-2fv 0.340 n 0.00 0.00 0 0 0 0 0 0 0 0 V t 13A,2ocs 0.201 n 5,69 4.35 0 0 0 0 0 0 0 0 1 2A -2omd 0.580 n 16,41 16.85 0 0 0 0 0 0 0 0 21A-2ov 0.340 n 10.58 0 O 0 O 0 0 0 0 t-.rl 12C-Osw 0.091 e 119,62 0.000O 11* 00 0 0 0 0 0 0 0 0 2A-2oy 0,340 e OM 0.00 0 0 0 0 0 0 0 0 t__G 13A-2ocs 0.201 e 5.69 4.35 0 0 0 0 0 0 0 0 2A-2ov 0.340 e 9.62 30.36 0 0 0 0 0 0 0 0 t-G 12C-Osw 0.091 S 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov 0,340 s 0.00 0.00 0 0 0 0 0 0 0 0 W 13A-2ocs 0.201 s 5.69 4.35 0 0 0 0 51 51 292 223 t I 3A-2ocs 0,201 sw 569 4.35 0 0 0 0 0 0 0 0 I DO, 0.390 sw 11.04 11,99 0 0 0 0 0 0 0 00 12C-Osw 0.091 w 6.00 0.60 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 2A-2ov 0.340 w 0.00 0.00 0 0 0 0 0 0 0 0 13A-2ocs 0.201 w 5.69 4.36 61 48 271 208 61 55 315 241 2A-2ov 0.340 w 9.62 30,36 0 0 0 0 5 0 51 160 2A-20v 0.340 w 9,62 30.36 13 0 125 393 0 0 0 0 2A-20v 0.340 w_ 9.62 30.36 0 0 0 0 0 0 0 0 11- D 12C-Osw 11DO 0.091 58 1.44 0 6 0 0 0 0 0 0 1613-38ad 0.390 0,026 n 11,04 0.74 111.99 11.41 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 F 20P-19t 0.050 0.00 0.00 0 0 0 0 0 0 0 0 F 22A-tpl, 0.9$9 27.99, 0,00 42 7 182___ 0, 42 12 336 0 6 c) AED excursion 1001 24 Envelope loss/gain 578 701 993 648 12 a) Infiltration 120 38 221 70 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/ol her 600 0 Subtotal (lines 6 to 13) 697 13391 12141 718 Less external load 0 0 0 0 Less transler 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 697 1339 1214 718 15 1 Duct loads 1 15% 15% 105 201 151/.] 151% 182 108 Total room load 802 1540 1396 826 Air required clirm 351 75, 60 40 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Right -Suited Universal 2018 18 0 13 RSU24011 2018lvlay 17 08 56 07 Page 6 east isiaBGRS,Lot232Thoitit)rookeAnastasiaBGRS rup Calc - MJ8 House faces S DEL AIR Right-JO Worksheet Maw ` AM rxarMMOMe ah u 1 DEL -AIR HEATING & AIR CQNDITIONING 531 CODISCO WAY. SANFORD, FL 32771 hone: 407-333-2665 Fax 407-333-3853 Web: WWW DEL -AIR COM Job: Lot232ThornbrookeAnastas... Date: 5/17/18 By: JA 1 Room name family nn dining rm 2 Exposed wall 35.0 It 10.0 It 3 Room height 9.3 It heat/cool 9.3 It heat/cool 4 Room dimensions 20.5 x 14.5 It 1.0 x 210.0 It 5 Room area 297.3 ft2 210.0 It' Ty Construction U-value Or HTM Area (ft2) Load Area (Its) Load number Btuh/It2-°F) BtuiVft2) or perimeter Qq Btuh) or perimeter (11) Btuh) Heat Cool Gross N/P/S Heat Cool Gross NIP/S Heat Cool 6 V 12C-Osw 1 0.091 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 0I---GG 2B-2fv 0.340 n 0.00 0.00 0 0 0 0 0 0 0 0 13A-20cs 0.201 n 5.69 4.35 135 71 405 310 0 0 0 0 11 2A-2omd 0.580 n 16.41 16.85 64 0 1050 1078 0 0 0 0 2A-2ov 0.340 n 9.62 10.58 0 0 0 0 0 0 0 0 Vt! 12C-Osw 0.091 a 0,00 0.00 0 0 0 0 0 0 0 0 t--C 2A-20v 0.340 a 0.00 0.00 0 0 0 0 0 0 0 0. U11 13A-2ocs 0.201 e 5.69 4.35 191 191 1088 832 93 54 310 237 2A-2ov 0.340 e 9.62 30.36 0 0 0 0 39 0 374 1180 V?/ 12C-0sw 2A-20v 0.091 0,340 s s i 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-2ocs 0.201 s 5,69 4.35 0 0 0 0 0 0 0 0 Nfit 13A-2ocs 0,201 sw' 5.69 4.35 0 0 0 0 0 0 0 0 11 DO , .... .. 0.390 sw. 11.04 11.99 0 0 0 0 0 0 0 0 12C-0sw 0.(D91 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 2A-2ov 0.340 w 0.00 0.00 0 0 0 0 0 0 0 0 13A 2ocs. 2A-2ov 0201 0,340 w w 5.69 9,62 4.35 30.36 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A-2ov 0.340 w 9.62 30,36 0 0 0 0 0 0 0 0 2A-20v. 340 w' Q 30.36 0 0 0 0 0 0... 0 P L-D 12C-Osw 0.091 2.58 1,44 0 0 0 0 0 0 0 0 11 DO 166-38ad 0.390 0.026. n 11.04 0.74 11.99 1.41 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0C F 20P-19t 0.050 0.00 0.00 0 0 0 0 0 0 0 0 F ...: 22A•tpl, i . ., v0.989 27,,$9 0.00 297 35 980 0 210 10 200 0 6 c) AED excursion 299 264 Envelope loss/gain 3524 1922 963 1681 12 a) Infiltration 644 204 184 58 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 4 920 1 230 Appliances/other 0 0 Subtotal (lines 6 to 13) 4167 3046 1147 1969 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 4167 3046 1147 1969 15 Duct loads 15 % 15 % 625 457 151% 15 % 172 295 Total room load 4792 3503 1319 2264 Air required (clm} 207 170 57 110 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. t44- wri9F tso Ft" 2018-May-17 08:56:07 Righl-SuileO Universal 2018 18.0.13 RS024011 Page 7 naslnsiaBGRS Lo1232ThornbrookeAnastasiaBGRS-FLIP Calc = MJ8 House faces: S DEL -AIR Rihght-JO Worksheet WAtIM, AM 0110=I111au 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: Lot232Th orn brookeAnastas... Date: 5/ 17/18 By: JA 1 Room name pantry kitchen 2 Exposed wall 0 It 19.4 It 3 Room height 9.3 It heat/cool 9.3 It heat/cool 4 Room dimensions 6.0 x 3.5 It 1.0 x 308.0 It 5 Room area 21,0 It' 308.0 N2 Ty Construction U-value Or HTM Area (W) Load Area (w) Load number BlulVI('-' F) Btu /(tl) or perimeter (fI) Bt th) or perimeter (ft) Btuh) Heat Cool Gross WIP/S Heat Cool Gross N/P/S Heat Cool 6 2C-Osw OMI n I]LOO 0.00 0 0 0 0 0 0 0 0 T 1 2A- 2ov 0. 340 n 0.00 0.00 0 0 0 0 0 0 0 0 2B-2(v 0.340 n 0.00 OM 0 0 0 0 0 0 0 0 V 13A.2ocs 0.201 n 5.69 4,35 0 0 0 0 0 0 0 0 1 2A-2omd 0,580 n 16.41 16,85 0 0 0 0 0 0 0 0 2A-2ov 0, 340 n 9,62 10.58 0 0 0 0 0 0 0 V 12C-Osw 0.091 e 0.00 OM 0 0 0 0 0 0 0 0 0 L 2A-20v0.340 e 0.00 0.00 0 0 0 0 0 0 0 0 yJ 13A -2ocs 0.201 e 5.69 4.35 0 0 0 0 135 135 770 589 t--" 2A-2ov 0.340 e 9.62 30.36 0 0 0 0 0 0 0 0 120-0sw 0, 091 a 0.00 0.00 0 0 0 0 0 0 0 0 VL-G 2A-20v 0.340 s OM OM 0 0 0 0 0 0 0 0 W 13A-2ocs 0.201 s 5.69 4.35 0 0 0 0 0 0 0 0 1 3A-2ocs 0,201 a w 55.69435 0 0 0 0 46 24 134 102 0.390 sw 11.04 11.99 0 0 0 0 4 23 250 272 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 2A-2ov 0. 340 w 0.00 0.00 0 0 0 0 0 0 0 0 VL 1 3 A 20rs 0.201 w 5.69 4.35 0 0 0 0 0 0 0 0 2A-20v 0. 340 w 9,62 30.36 0 0 0 0 0 0 0 0 2A-2ov 0, 340 w 9.62 30,36 0 0 0 0 0 0 0 0 2A-2ov 40 0.340. w9.62 30.36 0 0 0 0 0 0 0 P 12C-Osw 0.091 2,58 1.44 0 0 0 0 240 218 562 315 LIDO 0,390 n 11.04 11.99 0 0 0 0 22 22 243 264 168-38ad 0. 026 0.74 1.41 0 0 0 0 12, 12 17 F 261F-19t 0.050 0.00 0,00 0 0 0 0 0 0 0 0 F_ 22A- 0. 989 27.99 0.00 21 0 0 0 306 19 543 0 6 c) A ED excursion 01 257 Envelope loss"gain 0 01 2511 1303 12 a) Infiltration 0 01 358 113 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 5 1200 Subtotal (lines 6 to 13) 1 0 5 2869 2616 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 0 51 2869 2616 15 Duct loads 15% 15% 01 1 5%1 430 392 Total room load 0 5 1 1 13299 3008 Air required (c( m) 0 a 143 1 146 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 14- 2018-May- 17 08 56 07 Right SuileO Universal 2018 18 0 13 RSU24011 Page 8 ACGA nastasiiBGRS Lo12321tiorribrookeAria5( asiaBGRSfup Calc = MJ8 House faces: S DEL -AIR Right-M Worksheet ranTIM,AM r»Tt 11 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: Lot232ThornbrookeAnastas... Date: 5/17/18 By: JA 1 Room name ahu 2 an 2 2 Exposed wall 169.0 it 39.5 It 3 Room height 9.0 it 9.0 It heat/cool 4 Room dimensions 14.5 x 15.5 it 5 Room area 1469.3 ft2 224.8 fl2 Ty Construction U-value Or HTM Area if (1) Load Area (w) Load number Bhrhllt2-°F) BtulVf(2) or perimeter (it) Btuh) or perimeter if I) Bhrh) Heat Coal Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Vj! 12C-Osw 0.091 n 2.58 2.34 270 200 515 469 140 110 282 257 2A-2ov 0.340 n 9.62 10.58 30 0 289 317 30 0 289 317I--GG 2B-2fv 0.340 n 9.62 10,58 40 0 385 423 0 0 0 0 13A-2ocs 0.201 n 0.00 0.00 0 0 0 0 0 0 0 0 1 1 2A 2omd 0.580 n 0.Q0 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 y/ 120-Osw 0.091 e 2.58 2.34 491 461 1186 1079 86 86 220 200 L- C 2A-2ov 0.340 e 9.62 30.36 30 0 289 911 0 0 0 0 Vt 13A-2ocs 0,201 e 0.00 0.00. 0 0 0. 0 0 0 0 0 G 2A-2ov 0,340 e 0.00 0.00 0 0 0 0 0 0 0 0 V)/ 12C-Osw 0.091 s 2.58 2,34 270 240 618 562 0 0 0 0 G 2A-20v 0.340 s 9,62 10.77 30 26 289 323 0 0 0 0 W 13A 2ocs 0.201 s 0.00 0.00 0 0 0 0 0 0 0 0 VI( L-•.-D 13A•2ocs 0.201 sw 0.00 0.00 0 0 0 0 0 0 0 0 11 DQ 0.390 sw 0.00 0.00 0 0 0 0 0 0 0 0 12C-Osw 0.091 w 2.58 2.34 491 470 1209 1100 131 131 336 306 C, 2A-2ov 0.340 w 9.62 30.36 6 0 58 182 0 0 0 0 G 2A-2ov 0.340 w 9.62 30.36 15 0 144 455 0 0 0 0 fih13A-2ocs 0,201 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 2A-2ov 0.340 w OM Q.OQ 0 0 0 0 0 0 0 0 2A-2ov 0.340 w 0,00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0PI-D 12C-Osw 0,091 0.00 0 O Q 0 0 11 DO 0.390 n 0.00 0.00 0 0 0 0 0 0 0 0 C 16B38ad _ 0.026 O.74 1.41 1469 1469 1081 2072 225 225 165 317 F 20P-19t 0,050 1.41 0.71 13 13 18 9 0 0 0 0 F 22Adpl _ 0.989 O.QO 0.( 0 0 0 0 0 0 0 0 6 c) AED excursion 0 114 Envelope loss/gain 6080 7904 1292 1283 12 a) Infiltration 2998 949 701 222 b) Room ventilation 0 0 0 0 13 Internal gains. Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 9078 8853 1993 1505 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 9078 8853 1993 1505 15 1 Duct loads 1 47 % 76 % 4297 6761 47 % 76 % 943 1149 Total roorn load 13375 15614 2936 2654 Air required (cirri) 840 840 184 143 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigFstsoft^ 2018-May-17 08 56 07 Right-Suite(Y Universal 2018 78A 13 RSU24011 Page 9 nastastaBGRS Lot 232Tnor nbrookeAnastasiaBGRS rup Calc = MJ8 House faces S DEL -AIR Right-JO Worksheet ahu 2 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY. SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot 232ThornbrookeAnastas... Date: 5/17/18 By: JA 1 Room name bth 2 bth 3 2 Exposed wall 9.0 It 11.5 It 3 Room height 9.0 It heat/cool 9.0 It heat/cool 4 Room dimensions 9.0 x 6.0 It 11.5 x 6.0 It 5 Room area 54.0 ft2 69.0 ft2 Ty Construction U-value Or HTM Area (f(2) Load Area (ft2) Load number Stuh/ft2°F) Btuh/ft2) or perimeter (fl) Bluh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Vjl 12C-Osw 0.091 in 2.58 2.34 0 0 0 0 0 0 0 0 2A-2ov 0.340 n 9.62 10.58 0 0 0 0 0 0 0 0 2B-2fv 0.340 n 9.62 10.58 0 0 0 0 0 0 0 0 13A-2ocs 0.201 n 0.00 0.00 0 0. 0 0 0 0 0 0 11 2A-2omd 0.580 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 t-G 12C-Osw ` 0.091 e 258 2 34 0 0 0 0 0 0 0 6 2A-2ov 0.340 a 9.62 30.36 0 0 0 0 0 0 0 0 0 0y/ 13A-2ocs 0.201 e 0.00 0.00 0 0 0 0 0 0 G 2A-2ov 0.340 e 0.00 0.00 0 0 0 0 0 0 0 0 y! 12C-Osw ' 0.091 s 2.58 2.34 0 0 0 0 s 0 0 0 0 2A-2ov 0.340 s I 9.62 10,77 0 0 0 0 0- 0 0 0 W 13A-2ocs 0.201 s 0.00 0.00 0 0 0 0 0 0 0 0 VI! 13A-2ocs 0.201 sw 0.00 0,00 0 0 0 0 0 0 0 0 L--D 11 DO 0.390 sw 0.00 0.00 0 0 0 0 0 0 0 0 12C-Osw 0.091 w 2.58 2.34 81 75 193 176 104 104 267 243 G 2A-2ov 0.340 w 9.62 30.36 6 0 58 182 0 0 0 0 G 2A-2ov 0.340 w 9.62 30.36 0 0 0 0 0_ 0 0 0 213A-ocs 0.201 w 0.00 0.00 0 0 0 0 6 0 6 0 2A-2ov 0.340 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 2A-2ov 0.340 w 0.00 0.00 0 0 0 0 0 0 0 0 P 12C-Osw 0.091 0.00 0.00 0 0 0 0 0 0 0 d0 L-D 11DO 0.390 n_. 0.00 0.00 0 0 0 0 0 0 0 0 C 16B-38ad' 0.026 0.74 1.41 54 54 40 76 69 69 51 97 F 2OP-19t 0.050 1.41 0.71 0 0 0 0 0 0 0 0 F _.22A-tp1- 0.989 7 :. 0.00 0.00 0 0 0 0 O A.- O 0. 6 c) AED excursion 65 -29 Envelope loss/gain 2911 5001 1 1 3171 311 12 a) Infiltration 160 51 204 65 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants P 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 450 550 521 376 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 450 550 521 376 151 Duct loads 147 76 % 213 420 47 / 176 2471287 Total room load 663 970 1 768 663 Air required (elm) 42 521 48 36 Calculations approved by ACCA to meet all reauirements of Manual J 8th Ed I- -• wr:ghtsoR ° 2018-May-17 08,56:07 Right-SuitetO Universal 2018 18.0.13 RSU24011 Page 10 nastasiaBGRSiLo1232ThornbrookeAnastasiaBGRS.rup Calc -- MJ8 House faces: S QEL AIR Right-M Worksheet M, TM •,ter OMMmoM® ah u 2 DEL -AIR HEATING & AIR CPNDITIQNING 531 CODISCO WAY. SANFORD. FL 32771 hone 407-333-2665 Fax: 407333-3853 Web: WWW.DEL-AIR.COM Job: Lot232ThornbrookeAnastas... Date: 5/17/18 By: JA 1 Room name rm 4 rm 3 wic 2 Exposed wall 28.0 It 7.0 It 3 Room height 9.0 it heat/cool 9.0 it heal/cool 4 Room dimensions 14.0 x 14.0 It 9.5 x 5.0 It 5 Room area 1%.0 ft2 47.5 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (It2) Load number BtutVl11-°F) Bluh/W) or perimeter (it) Blunt or perimeter (it) Bluh) Heat Cool Grass N/P/S Heat Cool Gross N/P/S Heat Cool 6 y 12C-Osw 0.091 n 2.58 2.34 0 0 0 0 0 0 0 0 2A-2ov 0.340 n 9.62 10.58 0 0 0 0 0 0 0 0 2B-2fv 0.340 n 9.62 10.58 0 0 0 0 0 0 0 0 13A-2ocs 0.201 n 0.00 0.00 0 0 0 0 0.. 0 0 0 11 I--G 2A-2omd 0.580 n 0.00 0.00 0 0 0 0 0 0 0 0 L- G 2A-2ov 0.340 in 0.00 0.00 0 0 0 0 0 0_ 0 0 y/ t012C-Osw 0.091 a 2.58 2.34 0 0 0 0 0 0 6 l--. 2A-2ov ;, 0.340 e 9 62 30.36 0 0 0 0 0 0 0 0 VY 13A-2ocs 0.201 e 0.00 0.00 0 0 0 0 0 0 0 0 I-C 2A-2ov 0.340 e 0.00 0.00 0 0 0 0 0 0 0 0 12C-Osw 0.091 s 2.58 2,34 126 111 286 266 45 45 116 105 2A-2ov 0.340 s 9.62 10.77 15.. 13 144 162 0 0 0 0 W 13A-2ocs 0.201 s 0.00 0.00 0 0 0 0 0 0 0 0 ti3A-2ocs' 0.201 sw 0.00 0.00 0 0 0 0 0 0 0 0 i1Do 1 0.390 sw 0.00 0.00 0 0 0 0 0 0 0 00 V J 12C-Osw 0.091 w 2.58 2.34 126 111 286 260 18 18 46 42 f--C 2A-2ov 0.340 w 9.62 30.36 0 0 0 0 0 0 0 0 2A-2ov 0.340 w 9.62 30.36 15 0 144 455 0 0 0 0 13A-2ocs 0.201 w 0.00 0.00 0 6 0 0 6 0 0 0 2A-2ov 0.340 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 9A_9nv n 'Mn W n nn n nn n n n n n n n n U . 1bti-:RSM _ U.U2b F 20P-19t 0.050 Fr-- ._,,. 22A40 , 0.989 o.00I _01 144 276 48 46 35 67 0 0 11 11 16 8 0 0 I 9.. 0. 0 0 6 c) AED excursion 70 -19 Envelope loss/gain 1 1005 1483 1 1 213 204 12 a) Infiltration 497 157 124 39 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 1502 1641 337 243 Less external load 0 0 0 0 Less transler 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1502 1641 337 243 15 Duct Toads 47 / 76% 711 1253 47l 76% 160 186 Total room load 2212 2894 497 429 Air required (cfm) 139 156 31 23 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigl tsofc 2018-May-17 08:56 07 AGP """' ^"" Righl-Suileff Universal 2018 18 0 13 RSU24011 Page 11 nastnsi BGRS,Lot232ThornbraokeAnastasiaBGRS_rup Caic = MJ8 House laces S m DEL -AIR Right-J® Worksheet laarsre , AM IMMU Ms ah u 2 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR COM Job: Lot232ThornbrookeAnastas... Date: 5/17/18 By: JA 1 Room name nn 3 loll 2 Exposed wall 24.0 it 11.5 It 3 Room height 9.0 It heal/coal 9.0 it heaticool 4 Room dimensions 13.0 x 11.0 It 11.5 x 11.0 it 5 Room area 143.0 ftz 126.5 it' Ty Construction U-value Or HTM Area ir) Load Area (II') Load number Stuh/ft2- °F) Btuhr9t2) or perimeter (It) Eftuh) or perimeter (It) 6tuh) Heat Cool Gross N/P/S Heat Cool Gross N/PIS Heat Cool 6 U 0.091 n 2.58 234 0 0 0 0 0 0 0 0G12C-Osw 2A-2ov 0.340 n 9.62 10,58 0 0 0 0 0 0 0 0 26.2fv 0.340 n M2 10.58 0 0 0 0 0 0 0 0 13A-2ocs 0.201 n 0.00 0.00 0 0 0 0 0 0 0 0 11 2A-2omd 0.580 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 t-G 12C-Osw 0.091 a 2.58 2.34 117 117 301 274 104 74 189 172 2A-2ov _ 0.340 a 9.62 30.36 0 0 0 0 30 0 289 911 Vj1 13A-2ocs 0.201 e 0.00 0.00 0 0 0 0 0 0 0 0 L--( 2A-2ov 0.340 e 0.00 0.00 0 0 0 0 0 0 0 0 Vj! 12C-Osw 0,091 s' 2.58 234 99 84 216 197 0 0 0 0 2A-2ov 0.340 s 9.62 10.77 15 13 144 162 0 0 0 0 W 13A-2ocs 0.201 s 0.00 0.00 0 0 0 0 0 0 0 0 Nt 13A2ocs 0.201 sw 0.00 0.00 0 0 0 0 0 0 0 0 1100 0.390 sw 0.00 0.00 0 0 0 0 0 0 0 0 12C-Osw 0.091 w 2.58 2.34 0 0 0 0 0 0 0 0 2A-2ov 0.340 w 9.62 30.36 0 0 0 0 0 0 0 0 2A-2ov 0.340 w 9.62 30.36 0 0 0 0 0 0 0 0 y 0.201 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 0G13A- 2ocs 2A-20v 0.340 w 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov _ 0.340 w 0•00 0 0 0 0 0 0 0 0 P 12C-Osw 0.091 0.00 m0A 0.00 0 0 0 0 0 0 0 0 L--D 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 2OP-191 0.050 1.41 0.71 1 1 2 1 0 0 0 0 F - 22A-tpl_ 0.989 O.QO 0,11A 0 0 0 0 0 0 0 0 6 c) AED excursion 52 235 Envelope loss/gain 769 783 571 1496 12 a) Infiltration 426 135 204 65 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 1194 918 775 1561 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1194 918 775 1561 15 Duct loads 471/. 76% 565 701 47% 76%1 3671 1192 Total room load 1760 1620 1142 2752 Air required (clrn) ill 87 72 148 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. oz -r°r:_ 2018-May-17 08:56:07 Right-SuileO Universal 2018 18.0 13 RSU24011 nastasiaBGR9, Lot 232ThornbrookeAnas I aslaBGR S.rop Cale = MJ8 House faces: S Page 12 DEL -AIR Right-JO Worksheet HUM . AM cotmmolAllA 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 Job: Lot 232ThornbrookeAnastas... Date: 5/17/18 By: JA 1 Room name open to below stairs 2 Exposed wall 35.0 fl 3.5 It 3 Room height 9.0 It heat/cool 9.0 It heat/cool 4 Room dimensions 20.5 x 14.5 it 1.0 x 311.3 it 5 Room area 297.3 ft2 311.3 ft2 Ty Construction U-value Or HTM Area (fie) Load Area (fl') Load number Btuh/ft2-°F) Bluh/ft2) or perimeter ft) Btuh) or perimeter fl) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C-Osw 0.091 n 2.58 234 131 91 233 212 0 0 0 0 2A-2ov 0.340 n 9.62 10.58 0 0 0 0 0 0 0 0 2B-2fv 0.340 n 9.62 10.58 40 0 385 423 0 0 0 0 13A-2ocs 0.201 n. 0.00 0.00 0 0 0 0 0_ 0 0 0 11 G 2A-2omd 0.580 n 0.00 0.00 0 0 0 0 0 0 0 0 I-( 0.340 n_ 0.00 OM 0 0 0 0 0 0 0 W 2A-2ov 12C-Osw" 0.091 a 2.58 2.34 185 185 475 432 0 0 6 0 t--G 2A-2ov .: 0.340 e' 9,62 3036 0 0 0 0 0 0 0 0 NI 13A-2ocs 0.201 e 0.00 0.00 0 0 0 0 0 0 0 0 G 2A-2ov 0.340 e 0.00 0.00 0 0 0 0 0 0 0 0 y! 12C-Osw 0.091 s 2.58 2.34 0 0 0 0 0 0 0 0 2A-2ov,. 0.340 s 9.62 10.77 0 0 0 0 0 0 0 0 W 13A-2ocs 0.201 s 0.00 0.00 0 0 0 0 0 0 0 0 13A•2ocs 0.201 sw 0.00 0.00 0 0 0 0 0 0 0 0 11DO , ,.... 0.390 swc 0.00 0:-00 0 0 0 0 0 0 0 0 V 1 12C-Osw 0.091 w 2.58 2.34 0 0 0 0 32 32 81 74 f-G 2A-2ov 0.340 w 9.62 30.36 0 0 0 0 0 0 0 0 C 2A-2ov 0.340 w_ 9.62 30.36 0 0 0 0 0 0 0 0 13A-2ocs 0.201 w 0.00 0.00 0 0 0 0 0 0 6 6 2A-2ov U40 w` 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov 0.340 w OM 0.00 0 0 0 0 0 0 0 0 2A 2ov -_ _ _ , 0,340 0M 0 00 0 0 0 0 0 0 0 0 P' 12C-Osw 0.091 w 0.00 0.00 0 0 0 0- 0 0 0 0 1-D 11 DO 0.390 n_ 0.00 0.00 0 0 0 0 0 0 0 0 166-38ad;. 0.026 0.74 1.41 297 297 219 419 311 311 229 439 F 2OP-19t 0.050 1.41 0.71 0 0 0 0 0 0 0 0 F....... _;22A•tpl. 0.989 s.i 0.00 0.00 0 0 0 0 0 0: 0 0. 6 c) AED excursion 119 38 Envelope toss/gain 1312 1368 310 475 12 a) Infiltration 621 197 62 20 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 01 0 Subtotal (tines 6 to 13) 1933 1565 372 495 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1933 1565 372 495 15 Duct loads 47% 76 % 915 1195 47 % 76 % 176 378 Total room load 2847 2759 548 873 Air required (cfm) 179 148 34 47 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 4• r rVg- tsoft^ 2018-May-17 08:56:07 Right-Suitew Universal 2018 18 0 13 RSU2401/ AGA Page 13 nastasiaBGRS Lot 232ThornbrookeAnasIasiaBGRS rup Calc MJ8 House faces: S DEL -AIR Duct System Summary Hg,AMN011s ahu 1 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD. FL 32771 Phone 407-333-2665 Fax 407 333-3853 Web. WWW.DEL-AIR.COM For: Taylor Morrison 580 Red Rose Lane, FL Job: Lot232ThornbrookeAna... Date: 5117/18 By: JA Heating Cooling External static pressure 0.30 in H2O 0.30 in H2O Pressure losses 0.06 in H2O 0.06 in H2O Available static pressure 0.24 in H2O 0.24 in H2O Supply / return available pressure 0,120 / 0.120 in H2O 0.120 / 0.120 in H2O Lowest friction rate 0.148 in/100ft 0.148 in/100ft Actual air flow 840 cfm 840 cfm Total effective length (TEL) 162 ft Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Mail Actual Ln (ft) Ftg.Egv Ln (ft) Trunk dining rm C 2264 57 110 0.196 6.0 Ox 0 VIFx 27.1 95.0 Sit family rm h 4792 207 170 0.183 8.0 Ox 0 VIFx 36.2 95.0 SO kitchen e 3008 143 146 0.212 8.0 Ox 0 VIFx 18.0 95.0 Stl mstr bth h 1372 59 28 0.160 5.0 Ox 0 VIFx 40.3 110.0 st3 instr rm h 5067 219 160 0.148 9.0 Ox 0 VIFx 52.0 110.0 st3 rrlstr we C 5 0 0 0.163 4.0 Ox 0 VIFx 37.5 110.0 st3 mstr wic C 5 0 0 0.159 4.0 Ox 0 VIFx 41.1 110.0 st3 pantry C 5 0 0 0.209 4.0 Ox0 VIFx 19.6 95.0 sit pwdr h 1396 60 40 0.199 5.0 Ox 0 VIFx 25.5 95.0 sit study c 2296 60 11l 0.164 0 Ox 0 VIFx 36.2 110.0 st3 util c 1540 35 75 0.199 5.0 Ox 0 VIFx 25.5 95.0 sit Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk st3 Peak AVF 338 300 0.148 430 12.0 0 x 0 VinlFlx Stl Stl Peak AVF 840 840 0.148 602 16.0 0 x 0 VinlFlx wrightsoft- 2018-May-17 08 56 08 Right - SuiteQei Universal 2018 18 0 13 RSU24011 Page 1 nastasiaBGRS ! ot232ThornbrookeAnastasiaBGRS rup Calc < MJ8 House faces S Name Grille Size (in) Htg cf M) CIg cfm) TEL f t) Design F R Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rb3 Ox 0 840 840 0 0 0 0 Ox 0 VlFx wrightsoft- 2018-May-17 08 56 08 Right-SLli(eOUniv(,rsal2Ol8l8O.l3RSU24011 Page 2 nasta,,iaBCRSL01232TI1orribrookeAnastasiaBCRS rup Calc - MJ8 House faces S QDEL -AIR Duct System Summary HEATING - AM CONDITKINING a h u 2 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD. FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR COM For: Taylor Morrison 580 Red Rose Lane, FL 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 Job: Lot232ThornbrookeAna... Date: 5/17/18 By: JA 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 Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Mad Actual Ln (ft) Ftg.Egv Ln (ft) Trunk bth 2 c 970 42 52 0.318 4.0 Ox 0 VIFx 5.5 70.0 blh 3 h 768 48 36 0.311 4.0 Ox 0 VIFx 7.1 70.0 loll c 2752 72 148 0.203 6.0 Ox 0 VIFx 33.0 85.0 st2 open to below h 1424 89 74 0.274 6.0 Ox 0 VIFx 17.5 70.0 open to below -A h 1424 89 74 0.286 6.0 Ox 0 VIFx 14.0 70.0 rm 2 h 2936 184 143 0.270 8.0 Ox 0 VIFx 18.8 70.0 rin 3 h 1760 111 87 0.206 6.0 Ox 0 VIFx 31.5 85.0 st2 rm 3 wic h 497 31 23 0.202 4.0 Ox 0 VIFx 33.7 85.0 st2 rm 4 c 2894 139 156 0.281 6.0 Ox 0 VIFx 15.5 70.0 stairs c 873 34 47 0.306 6.0 Ox0 VIFx 8.6 70.0 Name Trunk Type Htg cfm) Clg cfm) Design FR Veloc fpm) Diam in) H x W in) Duct Material Trunk st2 Peak AVF 213 258 0.202 585 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-May-17 08 56 08 Righl-SuileO Universal 2018 18-0-13 RSU24011 Page 3 CA ..naslasiaBGRS\I ot232ThornbrookeAfiastasiaBGRS.rup Calc - MJ8 House laces S 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot232ThornbrookeAnastasiaBGRS Builder Name: Taylor Morrison Street: 580 Red Rose Lane Permit Office: City, State, Zip: FL , Permit Number: Owner: Jurisdiction: 691500 Design Location: FL, Orlando COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit the insulation and an gaps in the air barrier shall be sealed. Y 9 R 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 spa s. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fire son Wer cover plates and walls or ceilinas. a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 5/17/2018 9:06 AM EnergyGauge(O 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 shag include: 0 This checklist 0 A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, e-ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst -case orientation, name and version of the compliance software tool, name of individual completing the compliance report (one page) and an input summary checklist that can be used for field verification (usually four pages/may be greater). 0 Energy Performance Level (EPL) Display Card (one page) 0 HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7 0 Mandatory Requirements (five pages) Required prior to CO for the Performance Method: 0 Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) 0 A completed Envelope Leakage Test Report (usually one page) 0 If Form R405 duct leakage type indicates anything other than "default leakage", then a completed Form R405 Duct Leakage Test Report (usually one page) 5/17i2018 9:06:13 AM EnergyGauge(H) - USRCSB v6.0 Page 1 of 1 FORM R405-2017 Envelope Leakage Test Report Performance FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Performance Method Project Name: Lot232ThornbrookeAnastasiaBGRS Builder Name: Taylor Morrison Street: 580 Red Rose Lane Permit Office: City, State, Zip: I FL , Permit Number: Design Location: FL, Orlando Jurisdiction: 691500 Cond. Floor Area:: 2582 sq-ft. Cond. Volume: 23678 cu ft. Envelope Leakage Test Results Regression Data: C: n: R: Single or Multi Point Test Data HOUSE PRESSURE FLOW: Pa cfm Leakage Characteristics Required ACH(50) from FORM R405-2017: 2 Pa cfm Tested ACH(50) 3 Pa cfm Tested leakage must be less than or equal to the 4 Pa cfm required ACH(50) shown on Form R405-2017 for 5 Pa cfm this building. If the tested ACH(50) is less than 3 the building must have a mechanical ventilation 6 Pa cfm system. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2 ... Testing shall be conducted with a blower door at a pressure of 0,2 inches w,g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open, 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed, 5. Heating and cooling systems, if installed at the time of the test, shall be turned off, and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. SIGNATURE: PRINTED NAME: Illy-111111:6 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: 5/17/2018 9:06 AM EnergyGauge@ USA - FlaRes2017 - Section R405.4 1 Compliant Software Page 1 of 1 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods F777 580 Red Rose Lane Permit Number: FL, MANDATORY REQUIREMENTS See individual code sections for full details. SECTION R401 GENERAL R401.3 Energy Performance Level (EPL) display card (Mandatory).The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 InstallationThe components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3. Interior doors, if installed at the time of the test, shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems, if installed at the time of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the test, shall be fully open. R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907, R402.4.3 Fenestration air IeakagdNindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 L/s/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 L/s/m2), when tested according to NFRC 400 or AAMA/ WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. 5/17/2018 9:06 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: 1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. 2. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential. R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfrn (0.944 L/s) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SECTION R403 SYSTEMS R403.1 Controls. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or 7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes, to be "substantially leak free" in accordance with Section R403.3.3. R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. 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. 5/17/2018 9 06 AM EnergyGauge(0 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 heaters shall meet the criteria of Section R403.5.6.2.1. R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar water -heating systems should meet the following criteria: 1. Be installed with a 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. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This Code does not allow designer safety factors, provisions for future expansion or other factors that affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM CFM) MINIMUM EFFICACY a CFM/WATT) AIRFLOW RATE MAXIMUtv CFM) Range hoods Any 2.8 cfm/watt Any In -line fan Any 2.8 cfm/watt Any Bathroom, utility room 10 1 A cfm/watt 90 Bathroom, utility room 90 2.8 cfm/watt Any For SL 1 cfm = 28.3 L/min. a. When tested in accordance with HVI Standard 916 5/17/2018 9:06 AM EnergyGaugeO USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 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. 5/17/2018 9:06 AM EnergyGaugeO 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 -Cow 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 (Mandatorfte 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. 5/17/2018 906 AM EnergyGaugee USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of 5 TYPICAL MASONRY WINDOW SCHEDULE WINDOW WIDTHS j"DOW csu-cm T we rl) z CALI. TOP Zi—c ——-1to10. Rol dir" Cdi, mlbog a B,,1— d 7'klt,--r —t 1* G4 Vi m'ho. gym Rel— A- 1-3 BJld— t. ..it -P w- aXR 4N t STRUM w7 2LJ Z s., "Is! 14 GATHERM ROOM DINV6 LANAI 2 CAR GARAGE C) < 1 16. 16 LLJ LLJ 4 1), iA pal 16 16 8; 4, OWNER' SSU ITE rn PORCH 12. 12 5 6{, A AD 9. 20 1I/bXl e240, JPH 42X42 A/,-- SLAB PI t ar Ay BY BLDR MIN 3' bath duct ED 2' FROM IALL TlIck cap at 4ct Li Can 0wattCapIN, -A-', 0 r e w /f a"' NL t,,,C, 696RN? m Kim -D 1 Rating z 0 z oz F- ca I.- < j 0 5 < Must have a Knimum clearance of 4 inches around the air handler per the State Energy code, All auct has an r=6 insulation a- a: h value. - i in 5rRUCTUW D BBA" 3 Z' Ln 17711Zt85 1 75 d UJ UJ0.6 10,6 751- Icd ct cot 12.1 'j 4 1. ID V"c INA 10.1 rag11 - - - - - - - - - - - - - - - - - - - - - - - - - - 16 rcg 5 145 14 8 I-d 4' BATHS aa;: 20 TO W/5K1 L240V IPH d, 6.10 Pi de MI"' pl tr 0Return Air, --pti.-l-3 BaAd- aar13w/ bath CALCt st pl-lde —st ct- i,, score to roof Cap 'Ace— t on c— to hbi= farr lCD Nutone 696RNB oj ck/ cj/ (n 0 nj z ( lj j f'V CZE:) i I- D Ly Rating z LD I — (20 Must have a rinin- clearance at^ 4 inches around the - handler per the State Energy code. 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O M, aQ ofi I Om2IT -, cRN WAO oym N 2 W im ma N O Aim m ocm o v rm+txomn_Aaz ' CA Zm oxi —+ X, z '' cDvnn m u . c i a f' OCnO MONO m N b'O D pO ° Ln to O O to -y to to O to to to to LQ to N = tU c rn OOClO ODOO+Opp \gpO0ppp0so 0 ELECTRICAL SERVICES, INC. 3400 St Johns Pkwy SANFORD.FL 877-906-1113 STRADAN ELECTRIC • SECURITY STATE CERT .LIC EC13003715 HOLDER: JOSEPH STRADA NEC 2011/f8C 107 ELECTRICAL LOAD CALCULATIONS UPDATED 5.8-2012 MODEL: ANASTASIA BUILDER TAYLOR MORRISON SUBDIVISON VOLT/AMPS TON OTY KW LARGEST LOAD HEAT PUMPS =SUPPLEMENTAL HEAT 1 15572 2 4032 10000 6500 0 Includes Heat Punip and Heat Strips on together @100%. 2.5 5040 10000 6500 0 3 5280 10000 6500 0 Square feel living areal 25851 3 volt/am s 7755 3.5 6168 8000 5200 0 Small Appliance Circuits 3 4500 4 6888 8000 5200 0 Laundry Circuit 1 1500 5 8160 10000 6500 0 Dishwasher 1 1500 Water Heater 1 4500 110 KW SETUP 0 Range 1 8000 4.308333 AC EP1 35.5 12 2.958333 Oven 0 Cooktop 0 Microwave 1 1100 Dryer 1 5000 Disposal 1 500 Pool 0 misc TOTAL OTHER LOAD 34355 FIRST 10KVA@100% 10,000 REMAINDER @ 40% 9742 LARGEST LOAD 15572 TOTAL LOAD 35 314 V.A./ 240VOLTS= 1 147 SIZE RECOMMENDED 1 200 MINIMUM PER 150 SERVICE SIZE: NEC 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 r,4}s y` l .',*U{. Note. This Load Calc is base on the information provided by the builder, The recommended service size will be installed leaving sufficient usage for future homeowner. ENGINEERING PACKAGE Builder: TAYLOR MORRISON Project: 9A6/9A7 THORNBROOK Model/Building: 258MB/258TB Lot: 232 Block: Address: JobNumber: N330074 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 1N;S Ow6 PREPARED FROM COMPUTER INPUT (TOADS i DWNSiONS) SL641TTED By TRUSS NFR STRONGBACK BRIDGING GUIDELINES FOR ROOF TRUSSES Strongback Bridging Guidelines for Roof Trusses Strongback bridging for roof trusses is not a requirement of ANSI-Tp1 1-2002 but it is a strongly recommended guidellne by Carpenter Contractors of America. It serves the following two Junctions: I; Bridging aligns the bottom chords after they are set so they Ire uniform along the ceiling line. This, in turn helps minimize wavy cel-Ings' after the Installation of drywall. 2) Bridging helps 'plantng-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 A inch. Strongback bridging to roof trusses does not serve as temporary or permanent bracing and is not Intended to help distribute or share design loads between trusses. Consequently, no design loads have been accounted for with this detail and continuous strongback bridging should not be attached between common and girder trusses Chet have more than 11 tncn differential deflection. STRONGBACKS SHOULD BE ATTACHED TO MALLS AT THEIR OUTER ENDS OR RESTRAINED BY OTHER MEANS. STRONGBACKS SHALL BE A MININMUM OF 2116, AND SHALL BE ATTACHED AITH A MINIMUM OF THREE 16d COMMON OR (3) 0,131 y 3' GUN NAILS TO A 214 VERTICAL NEB MEMBER The graphic shown, on this detail Is for generic illustrative purposes only. The exact location of strongback bridging will be specified by Carpenter Contractors of Anerlca. The use of strongback bridging shall in no way interfere with any other design considerations specified by the Engineer of Record or Building Designer. 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PSF PSF PSF PSF PSF REF R081- 48357 DATE 07/28/09 ORW HcusRoal 09209398 HC-ENG DR/DR AR36 DUR,FAC, FROM SPACING JREF- 1TT0081_ZI8 HU/HUC/HSUR/L Hangers A I HU and HL,C products are heavy-dtly ha-igers rnadt,. from 14-gauge galvanized steel. The HUGJC is a concealed flange, (face flanges -s turnedturnedinl version of the Hul. I K, is available with both flanges concealed, provided the W dimension is 2Yin" or greater, it I 00-Yo of the table load. cN HUG. I lU is available with one flange, concealed when the W dirne-sioi is Vi,, than 21/,6" at 100% of tno table load. V! Ji/",J A Material: 4 gauge Finish: Gavaritzed; /,K/,AX' and stainless steel avalWAe Installation: Dill the Int,"-diar-neter hole to the srer-ified ery heoment depth plus "'2". AlternativeIV. (JA the ,Y6"-diameter hole, to the srx-,,ofiecl ernhedment depth and taw it clean usinq compressed air. Gamlorl: Oversized-diametor holes in the base: IT1,14,W11 will reduce or eliminate the mechanical interlock of the Threads with the base material ancvoh reduce the anchor's kmA capacity. J, i o A ininit'nurn enlarin e,ge. distance of 1 'b" is required. Options: A Codes: See p. 14 (or Code Referonce. Key Chart CGnce, ledflanqu HUC410 11" rni; a N SIMP99nii HU214 HUC410 Installed on Masonry Block End Wall HUC41 0 Installed on Masonry Block End Wall 279 HU/HUC/HSUR/L Hangers (cont.) I* I pmouct' are aAaok, W lh'Ool' "nal co")t"on pre l"c0o". i-ol "K"e see p. '8. 1 0 280 1. Unfif bads have been nciposecr for earthquake or W nd cl,'ration wit, no furti,er rv;rease is alowW; I 2, Mnimjm fly = 2,500 psi and r'41vium m 1,500 psi. naht or 611 fl'o'g, a. lock i!erModelsith 'X" a, e ,w Fa"tonels: J, L1112111IT119:11WITAIrAm ESIMPSON Simpson HU/HUC/HSUR/L Hangers (cont.) 1W These prcxyucs are w3tllable, '11, alictr"-A corrosion =or more, nfo,^ abon, see, p. 18. 0 cD0 CIO c0 0 load's havo th30- h;reasec to, ewth"'J'3'e or ,-tes: with no h"ther q, roa,-,3 Salowed, 2. Ma wn,rn "', -Z 2.500 psi 4-to f-,rlmum f*, - 1-1' 0 ps , 3,,M)en only one flange is conceikc specify night 0, left concealed 11--icte. 4. V,(,d4s with 'X' am not stock ilems. Al 281 UPDATED 04117/17 Simpson Strong -Tie Wood Construction Connectors SIMPSON Face -Mount Joist Hangers EERfp This product is preferable to similar connectors because of a) easier installation, b) higher loads, c) lower installed cost, or a combination of these features. All hangers In this series have double shear nailing — an jnnova*or that distribute's the load through two [I on each to ct nail for groajer f"",ength. Thv, allows for fewer nails, aster installationand the use of all coirmon na Is for he same connect or i. Doubleshearhangers range fiorn the light capacity LUS hangers the highest capacity I IGr. IS hangers. For tnedium, load truss applications, the MUS offers a I cost alternative and easier o S, Waliorr than :qe hangers, or TIIAhawhileprovidinggreater loadcapacityand bearing than the LUS. HG (JO hangers provide similar capacities as I-IGUS, double: -shear hangers, but they use Stm,-)son Strong -Tie`` S'.rong-D,v(',"SI Heavy -Duty Connector screws instead of nails for faster and easier installation. In addition, the Strong-Drivo SDS Heavy-Pil 'j?y Connector screws help transfer the had between the piles of the supporting girder when they penetrate all piles. Material: Soc tables on pp. 236-237 Finish: Galvanized. Some products available in stainless steel or 7MW coatirg1-A1,' see Corrosion Information, pp. 15-18. Installation: Use: all sped'ied fasteners: see. General Notes. Nails muss he driven at in angle through the fast or truss into I header to achieve the table loads. Fmos(rnStronq-Tie Strong (",rive, SDI; I ieavy-D.Ity Connector screws are supplied with the HGUO, 71ho thickness of the; girder rnust be orjuj to Or greater than the screw length for applications whore the length of the supplied screws exceeds the thickness of the supporting girder, 3" or 41.' z" sciews, may II sw)s11utxj *of the lorr(jer length screws Wh no load re(IL10110n, Jr a ShIt'l block may be used as approved by the Designer. Not designed for w(,k,(,,( j or nailer applications. Options: LUS and MUS hangers cannot be modified. Gon(,oalod flanges are nA availalk, for W1;S and 1-1111 IS. 01hwr sizcs, avartable; consult your Sirnrxson Strong -11 (c representative, Codes: See p. 14 for Code Reference Key Chart I-nable-sr,ea, Nalf- lo Shear Sr« View; Top View b-_ ncj tab I -or 2)cs — VA6 for 4x's 1 GFW to 13 b. A B LUS28 MUS28 lk—, Dxxibl NaArg Sine Vic Available, on some ")0"Jels) U.S. Patent b.i 43rHUS21 0 lusp(" tit js28' and HHt 1S similar) Typical HLJS26 Installation with Reduced Heel Height truss Designer to provide fastener quantity for connecting multiple frrelribo(s IoLjelfief) Q 0 U U) 17 235 t C0 M 236 SirnpsonStiong-Tje llloodCor)strLiclionCrnnectc)i s LUS/MUS/HUS/HHUS/HGUS/HGUQ Face -Mount Joist Hangers (cont.) 1W T et e p,Qaucts are available witt k corrosion These p,udi,cdt s ,fo' rn AaUtr(,, with the Strong-D val protection. For More iriormww)4. seen. 18. Pr ,,D Gorviocic)r screw. S,6e ro. jq-40 to, ,more nformaton. I I Note: Fur dirneruij!ia aid'astcrc, _scl So, o. 237. HHUS/HGUS See Hanger Options 'nformation on pp. 121-121 HHUS — Sloped and/or Skewed Seat HK JS hangers oan he skewed Ina n,^,,xinrvn of 45' and/or sloped to rnaxim„m of .15' f-or skew only, maximum allowable download,s 0.85 of the table loacl For sloped only or sbrxxiar,(,. skewed hangers, the. MaXilnurn allowable download is 0.65 of the lable load Uplift loads for sloped/skewed conditions are 0.72 of the table load, not to exceed 2,475 lb. The joist must be bevel -cut to allow for douolo shear na ling HGUS — Skewed Seat HGUS hangers can be skewed only to a maximum of 45". Allowable loads are: HGUS Seat Width Joist Down Load Uplift W < 2" Square cut 0.62 of table load 0.46 cf table I,ad W < 2* B(--,t(A cut 0.72 of table lead 0.443 of table load 2" < W < 6" Bevel cut 0.85 of table. load 0.41 cJ table load 2" < W < 6" Square cut 0.46 or table load 0.41 of table load W> 6* Bevel cut 0.85 of table load 0.41 of table load Acute side Specify angle Top View HHUS Hanger Skewed Right Joist must bebevel cut; All oist nails installed on the outside angle ( rion-aGule, side). Sirrfpson Sfrang-Tie Wood Construction Connectors $p$Q 1j Face -Mount Hangers 7 These products are available with addtional corrosatn These products are approved for tnstallatior, w: h the C troog-Dme6 protection. For mere information, see p.18. Pr SG' Connector scrow. See pp. 35--40 for mae inonnaticn. i, Upfft Ioads have been increased tar wind or earthquake loading with no further increase allowed. Reduce where othe:-Ioads govern. Xird (tcC) is a download rating. 3. Ninimsm hed height shown is required to achieve rill rabks load.,. For less than minfrncm heel height, see teohrleal bulletin T-C-RF['.HF@_ at strongtie.com. 4. 1ILJ S chord cross -grain ter s on may I.n,A allowable loads in accordance wilt: ANSVTFI 'r-2007. Simpson Stro,g, ie- G.o,stoctor Solectnt" Sohwao r>.rk;des the evaluation of tc s-arair. tens or in its hanger aViwatke loads. or add Tor al infur•a,aticn o,tact SI - psai Svo,t,T e. 5. Simpson Strorg Tle Strong-Drrde" COS f-eavy-Duty Connector screws are permitted to be nstaAec though metal truss plates as approved by the Truss Desigr: er, brovded the requ rernen's of ANSVT[,l 1 J Sectb=us 7.5.3.4 and 3. 9.2 are met (;ore-,:,,4ng required througn I•eAlate using a max mum ct 6. S.raxg-Dri-,re SOS Heavy -Duty Connects sco s tt a pwietrate aA 0, as o, the suppoong girder scree, rnuat penetrat., a irrnir'U Gf ' info tfw I.st t ss jy) ay also ba used to ;ranser the koo Ihroug~. all the files of tl-e suppofling girder. When Strong-Dwe SDS Heavy -Duty Cornector screws do not penetrate all pies of the supporting g rider truss, sueplemsntal S+song-D ve SOS Heavy -Duty Core^ fcr =Crvw5 3t tIV: h<ng6r kK ,i ^-S may b(; rIXal, feX7 tC [r;uYSf('f thg k':f1d to the truss pk .s not oeaetrated by the face fasteners, as deternir iedby the Eesiq - r. 7. - he scppo^.mg girder truss mint have adequate thickness to aocommodate ttie screw lerigm, se that the screw does nct protrude out the back of the 3'- or 41h'-b^g Strong -Drive SDS Heavy -Duty GortneCtor screws m,,: y be substituted for the longer Strorg-Dray: SOS Heavy--C.uty ,ornector crews wrll' no bad sechucficn. 9. 1_oads show are based on min unim of 2-fit}. 2x carrying member for nailed h r ai.,us. W46 3x ca!ty`ng roemn, r,, ion led x 2 ro' nails into t x 1 ceder and 16d commons into the pis: with no Isad recus'oon. With single 2x carryng rnemtxirs, use 10d x I I/` naffs iwc the header and 10d cornrr-ins into the joist, and rodace the load to 0.64 o' the iaole value J. Nails: 76d - 0.IC2" dia. x '4' kang..S,w pp. ?6-2I f" i ah;rnil saes and reformation. 237 0 4) CC0 to 4! M M Simpson Strong -Tie Wood Constructionuction Connectors SIMPSON Al Face -Mount Truss Hanger The HTJ face -mount truss !,anger has nal patterns designed specifically for shallow heel heights, so that full allowable loads (with minimum nailing] apply to heel heights as low as 31/a". Minimum and maximum nailing options provice solution"; for Varying heel heights and end conditions. Alternate allowable leads a,e provided for gaps between the end of the truss, and the uirryir,q member jD to 112" max. W allow for greater construction tolerances(maximum gap for standard allowable loads s 'it" per ASTV DI 761 and D7-1471, C;ee, J(Gfjnjoaj bulletin T-G-HANGER APS at strongtie.com for more info,malion. Material: 16 gauge Finish: Galvanized Installation: Use all specified fasteners: see General Notes Can Ly, installed filing round holes only, o- filling round ard'riangle holes for maximum values see allernale installation for applications using the I iTIJ26 on a 2x4 carrying, r-nomhor or WU28 or HF010 on a 2x6 carrying wernher for add2tionall uplift capacity Options; H-IJ may be skewed up to 67112'. Sea Hanger Options on p. 239 for allowable bads. Jrorlgliexoi-n Codes: See p. 14 for Code Reference Key Chart Min, heel height per table HTU26 It= and carrying member HTU Installation for Standard Allowable Loads ror maxinlrim gap, use Aftemate A11OLVatrie I-CladS.) Typical HTU26 Minimum Nailing Installation hes-, products are avwro'led fc, it siallallorl With the S(,01,g_jDrjj"' 1)o. 30-4G for (note rAormation, Standard Allowable Loads (1/6" Maximum Hanger Gap) Tne maximum ha^get gas, it measured between the p(sl (3r,rusSj er-c and tow ,_a1rv,t1g memzro: 2. Wtin )LATi heel heights` rEIqU10d 'Q( full iablk,, lka(js we based oii a nalirium 2, ' 2 picn, 3. Uplift has Wen inneafoo for wind or eartliquzko loading with no fjrlher uncrease _Ilowco; redcce where other bans govern, 4. Wir, 0 06,-31; A (town"(,,. rating. 5. For hanger gap, rerweon 'A' and 112", use the, Alterr, 0o Allowable Loads. 0Tr 0, o!d cross-gira n tersion may I Inn )JtYR8 le lads 1 11 Ztn ANSI 11-11 : - "nono- 'e, Cm-nectn' Selector'" Alternate Installation - HTU28 Installed on 2x6 Carrying Member 1- 1 R12 10 s(rndol) Scfiware,r,okrJes we evaluator of -cross -warn terson n Its hang alkjWaJe loads. For adcli2onal ( lik"maiun, contact Simprsan bitting -Tie. 7. !_Dads show( are based r; a m,niau, 2-pfY j:Wombat. For srqle 2x_irryng members, use N10 (100 x 1112') nails into the header and the, aillow"anle download to 0.7n of the table value. Tne all-wauk. up'l,n's of the. ta-,le load. 8. Nails: 16c = 0. IC2'6a. x 3,i' long, 1Cd = 0.148" cna. x X long, IOJK1/2"=0,148 dia.xi'h'long, see pp. 2Cv-27for other tiasI s,?ns and tinfo" mo' n '. 238 UPDATED 04117/17 Simpson Strong-Tiewood Construction Connectors SIMPSON Face - Mount Truss Hanger (cont.) T7- ese products are approves for installation with t,e Strong -Drive'* SD Connector screw, see pp. 3t)-4G for mare infor ,anon. Alternate Installation Table for 2x4 and 2x6 Carrying Member See table ahove fcr dfinens'ons and a0d4lonaf tictnotes. 4. Nails: `ud - 0,162' di . x 3'fi' hog 10* 1'f = 0.1 <&" dia. x '-'h' long. 2. Maxi u n ha, ago, goo far its aLurr„te Installa,for is 'h`. See Pp. 26-27 (or ott,e As Baasarui nfonnalion. 3. Wind i160) is a downloaa ratrig. Alternate Allowable Loads (1/2" Maximum Hanger Gap) v, u abk,. ftro rcte> or- p. 3',. Options: See Hanger Opiuris information on op. 121-123. Skewed Seat Skewabke up ,o 671,,2'. Available in single and 2-ply size. No bevel cut required. Allowable Loads for Skewed HTU Hangers 1. UfAf! loads Nava Leerinjeaswi for wind or 3. Maximo -' haiuJur g. ;,, between end of joist (truss', ar:d `ace of earthquake leading with no further increase csrry rr, mer'.ber 5 %A% Vwred. Reduce w",re other bads govern. 4. Nags: 160 0.162' dia. x 3'4' long, 1 Odxl'h = 0,148` do. x 2 Allowable downloads may --ct he increased, rod = 0, f 46' do. x X lon4. Fee pp. 26-27 for other oal sizes and information. flange A:. Acute flange` side Specify angle Top View HTU Hanger Skewed Right < 51 ° Zap ok Specify angle 61' to 671h, Top View HTU Hanger Skewed Right 51 ° 239 I THA/THAC Adjustable Truss Hangers 114 P W#00 This product is preferable to similar connectors because of a) easier installation, b) higher loads, c) lower installed cost, or a combination of these features. The THA series have extra long straps that can be field -formed to give height adjustaWdy and top flange hanger convenience. I HA hangers can be in,,,Ialed as lop flange or face -mount hangers. Tt iA4x and TI IA2x-2 riodels feature, a dense nail paftein in the straps, which provides more inslaltatio-i options and allows for easy top flange. installation. Material: See, table, Finish: Galvanized. Some prod,)cts available in ZMAXI coating; sea Corrosion Intarmatlon, pp 53. Installation: Use all specified fasteners see General Notes. The following installation methods may be used: Top Flange Installation — The straps rn(,st he fieki formed over the header — see table for rnnit nunf top flange requirements. Install top and fjc(, fads acoordi"j to the table. Top, nails shall not be. within V," trorn the f-.,(Jge of lhe. top flange members. For the 11 IA20, nails used foe foist attachment must be driven at an angle so that they penetrate through the crairvoif of the joist and into the neade,, for all other top. flange installation's, straighten the double shear raiIng tabs and install the nabs straight into the joist. Face Mount Installation — Install all face nails accoretric, to the table. Net all had h(ilus will be filled on all models. Ulf models where there are more nail holes than 'equirod, the lowest four face, holes must tie filled. Nails used for the joist attachment rriti- st he driven at an arujle so that they ;)eretrate lhrouqlb the corner of the l);s"t into it)(' header, Alternate Installation — The THA 4x hi,)nqovs may be installed in a top flange configuration using the tabulated fastenets for face - mount ins'Tallat on aria a,,Jbiove. the laoe-nK)unt installaNji loads. Install the tabulated face nails intc,, the face and top of the carrying member. Nails used for the joist attacnment must be driven at an angle so that they penetrate through the comer of the joist Into the heade". Uplift — Lowest face nails must be filled to achieve uplift loads. Options: THA hangers available w Ih the header flanges turned it for Js/ W' (except It IA413) and larger, YAW no load reduction — order It IAC hanger. Codes: See, n. 14 for Code Reference Key Chart I Y" 2'4' tyruG4 z11 1, 110422- 2YIHA 114 fuardHA42-2 422 0 C W" 9 THA422- 2 THA 42&-2 THA29 THA418 OHAG422/T Face ria- Islop ( jails per table lJru fable Double 42 — Use full table value SuIlIc 42 — See footnote, 3 the double abs and install into the joist Typical THA Top Flange Installation on a Nailer except I 10 ?9) Afternate Installation of THA422 Double -Shear ` Donne Doude- Shear Do';tk- Nang Nailing Side Vow She. s de Vies ; Available on Na I n,^" ck- I -IQ! S_.rreodes} Top Viewbeno Ian U. S. Pate'll! " 0""bae, 2 face aaik Total) 4 top naps low) Wl- Straighten the double shear nailing tabs and install lark straight Typical THA422 Top Flange Installation on a 4x2 Floor Truss Typical THA29 Face Mount Installation Typical THA29 Top Flange Installation to 6 W Min. header depth 229 SimpsonStrong-Tie Wood Constiuction Connectors SIMPSON Adjustable Truss Hangers (cont.) a These products are available with a0ditonal corrosion prote.ol,on, For me((-, vi4oimaltoo See p. IS. El A Q4) CC 0 Q 230 11M.4fthas been further nuease '*')W=Cj; red wxewi'erentne'r (cads govern. 2. wr (I (I tw;'s a dow)VAr" la;'ng. 3. For single 4x2:op rcl C-Irprig ;r single 2x ratl:.rs, ino following THA hangers car be installed jsinq 10d x I ',Y'top rails and (21 160 face nails wito!ockiced allowable Laos a, noted: T, 1/14181-1-IA42?: 1,41*5 1,215 Ih. for Sl", Tt-,A426. Ih. for l)F',',P, %-30 If,,, fc r S-' THA422- 2 T-iA,126-2: Ih. f, DF/i, 2,0-S Ih. to, 'T17, Loads amoases on hanger nstallat c s at panel ports. 4, Face -mount scstplia I ion loads are based on min rnt in i of 2-ply 2x carrying member. For single 2x carrinC rnombers. use 10d x 116" nails into the ca—Ving rnernbe, and tabulated fas tc:rous into We caned m,-mlbo r, and use 0.80 of the table value lot 18 gatige, and 0,68 of the table value for IC', QaLJqe and 14 gauge. 5. W). lop Runge refers to the rnnimom longth of strap VWI tra II(AJ f()rrT1o(i (Alo' Ihc, o. For the THA 2x models, one sI,ap uicy be wSallocl accord I,- the *a" aunt '41'ng 'eq',veirel tts anc, the, ether strap wrapped over the hus,, chid according to the tot: fiange, 'la,lug re,"u 'eme'ts (see, drawing on p. 229) anc ac.1hrovorail tanalaten op IT,110oloads. Nails: 1 Bd = 10.162' oia. x 31/,' long. 10d = W =19' do. x kotq Od , 1 ,' = 0, 148' (1 a. x 1,t" Vong. 4ot, pp. X? i to, (, hor nail sr/o,,, av,d on. Simpson Stiong-Tie ]Alood Construction Connectors THAR/L422 Skewed Truss Hangers Uesigped for 4x2 floor trusses and 4x beams, 21Y the Ti lAA/I C22 has a standard skew of 45'. W Straps rni ist be bent lot lop flange installation. PAN railing helps eliminate splOvic; of 4X2 truss hollorn chortk,. Material: 16 gLuge, Finish: Galvan zed Installation: Use all specified fasteners H Soo R"Al I General Notes Straps mu"st be fieh-formed over the 20, header a minimum of 21/x" 3) Minimum and maximum nailinc l soe table (or nailing rectuiremonts V.j " . - Typical THAL422 Installation with Minimum Nailing on a Floor Truss with Double 4x2 Top Chord THAL422 1. UPI,-, has Lee, 1^creased `Q' W'-, or earf-q-fake k)adirq witt- n,,)the. vc,a,we aLwed, re-ti i -e. vvNeIel, othV ,'!s 1. 2. R 30 loads are "' 110c, loads 1 "-le s I -I e' by The, c vi'gin. r V'o" logics " ay tie ail Ts te, I fnr loac cura-, c,),, x;ro(v,g to he ode p'cv'ood zr("y (--to rol ax';Oec tnOS4, ir, Ilha cof 3tilif-11. 3. Wi'*I,e The top of 1 he carried member s f u", - i h the to p of I NG carrying c o - her, H," G equal to the depth O'the carried member. Ott-erwlSe. fi,ij shall be rroasuoc tram the top of the bearing seat !o the top of the caiTyl,io'-einte% 4. Nails: 100 = 0. 148ck,,. x -',' tong, I Ottx 1 'n" = 0.' 4t" C'a' long. Soo on. 2cr2 7 To, ol')c- " a I s are , fw --,a z or. 11, 241 Simpson Strong -Tie' Wood Construction Connectors SIMPSON 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 ;,ack. Can also be used for doubly (terminal) hips. Material: 14 gauge Finish: Galvanized Installation: Use all specified fasteners; see General Notes, 141 multiple members bno be 'asteriect together to act as a single unit. Shall be attached to a double girder truss to allow for FUCLArod minitnurn nail ponetrat-ort, See footnote 3. Options: ho, hang(w, cannot Le m(Aliod Codes: Seep. 14 for Code Reference Key Ghad I___..___._.__- - 0. THJA26 7','77777 777wnrkinp point Top View Right - Hand Hip Installation Typical THJA26 Installation Top View Terminal Hip without Center Common Jack Jplift halIS have h en increased hv WrKI e,2rlhmtae, w it, fxlra, avcease alower, soouce M are other loads govern. Wirid ( 160t s a download ,&Kq. 3. Lead, shown are based on a min mum?) 2x6 carrying —ember. For sir,* 2x carrying —er-bens (mi% 2xQ se 10d x 1 14" nail and use 0.67 of the tiible, value. For 42? 2x4 ca-v,ing rric-beo;, oxjI!tpIy!1e download by 0.50, 4, ` 6(1 snkers t3.148' --is. x 31/*' k,,nq', -ay oe subS1't0&d f--; `he sp6dred CA ccn,-ons at C.3E o' the lable load. 5. 7an' 11too hin xo flr k Ac-ahk,-, hia(k, 1"Ot 7,11S o' VhC, total loan -s d M,ihutod is the h,, and to :he jack. It is pe"Wed tc distribute 6o'Yto of -,e 7abola'ed Vd " to the hp, and t-ic remanl,ng percentage of total load :o the jack. T1e combrod thin and p" load (nay not exceed the published Tctal Load. 6. r01 lerm, ral hips, diode ;he total aflowitle IDA by 2 to determine the allowaDlc load to, each tip. 1. Tiuss chod cross -grain ton-,"o-, may ffws. '91cwmW" 1')As rw th Al,,q/T--1 1- strong-1 e C'"'; cto' 1)cloct<" ' "O'Mart: iw,l, dog Te ) Of Is hanger allowable loafs. I o, acat,onal,niormation, contact Snnpior Strong-1c. 8. Nails: 'Gd = 0. 162' cia. x 31h* Ln;;, 100 x I V = 0. 148" dia. x 1 4" long. See pp. 26-27 for :her nail z.Zbs an'l Working point. 247 I VALLEY FRAMING & BRACING DETAIL Lumber Size and Grade Minumum Reauirements ' of 6'. and nag upwards through shoalAing into p+Arlin with a minimum of a4d (0.131'XIS-) common were nags. Effects of not providing sheathing below, a valley set must be evaluated by the building designet. Tiltsdrawing applies to valleys with the fonowing conditions: Spans ( distance between hosts) 40'4" or less Maximum valley height 14'-0' Maximum mean roof !eight: 30 fast ASCE 7.05,140 mph, Enclosed, Cat 11, Exp 8,1=1.0, Kit__1.0 Or A Maximum of ASCE 7-10, 180 mph, Enclosed, EAP 0, Kitsl-0 graded lumber E box or common nails. lartow edge of cripple can face ridge or rafter, as long as the ptoper number of nags are installed into ridge board Install blocking under rafter if sleepers are not used. install blocking under cripples if cflppios fag between lower truss top chords and lateral bracing M not usad. } Apply all natilg In accordance to current NOS requirements; Nails are common wire nails unless noted otherwise. _ , f ( p a AtY1 TRUSS TRUSS UNDER VALLEY FRAMING VALLEY RAFTER OR RIDGE CRIPPLE ripples 4'-0^ for 30 psf (TL) and 20 par (TD) Max. ca the crippes fur each row starting from the valleys or sleepers working Inward to the ridge board so that cripple locations are gored between rows. ITYP) lnnection Requirement Notes W raiten to ridge 4 16d toe -nits Cripple to ridge 4 16d toe -Waits Cripple to rafter 416d toe -nail 316d face -nails Rafter to steeper at blocking 516d toe -nods Rafter to two ZK6 sleepers. 416d toe -nail Sleeper to truss 4 164J toe-MRS 7w0 2x6 sleepers to truss 316d toe -nails each sleeper & truss Ridge board to root block 4 l6d ice -nags Ridge board to truss 416d. toe -nil Puffin to (Typ) 316d toe -nil Truss to blocking 416d. toe -nail Truss to cripple 416d toe -nail Truss to cripple 416d toe-na)Is Cripple to puffin 316d toe-naills Collar beam to rafter 416d tce-nail. E: 16d (0.162e4.7) COMMON NAILS 9 f — - . (A) ;(3) 1*4) Aoa"_ READ AND r1l.tav ALL "Ins; ch Pat m m'° i l( .. a WINKMAhTA r1Af60f iws fAK%24 M ALL CWTRAci116 arxtaarc all nd1A+1IXf._ No. 70861 TC LL 20j 30 40 u4 REP 'VALLE':' FRAMING Trw — n+o,r..=,ser,+. evil. h rA1,.ic.sso, t—Aks, rrpesw, s+ss..tu,s .+.,a w.&see i rAaa. w r.v.s .anon ar sari o esy r S•r.* u,ro.,..mn br 1n , iw r,,,,i rT. PP' ra' m ao'f—v us. foreb+a tnssesArs awe A`o_ fe,ponrr ~coo M6 a1At • 7'C i7L 10 ` 20 7 i f DATE10/Ol'14 DRWG VA. CNV1801015 u,aw. n.sN •4,mOr1A., SOP rr»rA AAAo M,r. o,wert> .x+nCaG At.-t,al srx.tN,p .M wi a+ U awe rw. e . roor+t, Are.e,.e.-e +to. uanw,s awn ror Aerewxns let.r.l «.x.9„sx wes STATE OF awn tame >erwv AxWtN 7Cst seeress so, 17 - W. o. ovgU-M, AOPtr p+tw so ..sn rjg BC DL 0, 0 0 4 jrl ({{] jl{r 1 9fEPerN 4wA AM Ooabon AMwi e we ord On sin .>aMt 0.Mrs. wAafiA MN otMrwiw. -." i L juror a. a_,,lo tw-2 for sts .*" o u Paaq— 'R7 C LL Q ll L rti Irwtl3tGYJ3Y AirM, aNlm., d tTv CbnPOn r rK a+w ,ems«o e..w • .<Q Q +•d <<„e w tr+% w • n rues ,< . Seas r orA. r. wv uatrnt L for A.nlAy 4 TOT LD. 30j o0 47 61 A Awe ' tli ia.AC er 4y r — as..srbq0,, Hilt ta.YY tMoaSes waplvti't of Pr<r'Msbral Aso.. rawon.— ..,e +w s.,eo • tr" U ".. r< e"rh"....,v ,.c...;" .,+yn•es Horaay.r wr Ar6LiT1 i srs Yw m13DliR. FAw. ) .25/ i . i 5v FACING SEE ABOVE tJ61t:M6 D_ rtascrr.ucsx:s o— Auea4`.`r..:"..w::rx .o.v srt, w,'r".,*.°°' , 33C.c,. ;". a"; aG';;.zwr. Cracked or Broken Member Repair Detall Load Duration = 0% m.-k.r fnrrfas may be Increased for Duration of Load This drawing specifies repairs for a truss with broken chord or web member. This deslgn Is valid only for single ply trusses with 2x4 or2x6brokenmembers. No more than one break per chord panel and no more than two breaks per truss are allowed. Contact the truss manufacturer for any repairs that do not comply with this detail. B) = Damaged area, 12, max length of damaged section U = Minimum naRing distance on each side 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 tengthts) = (U) + (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. Nalt Into 2x6 members using three (3) rows at 4' o.c., rows staggered, Nall using 10d box or gun nalts (0.128'x3', min) Into each side member, The maximum permitted tumber grade for use with thisdetailislimitedtoVisualgrade #1 and MSR grade 1650f. This repair detail may be used for broken connector plate at mid -panel splices, This repair detail may not be used for damaged chord or web sections occurring within the connector plate area. Broken chord may not support any tie-in loads. L , 4' O C Typicai ~ 0 + 0 + 0 + O O + 0 + 0 + 0 t i--- Stagger, Back Face 10d Box (0,128' x 3', m1n) Nails: Front Face 2x6 Memmber - TrUple Roww Staooere£ Nail Spacing Detail VAROM- ftAt NO MOW ALL HVU a 11US WVIM7 0"TAXTfe fL1tl9511 M x4v" M KL C04114T= UMUDe16 IK =TASM lruffK NQAV _%_' oeM h rwD 14ethD, hu rs' hit eM Ere_ RHtr tP en fe9K V. Mtrt tWbn ei ]CS1 .,A*8 Cprponnvt Sefety Mf>w1bM )+y TH sM SKN Ar .ef M; fa- t prfs` t0 Ptrfrnh9 tMt• fvfctieni 8xta8m eM8 p`tvhM trpy Y b'AChp pfr fCi7. Uric+ npbd Othtrsbt, up UOrf iMit live MOONY ettcr»d stru U-1'i_t 'A OM 6.1 M Ch lisp Mvt . propKfy OttOC1f00 ? }1hqp i313 t17M s'fetn !M ptrnerwM petrel MS U ft Of Sti Q fMA h. 6,-** f-W-d ptr f3, R7 D)& K epp8ce04e. Apply Netts to NGt Ha W trots aM position f f- li sbovt don SM Joint DftDR ISAtK KIN OtMrMft. Rtitr to bvtif9s 1t9A I IPr Yf toeMol'dpMt• pDretl ilwe. AN t1W WMMNY tlts aro.i+4 f.irr ie hAd t . if conlr ::tM utSl/Tn xD fpr Mnd K PPfB hsU. • trees M trufpf. edcetts otceptersf of pnereaWrlA .e On ihm b` VO ar ePvfr pepptt sfthp SAa srsefp y sNNy fr tiw fKgn sMen. D aJ p- eM oft of ,L -eefyf> fny i wrnrhili. refva llty Zr tn. Dwax D.spntr Mf' ANsvT t) sect 13389 LfAafoni DrM for MN infor.etbn fN 'tilde Jae*- 00-1 nets pe91 eM Vftfe etD wtw EtM CRY, MO 0305 N.FM ...tpwmtf.Can) TPA--.tplr' SDCA, ete.tDcfiAa Yy Xr' nwJStselt.erp Maximum Member Axial Force Member Size L SPF- CM-LYPWebOnly2x412'620#800# Web Only 2x4 18' 975#415# Web or Chord 2x4 24' 975#45# Web or Chord 2x6 1465#620# Web or Chord 2x4 11910# J,,# 315# 30' 25550 Web or Chord 2x6 2230# 125# 3575# Web or Chord 2x4 36' 2470#930# 3210# Web or Chord 2x6 3535#95# 4745# Web or Chord 2x4 42' 2975#505# 3835# Web or Chord 2x6 43950225# 5725# Web or Chord 2x4 48, 3460#070# 4445# Web or Chord 2x6 51b5#095# 6660# D,fSPncMnM n . D MxfLDkUtPMe 24.0' MAX REF MEMBER REPAIR DATE 10/01/14 DRWG REPCHRD1014 J*n: NOTE. IF PALLETS OF CONSTRUCTION MATERIAL WEIGHING MORE THAN 500P ARE TO BE PLACED ON FLOOR TRUSSES, SHORING RECOMMENDED SHORING DETAIL IS AEOUIREO X CONCENTRATED LOAD DUE TO UPPER FLOOR CONSTRUCTION MATERIAL. ZZ 15GO# CAPACITY POSTS 0 4'0" 0 C. PROVIDE 2'0' CLEARANCE ON ALL SIDES OF A PALLET. MAXIMUM WEIGHT PER PALLET 18 20000. LOAD MUST BE SPREAD OVER AT LEAST 2-TRUSSES. NOTE: SEE APPROPRIATE ALPINE DRAWING FOR LUMBER. PLATES AND OTHER DATA NOT SHOWN HERE. 311 ding A!"ItcriAmtI, NOTE: SHORING MATERIAL ANn LABOR TO INSTALL AND TO REMOVE THIS 1/2"gypsum bd. -2.lpsf/l/2"lityer MATERIAL IS TO HE SUPPLIED 5/8" gypsum bd. -2.8 psfl5l8" layer BY THE CONTRACTO1, nj 8" conr, block - 60 pif / $" layer wasonry brick - 38 psf 1411 layer 2- 0- 0 4- 0- 0 MINIMUM SUBFLOOR-UNOERLAYMENT * 2000# 1(2)-2X6 HEADER 4X4 OR (2)-2X4X4'0*' UNDER TRUSSES WHEN.SHORING POSTS @ 4'0" D.C.--, IS REQUIRED. 91 AF A&EY. 712-7/" CLEAR SPAN PLT. TYE.- ALPINE §CALE - NQNE t= = = r= ® = BgF DETAIL, DATE 05/02/95 L7 41 3 C= C=1 DRW fIC12396074 C= C= Recommem-fe- if 0`1 0 HIT C DetailfALPINE' TRUSS item Seat # Truss 1 122,18A549,21333 3 122,18,1549-22302 A3 5 122.181549,23097 A5G 7 122.18.1549.22599 GI 9 122,18154923424 GE1 11 122.18,1549.23331 ClG 13 122.18.1549.22863 02 15 122A8,154921099 LI 17 122.18, 1549,23472 V3A 19 122.18,1549.23300 VIA 21 122,18,1649.22176 MG1 23 122,1& 154912490 MVI 25 122A8,1549,22491 HRA 27 122A8,1549-20319 HJ7S 29 122.18.1549,3425 HJIA 31 122.1&1549.21334 EJ74 33 122A8.154920366 EJ7S 35 122,18,1549,23426 EJlA Alpine, an|TVVCompany ormForum Drive, Suite aUe Orlando, pILao85r Phone: ( 800)755^6001 alpinomw. com 4Z*=/"«",=""*°". ustomer. Carpenter Contractors of America ber N330074 wuueoonpoun . ex6/9x7,258Mam58TB.m01 Address. City. State, Zip: This document has been electronically signed and seated using . Digital Signature, Printed copies without ".orw"".".gn°,~m""be 0511103/ 2018 verified using the original electronic version. Florida Certificate ofProduct Approval #FL1839 Printed smmumum.sypm 1i Job Number: N330074 Ply 1 SEON 46220 / T37 COMN Cust R 8975 JRef 1 WaM89750173 9A6/9A7 ,258MB1258T6 .R/01 Oty 8 FROM PFH DrwNo 122-18.1549.21333 Truss Label At _ _... KD/ WHK.._.. 05/02/2018 Loading Criteria (psf) TCLL 2000. TCDL 1700 BCLL 000 BCDL 1000 Des Ld 4700 NCBCLL 1000 Soffit 000 Load Duration 1 25 Spacing: 24.0 " T10"14 15' 221" 2 30' 7' 10"14 T1"2 7.1..2 7'10'14 i' 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: 42 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 :132 2x6 SP #2 N: Webs 2x4 SP #3 W2, W3 2x4 SP #2 N: Lt Wedge 2x4 SP #3: Rt Wedge 2x4 SP #3. Lumber value set "1313" uses design values approved 1 /30/2013 by ALSC Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design 5x5 D30' -_. ..... 10' 10' 1' 20 30'.._ Snow Criteria (Pg Nit) PSF) Defi/CSI Criteria Maximum Reactions (Ibs) Pg- NA Ct NA CAT_ NA, PP Deflection in loc L/defl L/# Loc R U / Rw / Rh / RL W Pf NA Ce NA VERT(LL) 0.126 H 999 360 B 1643 ! 704 / 1025 / - 1287 4.0 Lu NA Cs' NA VERT(TL). 0.438 H 999 240 F 1643 ! 704 / 1025 / - 14.0 Snow Duration NA HORZ(LL). 0.046 H - - Wind reactions based on MWFRS HORZ( TL): 0.103 H B Min Brg Width Req = 1,9 Code / Misc Criteria Creep Factor: 2,0 F Min Brg Width Req = 1 9 Bldg Code FBC 6th.ed 2017 Max TC CSI: 0,936 Bearings B & F are a rigid surface TPI Std: 2014 Max BC CSI: 0,798 Rep Factors Used: Yes Max Web CSI: 0,668 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp Plate Type(s) WAVE VIEW Ver 17.02.01A.1115.21 B - C 1115 -2701 D - E 1140 -2425 C - D 1140 - 2423 E - F 1115 - 2702 4 v -•v. +/wr . ...r 4 o 278 w,,,QNA 05/ 03:12018 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 Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI and SBCA) fo'r saety practices prior to performing these functions Installers shall provide temporary bracing per BCSi Unless noted otherwise.top chord shall have properly attached structural sheathingg and bottom hord shall have a properly attachedrigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracingmsTalledperBCisections63, 87 or 9e as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildlSnaaComponents Group Inc shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSInPI 1, or for handling, shipping, installation and bracing of,trussesA seal on this drawing or cover page, listing this drawing indicars acceptance of pro 7essionaf engineering responsibility solely for the desi n shown. The suiTability and use of this rawing or any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sbc.2. K m3rh"= ad my avannNr 2400 Lake Orange Dr. Suite 150 Orlando FL,32837 Job Number: N330074 9A6/9A7 ,258MB/258T6 .Rl01 Truss Label: A2 67' 67' 1' 10' 10 Loading Criteria (psf) Wind Criteria TCLL 2000 Wind Std ASCE 7-10 TCDL 17.00 Speed 150 mph BCLL 000 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C DDesDes Ld 4700 Mean Height: 23.69 ft 10.00 TCDL: 4.2 psf Soffit 000 BCDL 5 0 psf Load Duration: 1.25 MWFRS Parallel Dist h to 2h Spacing: 24.0 " C&C Dist a: 3.00 ft j Loc. from endwall: not in 9.00 It GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #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. a) or scab reinforcement may be used in lieu of CLR restraint. substitute (1) scab for (1) CLR and (2) scabs for (2) CLR'S where shown. Scab reinforcement to be same size, species, grade, and 80% length of web member. Attach with 0.128x3" gun nails @ 6" oc. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. Ply 1 SEON 46221 / 136 / HIPS CusC R R8975 JRef 1 WaM89750173 Oly 2 FROM: RDG DrwNo 122.18 1549.21037 SN / WHK 05/02/2018 13' 17' 6'5*' 4' 4X10 "-5X8 D E 30' _ 10' 20' 23'5" 6'5 . Snow Criteria (Pg,Prit) PSF) Defl/CSI Criteria Pg: NA Ct NA CAT NA; PP Deflection in loc L/defl L/# Pf NA Ce NA VERT(LL) 0127 1 999 360 Lu NA Cs: NA VERT(TL) 0.449 1 999 240 Snow Duration: NA HORZ(LL) 0.053 1 - - HORZ(TL): 0.120 1 Code / Misc Criteria Creep Factor: 2 0 Bldg Code: FBC 6th ed 2017 Max TC CS I 0 841 TPI Std: 2014 Max BC CSI: 0.831 Rep Factors Used: Yes Max Web CSI 0 258 FT/RT:20(0)/10(0) j Plate Type(s) WAVE VIEW Ver 17.02.01A 1115.21 lot ca °; ATE ;' Q f R•MAA 0 278 qk, f YA t*' 05/03/2018 30' 6:7': 10' 1` 30' Maximum Reactions (Ibs) Loc R / U / Rw / Rh ! RL / W B 1618 / 308 / 1030 / - 1254 / 4.0 G 1631 /308 /1030/- 1- /4.0 Wind reactions based on MWFRS B Min Brig 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 sses require extreme care in fabricating, handling. shippin installing and bracing. Refer to and follow the latest edition of BCSI (Building nponent Safety Information, by TPI and SBCA) f0i safety ractices prior to performing these functions Installers shall provide temporary Ing per BCSI Unless noted o herwise,top chord shall have properly attached structural sheathin and bottom hord shall have a properly cheU n9id ceiling Locations shown for permanent lateral restraint of webs shall have bracing Inslailed per BC I sections B3, B7 or Et10applicatlleApplyplatestoeachfaceoftrussandpositionasshownaboveandontheJointDetails, unless noted otherwise Refer to Nengs 160A-Z for standard plate positions. ne, a division of ITW Building omponents Group Inc shall not be responsible for any deviation from this drawing anv failure to build the s In conformance with ANSI/T 11, or for handlin] shipping, installation and bracing of_trussesA seal on this drswirSg or cover page. ng this drawin indicates acceptance of professronA en ineering responsibility solely for the design shown. The suiTabthty I use of this rawing for any structure is the responsibifit of the Building Designer per ANSI/TPI 1 S%c.2. note information see this job's oeneral notes oaoe and these web sites. ALPINE. wwwaeoineaw. con: TPI. wwwtoinst oro. SBCA. wwwsbcindustrv. com ICC www iccsaf ALPINE nN I' f W i OMfANY 2400 LakeOrange Dr, Suite 150 Orlando FL,32837 Job Number: N330074 Ply 1 SEQN 46222 / 1`35 / HIPS 9A6/9A7 ,258MBt258TB ,R101 Qty: 2 FROM: RDG Truss Label: A3 Cust. R R8975 JRef 1 WaM89750173 DrwNo 122.18 1549 22302 KM / WHK 05/02/2018 57' 11' 19' 24'5" 30, 57' 5151, 8 5 5, 5,7„ SSp514 T2 SS0E514 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 L/defl L/# Loc R / U / Rw / Rh / RL / W TCDL: 17.00 Speed 150 mphP Pf NA Ce NA VERT(LL) 0 124 I 999 360 g 1599 ! 437 / 1029! - t 220 / 4.0 BCLL 000 Enclosure Closed Lu: NA Cs NA VERT(TL) 0 446 1 999 240 G 1621 / 437 / 1029/ - /, / 4.0 BCDL: 1000 Risk Category: 11 Snow Duration. NA HORZ(LL): 0 056 1 - - Wind reactions based on MWFRS Des Ld 47.00 EXP C HORZ(TL): 0.129 1 B Min Brg Width Req = 1.9 Mean Height: 23,19 ft g Width Re = G Min Br qNCBCLL. 10.00 TCDL 4.2 psf Code / Misc Criteria Creep Factor: 2.0 1.9 Soffit 000 BCDL: 5.psf Bldg Code FBC 6th ed 2017 Max TC CSC 0,865 Bearings B & G are a rigid surface. Load Duration 1,25 MWFRS Parallel Dist: h/2 to h TPI Sid 2014 Max BC CSI 0 839 Members not listed have forces less than 375# Spacing 24 0 " C&C Dist a: 3,00 it Rep Factors Used. Yes Max Web CSI 0.199 Loc. from endwalC 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, HS, 18SS VIEW Ver 17.02 01A 1115.21 B - C 1069 -2660 E - F 972 -2355 Lumber C - D 972 - 2301 F - G 1068 - 2711 D -E 933 -1913 Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N :T2 2x4 SP #1: Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP #1 Chords Tens Comp. Chords Tens. CompWebs2x4SP #3 :W3 2x4 SP #2 N: - - - -- Lt Wedge 2x4 SP #3::Rt Wedge 2x4 SP #3: B - J 2273 -829 I - G 2318 -856 Lumber value set "l313" uses design values J - 1 1952 -635 approved 1/30/2013 by ALSC Bracing Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. Webs Tens. Comp a) 1 X4 #3SRB or better continuous lateral restraint to be equally spaced. Attach with (2) 8d Box or Gun J - D 502 -134 E - I 503 - 123 nails(0.113"x2.5",min.). Restraint material to be supplied and attached at both ends to a suitable support by erection contractor. iltp a) or scab reinforcement may be used in lieu of CLR ltgE NZrestraint. substitute (1) scab for (1) CLR and (2)/r scabs for (2) CLR'S where shown. Scab V f,,.• •+,•"' nE reinforcement to be same size, species, grade, and .•` s4•o 80 /o length of web member. Attach with 0.128x3" gun • ,, nails @ 6" oc. r 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. R ATE . 1< 1 0 278 "'`k« vtt+at ut wl` 05/ 03/2018 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingg shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) fbr safety practices prior to performing these functions Installers shall provide temporary bracing per BCSI Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BC I sections B3, B7 or B10 as applicable. Apply plates to each face. of truss and position as shown above and on the Joinf-Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Build lnl omponents Group Inc shall not be responsible for any deviation from this drawing any failure to build the truss In conformance with ANSI/l 1 1, or for handling, shipping, installation and bracing of,trussesA seal on this drawing or over page, listingthisdrawingindicatesacceptanceofpr ) essionaf en sneering responsibility soles for the design shown. The sus brh andseofthisdrawingforanystructureistheresponsibilityoftheBuildingDesigrierperANSI/TPI 1 Sec.2. or more information see this job's oenerai notes Paoe and these web sites: ALPINE www. aloineaw. coin. TPI: wwwtoinst. oro SBCA: wwwsbcindustrv. com. ICC: www iccsa6 A IPL NE 2400 LakeOrange Dr Suite 150 Orlando FL 32837 Job Number: N330074 ! Ply: 1 9A6/9A7 ,258MB/258TB ,R/01 Qty: 2 Truss Label: A4 i a SEQN: 46223 / T34 / HIPS ! Cust RR8975 JRef: 1 WaM89750173 FROM: RDG DrwNo: 122.18.1549.22177 KM / WHK 05/02/2018 5'11" 9' 15, 21' 24'1" 30' 3'1.. 6' 6. _... 3.1„ 4X6 4X4 4X6 D E F 10, 10, 30' 10' 20' 10, 1' 30' Loading Criteria (psf) i, Wind Criteria Snow Criteria (P9,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 lot L/deft L!# Loc R / U / Rw / Rh / RL / W __...__. TCDL: 17.00 Speed: 150 mph Pf: NA Ce: NA VERT(LL): 0.124E 999 360 B 1548 / 440 ! 1022/ - / 187 / 4.0 BCLL 0.00 Enclosure: Closed Lu NA Cs: NA VERT(TL): 0.475 E 999 240 ! H 1548 / 440 / 1022/ - / - / 4.0 BCDL: 10.00 Risk Category: II i Snow Duration: NA HORZ(LL): 0.048 J Wind reactions based on MWFRS EXP:C Des Ld 47.00 Mean Height: 22.69 ff HORZ(TL): 0.117 J B Min Brg Width Req = 1.8 NCBCLL 10.00 TCDL: 4.2 psf Code / Misc Criteria Creep Factor: 2.0 H Min Brg Width Req = 1.8 Soffit: 0,00 gCDL: 5.0 psf Bldg Code: FBC 61h.ed 2017 Max TC CSI: 0.782 Bearings B & H are a rigid surface. g g Load Duration: 1.25 MWFRS Parallel gist 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 It i FT/RT:20(0)/10(0) Chords Tens Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 j WAVE VIEW Ver 17.02 01A.1115 21 i 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/l/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 "138" 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 f * :* wf A ATE16 '"' 4 C Pj, "' weswwww 0 278 ututfn uuttt a 05/ 03/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require extreme care in fabricating, handlin shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building nent SafetyInformation, by TPI and SBCA) fo`r sa shipping, practices prior to performing these functions Installers shall provide temporary per BCSI. Unless noted otherwlse,top chord shall have properly attached structural sheathing and bottom chord shall have a properly d ngqld cellin9 Locations shown forpermanent lateral restraint of webs shall have braclnqq installed per BCSI sections B3, B7 or 610 icable. Apply plates to each face. of [truss and position as shown above and on the Join Details, unless noted otherwise. Defer to Is 160A-Z for standard plate positions. a division of ITW Bk Iildin)c1+ComponentsGroup Inc shall not be responsible for any deviation from this drawing an , failure to build the conformance with, NSIrfPI1, or for handling, shipping, installation and bracing of,trussesA seal on this drawing or cover paqe, this drawing indicates acceptance of pro essrona engineering responsibility solely for the design shown. The suiFability ie of this drawing for any structure is the responsibility of the building Desigrier per ANSI/TPI 1 Sec.2. information see this job's general notes page and these web sites. ALPINE: www.alpineitw.com, TPI'. wwwtpinst org, SBCA: wwwsbcindustry. com. ICC: www. iccsaf PIANE f 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 i Job Number: N330074 9A6/9A7,258MB/258TB R101 Truss Label: A5G 7' 7' 12 6 b 5X5(C8) 4XV) A K l' 6'l 0"4 6'10"4 Ply: 1 SEQN 46224/ T52 /SPEC Cust RR8975JRef 1WaM89750173 Qty I FROM PFH DrwNo, 122. 18 1549 23097 KD / DF 05/0212018 15' 23' 30' 81 7' SS0712 3X8 C D T2 E a) a) VV4 4X6(C1) W2 T3 ra H G i H 4X8 SS1017 12X4 4X4(C1) 30' li, 81"12 81"12 610"4 1' 15, 2X1"12 30' Loading Criteria f,psf) Wind Criteria Snow Criteria (P9 Ptm PsF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL, 20,00 Wind Stall, ASCE7-10 Pg, NA Ct NA CAT NA PP Deflection in loc L/defl L/# Loc R ---- U /Rw /Rh-/RL /W TCDL: 17,00 Speed: 150 mph Pf NA Ce NA VERT(LL): 0,226 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. 11 Snow Duration. NA HORZ(LL): 0 039 C - - Wind reactions based on MWFRS Des Ld-47.00 EXPiC HORZ(TL) 0,093 C K Min Brg Width Req = 3.2 Mean Height 22.19 ft F Min Brg Width Req = 2.4NCBCLLi10,00 TCDLi 4.2 psf Code if Misc Criteria Creep Factor: 2.0 Bearings K & F are a rigid surface. Soffit: 000 BCDLi 5.0 psf Bldg Code FBC 6th ed 2017 Max TC CSI 0.928 Load Duration: 1 25 MWFRS Parallel Dist 0 to hi2 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 I Loc, from en0 18 Plate Type(s) dwall: not in 144.00 It FT/RTi20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. GCpi Wind Duration: 1.60 WAVE, 18SS VIEW Ver: 17.02.02A 1213,21 8 - 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 Chords Chords Tens. Comp 2400f- 2.OE: Additional Notes Tens,Comp. T3 2x4 SP #1: WIND LOAD CASE MODIFIED! B - J 6883 -3260 1 - H 4825 -2129 Bot chord 2x8 SP 2400f-2,0E i - 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 "l 3B" uses design values Webs Tens,Comp. Webs Tens. Comp. approved 1/30/2013 by ALSC i - 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. 1 13"x2.5",minf 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. 1 28x3" gun nails @ 6" oc. 0. 648 Special Loads Lumber Dur.Fac.=1 .25 / Plate Dur.Fac.=1.25) TC: From 78 plf at - 1.00 to 78 plf at 3100 BC, From 20 plf at 0,00to 20plf at 3000 TC, 562 lb Conc. Load at 7.03 TC: 250 lb Conc. Load at 9.06,11,06,13.06 OR\V• BC: 574 lb Conic. Load at 7,03 4S BC: 136 lb Conc. Load at 9.06,11,06,13.06 BC 1389 lb Conc. Load at 1427 #0 278 -01 1111 M V- ';' Ie 1AiujnWWj0ffi 05/03/ 2018 WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlinp, shipping, installing and bracin?. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an SBCA) c r safety ty practices priorto performing these functions, Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properl attached structural sheathingand bottom ghord shall have a pro erly attached ceiliny,. LocationsshownforpermanentlateralrestraintfwebsshallhavebrycinpinsalledperBCIsections $3, B7 or 910, as applicab e. ApplyplatertoeachfaceoftrussandpositionasshownaboveandontheoinDetails, unless noted otherwise Refer to drawings 160A-Z for standard plate positions. ALPINE Alpine, a division of ITW 6 Id C ments Group Inc. shall not be responsible for any deviation from this drawn any failure to build the truss in conformance withANTi9io7o, for handling, shipping, installation and bracing of trussesA seal on this driwling or cover 2400 Lake Orange Dr. listing this drawing indicatesacceptanceofpro) essiona engineering responsibility solely for the desjqn shown. The P.1ilrbility and use of this rawing for any structure is the responsibility of the Building Desigder per ANSI/TPI I Sittc.2. Suite 150 For more information see this iob's oeneral notes page and these web sites ALPINE www. alpineitw com, TPI www. trimst Oro SECA www sbondustry. coin, ICC www tccsafe org Orlando FL, 32837 t Job Number: N330074 Ply: 1 SEQN. 46225 / T49 / HIPS 9A6/9A7 258M8/258TB .R/O1 Qly i FROM: RDG Truss Label: ASGA 7' 15' 23' 30' 7' 8' 8' 7. 8 3XX8 8CT2 E 5X5(C3) -.4X4 H1614 '.......4X4 -` 5X5(C3) C 1 Loading Criteria (psf) TCLL 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 " 6` 10"4 6' 10"4 8'1"12 15' 30, 8'1"12 23'1"12 t_ N MV t 4 6'10"4 1' 30 _; Wind Criteria Snow Criteria (PgPf in PSF) Deft/CSI Criteria Maximum Reactions (Ibs) Wind Std: ASCE 7-10 Pg: NA Ct NA CAT NA; PP Deflection in loc L/defl L/# Loc R ! U / Rw / Rh / RL W Speed 150 mph Pf: NA Ce NA VERT(LL): 0.264 D 999 360 B 3660 ! 1670 ! - 1 4 0 Enclosure Closed Lu NA Cs NA VERT(TL): 0,987 D 569 240 F 3652 / 1660 t - 4.0 Risk Category II Snow Duration: NA HORZ(LL). 0.069 H - Wind reactions based on MWFRS EXP C HORZ(TL): 0.164 H B Min Big Width Req = - Mean Height 22.19 ft Code ! Misc Criteria Creep Factor: 2.0 F Min Brg Width Req = - TCDL 4 2 psf Bldg Code. FBC 6th ed 2017 Max TC CSI: 0,969 Bearings B & F are a rigid surface BCDL: 5.0 psf MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.869 Members not listed have forces less than 375# C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0,535 Maximum Top Chord Forces Per Ply (Ibs) ChordsLoc. from endwalf not in 144.00 ft FTlRT:20(0)!10(0) Tens.Comp. Chords Tens. Comp. GCpi: 0,18 Plate Type(s): Wind Duration: 1.60 WAVE, HIS Ver: 17.02 02A 1213,21 B -C 3192 -7023 D - E 4029 -8777 Lumber Value Set: 13B (Effective 6/l/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 20 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. a) or scab reinforcement may be used in lieu of CLR restraint. substitute (1) scab for (1) CLR and (2) scabs for (2) CLR'S where shown. Scab reinforcement to be same size, species, grade, and 80% length of web member. Attach with 0.1280" gun nails @ 6" oc. Wind Wind loads and reactions based on MWFRS. Bearing Block(s) Brg blocks:0.128"x3" nails brg x-loc #blocks length/blk #nails/blk wall plate 1 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 Special Loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 78 plf at -1,00 to 78 plf at TOO TC: From 39 plf at TOO to 39 plf at 23,00 TC: From 78 plf at 23.00 to 78 plf at 31,00 BC: From 20 plf at 0 00 to 20 plf at 7,03 BC: From 10 plf at 7 03 to 10 plf 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: 254Ib 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: 137lb 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 Q OVE I * i J ATE Ri s Rw Ae• lll_ 0 278 hpt QNA 05/03/2018 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 6&4 0 1- E 2896 - 1378 C- 1 2877 - 1356 E- H 678 0 D - 1 1058 -1584 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS sses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingnponentSafetyinformation. byv TPI and SBCA) fc r safety practices prior to performing these functions Installers shall provide temporary ng per BCSI.. Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom hord shall have a properly ched rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing instilled per BCI sections 83, 67 or 810, ippiicaime Apply Oates to each face ofptruss and position as shown above and on the Join Details, unless notetl otherwise. Refer to Nings 16OA-Z for standard plate positions. ne, a division of ITW Buildlnl omponents Group Inc shall not be responsible for any deviation from this drawing any failure to build the s in conformance with ANSIrI 1 1, or for handling, shipping. installation and bracing of-trussesA seal on this drawing or over page , n this drawing indicates acceptance of pproTessionar en ineeringg responsibility solely for the design shown. he suitatIuseofthisdrawingforanystructureisKeresponsibiliqoftheBuildingDesignerperANSI/TPI 1 Sec.2. ty nore information see this job's general notes page and these web sites. ALPINE: www.alpinettw.com, TPI. www.tpinst org. SBCA: www.sbondustry_corn ICC; www.iccsaf I nn rurc "" 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330074 9A6/9A7 ,258MB/258TB ,R/01 Truss Label: G1 57"4 1018, TA"XI W Loading Criteria (psf) Wind Criteria TCLL: 2000. Wind Std: ASCE 7-10 TCDL: 17.00 Speed: 150 mph BCLL: 000 Enclosure: Closed BCDL 10.00 Risk Category II EX C DesDesDLd 47 00 MeaP n Height 15 00 ft 10 00 : TCDL: 4.2 psf Soffit: 0,00 BCDL: 5.0 psf Load Duration 1,25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a. 3.00 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 '136" uses design values approved 1 /30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Ply: 1 SEQN 46226 / T18 ! COMNCust R R8975 JRef 1 WaM89750173 Qty 4 FROM: RDG DrwNo 122 18 154922599 KM / WHK 05/02/2018 15`8" 12 21'4" 50 12 57 4 4x8 D 67'8 7'4"4 1311"12 __... .._ _.. 21.4,t Snow Criteria ( Pg Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg NA Ct: NA CAT: NX PP Deflection in loc L/defl L/# Lac R / U / Rw / Rh / RL / W Pf: NA Ce. NA VERT(LL): 0.049 H 999 360 B 1126 / 323 / 775 ! - / 201 8.0 Lu: NA Cs: NA VERT(TL): 0.188 H 999 240 F 1043 ! 291 631 ! - 8 0 Snow Duration: NA HORZ(LL). 0.020 G - Wind reactions based on MWFRS HORZ(TL) 0.048 G B Min Brig Width Req = 1.6 Code / Misc Criteria Creep Factor: 2.0 F Min Big Width Req = 1.5 Bldg Code. FBC 6th.ed 2017 Max TC CSI: 0,387 Bearings B & F are a rigid surface. TPI Std: 2014 Max BC CSC 0,680 Bearings B & F require a seat plate. Rep Factors Used: Yes Max Web CSI: 0,210 Members not listed have forces less than 375# FTfRT 20( 0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Plate Type( s): Chords Tens.Comp. Chords Tens Comp. WAVE VIEW Ver 17 02 01A 1115 21 B - C 612 -1770 D - E 637 - 1562 C - D 609 - 1552 E - F 639 - 1781 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens. Comp. Chords Tens. Comp. B - H 1510 - 483 G - F 1522 - 485 H - G 1025 - 257 Maximum Web Forces Per Ply (Ibs) Webs Tens. Comp. Webs Tens Comp. C -H 218 -377 D-G 550 -213 H - D 535 - 205 G - E 220 - 384 71t w ATE ,** fRRR UROw R• \ \" 0 27814''" a f it Q C gutarrttsa4lwttwGG* v 05/03,/ 2018 WARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing. and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracininstalled per BCSI sections B3, B7 or B10 as applicable Apply plates to each face oFiruss and position as shown above and on the Join Details, unless noted otherwise. Refer to' drawings 160A-Z for standard plate positions. 1Components Group Inc shall not be responsible for any deviation from this drawin anv failure to build the l PI 1, or for handling, shipping, installation and bracing of,trussesA seal on this dr, wirfI or cover page , acceptance of pro esslona en ineering responsibility solely for the desi n shov In. The suitability any structure is the responsibilit?of the Building Designer per ANSI/TPI 1 S%c.2. ral notes page and these web sites: ALPINE wtwr.aloineaw. com: TPI www.IDinst. ore SSCA. w s8cindustry com: ICC. www. imsaf 9 -3 wo= AN (IlY:,OMMNY 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 u Job Number: N330074 9A619A7 .258MBt258i6 ,R/01 Truss Label: G1A Loading Criteria (psf) TOLL: 2000 TCDL 1700 BCLL. 0.00 BCDL 10.00 Des Ld 4700 NCBCLL 1000 Soffit: 0.00 Load Duration 1 25 Spacing: 24.0 " 5'7"4 5'7"4 TWA TWA Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure. Closed Risk Category: 11 EXP C Mean Height 15.00 ft TCDL 4 2 psf BCDL 5 0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 It Loc. from endwall: not in 9.00 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 "136" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Ply: 1 SEQN: 46227 t T24 t COMNI Cust R R8975 JRef 1 WaM89750173 Qty: 5 i FROM: RDG Dnallo: 122 18.1549.19773 FV / DF 0510212018 10'8" 15'8"12 5012 5'0"12 4X8D 21'4" 6'7"8 13'11"12 TWA 21'4" 21'4" 57 4 Snow Criteria (Pg Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA'' PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL ! W Pf: NA Ce NA VERT(LL): 0.049 H 999 360 B 1123 / 322 / 774 ! - 1214 / 8 0 Lu. NA Cs NA VERT(TL) 0.188 H 999 240 F 1123 / 322 / 774 ! - / 8 0 Snow Duration: NA HORZ(LL) 0.020 H Wind reactions based on MWFRS HORZ(TL): 0.048 H B Min Brg Width Req = 1 6 Code I Misc Criteria Creep Factor: 2.0 F Min Brg Width Req = 1.6 Bldg Code: FBC 6th.ed 2017 Max TC CSI: 0,370 Bearings B & F are a rigid surface TPI Std: 2014 Max BC CSI: 0.670 Bearings B & F require a seat plate. Rep Factors Used: Yes Max Web CSI 0,205 Members not listed have forces less than 375# FTlRT:20(0)!10(0) i Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp Chords Tens Comp WAVE VIEW Ver 17 02 01A 1115 21 B - C 602 - 1765 D - E 603 - 1548 C - D 603 -1547 E - F 602 - 1766 1 1[ i ^ e PR1 w Q Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - 1 1506 - 426 H - F 1506 - 452 1- H 1020 -225 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - 1 217 - 376 D - H 537 - 207 1 - D 536 - 207 H - E 217 - 376 0278 Mu.t„t+Wtetuttw", f ` 05/03/2018 WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatin , handlin shippin installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information. by TPI an SBCA} fi safetyr'acGces pnor to performing these functions Installers shall provide temporary bracing per BCSL. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a properly attached ngqld eeilln locations shown for ermanent lateral restraint f webs shall have bracingg Ins ailed per BC I sections 63, B7 or 10 as apphcaf3le. Applgy plates to each face ofPtruss and position as shown above and on the Jomi Details, unless noted otherwise. Refer to' drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building omponents Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI/1 11, or for handling, shipping, installation and bracing of.trussesA seal on this drawing or cover page, listing this drawing indicates acceptance of pro-fessionaf engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Desigrter per ANSI/TPI 1 Sbc.2. KIM= 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 Job Number: N330074 Ply: 1 SEQN: 34334 I T59 / GABL Gust R R8975 JRO, 1 WaM89750173 9A6/9A7 ,258M6/258'TB ,R/01 City 1 FROM PFH DrwNo 122 18.1549.23424 Truss Label: GEi KD / DF 05/0212018 1,313 57A 10'8" 14'5"2 15'8"12 21'4" 1.3:a 3 _.. 4,3..7 _... .-.., 5,0.:.l.2 3'9" 2 1.34F __. 5 TA 4 8 _... 2 r... TYP) ?N6X8 H 21'4' 7' 4"4 T4" 4 Loading Criteria (psf) TCLL 20,00 TCDL 17,00 BCLL 000 BCDL 1000 Des Ld 47 00 NCBCLL 1000 Soffit 0.00 Load Duration 1 25 Spacing: 24.0 " 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 Plating Notes All plates are 2X4 except as noted. Wind Wind loads and reactions based on MWFRS. Additional Notes See DWGS A16015ENC101014 & GBLLETIN1014 for gable wind bracing and other requirements. Member to be laterally braced for horizontal wind loads. bracing system to be desiged and furnished by others. 13'11"12 21W Defl/CSI Criteria Maximum Reactions (Ibs) PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL W VERT(LL). -0. 077 D 999 360 B 870 / 779 8.0 VERT(TL) 0 170 1 999 240 N 870 / 779 8.0 HORZ(LL) -0- 031 D - - Wind reactions based on MWFRS HORZ(TL) 0 037 P B Min Brg Width Req = 1 5 Creep Factor: 2 p N Min Brg Width Req = t 5 Max TC CSI: 0,451 Bearings B & N are a rigid surface. Max BC CSI: 0.672 Bearings B & N require a seat plate Max Web CSI: 0.297 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp, VIEW Ver: 17. 02 02A 1213,21 B - C 1211 - 1377 H - K 960 - 1237 C - E 1068 - 1320 K - M 1068 - 1322 E - H 959 - 1235 M - N 1212 - 1377 r Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B -Q 1206 - 1001 P -N 1205 -1001 Q - P 766 - & 40 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 ATE OF 3. p" :k. @g 0 278 NiSi arrf Q-R VY'' 05/03/2018 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing. and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) fo'r sa ety practices prior to performing these functions Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall hav a propperly attached ri id cetlin Locations shown for ermanent lateral restraint of webs shall have bracln installed per BCSI sections 63, 7 or t310. as appllcaige. Applgy plates to each face or truss and position as shown above and on the Join Details, unless noted otherwise. Refer to drawings 16OA-Z for standard plate positions. Alpine, a division of ITW Buildlng omponents Group Inc. shall not be responsible for any deviation from this drawin any failure to build the truss In conformance with ANSIf l 1, or for handlin j shipping, installationand bracing of trussesA seal on this drowinq or cover page , - listing this trawingindicatesacceptanceofproTessionafenineerinqresponsibilitysolelyforthedesinshoWn. The suitability and use o this (awing for any structure is fhe responsibilit}yof the Building Designer per ANSI/TPI 1 Sbc.2. For more information see this job's general notes page and these web sites. _ALPINE wwwalpineaw comTPI www_tpinst org, SBCA w sbcinduV coin ICC www.(Ccsaf 4 PINE A'+ w "" " 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330074 9A6/9A7 ,258MB/258TB ,R/Oi Truss Label: C1GB Ply: 1 SEQN 46229 / T44 / COMN Cust RR8975 JRef 1WaM89750173 Qty: 1 FROM PFH DrwNo 122 18 154923269 KD / DF 0510212018 4'5"12 87' 1I'll 0"4 164" 4'5"12 3,8"4 3'8' 4 4'5" 12 4'4" 4,4,, Loading Criteria (psf) Wind Criteria TCLL 2000. Wind Std: ASCE 7-10 TCDL 17.00 Speed 150 mph BCLL: 0.00 Enclosure Closed BCDL 1000 Risk Category: 11 EXP: C pDes Des Ld 4700 Mean Height: 22.48 ft 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 GCpL 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Sot chord 2x6 SP #2 N Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 78 plf at -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 Cone. 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! 04 D 16'4' "A T 10" 3' 10" 4'4" 12' 164„ Snow Criteria (Pg Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct NA CAT NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL) 0 063 H 999 360 B 1771 / 813 / 4.0 Lu: NA Cs: NA VERT(TL) 0 235 H 999 240 F 2086 / 928 / 4 0 Snow Duration. NA HORZ(LL). 0.019 G - Wind reactions based on MWFRS HORZ(TL): 0.046 G B Min Big Width Req = 2.5 Code / Misc Criteria Creep Factor: 2.0 F Min Brg Width Req = 2.9 Bldg Code: FBC 6111-.ed 2017 Max TC CSI: 0A85 Bearings B & F are a rigid surface. TPI Std 2014 Max BC CSIi 0 923 Rep Factors Used: Yes Max Web CSI: 0 640 Members not listed have forces less than 375# FT/RT:20(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 B - C 1304 - 2884 D - E 1042 - 2296 C - D 1042 -2295 E - F 1458 -3229 V ` S iATE t4 40 278 LWtt{11NA1 05/03/2018 WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS the latest edition of BCSI (Building Installers shall provide temporary bottom hord shall have a pro erlyperBCIsectionsB3, B7 or 910 finless noted otherwise Refer to' Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens Camp B - I 2504 - 1121 H - G 2797 - 1253 1 - H 2493 -1118 G -F 2818 -1261 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 Alpine, a division of ITW BuiIdin$1Feomponents Group Inc shall not be responsible for any deviation from this truss In.conformance with ANSI/lP1 1, or for handling, shipping, installation and bracing of trussesA seal on failure to build the or cover pa e , n. The suit9abfbty I Kirlamm9 . a use of tins drawing for any structure is the responsibility of the Building Desi more information see this job's general notes paqe and these web sites. ALPINE. wwwalpineitw. com: TPI. 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330074 9A619A7 ,258MB/258TB ,R/01 Truss Label: C1G Ply 1 SEQN 46230 / T58 / GABL Cust R R8975 JRef 1 WaM89750173 Qty 1 FROM PFH DrwNo. 122 18 1549 23331 KD t DF 05/02/2018 1'3"13 87' 63"12 1'3.1i _._ 6.10.3 _.. _ 1;12.. 2 4 _.... TYP) 42' _.. ....._' 4X4F 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: 22.48 ft NCBGLL 10.00 TCDL 42 psf Soffit: 0.00 BCDL: 5.0 psf Load Duration: 1,25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24 0 " C&C Dist a: 3.00 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 Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC 16'4" 8'3"12 8'3"12 Snow Criteria (Pg.Pf in PSF) Pg:NA CtNA CAT. Ni Pf: NA Ce. NA Lu: NA Cs NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 6th.ed 201 TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)110(0) Plate Type(s): WAVE VIEW Ver: 17.02.02A 1213.21 Plating Notes All plates are 2X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. to Additional Notes ` See DWGS A16030ENC101014 & GBLLETIN1014 for gable wind bracing and other requirements. Member to be laterally braced for horizontal wind loads. bracing system to be desiged and furnished by others. 0 278 05/0311 018 16'4" 8 0"4 8'0' 4 16'4' Defl/CSI Criteria Maximum Reactions (Ibs) PP Deflection in loc L/defl L/# Loc R ! U / Rw / Rh / RL / W VERT(LL) -0.105 H 999 360 B 878 f 374 / 600 / - 173 / 4.0 VERT(TL) 0 335 H 915 240 J 878 / 374 / 600 ! - - / 4.0 HORZ(LL) -0 049 D - Wind reactions based on MWFRS HORZ(TL) 0 096 D B Min Brg Width Req = 1.5 Creep Factor: 2.0 J Min Brig Width Req = 1.5 Max TC CSI 0 644 Bearings B & J are a rigid surface Max BC CSI 0756 Max Web CSI: 0.567 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - C 929 - 1238 F - 1 778 - 1018 C - F 778 - 1018 1 - J 932 - 1238 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp Chords Tens. Comp B - L 1029 - 715 L - J 1029 - 729 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. F - O 497 - 344 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uses require extreme care in fabricating, handlingq, shipppring, installing and bracing. Refer to and follow the latest edition of BGSI (Building mponentSafetyInformation, byv TPI and SBCA) fbt safety actices prior to performing these functions Installers shall provide temporary icin per BCSI. Unless noted otherwise,top chord shall have properi attached structural sheathing and bottom ghord shall have a properly ach d ri id ceiling Locations shnent lateral restraint bf webs shall have bract n9 installed per BCSI sections B3, B7 or B10 appllcatleApplyplatestoeachfaceofPownforermatrussandpositionasshownaboveandontheJointDetails, unless noted otherwise. Refer to wings 160A- Z for standard plate positions. ine, a division of ITW Building omponents Group Inc shall not be responsible for any deviation from this drawing aov failure to build the ss In conformance with ANSI/T 11, or for handling shipping, Installation and bracing of,trussesA seal on this drawl q or over pa e , in thisdrawingindicatesacceptanceofprlessronarengineeringresponsibilitysole) for the design shoWn. the suit9abili I useofthisdrawingforanystructureisKeresponsibilit"7of theBuilding Designer per ANSI/TPI1 Sbe.2. more information see this lob's oeneral notes Daoe and these web sites: ALPINE. www.alolneaw. com: TPI. www. Wrist Ora SBCA. wwwmcindustry com. ICC. www. iccsaf ALPINE nN ff1M ^ OM` ANY 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 Job Number: N330074 9A6/9A7 ,258MB/258TB .R/01 Truss Label: D1 t 4X4(B1) 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: 22.40 It NCBCLL 10.00 TCDL 4.2 psf Soffit: 0,00 BCDL: 5.0 psf Load Duration: 1 25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.00 It Loc. from endwall: not in 9.00 ft GCpi: 0,18 Wind Duration: 1,60 Lumber Value Set: 13B (Effective 6/112013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. T 10" T l 0" Ply: 1 Qty 3 H0510 C E2X4 15,81. SEQN: 46231 / T48 / COMNCuss R R8975 JRef 1 WaM89750173 FROM RDG DrwNo 122 18 . 1549 21068 KM / WHK 05/02/2018 15' 8" T 10" Tl0" T10" 710" Snow Criteria (Pg,Min PSF) Defl/CSI Criteria Fig, NA Ct NA CAT NA', PP Deflection in loc L/defl L/# PL NA Ce NA VERT(LL) 0 010 E 999 360 Lu: NA Cs: NA VERT(TL) 0 041 E 999 240 Snow Duration. NA HORZ(LL) 0.010 E - - HORZ( TL) 0 020 E Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 6th ed 2017 Max TC GSI 0 878 TPI Std: 2014 Max BC GSI 0 736 Rep Factors Used: Yes Max Web CSI: 0.134 FT/ RT:20(0)110(0) Plate TYpe(s). WAVE, HS VIEW Ver 17.02.01A 1115 21 El k s ,. : VATE OF OR 0 278 ",Z / Qri At fttuttF> Rtt1{ n{1ti 05/ 03/2018 4X4( B 1) Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 849 / 240 579 / - / 153 / 4.0 D 765 /210 /494 /- /- /- Wind reactions based on MWFRS B Min Brg Width Req = 1,5 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. 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 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 fallow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) fb safety practices prior to performing these functions Installers shall provide temporary bracing per BCSI.. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attach ri9td celhng Locations shown forpermanent lateral restraint of webs shall have braacin installed per t3GSI sections 63, 67 or 10, as applicabgle. Apply plates to each face ofptruss and position as shown above and on the Joint9Details, unless noted otherwise. Refer to drawings 160A- Z for standard plate positions. Alpine, a division of ITW BuuildinQ Components Group Inc shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI/l PI 1, or for handling, shippinlq, installation and bracing of,trussesA seal on this drawing or cover page, listing this drawing indicates acceptance of pro) essiona en ineering responsibility solely for the desi n shov7n. The sui ability and useofthisdrawingforanystructureistheresponsibilityofthebuildingDesigrierperANSI/TPI 1 S6c.2. For more information see this lob's General notes oaae and these web sites. ALPINE: www. alpineaw.com. TPI. www.tpinst. om SBCA. wwwsbondustrv. com: ICC. www. iccsaf J im= AN— Cn111111 2400 Lake Orange Dr. Suite 150 Orlando FL 32837 Job Number: W 074 9A6/9A7 ,258MB/258'I'B R/01 Truss Label: D2 T 10" T 10" Ply 1 SEON 46232 / T47 / COMN Cust R R8975 JRef 1 WaM89750173 Oty 1 FROM: RDG DrwNo 122.18.1549.22863 KM / WHK 05/02/2018 H0510 C E 2X4 15'8" T 10" T10" 7'10" 710 15,81, Loading Criteria (psf) Wind Criteria Snow Criteria (Pg Pf in PSF) Defl/CSI Criteria TCLL 20.00 Wind Std: ASCE 7-10 Pg: NA Ct NA CAT NA' PP Deflection in loc L/defl L/# TCDL 17.00 Speed 150 mph Pf NA Ce NA VERT(LL). 0.011 E 999 360 BCLL 000 Enclosure. Closed Lu NA Cs NA VERT(TL) 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 HORZ(TL) 0 020 E NCBCLL 10,00 Mean Height: 22 40 It TCDL 4.2 psf Code / Misc Criteria Creep Factor 2 0 Soffit: 0.00 BCDL 5.0 psf Bldg Code: FBC 6th.ed 2017 Max TG CSI: 0.878 Load Duration: 1,25 MWFRS Parallel Dist: 0 to ht2 TPI Std 2014 Max BC CSC 0 736 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used Yes Max Web CSC 0 134 Loc, from endwall not in 9.00 ft FT/RT.20(0)/10(0) GCpi:0,18 PlateType(s): Wind Duration: 1 60 WAVE, HS VIEW Ver 17 02 01A.1115.21 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N 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. l aS t Maximum Reactions (Ibs) Lac R /U /Rw !Rh IRL /W B 849 / 361 / 579 / - / 153 / 4.0 D 765 /315 /494 !- /- /4.0 Wind reactions based on MWFRS B Min Big 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 G - D 464 - 1061 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp, Chords Tens. Comp. B - E 838 - 294 E - D 838 - 294 s • ATE «« Aft R••M M1••R fiw ' aPY';' 40278 r ONA tC o 05/03/2018 WARNING'* READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions Installers shall provide temporary bracing per BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a proped attached rigid calling.Locations shown for ermanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610 as applicable Apply Rlates to each face ofPtruss and position as shown above and on the Join Details, unless noted otherwise Refer to drawings 16OA-Z for standard plate positions. Alpine, a division of ITW Build lSnQ CComponents Group Inc shall not be responsible for any deviation from this drawingq anvv failure to build the truss in conformance with ANSI/1 PI 1, or for handling. shipping, installation and bracing of_trussesA seal on this drBwirSg or cover page , listing this drawing indicates acceptance of pro fessronaf engineed responsibility solely for the design shown. The suitabilityanduseofthisdrawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330074 Ply 1 SEQN 46233 / T46 / HIPS Cust R R8975 JRef 1 WaM89750173 9A6/9A7 .258MB/258TB ,R/01 Qty 1 FROM: RDG DrwNo 122.18.1549 22815 Truss Label: D3G KD / DF 05/02/2018 1 L`. _.......... _.... 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 4700DDes : 0 Mean Height: 22.19 it 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 " G&C Dist a: 3.00 ff Loc. from endwall NA GCpi: 0 18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/l/2013) Top chord 2x4 SP #2 N :T1 2x4 SP #1: Bot chord 2x4 SP 2400f-2,OE Webs 2x4 SP #3 Lt Wedge 2x4 SP #3::Rt Wedge 2x4 SP #3: Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC Loading 1 hip supports 7-0-0 jacks with no webs. Wind Wind loads and reactions based on MWFRS. 7' 8'8" 7, 1'8„ 4C6 4DX6 15' 8" 15'8" 7 ._ T 1"12 1'4"8 , 7' 1"12 Tl 12 8'6„4 15,81. Snow Criteria (P9 arm PsF) Defl/CSI Criteria Fig NA Ct NA CAT. NAPP Deflection in loc L/defl L/# Pf NA Ce NA VERT(LL): 0.049 G 999 360 Lu NA Cs NA VERT(TL): 0.189 G 999 240 Snow Duration NA HORZ(LL). 0.018 G - - HORZ( TL) 0.045 G Code / Misc Criteria Creep Factor 2,0 Bldg Code: FBC 6th ed 2017 Max TC CSI: 0 887 TPI Std: 2014 Max BC CSI: 0.392 Rep Factors Used: No Max Web CSI: 0,252 FT/ RT20(0)110(0) Plate Type(s) WAVE VIEW Ver 17.02.02A.1213.21 oer YL Fw R / i R 0278 ' na 10NA s 05/ 03/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1445 /616 /- /- /4.0 E 1445 /617 /- /- /4.0 Wind reactions based on MWFRS B Min Brg Width Req = 1 5 E Min Brg Width Req = 1.5 Bearings B & E 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 962 - 2271 D - E %2 - 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 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS isses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building mponentSafetyInformation. by TPI and SBCA) fbr safety practices prior to performing these functions Installers shall provide temporary ictng per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom hord shall have a properly sch d n qldceding Locations shown for permanent lateral restraint of webs shall have bracln ins tilled per BC I sections B3, 87 or B10 applicaeApplyplatestoeachfaceoftrussandpositionasshownaboveandontheJoinfDetails, unless noted otherwise. Refer to' wings 16OA-Z for standard plate positions. line, a division of ITW B ild components Group Inc shall not be responsible for any deviation from this drawing u failure to build the gsinconfrmancewithAIPI1, or for handlin shipping, installation and bracing of,trussesA seal on this drawrrtg or cover page, rngthisrawingindicatesacceptanceofthe engineering responsibility solely for the design shown. The suiTabihty duseothisddrawingforanystructureisheresponsibilityoftheBuildingDesigrierperANSItTPI1S16cZmore information see this job's general notes made and these web sites. ALPINE. wwwaloinedw. coin. TPI wwwtoinst. ora: SBCA. wwwsbondustiv coin ICC. www iccsaf ALPINE 11 :m, co- 1 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330074 Ply: 1 SEON 462881 '126 / HIPM Cust R R8975 JRef 1 WaM89750173 9A6/9A7 ,258MBl258TB R/01 Oty: 1 FROM RDG DrwNo 122 18 1549 21099 Truss Label: L1 KM / WHK 05/02/2018 9' 14'0"8 15, 9' 5'0"8 11"8 12 4 ,...._._., ini B t A 2X4(A1) 6X8 4X4 C T2 D 4X4 3X6 4' 10" 12 913,18 14 2"A m 9" 12 157 Loading Criteria (psf) Wind Criteria Snow Criteria (PgPf 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 L/defl L/# Loc R _ 1_U / Rw / Rh / RL / W TCDL 17,00 Speed: 150 mphP Pf NA Ge: NA VERT(LL): 0.055 G 999 360 g 772 / 221 / 568 / - / 127 ! 8 0 BCLL 0.00 Enclosure Closed Lu NA Cs NA VERT(TL) 0205 G 999 240 E 740 1213 / 451 / - / 8.0 BCDL 1000 Risk Category II Snow Duration NA HORZ(LL). 0 022 G - - Wind reactions based on MWFRS EXP Des Ld 4700 Cn0051GBMinBrgWidthReq = 1.5MeaHeight. 15.00 ItHORZ(TL) Mea NCBCLL. 10.00 TGDL: 4.2 psf Code t Misc Criteria Creep Factor: 2.0 E Min Br 9 Width Re q = 1.5 Bearings B & F are a rigid surface. Soffit: 0,00 BCDL 5.0 psf Bldg Code: FBC 6th ed 2017 Max TC CSI: 0.937 Load Duration: 1 25 MWFRS Parallel Disth/2 to h TPI Stcl 2014 Max BC CSI: 0.899 Bearings B F require a seat plate. Spacing. 24 0 " C&C Dist a 3.00 ft Rep Factors Used Yes Max Web CSI. 0,393 Members not listed have forces less than 375# Loc. from endwall not in 9 00 ft FT/RT20(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 390 - 1053 C - D 416 - 886 Value Set: 13B (Effective 6/1/2013) Maximum Bot Chord Forces Per Ply (Ibs) Top chord 2x4 SP #1 T2 2x4 SP #2 N Chords Tens Comp. Bot chord 2x4 SP #2 N Webs 2x4 SP #3 B - G 917 -438 Lumber value set " 138" uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. Webs Tens Comp Wind Wind loads based on MWFRS with additional C&C G - D 1031 -482 D - F 337 -662 member design. Right end vertical not exposed to wind pressure. ATE Q, 00. 6.00*0 90278 NA t " Ittimi t,tw f 05/ 03/2018 WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlingq shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building t Safety Information, by TPI and SBCA) fb safety practices prior to performing these functions Installers shall provide temporary. SCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom hard shall have a propperly aid ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCS I sections B3, B7 or B10 le AppTy plates to each face of truss and position as shown above and on the Joinf9Details, unless noted otherwise. Refer to 60A- Z for standard plate positions. vision of ITW B ddin$Components Group Inc. shall not be responsible for any deviation from this drawing anv failure to build the ifo'mane' with I NSI/l PI 1, or for handling, shipping, installation and bracing of,trussesA seal on this drawing or cover page , flrawing indicates acceptance of pro) essionaf engineering responsibility solely for the design shown. The suitability this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Skc.2. mation see this job's general notes page and these web sites. ALPINE. wwwaipneaw. com.. TPI. www. tpinst. org SBCA. www. sbandustry.Com:. ICC. www. iccsaf AL NE rrvrm"" 2400 Lake Orange Dr. Suite 150 Orlando FIL 32837 Job Number: N330074 9A6/9A7 ,258MB/258TB ,R/01 Truss Label: L2G 12 6 4 u i N B t 5 A 4X10(A2) Ill Loading Criteria (psf) Wind Criteria TCLL 2000 Wind Std ASCE 7-10 TCDL: 17,00 Speed 150 mph BCLL 000 Enclosure Closed BCDL 10,00 Risk Category II EXP C Des Ld 47.00 Mean Height 15.00 ft NCBCLL 0,00 TCDL: 4 2 psf Soffit: 0.00 BCDL 5.0 psf Load Duration: 125 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a 3 00 ft Loc. from endwall. NA GCpi 0 18 Wind Duration 1 60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 .T2 2x4 SP #2 N. Bat chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set " 1313" uses design values approved 1/30/2013 by ALSC Loading 1 hip supports 7-0-0 jacks with no webs. Left side jacks have 7-0-0 setback with 0-0-0 cant and 1-0-0 overhang. End jacks have 7-0-0 setback with 0-0-0 cant and 1-0-0 overhang. Right side jacks have 0-0-0 setback with 0-0-0 cant and 0-0-0 overhang. Wind Wind loads and reactions based on MWFRS Right end vertical not exposed to wind pressure 7' 7, Ply 1 SEON: 46235 / T30 / HIPM Cusl: R R8975 JRef 1 WaM89750173 Oly 1 FROM: RDG DrwNo. 122.18.1549.22816 KD / DF 05/02/2018 10'8" 14'0"8 15' 3'8" 3'4"8 11" g SS0514 3X6 6X6 C D T2 E 14A4 JA 14 4X6 15' T 1 " 12 3'6"4 M.r 7'1"12 _ 10'8" 3'6" 14'2 10 15 Snow Criteria (Pg Pf in PSF) '', Defl/CSI Criteria Fig NA Ct NA CAT: NA, PP Deflection in loc L/defl L/# Pf: NA Ce: NA VERT(LL) 0 060 1 999 360 Lu NA Cs NA VERT(TL) 0.225 1 999 240 Snow Duration NA HORZ(LL). 0.016 G - a HORZ(TL): 0-038 G Code / Misc Criteria Creep Factor 2.0 Bldg Code. FBC 61h.ed 2017 Max TIC CSI 0,730 TPI Std 2014 Max BC CSI: 0.642 Rep Factors Used: No Max Web CSI: 0 855 FT/RT20(0)/10(0) Plate Type(s) WAVE, 18SS VIEW Ver 17.02 02A.1213 21 is Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1283 1394 / 8.0 F 1614 /472 /- /8.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 F Min Brg Width Req = 1.9 Bearings B & G are a rigid surface. Bearings B & G require a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp Chords Tens Comp. B - C 828 - 2782 D - E 557 - 1901 C - D 557 - 1901 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp Chords Tens Comp. B - 1 2572 -750 1- H 2619 -757 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp, Webs Tens Comp. C - 1 775 -111 H - E 2245 - 657 C - H 238 - 855 E - G 483 - 1472 D - H 326 - 637 6 R Cb : Ts il RRRII R RRRF 110 278 0NAL 05/03/2018 WARNING'- READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS sses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building nponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary n per BCSi. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyshodngidceilingLocationsshownforermanentlateralrestraintofwebsshallhavebracingginsTalledperSCSIsectionsB3. B7 or 910 ippllcab a Apply Oates to each face ofptruss and position as shown above and on the Join[ Details, unless noted otherwise Refer to' pings 160A-Z for standard plate positions. ne, a division of ITW Building omponents Group Inc shall not be responsible for any deviation from this drawing,anv failure to build the s in conformance with ANSIri 1 1, or for handling. shipping, installation and bracing of,trussesA seal on this drawing or cover page ing this drawing indicates acceptance of pro) essionar engineering responsfbihttyv solely for the desi n shown. The sui bthryIuseofthisdrawing, for any structure is fhe responsibilityT of the Building DesigrSer per AlSIITPI 1 'W.2. nore information see this job's general notes page and these web sites. ALPINE. www. aloineitw.com. TPI. www. toristOro. SBCA: www. sbondustrv.com. ICC. www.iccsafe. m 16, = 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 9A6/9A7 258MB/258TB ,R/O1 Truss Label: V3A oading Criteria (psf) Wind Criteria CLL 2000 Wind Std: ASCE 7-10 CDL 1700 Speed 150 mph 3CLL 0.00 Enclosure: Closed 3CDL 10.00 Risk Category II EXP C es Ld 47 00 ) es Mean Height 23 42 ft 10.00 TCDL: 4.2 psf ioffit 0,00 BCDL 5.0 psf oad Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing 24 0 " C&C Dist a: 3 00 It Loc. from endwall: Any GCpi 0,18 Wind Duration 1 60 umber alue Set: 13B (Effective 611/2013) op chord 2x4 SP #2 N Sot chord 2x4 SP #2 N rVebs 2x4 SP #3 umber value set "1313" uses design values IRproved 1/30/2013 by ALSC Vind Vind loads based on MWFRS with additional C&C nember design. additional Notes alley truss connection to truss below shall be esigned and furnished by others FROM: PFH DrwNo 122`1811549 23472 KD 1 OF 0510212018 Snow Criteria (Pg.Pf in PSF) 1 Defl/CSI Criteria Pg: NA CC NA CAT NA; PP Deflection in loc L/defl L/# Pf NA Ce: NA VERT(LL). -0.029 D 999 36( Lu: NA Cs: NA VERT(TL): 0,106 D 999 24( Snow Duration: NA HORZ(LL) 0.012 D - - HORZ(TL): 0,026 D Code / Misc Criteria Creep Factor 2.0 Bldg Code: FBC 6th.ed 201 Max TC CSI: 0,657 TPI Std: 2014 Max BC CSI: 0.502 Rep Factors Used: Yes Max Web CSI: 0.276 FT/RT:20(0)/10(0) Plate Type(s): WAVE VIEW Ver 17 02 02A 1213 21 7x Maximum Reactions (Ibs), or *=PLF Loc R /U /Rw /Rh /RL /W E* 98 137 / 57 / - / 7 / 144 Wind reactions based on MWFRS E Min Brig 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. Chords Tens. Comp. A - B 649 - 616 B - C 648 - 616 Maximum Bat Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - D 680 - 509 D - C 680 - 509 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp D - B 927 - 866 vrnnrvuvv r`cnv nwv rv wvv n ivv o vw i rna vrtnvv uvv IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing. and bracing.Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) tb safety practices prior to performing these functions Installers shall provide temporary bracing per SCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom Chord shall have a properly attached rAid ceiling Locations shown for ermanent lateral restraint of webs shall have braacln installed per BCSI sections B3, B7 or B10 as appllcaksle Apply plates to each face ofptruss and position as shown above and on the Joint9Details, unless noted otherwise. Refer to' drawings 16OA-Z fgr standard plate positions Alpine, a division of ITW Buildlnl omponents Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss In conformance with ANtiI/I 1 1, or for handllnp, shipping, Installation and bracing of trussesA seal on this drawing or cover page listing this drawing indicates acceptance of ro esstona engmeerm respponsrbilltt solely for the desi n shown. The suif-abilityanduseofthisdrawingforanystructureistheresponsibilityoftheguildiflgDesigrferperANSIlTPI1SC.2. or more information see this lob's general notes naoe and these web sites. ALPINE www alomeaw com TPI www.toinst oro SBCA wwwsthandustry corn ICG www.iccsaf me— M H, ' Htnl 2400 Lake Orange Dr. Suite 150 Truss Label: V2A 4' 4 12 6 A 4X4(Dl) 4 4 ding Criteria (psf) Wind Criteria Sno L 20.00 Wind Std ASCE7-10 pg: I DL 1700 Speed 150 mph Pf IN L 000 Enclosure Closed Lu l' DIL 1000 Risk Category 11 Snot EXP,C cLcl 4700 Mean Height 23.92 ft BCLL: 10,00 2TCDL 4 psf Cod fit 0.00 BCDL 5 0 psf Bldg d Duration 125 MWFRS Parallel Dist: 0 to h/2 TPI icingi 24.0 C&C Dist a 3 00 ft Rep Loc. from endwalli not in 4.50 ft FT/F GCpi 018 Plat( Wind Duration: 1.60 WA\ nber je Set 13B (Effective 6/1/2013) chord 2x4 SP #2 N chord 2x4 SP #2 N bs 2x4 SP #3 iber value set "l 313" uses design values roved 1/30/2013 by ALSC id d loads based on MWFRS with additional C&C nber design litional Notes ey truss connection to truss below shall be igned and furnished by others . Ply 1 SEQN: 46237 t T53 /VAL Cust R P8975 JRef 1WaM89750173 Qly 1 FROM PFH DrwNo 122 18 1549 23473 KD I DF 05/0212018 8' 4' nTE 40) 7 NAk- 22'9-4 A Maximum Reactions (lbs), or *=PLF Loc R I U /Rw /Rh /RL /W E' 97 135 /55 /7 /960 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 Web Forces Per Ply (Ibs) Webs Tens.Comp D - 8 350 -441 WARNlNd*- READ AND FOLLOW ALL NOTES 6NTHIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS sses require extreme care in fabricatingr , haricil'i'12 h mg, installing and bracing. Refer to and follow the latest edition of SCSI (Building rponentSafetyInformation, by TPI an SBCA) o'saUty practices prior to performing these functions Installers shall provide temporary ing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly ri id ceiling . Locations shown for permanent lateral restraint f webs shall have bracinp ins, ailed per BCSI sections B3 B7 or 10, ch9p ii e, Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to Nil S 160A-Z for standard plate positions. ne, a division of ITW Build omponents Group Inc, shall not be responsible for any deviation from this drowintau failure to build the sinconformancewithAN!Tll$[ 1, or for handling, shipping, installatiTn and bracing of trussesA seal on this dr wi g or cover page in this drawing, indicates acceptance of essional en, ineeri responsibilitv solely for the desi n shown. The suitability gresponsibilityofthebuildingDesigrierperANSIfTPI1SC.2, useofthisrawingforanystructureisCOTnpre information see this job`s generel Hates page and these web sites. ALRINE www.alpineitw.cam: TPI www tQinst arg SBCA. www.sbandustry.com; ICC www.icasah ALPIN1 1 2400 Lake Orange Dr. Job Number: N330074 Ply 1 SEQN 46238 / 1-45 / VAL Cust: RR8975 JRef 1 WaM89750173 9A6/9A7 ,258MB/258T8 .R/01 Qty 1 FROM PFH DrwNo: 122 18 1549 23300 Truss Label: VIA KD / DF 05/02/2018 2' 4' 2' 2' 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 47.00DDes Mean Height 24.42 ft 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 "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' Snow Criteria tPg.Pf in PSF}'I Defl/CSI Criteria Pg: NA Ct NA CAT NA PP Deflection in loc L/defl L/# Pf: NA Ce. NA VERT(LL): 0.004 999 360 Lu NA Cs: NA VERT(TL) 0 017 999 240 Snow Duration. NA HORZ(LL) -0.002 - - HORZ(TL): 0.004 Code / Misc Criteria Creep Factor 2 0 Bldg Code. FBC 6th.ed 2017 Max TIC CSI 0 095 TPI Std: 2014 Max BC CSI: 0.139 Rep Factors Used: Yes Max Web CSI 0 000 FT/RT20(0)/10(0) Plate Type(s): WAVE VIEW Ver: 17 02.02A 1213.21 ww A # E ,i 4JQZ! J t1 f C' •RJR•.• 0 278 kf NA a A Maximum Reactions (lbs), or *=PLF Loc R / U / Rw / Rh / RL / W D* 97 128 /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# 05/03/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions Installers shall provide temporary bracin per SCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom Chord shall have a properlyattachodrigidcellin9locationsshownforermanentlateralrestraintofwebsshallhavebraacm99installedperBCIsectionsB3, B7 or 910 as applicable Apply plates to each face crelruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building omponents Group Inc shall not be responsible for any deviation from this drawing any failure to build the truss In conformance with ANSIn EI 1, or for handling, shipping, installation and bracing of.trussesA seal on this drawing or cover page , . listing this drawing indicates acceptance of pro7essronar en ineering responslbili solely for the design shown. The su, battyanduseofthisyawingforanystructureistheresponsibilitoftheBuildingDesignerperANSI/TPI 1 Sec.2. For more information see this job's_ge test notes page and these web sites. ALPINE. www. alpineirw.com, TPI. www. tpinstorg.. SBCA. www. sbcindustry.com, ICC: www. iccsafe. ALPINE 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330074 Ply: 1 SEQN: 46239 / T21 / HIPM Cust R R8975 JRef: i WaM89750173 9A619A7 ,258MB/258TB ,R/01 Qly 1 FROM ROG DrwNo 122 18 1549,23239 Truss Label: HiG KD t DF 05/0212018 7' 10' 10" 7 7' 3 10 7 C 8 72 3X66 4X4( A2) 2X4 3X6 C T5„11 r` 3'4"13 7'1"12 3'8" 11 Tt"12 10' 10"7 T' Loading Criteria ( psf) Wind Criteria Snow Criteria (Pg Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL 2000. Wind Std ASCE 7-10 Pg: NA Ct NA CAT NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL 1 W TCDL 17.00 Speed 150 mph Pf: NA Ce NA VERT(LL) 0 020 F 999 360 B 572 / 198 /- / 8 0 BCLL 000 Enclosure: Closed Lu. NA Cs NA VERT(TL) 0 076 F 999 240 F 995 / 224 / 11 3 BCDL 10.00 Risk Category: II Snow Duration: NA HORZ(LL) 0.012 F - E 611 / 207 ! - / - / - / 5.7 Des Ld 4700 EXPC HORZ(TL) 0 030 F Wind reactions based on MWFRS NCBCLL 000 Mea Mean Height: 15.00 ft TCDL: 4.psf Code / Misc Criteria Creep Factor 2.0 B Min Big Width Req = 1 5 Soffit 000 BCRL: 5.0 p sf Bldg Code: FBG 6th ed 2017 Max TC CSI: 0.805 F Min Big Width Req = 1.5 Load Duration: 1. 25 MWFRS Parallel Dist: 0 to h/2 TPI Sid : 2014 Max BC CSI: 0.681 E Min Brg Width Req = 1.5 Bearings B, F, & E are a rigid surface. Spacing: 24.0 " C&C Dist a: 3,00 ft Rep Factors Used: No Max Web CSI: 0.181 Bearings B & F require a seat plate. Loc. from endwall NA FT/RT:20(0)/10(0) GCpi: 0 18 Plate Type(s) Members not listed have forces less than 375# Wind Duration 1 60 WAVE VIEW Ver 17 02 02A 1213 21 Maximum Top Chord Forces Per Ply (Ibs) Lumber Chords Tens. Comp. Value Set: 13B ( Effective 61112013) B - C 179 -449 Top chord 2x4 SP #1 :T2 2x4 SP #2 N: Bot chord 2x4 SP #2 N Webs 2x4 SP # 3 Lumber value set " 1313" uses design values approved 1/3012013 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. p,S FiC WindWind Right oreactions d vertical notstoexped wind pressure. ,_.+• (";•. w • 11 G • Q' iRwwARlAlilRk 0 278 i%0 !L 0510, /2018 INARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating. handling. shiooina. installing and bracing. Refer to and follow the latest ed tttacnea ri9ia ceiling Locations shown torpermanent lateral restraint of webs Shan have bracing Installed per bU61 sections 1'3, 67 or b10 is applicable Apply Oates to each face of truss andpositionasshownaboveandontheJointDetails, unless noted otherwise. Refer to irawings 160A-Z for standard plate positions. Ipine, a divisionofITWBuildinQomponentsGroupIncshall not be responsible for any deviation from this drawing any failure to build the russ in conformance with ANSI/1 11, or for handling, shipping, installation and bracing of,trussesA seal on this drawing or Cover pa e isting this drawing indicates acceptance of pprofessional en ineerin responsibility solely for the de n shown. The suiFabtiity ind use of this drawing for any structure is theresponsibilitloftheBuildingDesignerperANSI/TPI 1 S C. or more information see this rob's oenerai notes oaoe and these web sites. ALPINE. wwwaloineaw, com TPI. wwwtoinst oro SECA. www sbcindustrv. com. ICC www iccsaf ALPINE FN tiW C01A('NVY 2400 Lake Orange Dr. Suite 150 Job Number: N330074 Ply 1 SEQN: 46240 / T41 / MONO! Cust R R8975 JRef: 1 WaM89750173 9A6/9A7 ,258MB1258TB ,R101 Qly 1 FROM RDG DrwNo 122.18,1549,22176 Truss Label: MG1 KM / WHK 05/02/2018 4X4A(A1) sb Loading Criteria (psr) Wind Criteria TCLL 20,00 Wind Std: ASCE 7-10 TCDL 17,00 Speed: 150 mph BCLL 0.00 Enclosure: Closed BCDL 1000 Risk Category. II EXP C Des Des Ld 47,00D Mean Height 22 44 It 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 611/2013) Top chord 2x4 SP #1 Bot chord 2x6 SP SS Webs 2x4 SP #3 Lumber value set 13B" uses design values approved 1 /30/2013 by ALSC Special Loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 78 pif at 0.00 to 78 pif at 7,00 BC: From 10 pif at 0.00 to 10 pif at 7,00 BC: 765 lb Conc. Load at 1.40, 3,40, 5,40 Wind Wind loads and reactions based on MWFRS Right end vertical not exposed to wind pressure. 4' 10" 4' 10" Snow Criteria (Pg Pf in PSF) Pg: NA Ct NA CAT: Ni Pf: NA Ce: NA Lu NA Cs NA Snow Duration NA Code / Misc Criteria Bldg Code FBC 61h.ed 201 TPI Std 2014 Rep Factors Used. Yes FT/RT:20(0)/10(0) Plate Type(s) WAVE T AYR B D C 08 3X12 27' 7' Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL) 0.012 D 999 360 VERT(TL): 0 044 D 999 240 HORZ(LL): -0-009 D - - HORZ(TL): 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 Saoo : OR\V.-*# 0 27'11%, &S/ONAk- Maximum Reactions (Ibs) Loc R /U 1Rw /Rh /RL /W A 1521 /499 /- !- !- 14.0 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 05/03/201 s WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing.Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBGA) fb safety practices prior to performing these functions. Installers shall provide temporary bracin per BCSI. Unless noted otherwlse,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erlyattachdrigidcedingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginstalledperBCSIsections63, B7 or 910 as appiica a Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSIlI PI 1, or for handli4 shipping, Installation and bracing of,trussesA seal on this drawin or over page , listing this drawing, indicates acceptance of proiessionaf en ineeni g responsibility solely for the desiggn shown. ofhe P.MabilityanduseofthisyawingoranystructureisaresponsibilitoftheuildingDesigrierperANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites. ALPINE. www.apineitw_com; TPI www.tpinst ork.SBCA w, sbctndustrycom ICC www.iccsaf RUN,= 2400 Lake Orange Or. Suite 150 Orlando FL, 32837 Job Number: N330074 Ply 1 SEQN 46241 / T12 / VAL 9A6/9A7 ,258MB/258TB .R/01 Qty 2 FROM. PFH Truss Label: MV2 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 4700DDes 10 00 Mean Height: 22.56 It TCDL: 4.2 psf Soffit: 000 BCDL 5.0 psf Load Duration 1.25 MWFRS Parallel Dist 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 It GCpi: 0 18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Valley truss connection to truss below shall be designed and furnished by others . 3'6"12 4' 3'6"12 5' 4 4, X6" 12 3'6" 12 Code I Misc Criteria Bldg Code: FBC 6th ed 201 TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE 4' Defi/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL). NA VERT(TL): NA HORZ(LL): 0.004 E HORZ(TL) 0.009 E Creep Factor: 2 0 Max TC CSI 0,198 Max BC CSt 0.164 Max Web CSI: 0,083 VIEW Ver 17.02 01A 1115,21 pbtKart R F. ATE fj •e wa.• 0 278 Q ON 05/03/2018 Maximum Reactions (lbs), 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 Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlin shipping. installing and bracing. Refer to and follow the latest edition of BCSI (BuildingtSafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary SCSI. Unless noted oytherwise,top chord shall have properly attached structural sheathingg and bottom hord shall have a propperly ii!d ceding Locations shown for permanent lateral restraint of webs shall have bracing Installed per BC I sections B3, B7 or 810 le Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise, kofer to' 60A-Z for standard plate positions. a division of ITW Build n Components Group Inc shall not be responsible for any deviation from this drawing an gfailure to build the conformance with ANSt1( PI 1, or for handlin, shippiniq, Installation and bracing of_trussesA seal on this drowi tni or cover page . , this fitrawinq indicates acceptance of pro esslona en ineerinq responslbili sole for the desi n sho n. The s i'Mabllityeothis frawing for any structure is the responsibility of the Building Desigrfer pe ANSIfTPI 1 S6c.2. information see this job's general notes page and these web sites. ALPINE. www.alpineitw.com. TPI. w wv tpinslor Sg6CA. www.shcindustry coin. Icc. www.iccsaf nN rtw cowmw 2400 Lake Orange Dr. Suite 150 Orlando FL,32837 Job Number: N330074 9A6/9A7 ,258M6/258TB .R/01 Truss Label: MV1 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 Category: II EXP C Des Ld 4700 Mean Height: 23.06 ft NCBCLL: 10,00 TCDL 4.2 psf Soffit: 0,00 BCDL 5.0 psf Load Duration. 1,25 MWFRS Parallel Dist h/2 to h Spacing: 24.0 " C&C Dist a 3 00 ft Loc. from endwall: not in 9.00 ft GCpr 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set " 136" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Valley truss connection to truss below shall be designed and furnished by others Snow Criteria (Pg, Pf in PSF) Pg NA CtNA CAT:N/ Pf NA Ce: NA Lu NA Cs: NA Snow Duration. NA Code / Misc Criteria Bldg Code: FBC 6th.ed 201 TPI Sid 2014 Rep Factors Used. Yes FT/RT:20(0)/10(0) Plate Type(s) WAVE Ply 1 : SEQN 46242 / Tit / VAL Gust: R R8975 JRef 1 WaM89750173 Qty 2 FROM. PFH DrwNo: 122.18 1549.22490 KM / WHK 05/02/2018 Defl/CSI Criteria PP Deflection in loc Udell L/# VERT(LL) 0 007 B 999 360 VERT(TL): 0.027 B 999 240 HORZ(LL) 0.003 B - - HORZ(TL): 0.007 B Creep Factor: 2.0 Max TC CSI: 0.057 Max BC CSI 0.132 Max Web CSI: 0.000 VIEW Ver: 17.02.01A.1115.21 e ATE OF• 0 278 *n`S/0 A rukttas tuttr 05/03/201 H Maximum Reactions (Ibs), or *=PLF Loc R /U /Rw !Rh iRL /W D* 97 / 16 / 60 / - / 12 1240 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 quire extreme care in fabricating, handlingg shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building t Safety Information, bV TPI and SBCA) fbi safety practices prior to performing these functions Installers shall provide temporarryyBCSI. Unless noted oytherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a pro Ply i id cellin9 Locations shown for permanent lateral restraint of webs shall have bracen Installed per BC I sections B3, 67 or 910 e AppTy plates to each face oftrussand position as shown above and on the Join Details, unless noted otherwise. Refer to' 60A- Z for standard plate positions. vision of ITW Build omponents Group In shall not be responsible for any deviation from this drawingg any failure to build the visionwith AN511T 11, or for handlin s, ippinlq, installation and bracing of,trussesA seal on this drawing or cover page. drawing indicates acceptance of prdffesslonar en ineering responsibility solely for the design shown. The suitability thisdrawingforanystructureistheresponsibilitoftheBuildingDesigfierperANSIITPI1S`bc.2. mation see this iob's oeneral notes Daae and these web sites: ALPINE. wwwalDineitw. corn TPI. www. toinst ore: SBCA. www. sbcindustry Corn ICC. www iccsaf F1;M= 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330074 9A6/9A7 ,258MBl258TB ,R/01 Truss Label: HJ7 B a 3 A 2X4(A1) Loading Criteria (psf) Wind Criteria TCLL 2000. Wind Std ASCE 7-10 TCDL 17.00 Speed. 150 mph BCLL 000 Enclosure Closed BCDL 1000 Risk Category II EXP: C Des Ld 47,00 Mean Height: 15.00If NCBCLL: 0,00 TCDL. 4.2 psf Soffit: 0.00 BCDL 5.0 psf Load Duration: 125 MWFRS Parallel Dist: 0 to h/2 Spacing. 24.0 " C&C Dist a: 3 00 ft Loc from endwall: NA GCpi: 0 18 Wind Duration. 1.60 Lumber Value Set: 136 (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #1 Webs 2x4 SP 93 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Loading Hipjack supports 6-11-8 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Additional Notes Provide (3) 0.131"x3 0", min toe -nails at top chord. Provide (3) 0.131"0.0", min toe -nails at bottom chord. Ply: 1 SEQN: 46243 / T23 / HIP_ Cust R R8975 JRef i WaM89750173 Qty: 3 FROM: HMT '.... DrwNo: 122.18.1549.19977 KM / WHK 05/0212018 5'2"5 9110,11 57 5 4'711 FE 4X4 E 9'5" 7 410 9' S" 7 97 10" 1 Snow Criteria (Pg.Pf in PSF; Defl/CSI Criteria I L Maximum Reactions (Ibs) Pg NA Ct NA CAT: NA, PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W Pf NA Ce: NA VERT( Ll.): 0.017 C 999 360 B 425 / 125 1- /_ ! - / 10.6 Lu NA Cs: NA VERT( TL): 0.067 C 999 240 ! E 443 / 56 / 1 to / 1.5 Snow Duration. NA HORZ(LL): 0.006 F D 305 / 156 /_ /_ / 1 5 HORZ(TL): 0.014 F Wind reactions based on MWFRS Code / Misc Criteria Creep Factor: 2.0 B Min Brg Width Req = 1 5 E Min Brg Width Req = Bldg Code: FBC 61h.ed2017MaxTCCSI: 0,901 TPI Std 2014 Max BC CSI: 0,623 D Min Brg Width Req = - Bearing B is a rigid surface. Rep Factors Used No MaxWebCSI: 0.420 Bearing B requires a seat plate. FT/RT:20(0)/10(0) PI T ate ype(s) Members notlisted have forces less than 375# WAVE VIEW Ver 17.02 01A 1115 21 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. B -C 341 -817 71- TE : 4 R ()R\ Q ''-\ 41 oy t i '"*e.wrawywt) 278 0 r Ti"' 1i1' 05/03/2018 Maximum Bot Chord Forces Per Ply (Ibs) ChordsTens-.Comp. B - F 769 - 308 Maximum Web Forces Per Ply ( Ibs) Webs Tens.Comp. C - F 333 - 831 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI and SBCA) for safety practices prior to performing these functions Installers shall provide temporary BCSI Unless noted oytherwlse,top chord shall have properly attached structural sheathing and bottom hord shall have a propperly i Id ceiling Locations shown for permanent lateral restraint of webs shall have bracingq installed per BCI sections B3, B7 or 610. e Afp,l plate, to each face orPtruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to 60A-Z for standard plate positions. Tina, a division of ITW Buildin Components Group Inc shall not be responsible for any deviation from this drawing an failure to build the v 11C111 11 ss m conformance with ANSI/ PI 1, or for handlin j shippmfq, installation and bracingof,trussesA seal on this drawing or cover page . - 2400 Lake Orange Dr. ing this drawin indicates acceptanceofproesslonaengineeringresponsibillt solely for the des' n shown. The suitability 9 d use of this 9rawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 K.2. Suite 150 more information see this job' s general notes page and these web sites. ALPINE: www.alpineitw.com: TPI: www.tbinst.oro: SBCA. www.sbcindustry com. ICC: www.iccsafe.oro Orlando FL, 32837 Job Number: N330074 Ply 1 SEQN 46244 / T42 / HIP_ Cust R R8975 JRef 1 WaM89750173 9A6/9A7 ,258MB/258TB ,R/01 Qty: 4 FROM HMT DrwNo. 122 18 1549.22491 Truss Label: HJ7A KM / WHK 05/02/2018 57 3 9'10"1 5'2"3 4714 Loading Criteria (psf Wind Criteria TCLL: 20.00 Wind Std ASCE 7-10 TCDL 17.00 Speed 150 mph BCLL 000 Enclosure Closed BCDL 1000 Risk Category II EXPC Des Ld 47.00 : D Desd. OAO Mean Height 22.18 ft TCDL 4 2 psf Soffit 000 BCDL 5 0 psf Load Duration: 1,25 MWFRS Parallel Dist 0 to h/2 Spacing: 24. 0 " C&C Dist a: 3,00 ft Loc. from endwall: NA GCpi 0, 18 Wind Duration 1,60 Lumber Value Set. 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set " 1313" uses design values approved 1/ 30/2013 by ALSC Loading Hipjack supports 6-11-8 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Additional Notes Provide (3) 0.131"x3.0", min toe -nails at top chord. Provide (3) 0.131 "x3.0", min toe -nails at bottom chord. 9'S" 10 4 Snow Criteria ( Pg. f in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA' PP Deflection in loc L/defi L/# Loc R / U / Rw / Rh / RL / W Pf NA Ce: NA VERT(LL) -0 023 C 999 360 B 423 / 181 / 4 9 Lu: NA Cx NA VERT(TL). 0.061 C 999 240 ; E 439 / 101 / 1.5 Snow Duration. NA HORZ(LL). -0.010 E D 312 ( 209 / 1.5 HORZ(TL): 0.012 E Wind reactions based on MWFRS Code / Misc Criteria Creep Factor: 2.0 B Min Brg Width Req = 1.5 Bldg Code. FBC 6th.ed 2017 Max TC CSI: 0.809 E Min Brg Width Req = - TPI Std: 2014 Max BC CSI: 0,621 D Min Brg Width Req = - Rep Factors Used: No FT/RT20 0 110 0 Max Web CSI: 0.392 Bearing B is a rigid surface. Members not listed have forces less than 375# Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) WAVE VIEW Vec 17.02.01A.1115 21 Chords Tens Comp B - C 441 - 743 E itATE 11 el t 0 278 A* rr 0NlsaAiNtttV t 05M3%2018 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 quire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building t Safety Information, by TPI and SBCA) for safety practices prior to performing these functions Installers shall provide temporary BCSL Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom hord shall hav a propperly aid ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCI sections 63, 7 or B10 le.- Apply plates to each face, of truss and position as shown above and on the Jomt9Detads, unless noted otherwise Refer to a division of ITW Buildincl omponents Group Inc, shall not be responsible for any deviation from this drawin apv failure to build the conformance with ANSI/ t 1 1, or for handling, shipping, mstallatidn and bracing of trussesA seal on this drowi g or cover page , his drawin indicates acceptance of pro esslona engineering responsfbilit solely for the design shown. The suitability e of thisgiawingforanysructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sbc.2. KOM= ArvI COMPANY 2400 Lake Orange Dr. Suite 150 Orlando FL.32837 Job Number: N330074 Ply: 1 SEQN: 46245 / T31 / HIP_ Cust RR8975 JRef. 1WaM89750173 9A6/9A7 ,258MB/258TB ,R/01 Qty: 1 FROM: RDG DrwNo: 122.18,1549.22098 Truss Label: HJ74 KM / WHK 05/02/2018 5'37 9110,11 5'37 4'6" 10 D 2.83 12 r_ 4X6 C N N B.:_._. 3'15 A H. G_ F E i r Loading Criteria (psf) TC L L: 20,00 TCDL 17.00 BCLL 0,00 BCDL 10,00 Des Ld 47 00 NCBCLL 0.00 Soffit: 0,00 Load Duration: 1.25 Spacing: 24.0 " 1r5" Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP:C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1,60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1 /30/2013 by ALSC Loading Hipjack supports 6-11-8 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Additional Notes Provide (3) 0.131"x3.0", min toe -nails at top chord. Provide (3) 0.131"x3.0", min toe -nails at bottom chord. 5'1"11 5T'11 4' 1 "8 6" 14 9'3"3 9110"1 Snow Criteria (Pg.Pf in PSF) 1 Defl/CSI Criteria ! Maximum Reactions (Ibs) Pg: NA Ct NA CAT: NAj PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.038 G 999 360 H 415 / 128 / - / - / 10.6 Lu: NA Cs: NA VERT(TL): 0.142 G 999 240 E 427 / 64 / - / 0 / 1.5 Snow Duration: NA HORZ(LL): 0.009 F D 305 / 151 / - / - ! t5 HORZ(TL): 0,020 F Wind reactions based on MWFRS Code / Misc Criteria Creep Factor: 2.0 H Min Brg Width Req = 1,5 Bldg Code: FBC 6th.ed 2011 Max TC CSI: 0.786 E Min Brg Width Req = - TPI Std: 2014 Max BC CSI: 0.673 D Min Brg Width Req = - Rep Factors Used: No Max Web CSI: 0.579 Bearing H is a rigid surface. Bearing H requires a seat plate. FT/RT:20(0)/10(0) Plate Type(s): 1 Members not listed have forces less than 375# WAVE, 18SS VIEW Ver 17 02 01A 1115.21 1 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. B - C 375 - 1283 R ATE Aio- FjF •e+•craw R ONAk- 0 278 rq ar,rttnttttutc Na°',t' 05/)3;2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - G 1237 - 360 G - F 1225 - 367 Maximum Web Forces Per Ply (Ibs) Webs Tens. Comp. C - F 382 -1275 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS s require extreme care in fabricating, handling, shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (BuildingnentSafetyInformation, by TPI and SBCA) fr safety practices prior to performing these functions. Installers shall provide temporary per BCSI Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom Chord shall have a properly d rigid ceiling Locations shown forAermanent lateral restraint of webs shall have bracin installed per BCI sections B3, B7 or B10livable. Apply plates to each face, or truss and position as shown above and on the Join Details, unless noted otherwise. Refer to' gs 160A-Z for standard plate positions. a division of ITW BuilM;+Components Group Inc. shall not be responsible for any deviation from this drawing an failure to build theIconformancewithANSInPI1, or for handling, shipping, installation and bracing of,trussesA seal on this drawiX19 or cover page , this drawing, indicates acceptance of pro esstona engineering responstbili solely for the design shown. The sui abilityseofthisdrawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. information see this job's general notes page and these web sites: ALPINE. www.alpineitw.com, TPI www. 1pinstorg: SBCA: www.sbcindustry.coin ICC: www.iccsaf ALPINE R Cf1WP 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330074 Ply: 1 L SEQN 462461 T50 / HIP_ 9A6l9A7 ,258MB/258TB .R/01 Oty 1 FROM: HMT Truss Label: HJ7S '... 3X4(B1) Loading Criteria (psf) Wind Criteria TCLL 20.00 Wind Sid. 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: 22.43 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 Lac from endwall: NA GCpi: 0,18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6(1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "'I 3B" uses design values approved 1/30/2013 by ALSC Loading 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 57'3 9110,11 5,2"3 47'14 9'51,10 9'5"10 Snow Criteria (Pg.Pf in PSF) Pg: NA Ct NA CAT: 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: No FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL) -0.023 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 0orZ; f if0 " ATE ;rQ 9027 8 MM 05/03/20 j 8 C Cust R R8975 JRef: 1 WaM89750173 DrwNo: 122.18.1549, 20319 KM / WHK 05/02/2018 Maximum Reactions (Ibs) Loc R /U /Rw !Rh !RL /W A 382 / 160 / - / 4.9 D 443 /105 !- !- /15 C 311 l211 /- /- / 1,5 Wind reactions based on MWFRS A Min Brg Width Req = 1 5 D Min Brg Width Req = - C Min Big 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 fabricating, handlingg shlgpin installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) fog safety ractices 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 attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing9 Installed per BCSI sections 83, 67 or 610 as applicable. Apply plates to each face. of truss and position as shown above and on the Joint Details, unless noted otherwise Refer to drawings 160A-Z for standard plate positions Alpine, a division of ITW B ild ,$l omponents Group Inc shall not be responsible for any deviation from this drawin any failure to build the truss m conformance with AN51/l PI 1, or for handl% shipping, installation and bracing of,trussesA seal on this dr'Awing or cover page, listing this drawing, indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitabilityanduseofthisdrawingforanystructureistheresponsibilityoftheBuildingDesigrierperANSITPI1Sec.2. For more information see this jab's general notes Page and these web sites: ALPINE: www.alpineitw.com. TPI. www.tpinstorg.. SBCA. www.sbcintlustrycom: ICC. www.iccsafe K m3whh,= AN:i1V COMPArvv 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330074 9A6/9A7 ,258MB/258TB ,R/01 Truss Label: HJ1 12 4.24 Loading Criteria (psr) TCLL 20.00 TCDL 17.00 BCLL 0.00 BCDL 10.00 Des Ld 47.00 NCBCLL 10.00 Soffit 0,00 Load Duration: 1.25 Spacing. 24.0 " Lumber Value Set: 13B (Effective 611/2013) 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"0.0", min. toe -nails at bottom chord. rl"% Ply: 1 SEQN: 34330 / T16 / HIP_ Cust RR8975 JRef: iWaM89750173 Dry 2 FROM PFH DrwNo 122.18.1549.23486 KID / DF 05/02/2018 C 2X4(A1) m Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Cc NA CAT NA PP Deflection in loc L/defl L/# Maximum Reactions (Ibs) Loc R /U /Rw /Rh !RL /W Pf: NA Ce NA VERT(LL) NA B 150 / 138 / 274 / - / 32 / 7 0 Lu: NA Cs NA VERT(TL). NA D -13 / 30 / 26 / - / 1.5 Snow Duration: NA HORZ(LL) -0 000 D C -31 / 80 / 52 / - / 1.5 HORZ(TL) 0.000 D Wind reactions based on MWFRS Code / Misc Criteria Creep Factor 2 0 B Min Brg Width Req = 1.5 Bldg Code: FBC 6th.ed 2017 Max TC CSI: 0.338 D Min Brg Width Req = - TPI Std: 2014 Max BC CSI 0 043 C Min Brg Width Req = - Rep Factors Used Yes Max Web GSI 0 000 Bearing B is a rigid surface Bearing B requires a seat plate. FT/RL20(0)/10(0) i Plate Type(s): Members not listed have forces less than 375# WAVE i VIEW Ver: 17 02.02A. 1213.21 ATE C ' c f .R RII 1RRR V1 riatr+utrtuaoo 05/03/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingq shipping, installing and bracing.Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI and SBCA) fbr safety practices prior to performing these functions Installers shall provide temporary bracin er BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attach d rigid cellin9 Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3, B7 or 810,ahk as applicable Appty plates to each face. of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINEdrawings160A-Z for standard plate positions. Alpine, a division of ITW B ildlncL omponents Group Inc shall not be responsible for any deviation from this drawing any failure to build the 1- ,,,;,,. truss in conformance with XIN 1 11, or for handling, shipping. installation and bracing of,trussesA seal on this drawing or cover page , , 2400 Lake Orange Drlistingthisdrawing, indicates acceptance of protesstonaf engineering responsibility solely for the design shown. The "n ability Suite t50anduseofthisdrawingforanystructureisElieresponsibilityoftheBuildingDesigrierperANSI/TPI 1 S'dc.2. For more information see this jotr's general notes page and these web sites: ALPINE. wwwalpineaw. com; TR w tpinst. org; SBCA. wwwsbondustry. coin, ICC. www.iccsafe. org Orlando FL, 32837 Job Number: N330074 Ply: 1 SEQN: 46248 / T32 / HIP_ ! CusC R R8975 JRef: 1 WaM89750173 9A6/9A7 ,258M6/258T6 ,R/01 Qty 2 FROM PFH DrwNo. 122 18,1549 23425 Truss Label: HAA KD / DF 05/02/2018 Loading Criteria (psf) TCLL 20,00 TCDL 17.00 BCLL: 000 BCDL: 10,00 Des Ld 47 00 NCBCLL: 1000 Soffit: 0.00 Load Duration 1.25 Spacing: 24.0 " 12 4.24 6"6 Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: 11 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 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0.131"x3.0", min, toe -nails at top chord. Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. 4X4(B1) 10i'9 10,19 Snow Criteria (Pg. Pf in PSF) Pg:NA CtNA CAT N/ Pf NA Ce: NA Lu: NA Cs: NA Snow Duration NA Code I Misc Criteria Bldg Code: FBC 6th.ed 201 TPI Std: 2014 Rep Factors Used: Yes FT/RT 20(0)/10(0) Plate Type(s): WAVE C Defl/CSI Criteria PP Deflection in loc L/defi L/# VERT(LL) NA VERT(TL) NA HORZ(LL) 0.001 C HORZ(TL) 0 001 C Creep Factor 2 0 Max TC CSI: 0.362 Max BC CSI: 0 046 Max Web CSI 0.000 VIEW Ver- 17 02 02A 1213,21 L* V QE ATE 11,44, 0 c r•• 1R nrawll• V 0 278 l akqutt+uttWtttt RIO 05/03/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 141 / 153 / 228 1- 138 / 4.9 D 6 /10 /19 !- 1- /1.5 C -31 /70 /55 (- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Big Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions Installers shall provide temporary bracin per BCSI. Unless noted o herwise,top chord shall have proper) attached structural sheathing and bottom chord shall have a properlyattach, ri9id ceilin Locations shown forpermanent lateral restraint f webs shall hav bracin installed per BCSI sections i 3, 87 or B10 asapplicable. Apply plates to each face. of truss and position as shown above and on the Join Details, unless not otherwise. Refer to' drawings 160A-Z for standard plate positions Alpine, a division of ITW Buildincl omponents Group Inc shall not be responsible for any deviation from this drewinq anv failure to build the truss In conformance with ANSI/ 1 1, or for handling, shipping, installation and bracing of-trussesA seal on this drawing or cover page , listing this drawing, indicates acceptance of professional en meering responsibilittyv solely for the desi n shown. The suiTability anduseofthisdrawingforanystructureistheresponsibilitfoftheBuildingDesigrferperANSI/TPI 1 SilcZ For more information see this iob's oeneral notes Dace and these web sites: ALPINE. wwwalomeitw. com. TPI www.toinst. oro SBCA wwwsbcindustrv. com. ICC www. iccsat M1N (NY COMPAYy 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330074 9A6/9A7 ,258MB/258TB ,R/01 Truss Label: EJ7 Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure Closed Risk Category: II EXP C Mean Height: 15.00 ft TCDL 4.2 psf BCDL. 5.0 psf MWFRS Parallel Dist h/2 to h C&C Dist a: 3,00 It Loc. from endwall: not in 4.50 ft GCpr 0.18 Wind Duration: 1.60 Lumber Value Set: 136 (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set " 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"0.0", min. toe -nails at top chord. Provide (2) 0.131"0.0", min. toe -nails at bottom chord. Ply 1 SEON: 462491 T22 / EJAC Cust RR8975 JRef 1WaM89750173 Oty 7 FROM: RDG DtwNo 122 18 1549 22598 KM / WHK 05/02/2018 X D 7' T Snow Criteria (Pg Pf m PSF) Deft/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT. NA PP Deflection in loc L/defl L/# Loc R U / Rw / Rh ! RL W Pf: NA Ce: NA:, VERT(LL) NA B 436 ! 94 / 349 / - / 152 8.0 Lu: NA Cs: NA VERT(TL) NA D 136 113 1106 / - 1,5 Snow Duration NA HORZ(LL) 0.017 D C 237 / 113 / 153 / - /_ 1,5 HORZ(TL) 0 040 D Wind reactions based on MWFRS Code / Misc Criteria Creep Factor 2.0 B Min Brg Width Req = 1 5 Bldg Code: FBC 6th ed 2017 Max TC CSI 0 956 D Min Brg Width Req = - TPI Std 2014 Max BC CSI 0 602 C Min Brg Width Req = - Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B is a rigid surface. r r Bearing B requires a seat plate. VIEW Ver 17.02 01A.1115.21 ra+`• w• ` 1777r;o` wnr • 0c a Ut E ti stOR\ 90278 05/ 03/2018 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 (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions Installers shall provide temporary bracin per SCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attach d rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10 as applicabgle. AppTy plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to' drawings 160A-Z for standard plate positions. Alpine, a division of ITW BtfildiaComponents Group Inc shall not be responsible for any deviation from this drewing any failure to build the truss In conformance with ANSin PI 1, or for handling, shipping, mstallatidn and bracing Of_trussesA seal on this drawing or cover pa e ability listingthisdrawing, indicates acceptance of pro esstona en ineering responstbihty solely for the desr n sho n. The sut abnity and use of this drawing for any structure is the responsibilit of the Building Designer per ANSI/TPI 1 S12c.2. For more information see this joD's eneral notes pa i e and these web sites: ALPINE. wv rv. alpineaw. coin. TPI. w tpinst. or SBCA. w sbundustry. coin: ICC: . iccsafe. ALPINE 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330074 Ply 1 SEQN: 46250 1 T29 / EJAC Cust R R8975 JRef: 1 WaM89750173 9A6,9A7 ,258MB/258TB ,R/01 Qty 4 FROM RDG DrwNo 122 18 1549,21334 Truss Label: EJ74 KM / WHK 05/02/2018 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg Pf ,n PSF) TCLL 20,00 i Wind Std: ASCE 7-10 Pg: NA Ct NA CAT N/ TCDL 17,00 Speed: 150 mph Pf NA Ce NA BCLL 0.00 Enclosure Closed Lu NA Cs NA BCDL: 10.00 Risk Category: II Snow Duration NA EXP:C Des Ld 47,00 MMMeaneanHeight: 15.00 ft NCBCLL. 10,00 TCDLi psf 4.BCDL Code / Misc Criteria Soffit: 0,00 5.2 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 i 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 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. 7' 7' Defi/ CSI Criteria PP Deflection in loc L/defl L/# VERT( LL): NA VERT( TL): NA HORZ( LL). 0-017 D HORZ( TL): 0.041 D Creep Factor 2 0 Max TC CSI 0 898 Max BC CSI: 0.590 Max Web CSI: 0 000 VIEW Ver: 17.02.01A 1115,21 lot 10 278 NAk- .a 05i0312018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 426 / 115 / 329 / - / 101 / 8.0 D 134 112 /103 I- /- 11.5 C 228 !97 /132 /- /- /15 Wind reactions based on MWFRS B Min Big Width Req = 1.5 D Min Big 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 fabricating, handlin shipping, installing. and bracing. Refer to and follow the latest edition of BCSI (Building tSferyInformation, byY TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary OR. Unless noted otherwise,top chord shall have properly attached structural sheathingg and bottom Chord shall have a propperly tdcedingLocationsshownforpermanentlateralrestraintofwebsshallhavebracininstalledperBCSIsectionsB3, 67 or 910 leApplyplatestoeachfaceoftrussandpositionasshownaboveandontheJoin, Details. unless noted otherwise Refer to 60A- Z for standard plate positions, of from this drawinccl1 an ,qfailure to buildthe for thedesinrshovv7nrThesu (abilityANSIfTPI 1 Sbc.2. ALPINE is in contormance with ANSI! I YI 1 , or for nandling, sl ing this drawing indicates acceptance of ?rotes J use of this drawing for any structure is the res more information see this iob's General notes Daae and these web nn irnmmrn.. ut 2400 Lake Orange Dr Suite 150 Orlando FL. 32837 Job Number: N330074 Ply 1 SEON 462851 T40 / EJAC Cult R R8975 JRef 1 WaM89750173 9A6/9A7 ,258MB/258TB .R/01 Oty 10 FROM RDG DrwNo 122.18.1549.21554 Truss Label: EJ7A FV / WHK 05/02/2018 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 Ldi 47.00 Mean Height. 22.19 It NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 0.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h12 Spacing. 24.0 " CSC Dist a. 3.00 It Loc. from endwalL not in 4 50 ft GCpi: 0,18 Wind Duration: 1.60 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #2 N Lumber value set " 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. 7' 7' Snow Criteria (Pg Pf in PSF) Defl/CSI Criteria Fig NA Ct NA CAT NAi PP Deflection in loc L/defl L/# Pf NA Ce NA VERT(LL) NA Lu NA Cs NA VERT(TL) NA Snow Duration NA HORZ(LL) -0.014 C HORZ(TL) 0 028 D Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 6th.ed 2017 Max TC CSI 0.750 TPI Std 2014 Max BC CSI 0.596 Rep Factors Used Yes Max Web CSI 0.000 FT/RT_20(0)/10(0) Plate Type(s) WAVE VIEW Vec 17.02.01A 1115,21 S • * ww ATE w. fDV1Y7w/1 1FO`fl wj k V 0 278 Q N M^..i; 05/03/2018 C Maximum Reactions (Ibs) Loc R /U (Rw /Rh /RL W B 432 / 138 1344 / - / 200 4.0 D 136 /14 /104 l- 1- 1.5 C 250 / 170 / 150 / - / - 1 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, handlingq shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information. by TPI and SBCA) ft1r safety practices prior to performing these functions Installers shall provide temporary bracin per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a properly attach u n ggid cellin99 Locations shown for permanent lateral restraint of webs shall have bracing Installed per BC I sections B3, 67 or B10asappllcat5leAppplyplatestoeachfaceoftrussandpositionasshownaboveandontheJointDetails, unless noted otherwise. Refer to drawings 160A-Z fbr standard plate positions. Alpine, a division of ITW Buildln+Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss In conformance with AN51/ f Rl 1, or for handling, shipping, Installation and bracingg of trussesA seal on this drawing9 or cover page , listing this drawingg indicates acceptance of ro essiona en ineering responsibilitty solely for the design shoWn. The suitabilityanduseofthisdrawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sbc.2. or more information see this iob's general notes pace and these web sites. ALPINE. www.almneaw.corn TPI www t—st orc SBCA www sbcindustry com ICC Lvmnx iccsaf nni rtw ComnnNv 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330074 Ply 1 SEON 46252 / T68 / EJAC Cust R P8975 JRef 1 WaM89750173 9A6/9A7 ,258MBr258TB ,R/01 Oty 5 FROM RDG DrwNo 122 18 1549 20366 Truss Label: EJ7S KM / WNK 05/02l2018 4X4(B1) C Loading Criteria (psf) Wind Criteria TCLL: 2000 Wind Std ASCE 7-10 TCDL: 1700 Speed: 150 mph BCLL 0,00 Enclosure Closed BCDL: 1000 Risk Category II EXP C Des Ld 4700DDesd. LL Mean Height 22.44 ft 10.00 TCDL 4.2 psf Soffit: 0,00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist 0 to h/2 Spacing: 24 0 " C&C Dist a: 3.00 ft Loc. from endwall not in 4 50 ft GCpi 0 18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) 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 SnowCriteria (Pg Pf , PSF) Defl/CSI Criteria Pg NA Ct NA CAT NAPP Deflection in loc L/defl L/# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs NA VERT(TL): NA Snow Duration. NA HORZ(LL). -0.015 B HORZ( TL) 0 030 C Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 6th.ed 2017 Max TC CSI: 0,777 TPI Std 2014 Max BC CSI: 0,606 Rep Factors Used Yes Max Web CSI: 0,000 FT/ RT:20(0)/l0(0) Plate Type(s) WAVE VIEW Ver 17.02.01A.1115.21 S Q R R c ATE (`- R V tic` • •,, URA R rRR IFRtw ARR 0 278 tt t NAk. tA" j"W{Utt4N t 05/ 03120I8 B Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W A 347 /93 /255 J- J176 /- C 137 116 /107 !- /- /15 B 254 /174 /154 /- /- /1.5 Wind reactions based on MWFRS A Min Brg Width Req = - C Min Brg Width Req = - B Min Brg Width Req = - Members not listed have forces less than 375# WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building mponent Safely Information, by TPI and SBCA) for safety practices prior to performing these functions Installers shall provide temporary lcin er BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a propgeriy achod riggid ceding Locations shown for permanent lateral restraint of webs shall have bracing installed per BC i sections B3, B7 or 610, applicat3leApplylatestoeachfaceoftrussandpositionasshownaboveandontheJoinf`Details, unless noted otherwise. Refer to swings 160A-Z for siandard plate positions. line, a division of ITW BuilZ,$Components Group Inc shall not be responsible for any deviation from this drawin anv failure to build the ssInconformancewithANSI/T PI 1, or for handling, shipping, installation and bracing of,trussesA eal on this dr wirtg or cover page lingthisdrawing, indicates acceptance of ppro essiona en meerin responsibility solely for the desi n shown. The suitability duseofthisdrawingforanystructureistheresponsibilit,7of the Building Designer per ANSI/TPI 1 S%c.2. more information see this job's genera) notes Rage and these web sites. ALPINE www.alpineitw coin. TPI. www.tpinst off:. SBCA www.sbcindustry com, ICC: www.iccsaf rw rw Comrarvv 2400 Lake Orange Or. Suite 150 Orlando FL, 32837 Job Number: N330074 Ply 1 SEON 34328 / T54 / EJAC Cust. R R8975 JRO 1 WaM89750173 9A6/9A7 ,258MB/258TB ,R/01 Qty 17 FROM PFH DrwNo 122 18 154913299 Truss Label: EJi KD OF 05/02/2018 Loading Criteria (psf) TCLL 2000. TCDL: 17.00 BCLL 0,00 BCDL 10,00 Des Ld 47.00 NCBCLL 10,00 Soffit 000 Load Duration: 1.25 Spacing: 24 0 " 12 6 1 C 41,3 Wind Criteria Wind Std: ASCE 7-10 Speed:150 mph Enclosure: Closed Risk Category It 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 6/112013) Top chord 2x4 SP 92 N Bot chord 2x4 SP #2 N Lumber value set " 136" uses design values approved 1 /30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0.131"x3.0", min- toe -nails at top chord - Provide (2) 0.131"x3.0", min toe -nails at bottom chord 2X4(A1) Snow Criteria (Pg.Pf in PSF) Fig NA CtNA CAT NE Pf NA Ce NA Lu NA Cs: NA Snow Duration: NA Code I Misc Criteria Bldg Code: FBC 6th ed 201 TPI Std 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE 19 y) 00 t. t- Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(TL) NA HORZ(LL) -0.000 D HORZ(TL) 0 000 C Creep Factor 2.0 Max TIC CSI 0,170 Max BC CSI: 0.022 Max Web CSI: 0.000 VIEW Ver 17.02.02A.1213.21 f //* R ATE C V \V ,. t' RED . p, 0 278 E t r..- NAk a 4' 05/03/2018 Maximum Reactions (Ibs) Loc R fU /Rw /Rh IRL /W B 217 /84 /215 (- /31 17.0 D -14 119 /15 /- /1.5 C -60 / 72 / 38 / - / 1.5 Wind reactions based on MWFRS B Min Beg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing 6 requires a seat plate Members not listed have forces less than 375# WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating. handlin shipping. installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions Installers shall provide temporary bracin per BCSI Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a properly attachod ri id cellin Locations shown for permanent lateral restraint df webs shall hav bracin insjalled per BC I sections 63, 67 or 910, as appllcab a App y plates to each face of truss and position as shown above and on tt e Join f Details, unless noted otherwise. Refer to drawings 16OA-Z for standard plate positions Alpine, a division of ITW B4tildinAComponents Group Inc shall not be responsible for any deviation from this drawing any failure to build the truss m conformance with ANSI/) PI 1, or for handling, shipping, installation and bracing of,trussesA seal on this drawing_ or cover page, listing this drawing,indicates acceptance of pro essrona engineering responsibility solely for the desi n sho n. The sui abilityanduseofthisawingforanystructureistheresponsibilit,7 of the Building Desigrier per ANSI/TPI 1 S%c.2. For more information see this job's general notes page and these web sites. ALPINE: www.alpmeitw. com, TPI. www.tpinst. orq: SBCA. wwwsbcmdustry. com, ICC: www. iccsafe ALPINEINE ON.Nl 2400 Lake Orange Dr. Suite 150 Orlando FL,32837 Job Number: N330074 9A6/9A7 ,258MB/258TB ,R/01 Truss Label: EJ1A I 12 6 1 C 4X4(B1) Ply 1 SEQN: 46254 / T56 / EJAC Cust R R8975 JRef 1 WaM89750173 Qty 9 FROM PFH DrwNo 122,18,1549,23426 KD / DF 05/02/2018 t_ 20'8"12 b r- 20'1 "14 t_ 8" 1' 811 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg Pf m PSF) Defl/CSI Criteria TCLL 2000. Wind Std ASCE 7-10 Pg: NA Ct NA CAT: NA, PP Deflection in loc L/defl L/# TCDL 17,00 Speed 150 mph Pf: NA Ce: NA I VERT(LL): NA BCLL 0.00 Enclosure: Closed Lu. NA Cs: NA VERT(TL): NA BCDL 10 00 Risk Category II Snow Duration. NA HORZ(LL): -0.000 C Des Ld 47 00 EXP C HORZ(TL): 0.001 C NCBCLL 10.00 Mean Height 20.61 ft TCDL: 42 psf Code ! Misc Criteria Creep Factor 2 0 Soffit: 0.00 BCDL 5.0 psf Bldg Code: FBC 6th.ed 2017 Max TC CSI: 0,183 Load Duration: 1,25 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 j 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) GCpi 0 18 Plate Type(s) Wind Duration 1 60 WAVE VIEW Vec 17.02.02A.1213,21 Lumber Value Set: 13B (Effective 6/l/2013) Top chord 2x4 SP #2 N Bat chord 2x4 SP #2 N Lumber value set "'I 3B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0.131"x3.0", min toe -nails at top chord. Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. O A,T i. " R k " gp 40 278 ,; QNAL Maximum Reactions (Ibs) Loc R /U /Rw !Rh /RL /W B 194 /83 /189 !- /39 /40 D 5 /10 /12 /- /1.5 C -43 / 55 / 32 ! - 1 5 Wind reactions based on MWFRS B Min Big 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# 05/03/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions Installers shall provide temporary bracin per BCSI.. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a properlyattachodrlgldceilln9Locationsshownforpermanentlateralrestraintofwebsshallhavelaracln9InstalledperBCisectionsB3, B7 or 910asapplicableApplyplatestoeachfaceofPtrussandpositionasshownaboveandontheJoinDetails, unless noted otherwise. Refer to drawings 16OA-Z for standard plate positions. Alpine, a division of ITW BuildjiaComponents Group Inc shall not be responsible for any deviation from this drawin any failure to build the truss In conformance with AN51 I PI 1, or for handlingq,, shippingg, Installation and bracing of,trussesA seal on this dr%wingg or cover pagge listing this drawing indicates acceptance of proTessfona! engineering responsibility solely for the design shoWn. The suiFabilityanduseofthisdrawingforanystructureistheresponsibilit,7of the Building Designer per ANSI/TPI 1 Sbc.2. For more information see this job's general notes page and these web sites. ALPINE. www.alpmettw.com TPI: www.tmnstorg. SBCA. wwww.sbcmdustry com. ICC. www.iccsafe rtwc luv 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330074 Ply 1 9A6/9A7 ,258MB/258TB ,R/01 Qty: 2 Truss Label: CJ5 Loading Criteria (psf) TCLL 2000. TCDL 17.00 BCLL 000 BCDL 10.00 Des Ld 47.00 NCBCLL: 1000 Soffit 0,00 Load Duration: 1 25 Spacing 24 0 " t 4L3A 2X4( A1) Wind Criteria Wind Std. ASCE 7-10 Speed 150 mph Enclosure. Closed Risk Category: II EXP C Mean Height 15 00 ft TCDL: 42 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 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 5' 5' SEQN 46255 / T14 / JACK Cust: R R8975 JRef 1 WaM89750173 FROM RDG Drallo: 122 18 1549,22724 KD / DF 05/02/2018 Defl/ CSI Criteria PP Deflection in loc L/defl L/# VERT( LL) NA VERT( TL): NA HORZ( LL): 0-006 D HORZ( TL) 0 013 D Creep Factor: 2.0 Max TC CSI: 0A35 Max BC CSI: 0.294 Max Web CSI 0 000 VIEW Ver: 17.02.02A.1213.21 ATE 0 0278 NAL 05/ 03/2018 C Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 341 /77 1279 1- 1114 /80 D 95 /9 /72 /- /- /1.5 C 165 /79 /105 /- 1- 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 shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI and SBCA) for safety practices poor to performing these functions Installers shall provide temporary bracing per BCSI Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall hav a properly attached rigid ceiling Locations shown for ermanent lateral restraint of webs shall have bracingq Installed per BCSI sections 63, 7 or B10 asapphcaeApplyplatestoeachfaceofptrussandpositionasshownaboveandontheJointDetails, unless noted otherwise Refer to drawings 160A•Z for standard plate posdions Alpine, a division of ITW Building omponents Group Inc shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI/1 1 1, or for handling, shipping, installation and bracing of.trussesA seal on this drawing or cover page , listing this drawing indicates acceptance of pro essiona en ineerm responsibility solely for the design shown. The sui ability anduseofthisdrawingforanystructureistheresponsibilityoftheBuildingDesigrierperANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE. www.alpineitw.com, TPo. www. tpinst or, SaCA. wwwsbcindusvX coin ICQ_www.iccsaf plepTiON rx? NPnNv 2400 Lake Orange Or. Suite I E Orlando FL, 32837 Job Number: N330074 Ply i SEQN 462561 T25 / JACK Cust.R R8975 JRef 1 WaM89750173 9A6/9A7 ,258MB/258TB ,R/01 Qty: 2 FROM ROG DrwNo 122.18.154922910 Truss Label: CJ54 KD / OF 05/02/2018 Loading Criteria (psf) TC L L. 2000. TCDL 1700 BCLL 000 BCDL 10.00 Des Ld 47.00 NCBCLL 10,00 Soffit 0,00 Load Duration: 1.25 Spacing 24.0 " k_ 3"15 i_ Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category 11 EXP C Mean Height 15.00 It TCDL: 4.2 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 113012013 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) Fig NA Ct NA CAT: W Pf: NA Ce: NA Lu NA Cs NA Snow Duration. NA Code / Misc Criteria Bldg Code: FBC 6th.ed 201 TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s). WAVE 5' Defl/CSI Criteria PP Deflection in loc L/deft L/# VERT(LL): NA VERT(TL): NA HORZ(LL): 0.006 D HORZ(TL): 0.014 D Creep Factor 2 0 Max TC CSI 0.403 Max BC CSI: 0,286 Max Web CSI: 0.000 VIEW Ver 17 02 02A 121321 i • ATE . 0 278 "" s/aNAL 05/03/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 333 /92 /263 /- /76 /8.0 D 94 /9 /71 (- /1.5 C 158 /67 /91 l- 1- 1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling,shipping, installing and bracing. Refer to and follow the latest edition of SCSI (BuildingComponentSafetyInformation, byv TPI and SBCA) safety practices prior to performing these functions Installers shall provide temporary bracing per BCSI.. Unless noted otherwise,top chord shall have properly attached structural sheathingg and bottom Nord shall have a propperly attached ri91d ceiling Locations shown for permanent lateral restraint of webs shall have bracm99 insTalled per BC I sections B3, B7 or B10 as applicame. Appty Oates to each face of truss and position as shown above and on the JoineDetails, unless noted otherwise. Refer to' drawings 16OA-Z for standard plate positions. Alpine, a division of ITW BuildinclComponents Group Inc shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSI/l PI 1, or for handling, shipping, installation and bracing of_trussesA seal on this dr9wing or cover pa e , listing this drawing indicates acceptance of pro essiona en ineering responsibilitty solely for the design shown. The sui ability and use of this drawing for any structure is the responsibilit? of the Building Desigfier per ANSI/TPI 1 S o,2. For more information see this iob's general notes i)aoe antl these web sites. ALPINE: www.aloineitw.cont TPI. www. toinstoro. SBCA. wwwsbeindustrv. coin. Icc www.imsat 2400 Lake Orange Dr. Suite 150 Orlando FL.32837 Job Number: N330074 9A6/9A7 ,258MB/258T6 ,R/01 Truss Label: CJ5A Loading Criteria (pst) Wind Criteria TCLL: 20,00 Wind Std: ASCE 7-10 TCDL 1700 Speed: 150 mph BCLL 000 Enclosure Closed BCDL 10.00 Risk Category: II EXP: C Des Lcr 47 00 Mean Height: 21,69It NCBCLL 10.00 TCDL 4.2 psf Soffit: 000 BCDL 5.0 psf Load Duration 1,25 MWFRS Parallel Dist: 0 to h/2 Spacing. 24 0 " C&C Dist a: 3.00 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. 12 6 5' 5' Ply: 1 SEON: 46257 / T33 / JACK City 9 FROM: RDG D Snow Criteria (P9,Pt in PSF) Defl/CSI Criteria Pg: NA CL NA CAT: NA PP Deflection in loc L/clef! L/# Pf NA Ce NA VERT(LL): NA Lu NA Cs NA VERT(TL) NA Snow Duration NA HORZ(LL): -0.006 C HORZ(TL). 0.010 D Code / Misc Criteria Creep Factor: 2.0 Bldg Code FBC 6th ed 2017 Max TC CSI 0 489 TPI Std 2014 Max BC CSI: 0 306 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 x ATE •` R 0 278 "IV, /QNAL 05/03/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL W B 337 / 108 / 274 ! - / 147 4.0 D 97 /10 /74 /- 1.5 C 174 1117 1103 !- 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 sses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building nponent Safety Information, by TPI and SBCA) foo'r safety practices prior to performing these functions. Installers shall provide temporary n per BCSI Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyshodngidceilingLocationsshownforermanentlateralrestraintofwebsshallhavebracinginsTalledperBCSIsectionsB3, B7 or B10applicableApplyplatestoeachfaceortrussandpositionasshownaboveandontheJoinDetails, unless noted otherwise. Refer to gigs 160A-Z for standard plate positions. a division of ITW Buiidin9 Components Group Inc shall not be responsible for any deviation from this drawin any, failure to build the conformance with ANSin PI 1, or for handling, shipping, installation and bracing of trussesA seal on this drowitig or cover page , this drawing indicates acceptance of pro Fesstonaf engineering responsibility solely for the design shoWn. The suitabilityeofthisyawingforanystructureistheresponsibilityofthebuildingDestgerperANSI/TPI 1 S'&c.2. information see this job's general notes pac,e and these wetr sites: ALPINE. www.alpineitw.com. TPI: - tpinst. org, SBCA: www.sDcindustry com: ICC. www.iccsal ALPINE 1 irn coMnNr 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 Job Number: N330074 9A6/9A7 ,258MB/258TB ,R/01 Truss Label: CJ5S Loading Criteria (psf) TCLL 2000 TCDL: 17.00 BCLL 000 BCDL 1000 Des Ld: 4700 NCBCLL 10.00 Soffit: 0,00 Load Duration: 1.25 Spacing: 24.0 " 4X4(Bl) Wind Criteria Wind Sid. ASCE 7-10 Speed 150 mph Enclosure: Closed Risk Category: II 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 ft Loc. from endwall not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set 13B (Effective 611/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "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"00", min. toe -nails at top chord. Provide ( 2) 0.131"x3.0", min, toe -nails at bottom chord. Snow Criteria (Pg,Pf in PSF1 Fig NA Ct NA CAT N) Pf NA Ce NA Lu: NA Cs: NA Snow Duration NA Code / Misc Criteria Bldg Code. FBC 6th.ed 201 TPI Sid: 2014 Rep Factors Used. Yes FT/ RT:20(0)/10(0) Plate Type(s). WAVE Ply: 1 SEON. 46258 / T43 / JACK CUSt R R8975 JRet 1 WaM89750173 Oty: 1 FROM ROG DnwNo 122 18.154923100 KD / OF 05/ 02/2018 5' 5' Defl/ CSI Criteria PP Deflection in loc L/defl L/# 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 1774 w ATE 4v i twww. wa www 00 278',` f% NA'L-. 05/03/2018 C Maximum Reactions ( Ibs) Loc R / U / Rw / Rh / RL / W A 249 /63 / 183 /- /123 /- C 99 /12 / 77 /- /- 115 B 180 /122 / 109 /- /- 11.5 Wind reactions based on MWFRS A Min Brg Width Req = C Min Big Width Req = B Min Brg Width Req = Members not listed have forces less than 375# WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a propperly Id ceding Locations shown for permanent lateral restraint of webs shall have bracing installed per BC I sections B3, B7 or 610 le.- Apply platestoeachfaceortrussandpositionasshownaboveandontheJointDetails, unless noted otherwise. Refer to g Coon nts Group Inc. shall not be responsible for any deviation from this drawin anv failure to build the TPI 1, oror handling shipping, mstallahan and bracng of,trussesA eai on this drwirtg or cover page _ , acceptance of proTessronaf engineering responslbllrty solelyor the desi n shown. The suiFablhty any structure is a responsibility of the building Oeslgr er per ANSI(fPl 1 Sc.2. rat notes page and these web sites. ALPINE_ www_alDineitw_com- TPI. www. Winst. oro: SBCA www. sbcindustrv.corn: (CC. www. iccsafe. ALPINE nry (tW COMCNf/ 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 Job Number: N330074 9A6/9A7 ,258MB/258TB ,R/O1 Truss Label: CJ3 Loading Criteria (psf) TCLL 20,00 TCDL 1700 BCLL 0.00 BCDL 10.00 Des Ed: 4700 NCBCLL. 10,00 Soffit: 000 Load Duration: 1.25 Spacing: 24.0 " f_ 4'3 t_ 2X4(A1) 1 0 _i_ - Wind Criteria Wind Std. ASCE 7-10 Speed: 150 mph Enclosure. Closed Risk Category. II EXP:C Mean Height: 15.00 It TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist 0 to h/2 C&C Dist a: 3.00 It Loc. from endwall: Any 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 N/ Pf NA Ce. NA Lu NA Cs NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 6th.ed 201 TPI Sid 2014 Rep Factors Used Yes FT/RT 20(0)/l0(0) Plate Type(s): WAVE Ply 1 SEQN 46259 / T19 / JACK Cust R R8975 JRef 1 WaM89750173 Qty 2 FROM LEG DrwNo 122.18.1549.22723 KM / OF 05/02/2018 C 3' Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL) NA VERT(TL). NA HORZ(LL) 0 001 D HORZ(TL): 0.002 D Creep Factor: 2.0 Max TC CSI: 0,188 Max BC CSI: 0,097 Max Web CSI: 0,000 VIEW Ver: 17.02,01A-111521 a ATE P «« w«rww•«« ` V 40 278` `EQ(A,a"r Maximum Reactions (Ibs) Loc R /U /Rw !Rh IRL /W B 250 /61 /214 !- /75 /8.0 D 54 /4 /42 (- 11 5 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# 05/03/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping. installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSaafetyInformation, byY TPI and SBCA) fo'r safety practices prior to performing these functions Installers shall provide temporary bracing per BGSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a propperly attached ngid ceding Locations shown for ermanent lataral restraint of webs shall have bracingq installed per BC1 sections 63, B7 or 810. as applicable. Apply places to each face ofptruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Build n CComponents Group Inc shall not be responsible for any deviation from this drawm an failure to build the truss in conformance with ANStI PI 1, or for handlin, shippinfq, installation and bracing of,trussesA seal on this drawing or cover pa e. . listing this drawingg indicates acceptance of pro essiona en ineerin9g responsibilittyv solely for the desi n hown. The sui bilityanduseofthisdrawingforanystructureistheresponsibiIWofthetuildingDesigrSerperANSI/TPI 1 S c.l. For more information see this iob's General notes naoe and these web sites ALPINE- www aloineim com- TPI www toinst orn SBCA www sbe-dustry com ICC www Iccsat w:-w ::oUouav 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330074 9A6/9A7 ,258MB/258TB ,R/01 Truss Label: CJ3S Loading Criteria (psf) TCLL 2000. TCDL: 17,00 BCLL 0,00 BCDL 10,00 Des Ld 47 00 NCBCLL 10,00 Soffit: 0.00 Load Duration 1,25 Spacing: 24.0 " t 6"6 Wind Criteria Wind Sid 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 "136" uses design values approved 1 /30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0.131"x3.0", min. toe -nails at top chord. Provide (2) 0.131"0.0", min. toe -nails at bottom chord Ply i SEQN: 462601 T55 / JACK Cust. R R8975 JRef 1 WaM89750173 City 1 FROM: RDG DrwNo 122 18.1549.23096 KO / DF 05/02/2018 12 B 4X4(B1) Snow Criteria (Pg,Pf in PSF) Pg NA Ct NA CAT N/ Pf NA Ce. NA Lu NA Cs NA Snow Duration. NA Code I Misc Criteria Bldg Code FBC 6th.ed 201 TPI Sid: 2014 Rep Factors Used. Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE IN 3' 3' Defl/CSI Criteria PP Deflection in loc Udefl L/# VERT(LL) NA VERT(TL): NA HORZ(LL). -0.002 B HORZ(TL)_ 0.003 C Creep Factor: 2.0 Max TC CSI: 0.296 Max BC CSI: 0.117 Max Web CSI: 0,000 VIEW Ver 17.02.02A.1213.21 0 278 *111 QNAt- 05/03/2018 Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W A 151 /35 /110 (- /72 /- C 58 /6 /45 /- /1.5 B 108 / 73 166 / - 1,5 Wind reactions based on MWFRS A Min Brg Width Req = - C Min Brg Width Req = - B Min Brg Width Req = - Members not listed have forces less than 375# WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingq shi ping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) fbi sa ety practices prior to performing these functions Installers shall provide temporary bracing per BCSI.. Unless noted otherwise,top chord shall have proper)Y attached structural sheathing and bottom hord shall have a properly attached rigid ceilln9 Locations shown for ermanent lateral restraint of webs shall have bracing insTailed per BCI sections 83, 67 or 810 as applicable. Apply plates to each face ofptruss and position as shown above and on the Joint Retails, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions Alpine, a division of ITW Bttildlnl omponents Group Inc. shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with AN51/l 1 1, or for handlin shipping, installatidn and bracing of,trussesA seal on this drawing or over page , listingthis drawing, indicates acceptance of pro) essionar en ineeringg responsibility sole) for the desi n shov7n. The suiabiliandseofthisdrawingforanystructureistheresponsibilityofthebuildingDesigrierperANSI/TPI 1 S C. Ty For more information see this iob's oeneral notes adds and these web sites: ALPINE. www aioineitw.com. TPI. www.toinstoro: SBCA. www.sbcmdustry com: ICC. www.iccsaf ALNE eW. f'1r+rnrn- 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330074 9A6/9A7 ,258M8/258T6 ,R/01 Truss Label: CJ34 Loading Criteria (psf) TCLL: 2000 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 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 endwail Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 611/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0.131"x3 0", min. toe -nails at top chord. Provide (2) 0.131"x3.0", min, toe -nails at bottom chord. Snow Criteria (Pg,Pf in PSF) Pg NA Gt NA CAT:N/ Pf NA Ce NA Lu NA Cs NA Snow Duration. NA Code / Misc Criteria Bldg Code: FBC 61h.ed 201 TPI Std: 2014 Rep Factors Used Yes FT/RT20(0)/10(0) Plate Type(s): WAVE 31 Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL). NA VERT(TL): NA HORZ(LL): 0.001 D HORZ(TL): 0.002 D Creep Factor: 2.0 Max TC CSI: 0,161 Max BC CSI: 0,090 Max Web CSI: 0,000 VIEW Ver: 17.02.02A.1213.21 a. R ATE P RR R•rlR/ 0 278 • d. QiV , V.1k':T, ' 05/03/2018 Gust R R8975 JRef: 1 WaM89750173 DrwNo 122.18.154923098 KD / DF 05/0212018 A Maximum Reactions (Ibs) Loc R !U /Rw / Rh /RL /W B 244 / 71 / 201 1- / 50 / 8-0 D 53 /4 /40 /- / 1.5 C 85 /36 /47 /- / 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. handlin shipping, installing and brae ng. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions Installers shall prowde temporary bracing per BGSI. Unless noted otherwtse,top chord shall have properly attached structural sheathing and bottom hord shall have a properly attached riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCI sections 63, 67 or 10, as appltcat5le Apply platestoeachfaceoftrussandpositronasshownaboveandontheJoInF4Detalls, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions Alpine, a division of ITW Build ln CComponents Group Incshall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANW1 1, or for handlin j shippin , installation and bracing of,trussesA seal on this drawing or cover page , listing this drawing, indicatesacceptanceofpro) esstonal en ineering responsibility solely for the design shown. The suitability, and use of thisArawingforanystructureisfheresponsibilityofthet3uildingDesignerperANSI/TPI 1 Sec.2. For more information see this jabs general notes page and these w®b sites. ALPINE. www.al ineitw.com TPI: www.tPinst. or SBCA. wwwsbcodus" com, ICC. www. iccsaf 2400 Lake Orange Dr Suite 150 Orlando FL. 32837 Job Number: N330074 9A6/9A7 ,258MB/258TB ,R/01 Truss Label: CJ3A f_ 6"6 t_ Loading Criteria (psf) Wind Criteria TCLL 2000 Wind Std ASCE 7-10 TCDL: 1700 Speed 150 mph BOLL: 0.00 Enclosure: Closed BCDL 10.00 Risk Category: 11 EXP: C Des Ld 4700DDes Mean Height 21.19 ft 10 00 TCDL 4.2 psf Soffit 000 BCDL 5.0 psf Load Duration 1,25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc from endwall Any GCpi. 0,18 Wind Duration 1 60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bat chord 2x4 SP 92 N Lumber value set "I 3B" uses design values approved 1 /30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design Additional Notes Provide (2) 0.131"x3.0 min. toe -nails at top chord. Provide (2) 0.131"0.0", min, toe -nails at bottom chord. 4X4(B1) Snow Criteria (Pg, Pf in PSF) Pg NA Ct.NA CAT N/ Pf NA Ce: NA Lu. NA Cs: NA Snow Duration NA Code / Misc Criteria Bldg Code FBC 6th.ed 201 TPI Sid: 2014 Rep Factors Used: Yes FT/RT20(0)/l0(0) Plate Type(s): WAVE Ply: 1 SEQN: 46262 / T38 / JACK Cust R R8975 JRef 1 WaM89750173 City: 9 FROM: RDG DrwNo 122 18 1549 22800 KID / DF 05/02/2018 3' 3' Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(TL): NA HORZ(LL): -0.001 C HORZ(TL): 0 001 C Creep Factor 2.0 Max TC CSI: 0.266 Max BC CSI: 0.101 Max Web CSI: 0,000 VIEW Ver: 17.02.02A.1213.21 R iD { CJ : p1 EE 0 278 a %ANAL 05/03/201 & Maximum Reactions (Ibs) Loc R /U !Rw /Rh /RL /W B 245 / 82 / 208 / - / 96 / 4.0 D 56 /4 /43 !- /1.5 C 97 / 67 154 ! - / 1 5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling,shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI and SBCA) fr safety practices prior to performing these functions Installers shall provide temporary 13 Si. Unless noted o herwise,top chord shall have properlyY attached structural sheathingg and bottom chord shall have a propperly Id cellin9 Locations shown forpermanent lateral restraint of webs shall have bracin insTalled per BCSI sections B3, B7 or 610 ileApplyplatestoeachfaceoftrussandpositionasshownaboveandontheJoinDetails, unless noted otherwise. Refer to 60A- Z for standard plate positions vision of ITW Building omponents Group Inc shall not be responsible for any deviation from this drawin any failure to build the Ifarma C ,with ANSI/! 1 1, or for handling, shipping, mstallaGon and bracing of,trussesA seal on this drUinq or cover page , drawing indicates acceptance of ro essiona engineering responsibility solely for the desi n shovTn. The sui ablhty If this drawing for any structure is the responsibility of the Building Designer per ANSIfTPI 1 S%c.2. oration see this lob's general notes oaae and these web sites: ALPINE. www. almneitw. coin: TPI. wwwtoinst. oro. SBCA. www sbcindustry com ICC www Iccsaf WON= AN- i. COWA, 2400 Lake Orange Or Suite 150 Orlando FL, 32837 Job Number: N330074 9A619A7 ,258MB1258TB ,R/01 Truss Label: CJ1 Loading Criteria (psf) TCLL: 20.00 TCDL 17.00 BCLL: 000 BCDL 10,00 Des Ld 47.00 NCBCLL, 1000 Soffit: 0.00 Load Duration: 1 25 Spacing 24.0 " i 4" 3 I 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 If Locfrom endwalL Any GCpi: 0.18 Wind Duration 1 60 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "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. F Ply 1 SEQN 46263 / T20 / JACK % Cust R R8975 JRef 1 WaM89750173 Qty: 2 FROM ROG DrwNo: 122 18 1549 23101 KD / DF 05/02/2018 12 6 C 2X4( A1) 11 Snow Criteria (Pg,Pf in PSFI 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/ RTi20(0)/10(0) Plate Type(s): WAVE M O M 1' 1' Defl/ CSI Criteria PP Deflection in loc L/defl L/# VERT( LL): NA VERT( TL): 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 s 02 A V 0 -ww A A ATEA 4. cr,p, r + wRwwtwwRw'y V ai 0 278 rQ NM-tt` V P. wrtt utu 05/ 03/2018 A Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL !W B 194 / 64 / 186 1- / 37 / 8.0 D 9 /10 /14 /- /15 C - 15 /29 /21 !15 Wind reactions based on MWFRS B Min Brg Width Req = 1 5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingg shipping, installing. and bracing. Refer to and follow the latest edition of &CSI (Building Component Safety Information, by TPI and SBCA) fbr safety practices prior to performing these functions Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a properly attached rl991d ceiling Locations shown for ermanent lateral restraint of webs shall have bracingq installed per BCSI sections B3, 87 or 61 Q as applicafSle Apply plates to each face ofptruss and position as shown above and on the Joint Details, unless noted otherwise Refer to drawings 16OA-Z for standard plate positions. Alpine, a division of ITW Buildlne omponents Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with AN51li RI 1, or for handlin j shipping, installation and bracing of.trussesA seal on this drawing or cover page , . listingthisdrawinggindicatesacceptanceofpro) en ineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is fhe responsibilit of the Building Deslgrier per ANSI/TPI 1 Sec.2. or more information see this lob's general notes pane and these web sitesALPINE www.abineitw.com. TPI www.winst.ora SBCA. www.sbcindustry coin. ICC. www iccsaf 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330074 Ply: 1 9A6/9A7 ,258MB/258TB ,R/01 Qty 2 Truss Label: CJ14 SEQN: 46264 / T28 / JACK Cust: R R8975 JRef: 1 WaM89750173 FROM RDG DrwNo 122.18.1549,22893 KD / DF 05/02/2018 12 4 p C U f_ F ek 315 A K 7 t t f 1 p 2X4(A1) Loading Criteria (psf) Wind Criteria TCLL 2000. Wind Std: ASCE 7-10 TCDL 1700 Speed: 150 mph BCLL 000 Enclosure: Closed BCDL 1000 Risk Category 11 EXP C Des Ld 47 00DDes Mean Height 15.00 ft 10.00 TCDL: 4.2 psf Soffit 000 BCDL: 5,0 psf Load Duration 1 25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3 00 ft Loc. from endwall: Any GCpL 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set " 136" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0.131"x3.0", min, toe -nails at top chord. Provide (2) 0.131"x3 0", min, toe -nails at bottom chord. 1r Snow Criteria (P9Pf in PSF) Defi/CSI Criteria Pg NA Ct NA CAT: NA • PP Deflection in loc L/defl L/# Pf. NA Ce: NA VERT(LL). NA Lu NA Cs: NA VERT(TL) NA Snow Duration: NA HORZ(LL). 0.000 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: 17A2.02A 1213 21 V ` V R•" we ` 1l ATE CYF ;' c y`.`,`S jQ fV Al, 0 278 `+ t tutrna t tttN t'` 05/03/2018 Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 189 /85 /172 /- /25 /8.0 D 8 /10 /15 /- /1.5 C -15 / 25 122 l - / 1.5 Wind reactions based on MWFRS B Min Big Width Req = 1.5 D Min Brg Width Req = - C Min Brig Width Req = - Bearing B is a rigid surface. 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 sses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building nponent Safety Information, by TPI and SBCA) f r safety practices prior to performing these functions Installers shall provide temporary. ing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properlyshedrigidcellin9gLocationsshownforpermanentlateralrestraintofwebsshallhavebracingInsalledperBCSIsections63, B7 or 610aPphca. e._ Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise Refer to a division of ITW BuildiacLComponents Group Inc shall not be responsible for any deviation from this drawing an failure to build theconformancewithANSI1, or for handling, shipping, installation and bracing Of,trussesA seal on this drawiXq or cover page , this drawing indica es acceptance of ro7esswnaf en ineeriny responsibili solely for the design shown. The suitabilityeofthisdrawingToranystructureistPheresponsibilitofthebuildingDesignerperANSI/TPI 1 Sec.2. information see this job's general notes page and these web sites. ALPINE. wwwalDineitw. coin: TPI. www. toinstOra. SBCA. wwwsbandustry coin. [CC www.iccsal ALPINE 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330074 Ply 1 SEQN 46265 / T39 / JACK Cust R R8975 JRef: 1 WaM89750173 9A619A7 ,258MB/258T8 ,R/01 Qty 12 FROM: RDG DrwNo 122 18 1549.23238 Truss Label: CAA KID / DF 05/02/2018 6"6 1__ Loading Criteria (psf) Wind Criteria TCLL 2000. Wind Std: ASCE 7-10 TCDL 17.00 Speed 150 mph BCLL 0,00 Enclosure: Closed BCDL 10,00 Risk Category: II EXP C Des Ld 47,00 Mean Height: 20.69 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 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 (2) 0.131 "x3.0", min. toe -nails at top chord. Provide (2) 0.131"0.0", min. toe -nails at bottom chord. 12 6 C fir B A ': D 4X4(B1) 1' Snow Criteria (Pg.Pf in PSF) Defi/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL W Pf NA Ce: NA VERT(LL): NA B 181 / 71 / 172 ! - / 47 1 4 0 Lu NA Cs: NA VERT(TL). NA D 14 / 5 / 14 ! - 1.5 Snow Duration. NA HORZ(LL) -0 000 C C -6 / 22 / 18 / - 1 5 HORZ(TL). 0.001 C Wind reactions based on MWFRS Code / Misc Criteria Creep Factor 2 0 B Min Brg Width Req = 1.5 Bldg Code: FBC 6th ed 2017 Max TC CSI 0 183 D Min Brg Width Req = - TPI Std 2014 Max BC CSI 0 020 C Min Brg Width Req = - Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B is a rigid surface FT/RT:20(0)/10(0) Members not listed have forces less than 375# Plate Type(s): WAVE VIEW Ver 17 02 02A 1213 21 f A R•/1 If M91 t 0278 u wrrnattu+t+` s`4* 05/03/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingg shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) fb safety practices prior to performing these functions Installers shall provide temporary bracin per SCSI. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom hord shall have a properly attach d n9fd ceding Locations shown for ermanent lateral restraint of webs shall have bracin installed per BC I sections B3, 67 or 610 as applicable Apply plates to each face oftrussand position as shown above and on the Joini Details, unless noted otherwise. Refer to drawings 16OA-Z for standard plate positions. Alpine, a division of ITW BuildinQ CComponents Group Inc., shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI Rl 1, or for handling, shipping, installation and bracing of,trussesA seal on this drawing or cover page . listing this drawing indicates acceptance of pro) essfonaf engineering responsibility solely for the desi n shown. The suitability and use of this rawing for any structure is the responsibility of the Building Desigrier per ANSIITPI 1 S c.2. For more information see this iob's oeneral notes bade and these web sites. ALPINE. wwwaloineirw. comp TPI. www toinst Ora SECA www sbcindustry Com )CC www i saf ALPINEINE AN IIWCOMPANY 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330074 Ply 1 SEQN: 46266 / T65 / JACK Cust: R R8975 JRef: 1 WaM89750173 9A6/9A7 ,258MBl258TB .R/01 Qty 1 FROM: RDG DrwNo 122 18 154923253 Truss Label: CJ1S KD / DF 05/02/2018 z Loading Criteria (psr) !, Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL17.00 Speed 150 mph BCLL: 0,00 Enclosure: Closed BCDL: 10.00 Risk Category: II Des Lid 47,00 EXP: C NCBGLL 10.00 Mean Height: 20.94 ft TCDL 4.2 psf Soffit: 0.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3,00 It Loc. from endwall: Any GCpi: 0.18 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 6 c 4X4( B1) C Snow Criteria (Pq.Pf in PsF) Pg: NA Ct NA GAT N) Pt NA Ce NA Lu NA Cs NA Snow Duration. NA Code / Misc Criteria Bldg Code: FBC 6th.ed 201 TPI Std: 2014 Rep Factors Used: Yes FT/ RT:20(0)/10(0) Plate Type(s): WAVE 20` 10"12 cQ ,_ b 20' 1"14 Defl/ CSI Criteria PP Deflection in loc L/defl L/# VERT( LL) NA VERT( TL) NA HORZ( LL) -0,000 B HORZ( TL): 0.000 B Creep Factor 2 0 Max TC CSC 0.031 Max BC CSI 0 009 Max Web CSI 0.000 VIEW Ver 17.02-02A-1213-21 w JJ k sATIw ff " ft••Rw•w w 0 27849v,IONA lt 05/ 03/2018 Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W A 54 /7 /38 (- /22 /- C 18 /2 /14 l- f- /1.5 B 34 / 25 121 /- / 1.5 Wind reactions based on MWFRS A Min Brg Width Req = - C Min Brg Width Req = B Min Brg Width Req = - Members not listed have forces less than 375# WARNING'" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingq h ndlind shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and S9CA) fbF safRety 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 riggid ceiling Locations shown for Aermanent lateral restraint of webs shall have bracing Installed per BCSI sections B3. B7 or B10, asappicaale. Apply places to each face ofPtruss and position as shown above and on the Joinf Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Components Group Inc shall not be responsible for any deviation from this drawin anv failure to build the I 1, or far handling shipping, installatl nand for of,truI I seal an this dr wirtg or cover page , - acceptance of prollessionaf engineering responsibility solely for the desi n shown. The suitabfhty any structure is the responsibility of the building Desig er per ANSIITPI 1 S c.2. ral notes pane and these web sites. ALPINE www. aloineitw. com. TPI: www. minst. ora: SBCA www.sbcindustry com. ICC www iccsaf A1. 41 LNEAN 1IW=0MRINT 2400 Lake Orange Dr, Suite 150 Orlando FL, 32837 Job Number: N330074 9A6/9A7.258MB/258TB R/01 Truss Label: FG1 2 Complete Trusses Required 2'3" 15 11101,15 Ply 2 SEQN:462671 T70 /FLAT Cust:RR8975JRef 1WaM89750173 Oty 1 FROM:RDG DrwNo 122 18 1549 21069 KM / WHK 05/02/2018 5" 4'414 66"5 8'612 10'4"5 12'1"14 14'514 16'6"l 18*6"l 5" 2'0" 15 2'1 " 7 2'07 119,19 119,19 2'4"l 2'0"2 2 20'10" 1 20'5"1 5'; 11111, — 4X10 T1 6X6 4X8 6X12 8X8 4X10 4X12 6X6 5X10 B C D E F G H I T3 j K W7 W9 W6 W8 W10 W19= W20 BL1 T S R:-"! Q P B2 0 N M i,L 08 8X10 8X14(--) 4X6 2X4 8X8 4X6 T1 1 "9 12'6"9 2'07 2'07 111"15 11111,15 2'3"9 2'2"9 1'11 2'0"2 2'0"8 2'3"8 2'07 4'0" 14 6'013 8'0" 12 10A"S 12'6"14 14'5" 14 166"1 18'6"9 2010111 Loading Criteria (psf) Wind Criteria Snow Criteria (P9 Pf,,) PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL 40,00 Wind Sid NA Pg NA Ct NA CAT: NA! PP Deflection in loc L/defl L/# Loc R /U IRw /Rh /RL W TCDL 10,00 Speed NA mph Pf NA Ce NA VERT(I-Q. 0.178 0 844 360 V 2251 /45 1 - 10 i - 5.7 BCLL 0.00 Enclosure NA Lu. NA Cs NA VERT(TL) 0 312 0 614 240 R 11451/- 1 40 BCDL 5.00 Category. NA Snow Duration NA HORZ(LL), 0 013 G - - L 4469 /- - 3 0 Des Ld 55,00 EXP NA Mean Height NA ft HORZJL): 0.018 G V Min Brg Width Reg = 1.5 NCBCLL: 0.00 TCDL NA psf Code / Mise Criteria Creep Factor 2 0 R Min Brg Width Reg = - Soffit 2,00 BCDL. NA psf Bldg Code: FBC 6th ed 2017 Max TC CSI 0773 L Min Brg Width Reg = 1,9 Load Duration 1 00 MWFRS Parallel Dist, NA TPI Std 2014 Max BC CSI 0904 Bearings V, R, & 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) 1: NA GCpr 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 C - D 1883 -92 H - 1 0 -4553 Value Set: 13B (Effective 6/1/2013) Brg blocks:O. 128"x3" nails D - E 5495 0 1 - 1 0 -4542 Top chord 2x6 SIP SS:TI 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, WT W8, Wt 2, W20 2x4 SP 2 W Refer to drawing CNNAILSP1 014 for more information. W9 2x6 SP #2 N Maximum Bot Chord Forces Per Ply (Ibs) W1 0, Wt 9 2x4 SP 2400f-2,0E 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 1130/2013 by ALSC S - R 66 -2221 O-N 5186 0 Nailnote R- 0 0 -8001 N-M 4542 0 Q- P 3041 0 Nail Schedule:O. 128"0" nails Top Chord: 1 Row @ 2,75" o.c. Maximum Web Forces Per Ply (Ibs) BotChord 1 Row @12.00" o,c. Wei 1 Row @ 4" o,c. 11111111111114"Ift Webs" "Jens C-omp.. Webs--, Tens. Com-p. Use equal spacing between rows and stagger nails in each row to avoid splitting. A- V 20 - 716 F - Q A- U 597 -74 Q-G 0 - 689 0 3980 U - B 49 -748 G-P 1010 0 PlatingNotesB - T 47 -621 P - H 0 -2069 All plates are 04 except as noted.• 1 Refer C - S 0 -2282 H - N 72 -714 plate( s) require special positioning. to scaled plate plot details for special positioning 0 S - D 1161 0 1 - N D - R 0 -3780 J - M 0 - 545 0 - 1163 requirements, 6 R- E 0 -3463 M-K 4890 0 Loading E-Q 3925 0 K-L 0 -2346 Girder supports: 30-0-0 span to TC one face and 2- 0-0 span to TC/BC split opposite face. E Purlins The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. 0 0 2 05/ 03/2018 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating. handli% shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an SECA) r safety practices prior to performing these functions, Installers shall provide temporary bracin per BCSI. Unless noted otherwise.top chord shall have properly attached structural sheathingand bottom hord shall have a properly attachnidceiling. Locations shown for permanent lateral restraint I webs shall have bracing installed per BC I sgctions B3 B7 or 910 as ap lica e. _AppTy plates to each face of truss and position as shown above and on the Join Details, unless note otherwise. Refer to' drawings 160A Z for standard plate positions. Alpine, a division of ITW ALPINE B ilcfi;+Fomponents Group Inc. shall not be responsible for any deviation from this dr?win%,a9y failure to build the trussinconformancewith, XNSI 11, or for handlinj shipping, installation and bracing of trussesA seal on this dr winq or cover e listing this drawin, indicates acceptance of lessiona engineering responsibili solely for the design shovTn. The P.Mability 2400Lake Orange Dr. and use of this drawing for any structure is Keoresponsibility of the guilding Desig%er per ANSIrTPI 1 Sec.2. Suite 150 For more information these web sites: ALPINE www.alpineitw.com. TPI wwwtotnstOra SBCA Ofiando FL 32837 Job Number: N330074 Ply 1 SEON 46268 / T17 / SY42 Cust RR8975 JRef 1WaM89750173 9A6/9A7 ,258MB/258TI3 ,R/01 Oty 9 FROM: PFH DrwNo: 122.18.154923518 Truss Label: FT'1 KD / DF 05/02/2018 8 1 "8 10 6' 10 18'8' 10 8,1„ 8 2,5„ 2 8 2„ 4$ 2,6„ _ 2'6"12 _ _._ 26'12 - 2'6"12 --_ 2'6"12 5„ TYP) 4X6 13X3 1.5X3 4X4 W=3X4 04 06 A B C D E F G H I J K 77'. T2512 10 512 X h a"zr . 162 t g,4., W V U T S R Q P O N M L 15X3 4X6 04 15X3 15X3 15X3 15X3 4X4 4X6 15X3 2X4 W=3X6 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 :T2 4x2 SP #1 Bot chord 4x2 SP #1 :132 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. 18'8"10 Snow Criteria (Pg Pr m PSF) 1 Defl/CSI Criteria Pg NA Ct NA CAT: NA'; PP Deflection in loc L/defl L/# Pf. NA Ce NA VERT(LL) 0233 R 939 360 Lu: NA Cs NA VERT(TL) 0 506 F 602 240 Snow Duration: NA HORZ(LL) 0 039 M - - HORZ(TL) 0 062 B Code I Misc Criteria Creep Factor 2.0 Bldg Code FBC 6th ed 2017 Max TIC CSI 0,874 TPI Sid. 2014 Max BC CSI: 0,997 Rep Factors Used. Yes Max Web CSI 0.605 FT/RT 12(0)/10(0) Plate Type(s): WAVE VIEW Ver 17.02.02A 1213.21 f% 0.r648 • y R ATE 0 110 27s`',`,` '/NAI. d, ` Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W X 1030 /- /- 7.3 J 1013 /- /- 30 X Min Brg Width Req = 1.5 J Min Brg Width Req = 1.5 Bearings X & J are a rigid surface Bearing X 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- 723 F- G 0- 2720 B -C 0 -1916 G-H 0 -2037 C- D 0- 2669 H- 1 0 -786 D- E 0- 2669 1- J 0 -850 E - F 0 -2927 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp W- V 1435 0 R- Q 2927 0 V- U 2398 0 Q- P 2474 0 U- T 2398 0 P- O 2474 0 T- S 2925 0 O- N 2474 0 S- R 2927 0 N- M 1600 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-X 0 -1008 F -Q 11 -564 A-W 1151 0 Q -G 447 0 W-B 0 -1131 G-N 0 -675 B- V 763 0 N- H 694 0 V-C 0 -744 H-M 0 -1190 C -T 471 0 M -J 1270 0 T -E 0 -618 05103/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted otherwlse,top chord shall have property attached structural sheathing and bottom hord shall have a propperly id ceilin Locations shown for permanent lateral restraint of webs shall hav bracn Installed per BC i sections B3, 67 or B10 e AppTy plates to each face or truss and position as shown above and on %e Joinf Details, unless noted otherwise Refer to 60A-Z for standard plate positions. ine, a division of ITW Building Components Group Inc shall not be responsible for any deviation from this drawing u failure to build thesInconformancewithANSIIPI1, or for handling, shippmq, installation and bracing of,trussesA seal on this drawirlg or cover page ing this drawing indicates acceptance of ppro essiona engineering responsibility solely for the desi n shown. The suitability d use of this drawing for any structure is fhe responsibility of the Building Designer per ANSIITPI 1 Skc.2. more information see this job's general notes page and these web sites. ALPINE: wwwalpineaw. com, 1PI. www. fpinstorg, SECA. wwwsbondustry.com, ICC. www. iccsaf 15- 1190-F 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330074 9A6/9A7 ,258MB/258TB ,R/01 Truss Label: FTiA Ply 1 SEQN: 46269 t T9 / SY42 i Cusl R P8975 JRef 1 WaM89750173 Qty 1 FROM: HMT DrwNo 122 18.1549.19680 KM ! WHK 05/02/2018 8' 1"8 9181,8 1815"9 r- 8,V8 1,7 1' 1"11 4 8 1'4"8 9"10 26' - 26"12 -- 2'6"12 m, _ — 2'6"12 — _ 2'6"12 ..-. TYP) Loading Criteria (psf) Wind Criteria TCLL: 40,00 Wind Std NA TCDL: 10.00 Speed NA mph BCLL 0.00 Enclosure: NA BCDL: 5.00 Category NA EXPNA Des Ld 5500 : Mean Height: NA ft NCBCLL. 10.00 TCDL NA psf Soffit: 2,00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist. NA Spacing: 24.0 " C&C Dist a: NA 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.=0.90) TC: From 100 pif at 0,00 to 100 pif at 18.34 BC: From 10 pif 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 3-10d Box or Gun nails (0.128"x3",min.). Strong back material to 1. 1 5X3 - 3X6 C D E F V U T S R Q PO 4X4 1 .5X3 '.1.5X3 1 5X3 W=3X6 177' 15 - 5X8 2X4 G H I J N ML`- K 4X6 4X6 1 5X3 17' 10 Snow Criteria iPg.Pf in PSF7 I Defl/CSI Criteria Maximum Reactions (Ibs) Pig NA Ct NA CAT. NA, PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W Pf NA Ce NA VERT(LL): 0.147 S 999 360 X 976 / - I - 173 Lu NA Cs NA VERT(TL): 0 382 D 877 240 L 3174 / - 157 Snow Duration: NA HORZ(LL): 0.027 B - - X Min Brg Width Req = 1.5 HORZ( TL): 0 045 L L Min Brg Width Req = 1 5 Code / Misc Criteria Creep Factor 2.0 Bearings X & L are a rigid surface Bldg Code FBC 611h.ed 2017 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# FTlRT12( 0)l10(0) Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens. Comp Plate Type(s) WAVE VIEW Ver 17 02 01A 1115.21 A - B 0 -679 E - F 0 - 2628 B - C 0 -1787 F -G 0 -2199 C- D 0- 2444 G- H 0- 1359 D - E 0 -2633 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. W- V 1347 0 Q- P 2502 0 V- U 2225 0 P- O 2502 0 U- T 2225 0 O- N 1894 0 T- S 2633 0 N- M 751 0 S- R 2633 0 M-L 751 0 R - Q 2502 0 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp, Webs Tens Comp A- X 0- 955 F- O 0 - 477 4Z A- W 1082 0 O- G 494 0 4", • • j W - B 0 - 1061 G - N 850 4TW * B- V 697 0 N- H 946 0 T • V- C 0- 676 H- L 0- 2428 t• i C- T 398 0 L- 1 0 - 781 be supplied by erection contractor. (?, u` f w T - D 54 -486 I - K 396 0 R - F 539 -156 Truss must be installed as shown with top chord up. fig • AZ ' A4 Ft • f wr••w' 0 278 NA rrtfliff lutto 05/ 03/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Isses require extreme care in fabricating, handling shipping, installing and bracing . Refer to and follow the latest edition of BCSI (Building mponentSafetyInformation, by TPI and SBCA) fbr safety practices prior to performing these functions. Installers shall provide temporary. Icing per BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom hord shall have a propperly ached rigid cell Locations shown for ermanent lateral restraint of webs shall have bracln9 installed per BC I sections 63. B7 or 610 applicable. AppTTy plates to each face ofptruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to' Iwings 16OA-Z for standard plate positions. ine, a division of ITW Buildlnl omponents Group Inc shall not be responsible for any deviation from this drrawinq an failure to build the s In conformance with ANSI 1 1, or for handling, shipping, Installation and bracing of,trussesA seal on this drawiXq or cover page, ing this drawing indicates acceptance of professional en ineering responslbillty solely for the desi n shov n, The suitability J use of this drawing for any structure is fhe responsibil1 of the Building Desigrier per ANSI/TPI 1 S%c.2. more information see this iob's oeneral notes oaoe and these web sites. ALPINE. www. alomeitw.com: TPI. wwwmost. ore SBCA. wwwsbcmdustry com. ICC. www. iccsaf ALPINE 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 Job Number: N330074 9A6/9A7 ,258M6/258TB ,R/01 Truss Label: F't1G Ply 1 Oty: 1 8' 1 "8 107'8 8'1„8 2,6" 4" e 2 g 2'6" 12 2'6' 12 TYP) 6X6 1.5X3 5X5 5X5 3X8 A B C D sez B2 Z Y X W V U T 15X3 6X6 5X5 J4X6 W=3X4 SEON 46270 / T71 / SY42 Cusl: R R8975 JRef. 1 WaM89750173 FROM: RDG DrwNo 122 18.1549,20335 KM 1 WHK 05/02/2018 14'9" 18,81,10 4'1"8 3'11"10 1'3"12 11"2 5 2'6"12 — _ — 18'8"14 Loading Criteria (psf) Wind Criteria Snow Criteria (PgPf In PSF) ! Defl/CSI Criteria Maximum Reactions Ibs) TCLL 40.00 Wind Std NA Pg NA Ct NA CAT NA I PP Deflection in loc L/defl L/# Loc R / U / Rw Rh / RL / W TCDL 10,00 Speed: NA mph Pf: NA Ce. NA VERT(LL): 0267 E 818 360 Z 1176 / - / - 1- / 7 3 BCLL 0 00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.512 E 578 240 K 1563 (- / - 3 0 BCDL 5.00 Category. NA Snow Duration NA HORZ(LL) 0 028 N - - Z Min Brg Width Req 1 5 Des Ld 5500 EXP NA HORZ(TL) 0 039 N K Min Brg Width Req 1.5 Mean Height NA ft NCBCLL. 10.00 ;TCDNA psf LCode / Misc Criteria CreepFactor 2 0 Bearings Z & K are a rigid surface Soffit: 2 00 BCDL NA psf Bldg Code: FBC 6th.ed 2017 Max TC CSI 0 885 Bearing Z requires a seat plate Load Duration: 1 00 MWFRS Parallel Dist: NA TPI Std 2014 Max BC CSC 0.973 Members not listed have forces less than Spacing: 24.0 " C&C Dist a NA It Rep Factors Used. Yes Max Web CSI: 0,687 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: NA FT/RT:12(0)/10(0) Chords Tens Comp. Chords Tens Comp I: NA GCpi: NA Plate Type(s): Wind Duration NA WAVE VIEW Ver 17.02 01A 1115 21 A - B 0 -915 F - G 0 -4138 Lumber B- C 0- 2464 G- H 0- 3575 C- D 0- 3571 H- 1 0- 3575 Value Set: 13B (Effective 6/1/2013) D - E 0 -4107 1 - J 0 - 3575 Top chord 4x2 SP 91 E - F 0 -4138 J - K 0 - 1482 Bot chord 42 SP #2 N :B2, B3 4x2 SP #1 Webs 4x2 SP #3 :W21 4x2 SP #2 N: Maximum Bot Chord Forces Per Ply (Ibs) Lumber value set "l313" uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC Y- X 1816 0 S -R 4115 0 Special Loads X- W 3116 0 R- Q 4115 0 Lumber Dur.Fac.=1.00 / Plate Dur Fac =1.00) W - V 3116 0 Q - P 4022 0 TC: From 100 plf at 0.00 to 100 pIf at 18.61 V - U 3116 0 P - O 4022 0 BC: From 10 pIf at 0.00 to 10 plf at 1830 U - T 4097 0 O - N 2849 0 TC: 695 lb Cone. Load at 14.63 T - S 4107 0 Plating Notes MRIlt( lsttgrf Maximum Web Forces Per Ply (Ibs) All plates are 3X6 except as noted. PPUi Webs Tens Comp.._ Webs Tens._ Comp. Additional Notes O •*•• . „•• e! A - Z 0 - 1132 A Y E - Q 387 - 486 2x6 # 3 HEM -FIR or better continuous strop back h •• ( S 1/ ' 1352 0 Y B 0 1361 Q - G 413 -38 G O 0 Attachtoeachtrusswhereshownwith3-10d Box or Gun nails (0.128"xW,min.). Strongback material to be supplied by erection contractor. 4r • Q B - X 980 0 X 628 1- 0 26 - 527 0 Cx C 0 - 959 O - J 1217 Truss must be installed as shown with top chord up. C - U 728 0 U - D 0 -1015 J - N 0 - 2066 N - K 2163 0 i D - T 403 -107 v oo , ATE +. w C U R\ Cap 40 278 4 rgrt tltMiNlAi1UN 05/ 03/2018 WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingg shipping, Component Safety Information, TPI fb installingand bracing. Refer to and follow the latest edition functions of SCSI ( Building by and SBCA) safety practices prior to performing these Installers shall provide temporary bracin BCSI Unless have bottom have a er notedotherwise,top chord shall attach dngqidceilingLocationsshownforermanentlateralproperlyattached structural sheathing and chord shall restraint of webs shall have bracin installed per BCSI sections properly B3, B7or910asapplicaf5le Apply Oates to each face ofptruss and position as shown above and on the Join Details, unless noted otherwise. Refer to' drawings 160A- Z for standard plate positions ALPINE Alpine, a division of ITW BuildlnlComponents Group Inc shall not be responsible for any deviation from this drawing any failure to build the truss m conformance ANSI PI 1, for handlinj bracing trussesA this drawing or cover a ,Twro n„y with or shipping, installation and of seal on listing this drawing, indicates acceptance of pro) en ineering responsibility solely for the design shown. and use of this drawing for any structure is the responsibilit?of the Building Desigrier per ANSIlTPI 1 Sbc.2. page, , The sui blhty 2400 Lake Orange Dc Suite 150 Job Number: N330074 Ply: 1 SEQN: 46271 / T8 / SY42 Cusl R R8975 JRef. 1 WaM89750173 9A6/9A7 ,258MB/258TB ,R/0l Qty 1 FROM PFH DrwNo 122.18.1549 19945 TrussLabel: FT1GE '.. KM / WHK 05/02/2018 2i1" 12 r2" i 2 1'9" 801,10 185" 2 1 Q 8" 10 1 `3"12 A 8 65' 14 __. _... — 2'6" — 26••12 —,_.. 27 4 — __. 2.5..8 ins.'... TYP) 2'11"-____."_ 1. 4-.-. TYP) W=3X4 3X4 3X4 I .. 4X6 3X6 4X6 6X6 A B C; Q E G H 1 J K LM T1 : - r _ t,•::; -- _ p.. is m 4.' \: +_ ., s :, t.' :, _ Sri .>_: f i 5 R Q_ P 0 .N 2 P X W V T 4X6 = 4X6 -3X4 -=.6X6 2X4 =: 3X4 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs), or *=PLF TCLL 40.00 Wind Std NA Fig NA Ct NA CAT NA•, PP Deflection in loc L/defl L/# Loc R U / Rw / Rh / RL / W TCDL: 10.00 Speed: NA mph Pf NA Ce: NA VERT(LL): 0.048 P 999 360 Z 62 (- ! - / - / 7.3 BCLL 0,00 Enclosure NA Lu NA Cs NA VERT(TL): 0 191 P 920 240 Z* 510 1 - / 108 BCDL 5.00 Category NA Snow Duration NA HORZ(LL): 0.007 0 - - L 1335 ! - / 3.0 EXP NA HORZ TL . 0 017 O Z Min Br Width Re 1.5 Des Ld 5500MeanHeight: NA it ( ) g q _ NCBCLL 10 00 Code / Misc Criteria Creep Factor: 2.0 Z Min Brg Width Req = - TCDL NA psf L Min Br Width Re 1.5 Soffit 2.00 BCDL NA psf Bldg Code FBC 6th.ed 2017 Max TC CSI 0 836 g q = P Bearings Z, Z, & L are a rigid surface. Load Duration: 1 00 MWFRS Parallel Dist NA TPI Std: 2014 Max BC CSI: 0.724 Spacing: 24 0 " C&C Dist a. NA ft Rep Factors Used: No Max Web CSI: 0.779 Bearing Z requires a seat plate. 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-2AE T1 4x2 SP #1, 1 - J 0 - 1241 Bot chord 4x2 SP #2 N Webs 4x2 SP # 3 Maximum Bot Chord Forces Per Ply (Ibs) Lumber value set " 1313" uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/30/ 2013 by ALSO --- S-R 570 0 Q -P 1937 0 Special Loads R- Q 1937 0 P- O 2034 0 Lumber Dur.Fac.= 1 00 / Plate Our Fac =1.00) TIC From 300 plf at 0,00 to 300 plf at 16.15 Maximum Web Forces Per Ply (Ibs) TIC From 100 plf at 16,15 to 100 plf at 18.59 Webs Tens.Comp. Webs Tens. Comp, BC: From 10 plf at 0.00 to 10 plf at 18.30 - - -- TC. 125 lb Conc. Load at 0.04 A - Y 0 -412 1 - R 1064 0 TC: 574 lb Conc. Load at 16.15 IRNiput Y - B 0 - 434 R - J 0 - 1074 Plating Notes a R `j C tf S - S O1521 0 - 2089 O - L 1636 0 All plates are 1. 5X3 except as noted. s aS•+ Maximum Gable Forces Per Ply (Ibs) Additional Notes Gables TensComp. Gables Ten See ANSI/TPI 1 Sect 7 for additional bracing • s. Comp requirements. Bracing material to be supplied by : ttw p + C - X 0 -409 E - V 0 428 erection contractor. ; Q. 648 D - W 0 - 390 Truss must be installed as shown with top chord up y j rC a a a R Q a. ww• 1 0278I` otlGr Y% ttt 05/03/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin . shipping, installing and bracing.. Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions Installers shall provide temporary bracin per BCSI Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom hord shall have a properly attachod ngid ceiling Locations shown for ermanent lateral restraint of webs shall have braacingq insTailed per BC I sections B3, B7 or 610 as applicable Apply plates to each face ofptruss and position as shown above and on the JoinCDetails, unless noted otherwise Refer to ' ALPINE 10111611111, drawings 160A- Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc shall not be responsible for any deviation from this drawino any failure to build the A , µ ,,1 truss in conformance with ANSI1TPI 1, or for handling, shipping, installation and bracing of,trussesA seal on this dr wing or cover page, _ 2400 Lake Orange Dr. listing this drawing, indicates acceptance of pro7esslonaf engineering responslbllrtyy solely for the desi n shown. The suiCabnrty Suite t 50 and use of thisdrawingforanystructureistheresponsibilityoftheBuildingDesigrierperANSI/TPI 1 Sec.2. For more information see this iob's oeneral notes oaoe and these web sites. ALPINE. wwwaloinedw. com TPI wwwtoms[. oro: SBCA: wwwsbandustry com: ICC. wwwiccsafe. ore Orlando FL, 32837 Job Number: N330074 Ply: 1 SEQN 462721 T6 / SY42 Cust R R8975 JRef 1 WaM89750173 9A619A7 ,258MB/258TB ,R/01 Qty: 5 FROM: RDG DrwNo 122,18.1549.19867 Truss Label: FT2 KM / WHK 05/02/2018 6'10"8 8'8" 15'6"8 6' 10"8 119"8 6110,18 4" 8 2,6« -- 2'6"12 m4, 1'4"8 V4"8 2'6"12 TYP) 4X6 4X6 1,5X3 1.5X3 1.5X3 1.5X3 A B C D E F G H t sFj2 90 i_ 5.'12 1.5X3 4A1+ 2X4 Loading Criteria (psf) Wind Criteria TCLL 4000 Wind Std NA TCDL 10.00 Speed NA mph BCLL 000 Enclosure NA BCDL: 5,00 Category NA EXP NA DDes Ld 5500Des Mean Height NA ft 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 6t1/2013) 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. I .DA,) 15'6"8 W P] 4Av 1,5X3 2X4 Snow Criteria (Pg.Pf in PSI=) Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U Rw ! Rh / RL W Pf: NA Ce NA VERT(LL) 0 117 D 999 360 S 841 7.3 Lu: NA Cs: NA VERT(TL) 0 240 D 999 240 J 841 / - T3 Snow Duration. NA HORZ(LL) 0.024 K - - S Min Brg Width Req = 1,5 HORZ(TL) 0 036 B J Min Brg Width Req = 1.5 Code I Misc Criteria Creep Factor 2.0 Bearings S & J are a rigid surface. Bldg Code. FBC 6th.ed 2017 Max TC CSI: 0,587 Bearings S & J require a seat plate TPI Std: 2014 i Max BC CSI: 0,812 Rep Factors Used Yes Max Web CSI: 0.434 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT 12(0)/10(0) Chords Tens.Comp. Chords Tens, Camp. Plate Type(s): WAVE 'VIEW Ver: 17.02.01A 1115.21 1 A - B 0 -572 E -F 0 -1920 6 - 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 1 T72 0 P-O 1772 0 L -K 1132 0 O - N 1926 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. IMgtbtll A- S 0 -822 N- F A-R 912 0 F -L 453 -49 0 489 R- B 0- 890 L- G 512 0 B- Q 512 0 G- K 0 -890 f Q - C 0 - 489 K - 912 0 C - O 453 - 49 H - J 0 - 822 1 R y tR ATE fR1Rw 1{tw 0279 er VfYAt 05/03/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin . shipping, installing, and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for sa ety practices prior to performing these functions Installers shall provide temporary bracing per SCSI. Unless noted otherwlse,top chord shall have properly attached structural sheathin and bottom hord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint bf webs shall have braacin ins, per BC I sections B3, B7 or 910 as applicable Apply Oates to each face of truss and position as shown above and on the Joint9Details, unless noted otherwise. Refer to' drawings 160A-Z for standard plate positions Alpine, a division of ITW Build lnl omponents Group Inc shall not be responsible for any deviation from this drawin any failure to build the trussinconformancewithANVI/ 0I 1, or for handlin shippin , Installation and bracing of.trussesA seal on tht dr win or cover pagge , listingthisdrawing, indicates acceptance of pro'esslonalq en lneerin responsibilittyv solely for the des q n shown. The suitability anduseofthisdrawingforanystructureistheresponsibilitoftheBuildingDesigt5erperANSIITPI1Sbc.2. For more information see this job's general notes page antl these web sites. ALPINE. www.alPineitw.com: TPi. www.tpinst. orQ SBCA: wwwstrcindustrycom. ICC. www.iccsaf ALPINE aN fiW :OM(`AN 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330074 Ply 1 SEQN 46273 / T4 / SY42 9A6/9A7 ,258MB/258TB ,13101 Oty: 1 FROM. RDG Truss Label: FT2GE '... 2'1 t"12 1'9" 1212 152" 15'G" 8 19 122.a4-4.,8 4 9 _ _.... _... _... _... 13 5 12 2 11 ..;_.. 1.4... TYP) 1X4 2X4 A B C D E F G It I _ K LM T S- Loading Criteria (pst) Wind Criteria TCLL 4000 Wind Std: ASCE 7-10 TCDL: 10.00 Speed. 150 mph BCLL. 0.00 Enclosure: Closed BCDL 500 Risk Category 11 EXP C Des Ld 5500DDes 10.00 Mean Height 15.00 It 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 It Loc from endwall Any GCpi 0 18 Wind Duration: 1.00 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set "1313" uses design values approved 1 /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 15,29 TC 324 lb Conc Load at 0.04,15.29 Plating Notes All plates are 1 5X3 except as noted Snow Criteria (Pg,Pf in PSFI Defl/CSI Criteria Fig: NA Ct: NA CAT NA PP Deflection in loc L/defl L/# Maximum Reactions (Ibs), or *=PLF Loc R /U /Rw /Rh /RL /W Pf: NA Ce: NA VERT(LL): 0 002 B 999 360 0. 382 / 31 / 31 / - / - / 186 Lu: NA Cs: NA VERT(TL): 0 008 B 999 240 Wind reactions based on MWFRS Snow Duration NA HORZ(LL) 0 001 AA - O Min Brg Width Req = - HORZ(TL): 0.002 AA Bearing AA is a rigid surface. Code / Misc Criteria Creep Factor: 2.0 Bearing AA requires a seat plate. Bldg Code: FBC 6th.ed 2017 Max TC CSI 0 424 TPI Std: 2014 Max BC CSI: 0 030 Members not listed have forces less than 375# Rep Factors Used. Yes Max Web CSI: 0.257 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. Webs Tens. Comp FTlRT:20(0)!10(0) Plate Type(s): A -AA 23 -405 Z - B 82 -449 WAVE VIEW Vec 17 02,01A.1115 21 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 7 fl`r('" L•"•T Wind # • Wind loads based on MWFRS with additional C&C member design. w• .ATE *• Additional Notes i ` ." • 4` Q "-* See ANSI/TPI 1 Sect 7 for additional bracing f""`••.. 0R` n requirements. Bracing material to be supplied by ' c erection contractor- #0 278 r1w,,"/0NA`L- Truss must be installed as shown with top chord up. 05%0312018 Wfittl+tfJWt1ll0 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, shipping, installing and bracing. Refer to and follow the latest edition of SCSI (BuildingComponentSafetyInformation, by TPI an0 SBCA) fb safety practices prior to performing these functions Installers shall provide temporary bracing per SCSI. Unless noted otherwise.top chord shall have properly attached structural sheathing and bottom hord shall have a properly attached riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BC I sections B3, B7 or 1310 as applicable Apply places to each face_ of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Build lnl omponents Group Inc shall not be responsible for any deviation from this drawin any failure to build thetrussinconformancewithANV11, or for handling, shipping, installation and bracing of_trussesA seal on this drAwinq or cover page , listing this drawingg indicates acceptance of proTessfonar en ineering responsibility solely for the design shoWn. The suitability and use of this drawing for any structure is fhe responsibilit?of the Building Designer per ANSI/TPI 1 S16c.2. nor more information see this job's general notes page and these web sites. ALPINE. www.alpmeitw.com., TPr. www.tpinst org:. SBCA _ www.sbcindustry_com, ICC. www.iccsaf 141116111111 ALPINE 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330074 Ply 1 SEQN: 46274 / T10 / SY42 Cust: R R8975 JRef: 1 WaM89750173 9A6/9A7 ,258MB/258TB ,R/01 City 4 FROM: RDG Dnallo 122 18 1549,22116 Truss Label: FT3 KM / WHK 05/02/2018 6' 10" 8 8' 5" 12 6'10" 8 17'4 4"8 2,6„ _ 2'6„1 2 1'4„8 TYP) 1'4"8 m 2'612 15'2"12 6'9^ 4X6 1.5A 1.5X3 1.E3 4X6BCDFG5 12 90 X5I92 R Q P O N M L K J I=" 1. 5X3 4X4 1.5X3 1.5X3 4X4 2X4 2X4 15' 2"12 Loading Criteria (psr) TCLL 40.00 TCDL 10.00 BCLL 000 BCDL: 5.00 Des Ld 5500 NCBCLL 10.00 Soffit 200 Load Duration 1.00 Spacing: 24.0 " Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category. NA EXP NA Mean Height. NA ft TCDL NA psf BCDL: NA psf MWFRS Parallel Dist: NA C& C Dist a: NA It Loc, from endwall: NA I: NA GCpi NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set "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 (PgPf in PSF) Pg: NA Ct NA CAT: N/ Pf: NA Ce NA Lu: NA Cs NA Snow Duration NA Code I Misc Criteria Bldg Code: FBC 6th ed 201 TPI Std: 2014 Rep Factors Used: Yes FT/ RT 12(0)/10(0) Plate Type(s): WAVE Defl/ CSI Criteria PP Deflection in loc L/defl L/# VERT( LL) 0115 E 999 360 VERT( TL) 0.221 E 999 240 HORZ( LL) 0 023 J - - HORZ( TL): 0.033 B Creep Factor 2.0 Max TC CSI 0,512 Max BC CSI 0 769 Max Web CSI 0.428 VIEW Vec 17.02.01A 1115.21 J A ATE : rr wraww 40 278' "%O"' NNA Maximum Reactions (Ibs) Loc R / U / Rw / Rh I RL / W R 831 / 72 1 831 (- / 3.5 R Min Brg Width Reg = 1.5 1 Min Brg Width Reg = 1.5 Bearings R & 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 -%2 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 05/ 03/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI and SBCA) fb safety practices prior to performing these functions Installers shall provide temporary BCSI. Unless noted oytherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a propperly liedlid ceiling Locations shown for ermanent lateral restraint of webs shall have bracin installed per BC I sections B3, B7 or B10 AppTyplatestoeachfaceoftrussandpositionasshownaboveandontheJoinf9Details, unless noted otherwise. Refer to 60A- Z for standard plate positions. a division of from this drawin any failure to build the 1 seal on this dr, wing or cover pane r for the design shown. The suiCability ANSI/ TPI 1 S6c.2. ALPINE 1 RI 1, or for r acceptance any structure more information see this 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330074 Ply 1 SEON 46275 / T5 / SY42 Gust R R8975 JRef. i WaM89750173 9A6/9A7 ,258MB/258TB ,R/01 Oty i FROM RDG DrwNo 122 18 154920928 Truss Label: FT3G KM / WHK 05/02/2018 610"8 8'5"12 11'1'A 15'2"12 6'10„8 1'74 27'8 4'1"8 48 1.2"4-<. 2,6„ 2'6"12 1'4"g TYP) 1.5X3 04 06 15X3 15X3 3X4 2X4 4X6 A B C D E F G H I i 90 r it R Q P O N M L K J, 1.5X3 4X4 1,5X3 4X4 3X4 4X10 5X8 2X4 2X4 Loading Criteria (psf) TOLL 40.00 TCDL: 10.00 BCLL 0,00 BCDL 500 Des Ld. 5500 NCBCLL: 1000 Soffit 2.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP NA Mean Height NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist NA 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 Sot 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 Our Fac.=1.00) TC: From 180 plf at 0.00 to 180 plf at 8,48 TC: From 100 pit at 8.48 to 100 pif at 15,10 BC: From 10 pif 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"x3",min.). Strongback material to be supplied by erection contractor. Truss must be installed as shown with top chord up. Snow Criteria (Pg. Pf m PSF) Fig _ NA Ct: NA CAT N/ Pf NA Ce. NA Lu: NA Cs: NA Snow Duration NA Code I Misc Criteria Bldg Code: FBC 6th ed 201 TPI Std: 2014 Rep Factors Used. Yes FT/RT:12(0)/10(0) Plate Type(s): WAVE W 15'2"12 Defl/CSI Criteria PP Deflection in loc L/defi L/# VERT(LL) 0 242 E 723 360 VERT(TL): 0.368 E 574 240 HORZ(LL) 0 030 B - HORZ(TL). 0.038 B Creep Factor: 2 0 Max TC CSI: 0.897 Max BC CSI: 0 693 Max Web CSI: 0.869 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W R 1442 /- /- /- /72 J 1670 /- /- (- /- 135 R Min Brg Width Req = 1.5 J Min Big 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. Camp. VIEW Ver 17.02.01A.1115.21 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 e • ATE Q a s QR .••• 0 270*4141iii ILL QN ,.d?t 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 - J 0 -1624 N - D 0 -427 05/03/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin . shipping installing. and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI and SBCA} for safety r'actices prior to performing these functions Installers shall provide temporary bracin per SCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a properly attached riggid ceilin Locations shown for ermanent lateral restraint of webs shall havebracin9 installed per BC I sections B3, B7 or 610 as appllcatFle App y plates to each face otptruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildinct Components Group Inc shall not be responsible for any deviation from this drawing an failure to build the truss In conformance with ANSI/-f Pl 1, or for handling, shipping, installation and bracing of,trussesA seal on this drawing or cover page , listing this drawing indicates acceptance of pro7esslonat en ineering responsrbilrtt v solely for the desi n shown. The suifabrhty and use of this drawing for any sructure is fPhe responsibilit}of the Building DesigrSer per ANSI/TPI 1 Sbc.2. For more information see this job's general notes page and these web sites: ALPINE. www.alpineitw.com: TPI. www.tpinst org.. SSCA. www.sbeindustry,com. ICC: www.iccsaf ALPINE ru+nw;e+nv.rr 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330074 Ply 1 9A6/9A7 ,258MB/258TB ,R/01 Qty 2 Truss Label: FT4 6'10"8 9'3" 12 6' 10"8 2'5" 4 4"8 2'6" 2'6" 12 1'4" 8 TYP) 4X6 1.5X3 3X4 1.5X3 A B C D 1. s jz 90 5 }l2 1.5X3 4A4 2X4 Loading Criteria (psf) TCLL 40,00 TCDL 10,00 BCLL 000 BCDL 5.00 Des Ld 55,06 NCBCLL 10,00 Soffit 2,00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Sid, 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 Loa from endwall. NA I NA GCpi. NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Bot chord 4x2 SP #1 Webs 4x2 SP #3 Lumber value set "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.). Strongback material to be supplied by erection contractor. Truss must be installed as shown with top chord up. 1 . DA.7 14'10" 12 SEQN 46276 f T57 f SY42 Cust. R R8975 JRef: 1 Wafv FROM RDG DrwNo: 122.18,1549,2184 KM / WHK 05102/2 14'10"12 57,. 5" 8. 4X6 E FG HI d, n l .5A3 4A4 •..... 1 .DA.J Snow Criteria (Pg.Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg NA Ct NA CAT. NAPP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL W Pf NA Ce: NA VERT(LL) 0 159 D 999 360 R 817 / - / - / - / - 7 3 Lu NA Cs NA VERT(TL) 0 349 D 678 240 H 804 ! - / - / - / - 3 5 Snow Duration. NA HORZ(LL) 0 035 B - - R Min Brg Width Req = 1,5 HORZ( TL) 0.055 B H Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor 2.0 Bearings R & H are a rigid surface. Bldg Code FBC 6th.ed 2017 Max TC CSI 0.849 Bearing R requires a seat plate TPI Sid 2014 Max BC CSI: 0,828 Rep Factors Used: Yes Max Web CSI: 0,456 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT:12(0)/10(0) Chords Tens.Comp. Chords Tens Camp Plate Type(s) WAVE VIEW Ver 170201A111521 A -B 0 -552 E -F B C 0 1396 F G 0 - 1482 0 A— C - D 0 -1783 G-H 0 641 D - E 0 -1789 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens, Comp. Q- P 1093 0 N- M 1789 0 P- O 1700 0 M-L 1785 0 O- N 1700 0 L -K 1198 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A- R 0 -798 C -N 410 110 A - Q 881 0 E -L 0 575 Q- B 0- 858 L- F 461 0 q B- P 482 0 F- K 0 864 7iS77 / SP- C 0- 468 K- H 958 0 71 ATE F pRRRw• 0 278/r/rS/pNA+? rrutt tutt w` 05/ 03/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing. and bracing. _ Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and $BCA) for safpety practices prior to performing these functions Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathingq and bottom hord shall have a propperly attached rigid eeilin9 Locations shown forpermanent lateral restraint of webs shall have bracln Installed per BC I sections B3, B7 or 610 as applicable Apply plates to each face_ otptruss and position as shown above and on the Joini Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildlnl omponents Group Inc shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with AN51/ I 11, or for handlingo,. shippmq, installation and bracing of,trussesA seal on this drawing or cover pane - listingthisdrawing, indicates acceptance of professlonal engineerin responsibility sole) for the design shown. The suifabllity anduseofthisrawingforanystructureisKeresponsibilityoftheBuildingDesignerper1ANSIrrPI1Sbc.2. For more informanon see this job's general notes page and these web sites. ALPINE: www. alpineitw.com: TPI. www.tpinst. org: SBCA. vrww. sbondustry — ICC: www. iccsafe AL NEPINElOMphNY 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 Job Number: N330074 9A6/9A7 .258MB/258TB ,R/01 Truss Label: FT5 5'6" 5'6" 4"8 2,6,E <r TYP) 3X6 1.5X3 3X4 A B C" Loading Criteria (ps0 Wind Criteria TCLL: 40.00 Wind Std NA TCDL 10,00 Speed: NA mph BCLL 0,00 Enclosure NA BCDL 5.00 Category: NA EXP Des Ld 55 00 : NA D5, Des00 Mean Height. NA ft TCDL: NA psf Soffit: 2.00 BCDL NA psf Load Duration: 1 00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft Loc. from endwall: NA I NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Bot chord 4x2 SP #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. Ply 1 SEQN: 46277 / T7 / SY42 Cust. R R8975 JRef 1 WaM89750173 Qly 5 FROM: ROG DrwNo 122 18.1549 22363 KM / WHK 05/02/2018 7' 3"4 11'4"12 1' 9"4 4'1"8 1' 3"12 3X4 3X4 1.5X3 3X4 15X3 C D E F L K J I H- v 3X4 1.5X3 3X4 3X4 2X4 1 1'4" 12 I Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct. NA CAT. NA PP Deflection in loc L/defl L/# Loc R ( U / Rw / Rh I RL W Pf NA Ce: NA VERT(LL) 0.079 C 999 360 1 N 620 ! - ! - 1 - 1 - 7 3 Lu NA Cs: NA VERT(TL) 0 173 C 999 240 H 607 ! - 35 Snow Duration NA HORZ(LL) 0.021 B - - N Min Big Width Req = 1.5 HORZ( TL): 0.033 B H Min Big Width Req = 1,5 Code / Misc Criteria Creep Factor: 2,0 Bearings N & H are a rigid surface. Bldg Code: FBC 6th.ed 2017 Max TC CSI: 0 612 Bearing N requires a seat plate. TPI Std: 2014 Max BC CSI: 0.758 Rep Factors Used: Yes Max Web CSI: 0.300 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT 12(0)/10(0) Chords Tens -Comp. Chords Tens. Comp. Plate Type(s): WAVE VIEW Vec 17.02.01AA 115.21 A - B 0 -394 D - E 0 -994 B - C 0 -917 E -F 0 -381 C - D 0 -1001 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp, Chords Tens, Comp, M- L 779 0 K -J 1001 0 L- K 1004 0 J- 1 770 0 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. Webs Tens. Comp A- N 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 1 J r ATE 0R pP 1 tt 0 278 t t 05/ 03/2018 WARNING'" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing. and bracing. Refer to and follow the latest edition of BC (Building o . nent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary racin per BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachdrigidceilingLocationsshownforDermanentlateralrestraintofwebsshallhavebraclnqinstalledperBCIsectionsB3, 87 or 910 as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to Jrawings 160A-Z for standard plate positions. Alpine, a division of ITW Build n omponents Group Inc shall not be responsible for any deviation from this drawin an failure to build the russ In conformance with AN611 1 1, or for handlinct, shipping, Installation and bracing of.trussesA seal on this dr awir g or cover page . . fisting this drawing, indicates acceptance of pro) esslona en ineering responstbihty solely for the desi n shown. The sui bnity and use of this drawing for any structure is fhe responsibilityof the Building Designer per ANSI/TPI 1 S%c.2. Tor more information sea this lob's general notes page and these web sites. ALPINE. wwwalpineitw. com, TPI. www. tpinst. org. SBCA. wwwsbcindustry. coin: ICC. www. iccsaf rv:iw',GMCnrv+' 2400 Lake Orange Or. Suite 150 Orlando FL, 32837 Job Number: N330074 9A619A7,258MB/258T6 R/01 Truss Label: FT6 t5" 12 5'6" 5-6" 4"8 2'6" — TYP) 3X6 1.5X3 =3X4 A B 1,5X3 2X4 M Loading Criteria (psf) Wind Criteria TCLL. 40,00 Wind Std. NA TCDL 10.00 Speed. NA mph BCLL000 Enclosure NA BCDL. 5.00 Category NA EXP NA Des Ld 5560 Mean Height NA lit NCBCLL: 10,00 TCDL. NA psf Soffit] 2,00 BCDLi NA psf Load Duration: 1,00 MWFRS Parallel Dist NA Spacing: 24.0 C&C Dist a NA ft Loc. from endwall NA 1: NA 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 "1313" uses design values approved 1/30/2013 by ALSC Additional Notes See ANSIITPI 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. Ply 1 SEQN 46278 / T2 / SY42 Cust RR8975 JRef: IVVaM89750173 Qty: I FROM RDG DrwNo. 122 18 1549 21708 KM I WHK 05/02/2018 TO" 12 1 V4"8 1' 6" 12 4'3" 12 VY 12 5"4 3X3 3X4 1.5X3 3X3 3X6 C D E F G H 11' 4"8 4 Snow Criteria (Pg Fit in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NX PP Deflection in loc, L/defl L/# I Loc R / U-- /Rw /Rh /RL W Pf NA Ce NA VERT(LL): 0,077 L 999 360 0 625 1- 7 3 Lid NA Cs NA VERT(TL). 0.154 C 999 240 G 610 133 Snow Duration NA HORZ(LL). 0.018 B - 0 Min Brg Width Req = 1.5 HORZ( TL) 0 029 B G Min Brg Width Req = 1 5 Code / Misc Criteria Creep Factor 2.0 Bearings 0 & G are a rigid Surface Bldg Code: FBC 61h.ed 2017 Max TC CSC 0.639 Bearing 0 requires a seat plate TPI Sid: 2014 Max BC CSli 0,698 Rep Factors Used: Yes Max Web CSIi 0,319 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/ RT 12(0)/10(0) Chords Tens.Comp. Chords Tens. Comp I Plate Type(s) WAVE VIEWVer 17,02,01A,1115,21 A - B 0 -398 D - E 0 f, n 000 r C 0 - 1020 f) 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 4, E 40278 05/ 03/2018 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlinp, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation. by TPI ang-SBCA) or safety practices prior to performing these functions. Installers shall provide temporary bracin er BCSI, Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom ghord shall have a properly attach8xridceiliny. Locations shown forpermanent lateral restraint of webs shall have bracing 9 installedperBCIsectionsB3B7or10 as applicame. Apply Iates to each face or truss and position as shown above and on the Join Details, unless noted otherwise. Refer to' drawings 160A-Z for standard plate positions. Alpine, a division of ITW Build nh omponents Group Inc. shall not be responsible for any deviation from this drawn any failure to build the trussinconformancewithANI11, or for handlinj shipping, installation and bracing of trussesA sea[ on this drawlinq or cover listingthisdrawin, indicates acceptance of pro) essiona e rie, Inresponsibility solely for the desicin show`n- The 4aTbility er anduse of this drawing for any structure is fhe responsib h Building Desigrier per ANSI1TPl 1 Sbc.2. For more information see this mh'.% ormeral notes naor, and these web sites ALPINE www aliameaw com TPI www Ininst Ora SBCA www sbcindustry com ICC www. iccsat ALPINE 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330074 9A6/9A7 ,258MB/258TB ,R/01 Truss Label: FT7 5'6" 5'6" 4" 8 2,6„ i TYP) 3X6 1.5X3 3X4 A B 5"12 I f 00 5'12 O 1.5X3 N 3X4 2X4 Loading Criteria (psf) Wind Criteria TOLL: 40,00 Wind Std: NA TCDL: 10,00 Speed NA mph BCLL 0.00 Enclosure NA BCDL: 5,00 Category NA EXP: NA Des Ld 5500Dd: DesMean Height NA ft 0. 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 02 SP #3 Lumber value set "'I 3B" uses design values approved 1/30/2013 by ALSC Additional Notes See ANSI/TPI 1 Sect 7 for additional bracing requirements. Bracing material to be supplied by erection contractor. Truss must be installed as shown with top chord up. Ply 1 SEQN:46279/ T1 / SY42 Gust RR8975JRef tWaM89750173 Qty: 10 FROM: RDG DrwNo 122.18 154921553 KM ! WHK 05/02/2018 7' 1"2 11'4"10 1172 4,3„8 1' 3" 12 5" 3X3 3X4 1.5X3 3X3 3X6 C D EF GH 3' I_ in f 11' 4"10 Snow Criteria (Pg.Pf in PSF) Deft/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct NA CAT: NAi. PP Deflection in too L/defl L/# 1 Loc R / U / Rw / Rh / RL W Pf NA Ce NA VERT(LL), 0.078 L 999 360 O 626 ! - 1- ! - 7.2 Lu. NA Cs: NA VERT(TL) 0 157 C 999 240 G 609 (- / - 3.0 Snow Duration. NA HORZ(LL): 0.018 B - - O Min Brg Width Req = 1.5 HORZ( TL) 0.029 B G Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor 2.0 Bearings O & G are a rigid surface Bldg Code FBC 6th.ed 2017 Max TC CSI 0.643 Bearing O requires a seat plate. TPI Std: 2014 Max BC CSI: 0,705 Rep Factors Used: Yes RepFactorsMax Web CSI: 0.320 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) 10( 0) FT/Chords Tens Comp. Chords Tens. Comp Plate Type(s): WAVE VIEW Ver 17,02 01A 1115.21 A - B 0 - 399 D - E 0 - 1025 I _ _.. B- C 0- 933 E- F 0 - 403 C- D 0 -1031 F -G 0 -449 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. N- M 788 0 L -K 1031 0 M- L 1033 0 K- J 854 0 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. Webs Tens. Comp. A- O 0- 609 K- E 381 0 A- N 637 0 E- J 0 - 642 N - B 0 -618 J -G 672 0 40278* 4`r ONA t 05/ 03/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions Installers shall provide temporary bracing per BCSI. Unless noted otherwese,top chord shall have properly attached structural sheathing and bottom hord shall have a propperly attachedrigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracmginstalledperBCgSIsectionsB3, B7 or 910 as applicable Apply plates to each face of truss and position as shown above and on the Jomt Details, unless noted otherwise. Refer to drawings 160A- Z for standard plate positions. Alpine, a division of ITW Build lnl omponents Group Inc shall not be responsible for any deviation from this drawing any failure to build the truss in confgrmance with AN51lt 11, or for handling, shipping, installation and bracing of,trussesA seal on this drawing or 4over page, listing this rawing indicates acceptance of pro) esseonar en ineerinq responsibility solely for the design shoWn. The suitability and useothisdrawingforanystructureistheresponsibilityoftheBuildingDesigrierperANSIITPI1Si5c.2. For more information see this iob's oeneral notes oaoe and these web sites. ALPINE www.aloinettw.com TPI www.tomstoro. SECA. www.sbcmdustry com. ICC. www.tccsafe. ALPINE 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 Job Number: N330074 9A6/9A7 ,258MB/258T6 ,R/01 Truss Label: FT7GE Ply: 1 SEQN: 46280 / T13 / SY42 Cust R R8975 JRef 1 WaM89750173 Qty 1 FROM: RDG DrwNo 122 18 1549 20569 KM t WHK 05102l2018 1191, 2.11"12 5'3"2 6'9"2 8'4"2 111"2 11'4"14 1 9 1 2'12 2,3 6 6 1 7 2.9:: 312 4"8 1.2.'12 9" 14 T._. 1.2..8 _. ,-. VT _, _ _.. 1 7. 1.2.2 -. !—. 1.2.:6 n.. e- 3X3 4X4 i4X4 r3X4 3X3 3X6 =6X6 A B C D E F G H I J K io in T S 3X4 R /Q 04 6X6 2X4 5'3,.14._ 1 _.. 6.1.: Loading Criteria (psf) Wind Criteria TCLL 40.00 Wind Std ASCE 7-10 TCDL 10.00 Speed. 150 mph BCLL 000 Enclosure Closed BCDL 5.00 Risk Category 11 EXP: C Des Ld 5500 Mean Height: 15.00 ft NGBCLL 10 Op TCDL 4.2 psf Soffit 2.00 BCDLi 3 0 psf Load Duration: 1,00 MWFRS Parallel Dist 0 to h/2 Spacing. 24 0 " C&C Dist a 3.00 ft Loc, from endwall Any GCpi: 0,18 Wind Duration: 1.00 Lumber Value Set: 13B (Effective 6/l/2013) Top chord 4x2 SP #1 :T2 4x2 SP #2 N: Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 291 plf at 0,00 to 350 plf at 5,88 TC. From 387 plf at 5.88 to 387 plf at 11.28 BC From 10 plf at 0.00 to 10 pIf at 10,97 Plating Notes All plates are 1.5X3 except as noted Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See ANSIIrPI 1 Sect 7 for additional bracing requirements. Bracing material to be supplied by erection contractor. Provide for complete drainage of roof. Truss must be installed as shown with top chord up. 11'4"14 Snow Criteria (Pg Pf in PSF) Defl/CSI Criteria Pg: NA Ct NA CAT: NAI PP Deflection in loc L/defl L/# Maximum Reactions (Ibs), or *=PLF Loc R /U /Rw /Rh /RL /W Pf NA Ce: NA VERT(LL): 0.053 N 999 360 T* 316 / 29 / 30 / - / 60.7 Lu NA Cs: NA VERT(TL): 0,213 N 554 240 j p 1158 / 99 / 95 t - / 6.4 Snow Duration NA HORZ(LL): -0.01 1 J - - J 1330 1112 / 102 / - / 32 HORZ(TL) 0.026 J Wind reactions based on MWFRS Code / Misc Criteria Creep Factor: 2 0 T Min Brg Width Req = - Bldg Code: FBC 6th.ed 2017 Max TC CSI: 0.881 P Min Brg Width Req = 1 5 TPI Std: 2014 1 Max BC CSI: 0,908 J Min Brg Width Req = 1.5 Rep Factors Used: Yes Max Web GSI: 0.760 Bearings T, P, & J are a rigid surface. Bearings T & P require a seat plateFT/RT20(0)I10(0) Plate Type(s): Members not listed have forces less than 375# WAVE 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 1-1 204 -1069 G - H 205 - 1076 R RR # R RR ca TE 4t 0 278{ S Q R r A L y' 05/03/2018 Maximum Bat 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 - Q 80 - 444 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, byy TPI and SBCA) fo'r safety practices prior to performing these functions Installers shall provide temporary bracin per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracin?q installed per BCSI s ctions B3, B7 or 810 as applicable Appfy plates to each face of truss and position as shown above and on the Joini Details. unless notecgotherwise Refer to' drawings 160A-Z for standard plate positions. Alpine, a division of ITW B t ilding CComponents Group Inc. shall not be respqonsible for any deviation from this drawin an failure to build the truss In conformance with ANSIlI P1 1, or for handhnj shipping, installatldn and bracing of_trussesA seal on this drawing or cover p4q- e . listing this drawing, indicates acceptance of pro tesstona en ineering responsibility solely for the design shown. The sun abllrtyanduseofthisdrawingforanystructureistheresponsibilitygoftheBuildingDesignerperANSI/TPI 1 Sec.2. I 2400 Lake Orange Or Suite 150 Orlando FL, 32837ormoreinformationseethisjob's goneral notes Rage and these web sites. ALPINE__www.aipinerw.com;-TPI_ www_ pinstoa, SBCA wwwsbcindustry_ com_ ICC. _ www. iccsaf Job Number: N330074 Ply 1 SEON 46281 / T3 / SY42 Cust RR8975JRef lWaM89750173 9A6/9A7,258MB1258TB R/01 Qty: I FROM:RDG DrwNo 122.18 1549 22679 Truss Label: FT8(3 KM / WHK 05/0212018 17'8 1191,11 3'5"3 1 78 2"3 17-8 H G F E 3X4 I 2X4 2X4 3X4 Ic ---- 3'5"3 - -A Snow Criteria (Pg,Pf in PSF) DefI/CSI Criteria A Maximum Reactions (lbs) Pg: NA Ct NA GAT'. NA PP Deflection in loc L/delfl L/# Loc R / U /Rw /Rh /RL /W Pf: NA Ce NA VERT(LL) 0.016 B 999 360 H 522 1- / 4 0 Lu, NA Cs: NA VERT(TL) 0.028 B 999 240 E 465 / - / - Snow Duration: NA HORZ(LL) 0.002 B - - H Min Brg Width Req = 1,5 HORZ(TL): 0.003 B E Min Brg Width Req = - Code / Misc Criteria Creep Factor 2 0 Bearing H is a rigid surface. Bldg Code FBC 6th.ed 2017 Max TC CSI 0,275 TPI Std 2014 Max BC CSI: 0,294 Members not listed have forces less than 375# Rep Factors Used: Yes Max Web CSI 0 259 Maximum Top Chord Forces Per Ply (lbs) Chords Tens Comp. Chords Tens Comp. FT/RTi12(0)/10(0) Plate Type(s): B-C 0 -391 C-D 0 -376 WAVE VIEWVer: 17.02 01A.1 1 15.21 Lumber Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens CompValueSet13B (Effective 6/1/2013) Top chord 4x2 SP #2 N G - F 391 0 Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Maximum Web Forces Per Ply (lbs) Lumber value set "l 3B" uses design values Webs Tens Comp Webs Tens, Comp. approved 1/30/2013 by ALSO A - H 0 -494 F - D 545 0 Special Loads A-G 533 0 D - E 0 -447 Lumber Dur,Fac.=l .00 /Plate Dur.Fac,=l 00) G - B 0 -471 TC: From 100 plf at 0.00 to 100 plf at 3A3 BC: From 10 pit at 0.00 to 10 pffat 3,43 TC: 610 lb Conc. Load at 1.58 Additional Notes Truss must be installed as shown with top chord up ATE b#ct 0 278 NA. 05/03/2018 WARNING-- READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses req re extreme care in fabricating. handli% shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building 0 EComponent rely Information, by TPI an SBCA) or safety practices prior to performing these functions Installers shall provide temporarybracingperOr, Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properlyattachidradceiliny. Locations shown for permanent lateral restraint of webs shall havebrycinig installed per BCSI sections B3 B7 or 910asapplicableApplyOatestoeachfaceortrussandpositionasshownaboveandontheoinDetails, unless noted otherwise. Refer to' drawings 160A-Z for standard plate positions. ALRINE Alpine, a division of ITW Buildin omponents Group Inc. shall not be responsible for any deviation from this drawing failure to build the truss in conformance with ANSIOI 1, or for handling, shipping, installation and bracing of trussesA seal on this dr, wing or cover page listing this rawin, indicates acceptance ) essiona engineering responsibill solely for the design shov7n. The suitability 2400 Lake Orange Dr. and use of this drawing for any structureisKeoresponsibilit,7 of the Building Desiglir per ANSI/TPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites ALPINE www apineirw com. TPI www tpinSt Ong SBCA www sbcinduStry Com ICC www iccsafe ong Orlando FL. 32837 J Job Number: N330074 Ply: 1 SEQN: 46282 f T73 SY42 Cust: R8975 JRef i WaM89750173 9A6/9A7 ,258M6/258T6 ,R/01 Qty 1 FROM HMT DrwNo 122 18 154922364 Truss Label: FTiOG KM / PPH 05/02/2018 Loading Criteria (psf) TCLL 40.00 TCDL 10.00 SCLL 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 Sid. NA Speed: NA mph Enclosure NA Category NA EXP. NA Mean Height. NA ft TCDL: NA psf BCDL NA psf MWFRS Parallel Dist: NA CRC Dist a: NA ft Loc. from endwalt. NA I: NA GCpi: NA Wind Duration NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set "I 3B" uses design values approved 1/30/2013 by ALSC Special Loads Lumber DurFac.=1.00 / Plate Dur,Fac.=1.00) TC From 4 pif at 0.00 to 4 pif at 4,00 BC: From 10 plf at 0,00 to 10 pif at 4.00 TC: 804 lb Conc. Load at 0,15, 0.34, 2.15 Additional Notes Truss must be installed as shown with top chord up. 1'7"8 2'4"7 3'11"15 1'78 8'15 178 1'3"12 „ 3' 1,3,.t2 4X6 12X4 2X4 3X6 A B C D 10 .. tL H G F E 4X4 4X4 2X4 3X3, C 3'11"15 Snow Criteria (Pg Pfin PSF) Deft/CSI Criteria Pg: NA Ct: NA CAT: NA! PP Deflection in loc L/defl L/# Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W Pf: NA Ce: NA VERT(LL): 0.023 C 999 360 H 2O08 / - / - / 4 0 LLc NA Cs: NA VERT(TL). 0.042 C 999 240 E 505 / - / - / _ Snow Duration NA HORZ(LL). -0.009 D - - H Min Brig 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 6th.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 FT/RT:12(0)/10(0) Tens Comp Chords Tens. Comp Plate Type(s) A- B 0 -416 C- D 0 -415 WAVE VIEW Ver 17.02 01A 1115.21 B - C 0 -438 f , f i r : , D ATE 0278 ia. ONP- Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. G -F 438 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp Webs Tens. Comp. A- H 0- 2011 C- F 0 - 475 A- G 692 0 F- D 597 0 G- B 0- 450 D- E 0 - 468 05/03/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions Installers shall provide temporary bracin per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathin and buttpm chord shall have a properlyattachoclngidceilinLocationsshownforpermanentlateralrestraintOfwebsshallhaybrcinmsialledperBCSIsctionsB3, 67 or B10asapplicae. App y plates to each face of truss and position as shown above and on tt e oinf9Details, unless noted otherwise. Defer to' drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildinlComponents Group Inc shall not be responsible for any deviation from this drswing any failure to build the truss in conformance with ANSI/) PI 1, or for handlinj shippm , installation and bracing of,trussesA seal on this dr8wincl or cover pa e listingthisdrawingindicatesacceptanceofpro7essionafengineeringresponsibilitysolelyforthedesinshovih. The suitability anduseofthisyawingforanystructureistheresponsibilityoftheBuildingDesigrferperANSIfTPi1S-6c.2. For more information see this job's general notes Page and these web sites. ALPINE. wwwalpineaw eom:. TPI. wwwtpinst. org. SBCA. wwwsbeindustry com: ICC. www. iccsafe n!rvr caurnn 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Gable Stud Reinforcement Detail ASCE 7-101 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1,00 Or, 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or- 140 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 ri 120 moh Wind Sneed. 15' Mean HPinht. Partiattv Fnrins:ari Fxnnanre 11 K7+ = inn S 2x4 Brace Gable Vertical pacing Species Grade No Braces D 1x4 'L' Brace x 1) 2x4 'L' Brace w 2) 2x4 'L' Brace 1) 2x6 'L' Brace w 2) 2x6 'L' Brace Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B 1 / #2 3' 10' 6' 7' 6' 10' 7' 9' 8' 1' 9' 3' 9' 7' 12, 21 12, 8' 14' 0' 14' 0' U S{ 3 3' 8' 5' 9' 6' 2' 7' 8' 7' 11' 9' 1' 9' 6' 12, 0' 12' 6' 14' 0' 14' 0' HF Stud 3' 8' 5' 9' 6' 1' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' Q Standard 1 4' 0' 6' 8' 6' 11• 7' 0' 8' 2• 9' 4 ' 9' 8' 12' 4' 12' 9' 14' 0' 14' 0' S P 2 3' 10' 6' 7' 6' 10' 7' 9' 8' 1' 9' 3' 9' 7' 12' 2' 12' 8' 14' 0' 14' 0' 3 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' 10, ill 11' 8' 14' 0' 14' 0' F Stud 3' 9' 5' 3' 5' 7' 6' 1T 7' 5' 9' 2' 9' 7' 10, ill 11' 8' 14' 0' 14' 0' Standard 3' 6' 4' 7' 4' 11' 6' 2' 6" 71 8' 4' 8' li' 9' B• 10' 4' 13' 1' 14' 0' U 1 / #2 4' 5' 7' 6' 7' 9' 8' 10, 9' 3' 10' 7' 11' 0' 13' 11' 14' 0' 14' 0' 14' D' S (- P 3 4' 2' 7' 1' 7' 9' 8' 9' 9' 1' 10' 5' 10, 10, 13, 9' 14' 0' 14' 0' 14' 0' U u r Stud 4' 2' 7' 1' 7' 6' 8' 9' 9' 1' 10' 5' 10, 10' 13' 9' 14' 0' 14' 0' 14' 0' Q) Q l r Standard 4' 2' 6' 1' 6' 5' 8' 1' 8' 8' 10' 5' 10, 10, 12' 8' 13' 7' 14' 0' 14' 0' 1 4' 7' 7' 7' 7' Ill 9' 0' 9' 4' 10, 8' ill 1' 14' 0' 14' 0' 14' 0' 14' 0' S P 2 4' 5' 7' 6' 7' 9' 8' 10, 9' 3' 10' 7' 11' 0' 13' 11' 14' 0' 14' 0' 14' 0' 3 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' 10' 6' 10, ill 13' 4' 14' 0' 14, 0' 14' U' D F L Stud 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' 10, 6' 10, ill 13' 4' 14' 0' 14' 0' 14' 0' Standard 4' 2' 5' 8' 6' 0' 7' 6' 8" 0' 10, 2' 10, 10, Ill 10, 12' 7' 14' 0' 14' 0' 0 1 / #2 4' 10' 8' 3' 8' 7' 9' 9' 10' 2' 10' 7' 12' 1' 14' 0' 14, 0' 14' 0' 14' 0' d S P F 3 4' 7' 8' 2' 8' 5' 9' 8' 10, 0' 11' 6' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' U H F Stud 4' 7' 8' 2' 8' 5' 9' 8' 10' W 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' 0 1 Standard 4' 7' 7' 01 7' Y 9' 4' 10, 0' 11' 6' 12' 0' 14, 0' 14, 01 14' 0' 14' 0' X 1 5' 1' 8' 5' 8' 8' 9' Ill 10, 3' Ill 9' 12' 3' 14' 0' 14' 0' 14' 0' 14' 0' d S P 2 410, 8' 3' 8' 7' 9' 9' 10, 2' 11' 7' 12' 1' 14, 0' 14' 0' 14, 0' 14' 0' j 3 4' 9' 7' 4' 7' 10' 9' 8' 10' 1' 11' 7' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' D F Stud 4' 9' 7" 4' 7' 10' 9' 8' 10' 1' li' 7' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 7' 6' 6' 6' 11' 8' 8' 9' 3' 11' 6' 1 12' 0' 1 13' 7' 14' 0' IT 0' 14' 0' ayn About aabte Truss Diagonal brace option- vertical length may be I doubled when diagonal 18, A brace Is used. Connect 1 Ldiagonal brace for 600# I L• at each end. Max web Brace total length Is 14'. i 2x6 DF-L #2 or j better diagonal i t Vertical length shown bract; single B, In table above. 45, or double cut X as shown) at L upper end, on ou< Connect dingonn nt midpoint of vertical web. Refer to chart ab4e f WARN1111I00 READ AND FD1.L31f ALL NIMS DN THIS 11 VMTANTw filii i THIS DRAWD4G m ALL CGNTRACTDRS H/ilU(11IG THE VISTALLUM Trusses regale extreme core In fabricatYp, handling, shipping, Installing and bracing. Refer to Wd follow the latest eBdon of BCSI (Bustling Con{wnent Safety Infontatbn, by iPl ontl SBCA) or sal practises prior to perforrdnp these functions Installers shall provide temporary bradng per BC lAxess -- d otherwise, top chord shod have Properly attached structural sheathing and bottom kk shaUhaveaProperlyattachedright -Xing. Locations shown for permanent lateral restraint of have bracbg installed SCSI B3, B7 d O shai Per sections or 010, as applicable. Apply plates to each of truss and position as show above and on the „kept Deta0.s, unless noted otherwise. Refer to drawings 160A-2 far standard plate positions. AN 1 wCOMPAW Alphe, a division of ITW Sustsng components Group Inc shall not be responsible for any deviation fr this droning, any failure to build the twss 1. conformance with ANSI/TPI 1, or for han&WQ, shipping, Installation t bracing of trusses. A seal on this draweq or cower page UsthV this drowIng, Indcates acceptance of Professlonat 13723% Rivemp rn Drive respolslMlty lately for tfc design shown 1M smdtah#Ity oM use of this drawsg ttS.Ae, 200 for any structve b tin respww>ADAtty of tic 111"ng Designer pee ANSLIM 1 S-2. t t Maryland, Heights., MOt 63043 For rove lnf` m tbn ste this Job's generoi rotes pogo and these web sites+ ALPD' E, www.nlpineitrconl TPim www.tpinst.orgi SBCM wwv.sbclmdustr orgi ICG www)ccsafearg 7 t E 9 jj 1 + eww saiaw w+* { r10NAt Bracing Group Species and Grades Group Al S ruce-Pine-Fir Hem -Fir 1 / # 2 Standard #2 Stud 3 Stud #3 Standard Dou las Fir -Larch Southern Pinewma 3 # 3 Stud Stud Standard I Standard Group B: Hem - Fir 1 4 Htr 1 Dou to Ftr-Larch Southern Pinewww 1 # 1 2 # 2 Ix4 Braces shop be SRB (Stress -Rated Board). wwFor Ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards, Group B values may be used with these rades. Gable Truss Detail Notes; Wind Load deflection criterion Is L/240. Provide uplift connections for 75 plf over continuous bearing <5 psf TC Dead Load). Gable end supports load from 4' 0' outtookers with 2' 0' overhang, or 12' plywood overhang. Attach ' L' braces with 10d (0.128'x3.0' min) nails. A For (1) 'L' brace, space nails at 2' o.c. In 18' end zones and 4' o.c, between zones. iifWor ( 2) 'L' braces space nails at 3' o.c. In 19' end zones and 6' o.c. between zones. L' bracing must be a minimum of 907 of web member length. Gable Vertical Plate Sizes Vertical Len th No Splice Refer to common truss design for peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detalt. Less than 4' 0' 2x3 Greater than 4' 0', but less than 11' 6' 3X4 Greater than ill 6' 4X4 TOT. LD, 60 PSF MAX. SPACING 24.0' F ASCE7-10-GAB16015 TE 10/01/14 WG A16015ENC101014 Gable Stud Reinforcement Detail 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 n 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Flri 1?n rani, Vinri zn ri an' Nonn Nnlnh+ Pnn+i.n- Cnr-i-n v-.+ _ t nn S 2x4 Brace Gable Vertical pacing Species Grade No Braces 1) Ix4 'L' Brace se 1) 2x4 'L' Brace w 2) 2x4 'L' Brace st 1) 2x6 'L' Brace w 2) 2x6 'L' Brace Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B 4-> 1 / #2 3' 8' 6' 3' 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' 11' 7' 12, 0' 13, 9' 14' 0' 0) S P 3 3' 6' 5' 5' 5' 9' 7' 2' T 7' 8' 8' 9' 1' 11' 3' 11' 11' 13' 7' 14' 0' UrH Stud 3' 6' 5' 4' 5' 8' 7' 2' 7' 7' 8' 8' 9' 1' 11' 2' 11' ill 13' 7' 14' 0' O r Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' 8' 11' 9' 8' 10' 4' 13' 1' 14' 0' 1 3' 10' 6' 4' 6' 7' 7' 6' 7' 9' 8' 11' 9' 3' 11' 9' 12' 2' 13' 11' 14' 0' S P 2 3' 8' 6' 1' 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' 11' 7' 12' 0' 13' 9' 14' 0' 3 3' 7' 4' 10' 5' 2' 6' 5' 6' ill 8' 9' 9' 1' 10, 1' 10, 10, 13' 8' 14' 0' D P L Stud 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' 8' 9' 9' 1' 10, 1' 10' l0' 13, 8' 14' 0' Standard 3' 3' 4' 3' 4' 7' 5' 8' 6' 1' 7' 9' 8' 3' 8' 11' 9' 7' 12' 2' 13' 0' U r 1 / #2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' lo' 1' 10, 6' 13' 3' 13, 9' 14' 0' 14' 0' S P ! 3 4' 0' 6' 7' 7' 5' 8' 4' 8' 8' 9' ill 10' 4' 13' 1' 13' 7' 14' 0' 14' 0' LJ C Stud 4' 0' 6' 7' 7' 0' 8' 4' 8' 8' 9' 11' 10' 4' 13' 1' 13' 7' 14' 0' 14' 0' O f l ( Standard 4' 0' 5' 8' 6' 0' 7' 6' 6' 0' 9' 11' 10, 4' 11' 10, 12' 8' 14' 0' 14, 0' 1 4' 5' 7' 3' 7' 6' 8' 7' 8' i1' 10, 2' 10' 7' 13' 5' 13' 11' 14' 0' 14' 0' S P 2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' 10, 1' 10' 6' 13, 3' 13, 9' 14' 0' 3 4' 1- 5' 11' 6' 4' 7' 11' 8' 5' 10, 0' 10' 5' 12' 5' 13, 3' 14' 0' 14' 0' Q D P L Stud 4' 1' 5' 11' 6' 4' 7' 11' 8' 5' 10, 0' 10' 5' 12' 5' 13, 3' 14' 0' 14, 0' Standard 4' 0' 5' 3' 5' 7' 7' 0' 7' 6' 9' 5' 10' 2' il' 0' 11' 9' 14' 0' 14' 0' 1 / #2 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' 10, 1' 11' 6' 14' 0- 14' 0' 14' 0' 14' 0- d S P r 3 4' S' 7' 7' 8' 1' 9' 2' 9' 6' 10, 11' 11' 5' 14' 0' 14' 0' IT 0' 14' 0' lJ u P Stud 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' 10, 11' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' O 1 Standard 4' 5' 6' 6' 6' 11' 8' 8' 9' 3' 10, Ill 11' 5' 13' 7' 14' 0' 14' 0' 14' 0' X 1 4' 10' 8' 0' 8' 3' 9' 5' 9' 9' 11' 2' Ill 8' 14' 0' 14' 0' 14' 0' 14' 0' S P 2 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' 11' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' 3 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' D P L Stud 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' 11' 0' Il' 6' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 5' 6' 1' 6' 5' 1 8' V 8' 7' 10' 11- 11' 5' 1 12' 8' 13' 7' 14' 0' 1 14' 0' About L cable Truss Diagonal brace option, vertical length may be T doubled when diagonal ig• brace Is used. Connect I diagonal brace for 690111 E 1 je_ at each end. Max web Br total length is 14'. 2x6 DF-L #2 or better diagonal T_ Vertical length shown j bracer single 8, In table above. or double cut 45' as shown) at L 1 A upper end Connect diagonal -at midpoint of vertical web. Refer to chart atsv wwVARN G1f READ AND FOLLOW ALL NOTES CM THIS ORAWDIFJ s lwDIPORTANTa MOM THIS DRAWDiG TO ALL CONTRACTORS D#1uD1MG THE INSTALLERS. True- require extreme care in fabricating, hondbg, shipping, insto"ng and'1 a1rp Refer t follow the latest edition of SCSI (&Ac&'q Component Safety Infornotlon, by TPI one SBCN for u t practises prior to Perforn4g these functions. Installers shalt proviee tenporary bracMp per unless noted oVM Ise, top chore shell have properly attached structurol sheatting one bottom shall have a properly attached ri.b Cl", L-tll- shown for permanent lateral restralnt of shall hove brackV installed per SCSI sections 83, 87 or 510, as applicable. Apply plates to each f d truss osandposition shown above and on the .lob t Detaserw s, unless noted othise. Re to ReReferd-.*W 16DA-z for stendard plate positions. AN RW COMPANY Yng, y faMrre to buAd the truss in conformance with ANSI/TPI 1, or for ha thisdroving, division of ITW onaadrg Components Group Inc. shad rat be responsible foandeviation shipping, installation s bracMg of trusses. A seal on this dwweg ar cover page tlsti g this dr evi g, I ndcates acceptance of professional t1137231 RYry PMp Dave nespornslb#Hy sotNy for t/e design shown The su %Wty and use of this dmi*V SWtet 200 or any structure bl the reapornasiUty of the bAdng Desipnar per ANSI/TPI I S-_P_ ti Zvlandl Heigh%,i Mot 63043 For more enfovatbn see this Jogs generat rates page and these web snev ALPINE; www. atphNtw.conl IPL www.tpinstar SBCA- ww-bc1 dustrygrg, ICC, wericcsafe.org Bracing Group Species and Grades= Group A: S ruce- Pine-Fir Hen -Fir 1 / #2 Standard #2 Stud 3 Stud # 3 Standard Dou las Fir -Larch Southern Pinew!! 3 #3 Stud Stud Standard Standard 71 Group BI Hem -Fir 1 i Btr 1 Dou ins Fir -Larch Southern Pineww 1 #I 2 #2 Ix4 Braces shall be SRB (Stress -Rated Board). wwFor 1x4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards, Group B11 values maybeusedwiththese2rades. Gable Truss Detail Notes: Wind Load deflection criterion Is L/240. Provide uplift connections for 135 pif over continuous bearing ( 5 psf TC Dead Load). Gabte end supports load from 4' 0' outtookers with 2' 0' overhang, or 12' ptywood overhang. Attach 'L' braces with 10d (0.128'x3.0' min) nits. iK For ( 1) 'L' brace- space nits at 2' o.c. In 18' end zones and 4' o.c. between zones. K)KFor ( 2) 'L• braces, space nalts at 3' o.c. In 18' end zones and 6' o.c. between zones. L' bracing must be a minimum of 80% of web member length. Gable Vertical Plate Sizes Vertical Len th No S ice Less than 4' 0' 2X4 Greater than 4' 0', but 4X4 less than 12' 0' Refer To common truss design for peak, spike, and heel plates. Refer to the Building Designer for conditions not addressed by this detail. J 1 ! XATE1 p i ORS ,• ,. C. TOT. LD, 60 PSF N`tYl01VA MAX, SPACING 24.0' F ASCE7- 10-GAB16030 TE 10/ 01/14 W G A16030ENC101014 Gable Stud Reinforcement Detail ASCE 7-10: 180 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or, 160 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or+ 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Or, 140 moh Wind Sneed. 15' Mean Heinht. Partially Fnrinaed. Fx r-a D. K7t = inn S 2x4 Brace Goble Vertical Spacing Species I Grade No Braces 1) Ix4 'L' Brace w 1) 2x4 'L' Brace w 2) 2x4 'L' Brace No 1) 2x6 'L' Brace w 2) 2x6 'L' Brace An Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B 4 p r 1 / #2 3' 6' 6' 0' 6' 3' 7' 1' 7' 4' 8' 5' 8' 9' 11' 1' 11' 7' 13, 3' 13' 9' U S I- r 3 3' 4' 5' 1' 5' 5' 6' 9' 7' 3' 8' 4' 8' 8' 10' 7' 11' 4' 13' 1' 13' 7' HF Stud 3' 4' 5' 0' 5' 4' 6' 9' 7' 2' 8' 4' 8' 8' 10' 6' 11' 3' 13, 1' 13' 7' O Standard 3' 4' 4' 4' 4' 7' 5' 9' 6' 2' 7' 101 8' 5' 9' 1' 9' 8' 12' 4' 13' 2' 1 3' 8' 6' 1' 6' 4' 7' 2' 7' 5' 8' 6' 8' 10, 11' 3' 11' 8' 13' 4' 13' 11' S P 2 3' 6' 5' 9' 6' 2' 7' 1' 7' 4' 8' 5' 8' 9' 11' 1' 11' 7' 13' 3' 13, 9' 3 3' 5' 4' 7' 4' 10' 6' 1' 6' 6' 8' 2' 8' 9' 9' 6' 10, 2' 12, 11' 13, 8' D F LF Stud 3' 5' 4' 7' 4' 10' 6' 1' 6' 6' 8' 2' 8' 9' 9' 6' 10, 2' 12, ll' 13' 8' Standard 3' 1' 4' 0' 4' 3' 5' 4' 5' 9' 7' 3' 7' 9' 8' 5' 9' 0' 11' 5' 12' 3' U i / #2 4' 0' 6' 10, 7' 2' 8' 1' 8' S' 9' 8' 10, 1' 12, 9' 13, 3' 14' 0' 14' 0' S P F 3 3' 10, 6' 2' 7' 2' 8' 0' 8' 4' 9' 7' 9' 11' 12' 7' 13, 1' 14' 0' 14' 0' Li LIP Stud 3' 10, 6' 2' 6' 7' 8' 0' 8' 4' 9' 7' 9' 11' 12' 7' 13, 1' 14' 0' 14' 0' QJ O 1 1 Standard 3' 10, 5' 4' 5' 8' 7' 1' 7' 7' 9' 7' 9' il' li' 1' 11' ill 14' 0 14' 0' 1 4' 3' 7' 0' 7' 3' 8' 3' 8' 6' 9' 9' 10, 2' 12' 11' 13' 5' 14' 0' 14' 0' S P 2 4' 0' 6' 10, 7' 2' 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' D F L 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' il' 5' 3' 6' 7' 7' 0' 8' il' 9' 6' 10' 4' 11' 1' 14' 0' 14' 0' c 1 / #2 4' 5' 7' 7' 7' 10' 8' Ill 9' 3' 9' 8' ill 1' 14' 0' 14' 0' 14' C' 14' 0' d Snr I 3 4' 3' 7' 2' 7' 7' 8' 10, 9' 2' 10, 6' 10, 11' 13, 10, 14' 0' 14' 0' 14' 0' trj Stud 4' 3' 7' 1' 7' 7' 8' 10, 9' 2' 10' 6' 10, 11' 13' 10' 14' 0' 14' 0' 14' 0' U r Standard 4' 3' 6' 2' 6' 6' 8' 2' 8' 9' 10' 6' 10, 11' 12, 10, 13' 9' 14' 0' 14' 0' X 1 4' 8' 7' 8' 7' 11' 9' 0' 9' 5' 10, 9' 11' 2' 14' 0' 14' 0' 14' 0' 14' 0' d S P 2 4' 5' 7' 7' 7' 10' 8' 11' 9' 3' 10' 8' 11' 1' 14' 0' 14' 0' 14' 0' 14' 0' 3 4' 4' 6' 5' 6' 10, 8' 7' 9' 12' 10' 7' 11' 0' 13' S' 14' 0' 14' 0' 14' 0' 1 D F L Stud 4' 4' 6' 5' 6' 10' 8' 7' 9' 12, 10' 7' 11' 0' 13' S'14' 0' Standard 4' 3' 5' 8' 6' 1' 7' 7' 8' 1' 10' 3" 30' ii' il' I1' 12' 9' 14' 0' i4, 0' About able Truss Diagonal brace option, vertical length may be 1- 1 doubled when diagonal brace Is used. Connect I 1 diagonal brace for 775# L at each end. Max web Brace total Length is 14', 2.1 DF-L #2 or better diagonal Vertical length shown braces single 8, In table above. 45' or double cut as shown) at L 1 upper end. Connect diagonal at I midpoint of vertical web. Refer to chart v wwvA%M*i1 ww READ AND FmLDv ALL NDTrs DN TMs DRAvDa DP61TANT- FUWMI THIS DRAWING TD ALL C1314TRACTIRS DICLUDD(G Ti£ DSSTAUBM J Trusses rtaulre extreme core In fabricating, handWp, shipping, wstult4,g and brocing Refer e fall- the latest edition of SCSI (Bullring Component Safety Infon+atlon, by TPI anal SBCA) for Atfet proctIC s prior to perforMnp these functions. Instollers shall provide temporary brochg per noted otherwise, tap chord shall have property attached structural sheatNnp and buttshoUkSclUnlesshavapropertyattachedriydce14Yp. Locations sh- for permanent lateral restraint 1j have kw installed per sections B7 or App(Y plates to eac ishall d P..Ioftrussarilos on the Jdnt Deters, unless noted otherwise. +^ abo th et is wit"bnoshownabove 16 -ZRefertotlr^nwsgs 16M-Z for standard pate positions, +' plate digA4A-, n dlvislcn of ITW BW is Groupour Inc. shall not for any deviatlan 1rPI11'i ii1N MPlANY that any to he truss with SI 1, o fthetrussMconfornonceNthANSI/TP1 1, or for handler, sFnlppYpp, ssUdI.tlohp of trusses. t kvfoAurtof seatAseal on is draw" drowwp or cover rape UstW*doxio trio drnwhe Y,acatws acceptance of professionalRiverporilDrivespthsoletyfortheshownThesuitabilityanduseofdrswYpdrawshpine;,Sl rc-bpS34611Suite( 200 cAhbZIsftheforanystructureistheresponsibilityoftheBuldY+g Designer per AIRSI/TPI 1 Sec2. Maryland, Heighls t MO`. 63043 for note enfa'natlan see this ,Sdi's general notes page and these web sites, ALPINEp www.alphrMN.coni TP1p www.tpinst ar9) MOM. www.sbcYdustry-V IM www1ccsof-0 r ATE , O e OR\ .# 4#A#wlesiw*#w a V iF/O [AL liiol El Bracing Group Species and Grades, Group A, S ruce-Pine-Fir Hem -Fir 1 / #2 Standard #2 Stud 3 Stud #3 Standard Dou has Flr-Larch Southern Pinewww 3 #3 Stud Stud Standard Standard Group B, Hem -fir 1 4 Btr 1 Dou has Fir -Larch Southern Pinewww 1 #1 2 #2 ix4 Braces shot( be SRB (Stress -Rated Board). For 1x4 So. Pine use only Industrial 55 or industriat 45 Stress -Rated Boards, Group B values may be used with these grad - Gable Truss Detail Notes; Wind Load deflection criterion Is L/24o. Provide uplift connections for 100 plf over continuous bearing (5 psf TC Dead Load). Gable end supports lord from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with 10d (oI28'x3,0' min) nails. ilE For (1) 'L' brace, space halls at 2' o.c. In IS' end zones and 4' o.c. between zones. K)Wor (2) 'L' bracev space nn8s at 3' oc. In 18' end zones and 6' o.c. between zones. L' bracing must be a minimum of 907 of web member length Gable Vertical Plate Sizes Vertical Len th No Splice Less than 4' 0' 2X3 Greater than 4' 0', but 4X4 less than 10' 0' Refer to common truss design for Peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detal4. REF ASCE7-10-GAB18015 DATE 10/01/14 DRWG A18015ENC101014 TOT. LD. 60 PSF SPACING 24.0' a CLR Reinf orcing Member Substitution This detail is to be used when a Continuous Lateral Restraint (CLR) Is specified on a truss design but an alternative web reinforcement method is desired. Notes: This detail is only applicable for changing the specified CLR shown on single ply sealed designs to T-reinforcement or L-reinforecement or scab reinforcement. Alternative reinforcement specified in chart below may be conservative. For minimum alternative reinforcement, re -run design with appropriate reinforcement type. Web Member Specified CLR Alternative Reinforecement Size Restraint T- or L- Reinf. Scab Reinf. 2x3 or 2x4 1 row 2x4 1-2x4 2x3 or 2x4 2 rows 2x6 2-2x4 2x6 1 row 2x4 1-2x6 2x6 2 rows 2x6 2-2x4W 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 seated design, M Center scab on wide face of web, Apply (1) scab to each face of web, T-Reinforcement Or T-Reinf. i_-Rein forcement: or \\\ L-Reinf, Apply to either side of web narrow face. Attach with 10d (0.128'x3.0',m1n) nails at 6' o.c. Reinforcing member Is a minimum 80% of web member length. Scab Reinforcement: Apply scabs) to wide face of web. No more than 0) scab per face. Attach with 10d (0.128'x3.0',min) nails at 6' o.c. Reinforcing member Is a minimum 80% of web member length. Scab K 'A T-Reinf. L-Reinf. VARNDrf— READ AND FOLLOW ALL LUTES OH THIS DRAWDa # I 5 e+PURTANTw fLR7QSH THIS DRAWING TO ALL CONTRACTORS DR WIM THE MULIERS, T PSF REP CLR Subst. Trusses r.gLl,* extreme care In fabrkathp, handhg, slVpping, Instat*v And bradrp, Refer to *,,d ! }$ follow the latest edition of SCSI UkAd i; Ca+ponent Safety Infornatlon, by TPI And 58CA) for saf y i T DL- PSF DATE 10/01/14 Pract1c prior to Perfornhg these fu,14i Installers shall provide tempo—y I—cho Per DC Etk,Rtss noted other., top chord shall have 1.1,4y Attached structu•al sheathing and batter, PSF DRWG BRCLBSUB1014shoRhaveaProperlyattachedriydceshg, locations shown for permanent lateral restraht of we g O shall hove brachp Installed per RCSI sections 83, 87 or 810, as apptic.K.. Apply plates to eod, fac +* /A, . ram ` !! 2; d of truss And Position As shown above and An he Joint Details, u iess noted otherwise. „r P S F Refer to d^awhps 160A-2 for standard plate zitlorts. + Alpine, A dMslon of ITV 8usdhg Corponents Group Inc sham not ba responsnAa for Any deviation fr J !.* 'f!! AN RW L Y s tlra wtp. arty 1.0 of to sirs the truss h conformance with ANSI/TPI 1, or for hanahp• shRtRdnp, Jfr !!aa! , LD, PSF tollAtbn l bradnp of trusses. JJr A seal an this dimliling s cover page dfttfteso this drA.hp, WUMU s acceptance of pro awingi AR (j Ly tyry.r DUR. FAC. t'.. S, 7, W Riverportt Drive resparu 8lty solely for the f the shown. The suttAbl{Ity and ist of this draeYtp "h g)`+ I'1 Vi Baiter 200 far a++Y structve is the responsbelty of tAr HJldlrp Deslpner Per Af411TP1 I Sect 1t Maryland Heights,l 7,10163043 for nova hfa tton see this Job's general rotes Pape And these web step r'i •# +lie•;11 ALPDE, wwsoApi tltw.c ,; TPI, esstpinst.orp, SDCA, twwsbchdla;try.orp, Ica wesiccsaf—g u 05/03/201$ SPACING T Relnfo Memk Go Tr Gable Detail For Let -in Verticals Gable Truss Plate Sizes ppropriate Alpine gable detail for e sizes for vertical studs. Engineered truss design for peak, b, and heel plates. vertical plates overlap, use a to that covers the total area of lapped plates to span the web. 2X4 2X4 2X8 Provide connections for uplift specified on the engineered truss design Attach each 'T' reinforcing member with End Driven Nallsi 10d Common (0.148'x 3.',min) Nalis at 4' o,c. plus 4) nabs In the top and bottom chords. Toenalled Nails- 10d Common (0148'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 toad. 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, A18015ENCi01014, A20015ENC101014, A20015END101014, A200 A11530ENC101014, A12030ENC101014, A14030ENC101014, 101 A18030ENC101014, A20030ENC101014, A20030E-ND101 1 ENS11515ENC100815, S12015ENCIO0815, S14015C1 S18015ENC100815, S20015ENC100815, S20015E 0 } S11530ENC100815, S12030ENC100815, S14030 1 0 S18030ENC100815, S20030ENC100815, S200 ND100 S 3bPED1 81 See appropriate Alpine gable detail for maxirm unrl4 arc gab 0, i T' Reinforcement Attachment Detail T' Reinforcing 'T' Reinforcing Member Member Toe-nait - 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 T' Reinf. Mbr. Size T' Increase 2x4 30 2x6 20 Example: ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Gable Vertical = 24'o.c. SP #3 T' Reinforcing Member Size = 2x4 T' Brace Increase (From Above) = 30% = 1.30 1) 2x4 'L' Brace Length = 8' 7' Maximum 'T' Reinforced Gable Vertical Length 1.30 x 8' 7' = 11' 2' wARNU - READ AND FOLLOW ALL NOTES of THIS WAVDQ 1WwwDFORTANTHFURNISHTHISDRAVDIGTOALLCONTRACTORSDCLUDINGTHEDiSTALLUM Trusses hand E REF LET -IN V E R T DATE 10/01/14requireextrenecareinfabricating, handling, shipping, Installing and bracing. Refer folios tin latest edition of HCSI CBusding Conponwnt Safety Information, by TPI and SHCA> for sa. ty Practices prior to perforning these functions. Installers shall provide temporary bracing i GBLLETIN1014w,shatt LP0 per Uniess noted otherwise, top chord shall have property attached structural sheathing and botton nave a property attached rtgtd celtag. Locations shown for permanent lateral restraint of s shall hive brading hstnaed per sections or Hlti, lls applicable. PRntes to each fa+4of ft s,* DRWG abo th JtrussandpositionnsshamaboveandontheJoint Details, unless noted otherwise. ldot Refer to drnwYgs i60A-2 for standard plate positions. Alp o division of ITV "ding Components fray Inc. shall not be responsiole far any deviation fr f *', wswesw • fr (,A M4 ITWCOMPAW rig, any failure to build the truss In conformance with ANSI/TPI 1, for handing, y fiorshipping, Instaaation t bracing of trusses. U L" f MAX, TOT. LD. 60 PSF 11137233, Riverporl% Drive A sod on ttidi drawip or cover Pape gsiMg this draeYg,I dcates acceptance of proftssioral po•+deNty soiety for the design shorn aritablUty aM aue of this drawing i l t Sude1200 far any structure Is the respobitity of the BL#AdDeslDnh' Pet' AMSI/TPI 1 Sec ruit2. to rO 278 05/0312018 DUR. FAC. ANY MAX. SPACING 24,0' 1 Maryland. Heigiris,i. MOt 63043 for more Information see this ,fob's general notes page and these eb sites ALPINE: sww.alpineitw.coni TPID www.tpi nst.orgl SBCA w-sbcindustry.orgi ICO wwwAccsoftar NAIL REINFORCEMENT FOR PLATE DETAIL This detail May be used when the required number of Nails shall be driven through solid steel at a distance no connector teeth in a truss member exceeds the actual closer that 1 inch to the joint line. Nails may also be driven number of teeth in the given member. Nails may be driven through the tooth slots, but shall be located at the end of through the connector ptate(s) in truss members using the the slot farthest from the joint tine. nail type specified below to increase the lateral resistance of the connector plate(s) having a shortage of required Use a maximum of 2 nails per square inch of plate area, effective teeth. Nail Type Duo -Fast CS157 1.5' x 0.105' Smooth Shank Coil Nail Material Connector Plates Substitution SP, DF-L, HF, SPF Alpine 20-gage Wave 1 Nail replaces 2 teeth SG >= 0,42) Alpine 20-gage H 1 Nail replaces 2 teeth Alpine 18-gage S 1 Nail replaces 2 teeth Nail Type 0.131' x 1.5' Box or Gun Nail Material Connector Plates SP, DF-L, HF, SPF Alpine 20-gage Wave SG >= 0.42) Alpine 20-gage H Alpine 18-gage S Substitution 1 Nail replaces 3 teeth 1 Nail replaces 3 teeth 1 Nail replaces 3 teeth J Nails shall be driven through connector plate having shortage of required effective teeth. Nails may be driven through connector plate on each face of joint if each plate has a shortage of required effective teeth. Nails shall be fully embedded into wood areas free of defects. This detail is applicable only on joints where the connector plate has been offset no more than 1/2' from the design position shown on the truss design drawing. This detail is applicable for trusses with lumber oriented vertically (2x-) and trusses with lumber oriented horizontally 3x2 and 4x2). Line Typical Joint Configurations, This few Apj 'S T i # n figuration. This Detail Is Applicable Only On ints;' he T ec Ar Pl e Has Been Offset No More Than 1/2' From e Dr s j INOQ Th Truss Design Drawing. MARNMIso READ AND faLDv ALL NO, IN THM DRAVDI[3 ., " ' REF NAIL REINFORCEMENTDFMTANTs,. FlAtIM TM DRAVIW TO ALL CONTRACTORS DR1.UDO16 TW D6TALLER3. r ms J Trusses require extrene care Infabricating, lu-tift, shippiq, Insulting and bracing. Refer to / fWas the latest edtJon of BCSI (D.Rdrg Conporxnt Safety IrN'ornatlon, by TPI —d SBCA) far saQty # DATE 10/01/14 Pr Ctkes priw^ to perf—,*v these functions. Installers shalt provide tervorory bracing per p R Ibmtess noted otherwise, top chord shalt have property attached structural sheathing and bottom A 'e{zf shalthaveapropertyattachedHodceRYp. Locatlons shown farpermanent lateral restraint of s 4 DRWG RE.PPL TNL1014 1111, have bracing hst¢tted per BCSI sectl ns S3, H) or RIO, as appocabla. Apply pt¢tes to each fad ® 0 l of truss and posldon as shoes above and on the Joint DrtaAs, vsess hated otherwise. r°r f ' QRefer to drawings 16OA-2 for standard p lote sitlons. },) AlpMme, a divKbn of ITv Hmddrg Corywnents Group Inc. shall not be responsble for any 10 de fro w• **=e ' AN RW CX>MPAW this draw6q, any folture to bultd the truss in conform a with ANSI/TPI 1, or far h¢ndt ;issa atlDs statlatlon t bracing of trusses. fig• A seal on this drawing or cover peer Ustbg this drasYg, bdcates acceptance of professlo—L A Y'T 1 t I3723i Riverpott; [?rive responseRity solely for tint design show, The srltnbuty and use of this drawbg fJ (fir{{ Y 11 suae\ 200 or arty struebs a is thr resportit6Rtq. of the kddrg DwshDr+wr per AhISI/TP2 1 See2. it Maryiandt Heights 1 MO163043 for more information see this Jobs genrr¢t notes page and these web saes, ALPIW,— tphsitw.con) TPI, wes.tpinst.orgi SBCAu wew.sbdrdustry.orgl IM sww.kcsafearg s Gable Stud Reinforcement Detail for Stucco Cladding ASCE 7-10: 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or, 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1,00 Or, 140 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Or, 120 rich Wind Soeed. 15' Mean Heinht. Partially Fnrin—I FxcnSl Ti Kzt = inn S 2x4 Brace Gable Vertical Spacing Species Grade No Braces 1)ix4 'L' Brace * 1) 2x4 'L' Brace * 2> 2x4 'L' Brace * 1) 2x6 'L' Brace * 2) 2x6 'L' Brace M. Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B 1 / #2 3' 4' 5' 9' 5' 11' 6' 9' 7' 0' 8' 1' 8' 5' 10' 7' 11' 0' 12' 8' 13' 2' S P 3 3' 2' 5' 8' 5' 10' 6' 8' 6' 11' 8' 0' 8' 4' 10' 6' 10' 11' 12' 6' 13' 0' U H F Stud 3' 2' 5' 8' 5' 10' 6' 8' 6' 11' 8' 0' 8' 4' 10' 6' 10' 11' 12' 6' 13' 0' Q Standard 3' 2' 4' 11' 5' 3' 6' 7' 6' 11' 8' 0' 8' 4' 10' 4' 10' 11' 12' 6' 13' 0' 1 3' 6' 5' 10' 6' 0' 6' 10' 7' 1' 8' 2' 8' 6' 10' 9' 11' 2' 12' 9' 13' 3' a S P 2 3' 4' 5' 9' 5' 11' 6' 9' 7' 0' 8' 1' 8' 5' 10' 7' 11' 0' 12' 8' 13' 2' 3 3' 3' 5' 3' 5' 7' 6' 9' 7' 0' 8' 0' 8' 4' 10' 7' 11' 0' 12' 0j D F L Stud 3' 3' 5' 3' 5' 7' 6' 9' 7' 0' 8' 0' 8' 4' 10' 7' 11' 0' 12' 7' 13' 1' Standard 3' 2' 4' 7' 4' 11' 6' 2' 6' 7' 8' 0' 8' 4' 9' 8' 10' 4' 12' 6' 13' 0' U 1 / #2 3' 10, 6' 7' 6' 10' 7' 9' 8' 1' 9' 3' 9' 7' 12' 2' 12' 8' 14' 0' 14' 0' S P F 3 3' 8' 6' 6' 6' 10' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' U H F Stud 3' 8' 6' 6' 6' 8' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' 0 Standard 3' 8' 6' 1' 6' 5' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' 1 S P 2 3 QJ D F L Stud 7' 4 Standard 7' 4' 4' ' 1 / #2 4' 7' ' 7' 8' 10' 9' 3' 0' 7' 13' 5' 14' 0' 14' 0' d S P F 3 4' 7' 1' 7' 8' 5' 8' 91 10' 0' 10' 5' i 3' 9' 14' 0' 14' U H F Stud 4' 0' 7' 1' 7' 5' 8' 5' 8' 9' 10' 0' 10' 5' 13' 2' 13' 9' 14' 0' 14' 0' O Standard 4' 0' 7' 0' 7' 5' 8' 5' 8' 9' 10' 0' 10' 5' 13' 2' 13' 9' 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 S P 2 4' 3' 7' 3' 7' 6' 8' 6' 8' 10' 10' 2' 10' 7' 1 13' 11' 14' 0' 14' 0' 3 4' 2' 7' 2' 7' 5' 8' 6' 8' 10' 10' 1' 1 10' 6'1 13' 4' 13' 10' 14' 0' 14' 0' D F L Stud 4' 2' 7' 2' 7' 5' 8' 6' 8' 10' 10' i' 1 10' 6'1 13' 4' 13' 10' 14' 0' 14' 0' Standard 4' 0' 6' 6' 6' 11' 8' 5' 8' 9' 10' 0' 1 10' 5'1 13' 2' 13' 9' 14' 0' 14' 0' aymmAbout) IGabte Truss Diagonal brace option, vertical length may be TI doubted when diagonal brace Is used. Connect diagonal brace for 600# j 1$• I rL, L A at each end Max web i Brnce total length Is 14', 1 2x6 DF-L #2 or better diagonal T- I t Vertical length shown In table above. j 45' brace) single or double cut as shown) at 8. L 1 upper end. Connect dlaoonn at U`l 1#11 `all Refer to chart a ve fA WARlmIGI— READ AND FOLLOW ALL NOTES ON TKtS DRAVDIG _ • PORTAMT*s RMESH THIS DRAWING TO ALL CWrt TORS DCUMMG THE 24TALLERS. Trusses require extrewe care in fnbricathg hondhg, Shipping, instnllinp and bracing. Refer Papa. the Irior t editionperforming SCSIthese np iorm InstallersSafety Information, a TPIor and SDCA) for swfetpresSnoPriortowise, top these functions. Lner4y rs chr provide temporary bradnig per BSI. lhless noted otherwise, top chartl ,hail have property aStoched structurni sheatHrnp and bottor i.d 1117' 11f '' rtr., shall have a properly attadned rlgd C"Im . Locntlons shown for penwnent laterat restroht of I[IJ ONE shall have bracing Installed Per DCSI sections 113, 87 or 010, as applicable. Apply Watts to each < of truss and position as shown above and on the Joint Data$, bless noted otherwise. v Refer to drawings 16GA-Z far standard plate positions. Alpine, n dhAshn of ITV H>lrsrp Cor4anents Group Inc. shoo rot bt responsbte for any deviation 1 AN 1TWODMPANY this dra.ig any faure xo busd the truss In conformance with ANSUTPI 1, or for homing, shipping, Installation i bradnp of trusses. A seal on tfds drawing or cover page listing this draeing. Indicates acceptance of professlotwi t 13723'. Rivera, Drive y solely for the demon shown. TM sUtablOq and use of this drawing I S.;te 20o for any sts civ elk tine re:pommLty of t3+e aadino ne:ign er per ANst/Tr1 I Sens Marylarsdl HeigNs,t MCI, 63043 For more loformati- set this .fob's general rotes page and these web sites ALPINE, wwwalpinaltwconi TP1, wws,tpinst.orgi SDCA, www.sbclndustr Icc ...lccsaf.—G J iATEE Bracing Group Species and Grades - Group A: S ruse -Pine -Fir Hem -Fir 1 / #2 Standard #2 Stud 3 Stud 1 #3 IStandardl Dou tas Fir -Larch Southern Pine*** 3 #3 Stud Stud Stnndnrd Stnndnrd Group B: Hem -Fir 1 S Btr 1 Do u Ins Fir -Larch Southern Pine— 1 #1 2 #2 ix4 Braces shall be SRB (Stress -Rated Board). For Ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these rades. Gable Truss Detail Notes; Wind Load deflection criterion Is L/360. Provide uplift connections for 75 plf over continuous bearing (5 psf TC Dead Load). Gable end supports load from 4' 0' outtookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with 10d (0.128'x3.0' min) nails. JE For (1) 'L' brace, space nails at 2' o.c. In 18' end zones and 4' o.c. between zones, JE )IEFor (2) 'L' braces, space nails at 3' o.c. In IS' end zones and 6' o.c. between zones. L' bracing must be a minimum of 80% of web member length. Gable Vertical Plate Sizes Refer to common truss design for IL peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detail. Vertical Lenth No Splice Less than 4' 0' 2%3 Greater than 4' 0', but less than 11' 6 ' 3%4 Greater than 11' 6' 4x4 TOT. LD, 60 PSF MAX. SPACING 24,0' EF ASCE7-10-GABI6015 ATE 8/3/15 RWG S16015ENC100815 I STRONGBACK BRIDGING REC MMENDATI NS BUTT STRONGBACK BRIDGING TOGETHER 4' 01 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 ATTACH STRONGBACK TO WEB W/ (3) 10d COMMON., 0.148'x3') NAILS OR C4> 10d BOX/GUN 28'x3.0') NAILS O a o 2) 10d COMMIx3A') OR BOX/GUN <0.1NAILS AT 2x6 (MINIMUM) STRDNGI TOP AM OF 2x4 RESTRAINED AT EACH ESCAB —ATTACH STRONGBACKK W/ (3) 10d COMMON.0') NAILSOR <4)10d BO128'x3.0'> ONAILS. attachment methods 0 STRONGBACK BRIDGING SPACING REQUIREMENTS IO' None required 0' to 20' 1 rot Sat curter ofEto2roes0atcad, U3 s) to 40 3 rots a at eadl U4 s) 40' rots at lff oc 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 terms 'bridging' and 'bracing' are sometimes mistakenly used interchangeably, 'Bracing' is an important structural requirement of any floor or roof system. Refer to the Truss Design Drawing (TDD) for the bracing requirements for each individual truss component. 'Bridging,' particularly 'strongback bridging' is a recommendation for a truss system to help control vibration. In addition to aiding in the distribution of point loads between adjacent truss, strongback bridging serves to reduce bounce' or residual vibration resulting from moving point Loads, such as footsteps. The performance of all floor systems are enhanced by the installation of strongback bridging and therefore is strongly recommended by Alpine. For additional information regarding strongback bridging, refer to BCSI (Building Component Safety Information), ATTACH S tot: TO BOTT CHORD TH 648STRONGBACKBRIDGINGATTACHMENTALTERNATIVES 10 VARNMGIss READ Alm FULLOV ALL M M a THIS WAVDIO aD4P112TANTs FURNISH Tills WAVING TO ALL CONIRAMRS IN0.1mINc Tlf =ALI"S. : Trusses requk,e extreme care in fabrlcot4p, h AkN), PSF 77AA 4 REF STRONGBACK DATE 10/01/14 shppinR, " Wikp wW bracing Refer t folios the Latest eWpon of BCSI clwak,p Conporrnt Safety lnformatkn, M TPi aM SBCA) for ety Practkes prior to performkp these functions. Installers shnli provWe ttnporary brackg per L unless noted othereiu, top v ord shag nave praveriY attached :tr : rai :neaaw o w bat De ,' T E C D PSF PSF D R W G S T R B R I B Ri PLu simll Mve properly attached rI;W ceshp Locations sMsn for pemm ent 4aterW restrnhS of of U Ynve br•nNq Installed per BCSI sections H3, B7 a BLO, as oppucablt. Apply plates to each e of truss and Sidon as shosn above ontl on the JWnt Detnas, unless rated othtrslse. ps s 4+' L PSF 1014 Refer to drasd 160A-2 for stnndard pWte posiilons. /- M4Y,e, o dvWm of IiY Buadnp Coryionents Group inr, shWi not b< respons#ote for any devfadon f few) ,;r 7" k {„ + Y ;fir# AN ITW COMPANY a i ary faavx to bWld SYe ts. ss k confornance Nm Atut7rnt 1, or for Aan BnR• s/i hR, brocHp of trusses. A seal on plc 4nkp or cover tMiq thb draskp, avacaMs accepLonce ID ~e+#seer#, "' i j T j 'V LD. PSF UR. FAC. 1.00113723tRYvporl. Dove pope of professkxwl r ANY ear p» ^ dro.Yip for th theJY HI L' )/+} A yN /H1 \ Su0e1200 t i MarylardM Heighis.t MG,, 63043 amy structwtM r.tporlseuty of 1 Stc2. for mart k,Forma' i T see tc Job's general notes pope and SY1eSe tM sites, ALPINE, eew.atoheltuon, TM, eee.fohstora, sBcro esssbck,dastrvorro, [CG se.Jeesafe.aro it i1 y, j .a sltioetlllN*w SPACING f 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. 1" 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=S psf, Kzt = 1.00 Or ASCE 7-10 140 mph. 30' Mean Height, Enclosed Building, Exp, D, Wind TC DL=S 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. Alt plates shown are ITW BCG Wave Plates. 12 3X4 12 Max. (- 2X4 X4 i8-0-0 Max a 4X4 Unless specified otherwise on engineer's sealed design, for vertical valley webs taller than 7-9' apply 2x4 'T' reinforcement, 80% length of web, same species and grade or better, attached with lOd 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 seated design. 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 Vatle Spacing Square Cut Bottom Chord oe-nailed Valley 12 / L Max. X3 1X3 6-0-0IL 1X3 5X4 SPL ( MaxIX3Spacing) iX3 2X4 20-0-0 (++) Supporting trusses at 24' o.c. maximum spacing. 2X4 Stubbed Vatley End Detail. 4X4 If Optional Hip Joint Detail T4 u e Partial Framing Plan RN9400 R£AD AMP TALLraAVnx `M"°" ""' WC M""K' j / L 30 40PSF REF VALLEY DETAILeDFO2TANTFiuIbQSHTN1STomnRACTDRSRsncLlmmDHEnatAu.eRS. J TrussesrequireextrenecoreInfabrkat4q, handing, sWppe,g, installing and bracing. Refer to and • follow the latest edtIon of SCSI (Butde,g Cam--t Safety Information, by Tfl and SWA) for safety e . TC ?L 15 7 PSF DATE 10/01/2014 practices prior to performeg these functions, Installers shall provide temporary bracing per SCSI. all LWass noted otherwise, tap chord shall have property attached structural sheathing and bottom chord shalt have a property attached rlgM c"h,* Locations shoen for permanent totem# restraint of webs g IB 10 10 PSF DRWG VAL160101014 FE sh* I have bracing Installed per BCSI sections 33, Di or 310, as applicable. Apply plates to each face + +* er a Q 1+ of truss and position as shorn above and on the Joint Details, unless noted otherwise. !j / + ) #1i 0 0 0 PSF OIlf-Refer to dings 16M-2 for standard plate p*sttlons. A 4 ,(,,. {i,,7 (j AN rrWC )NUOWY thisa i dWwon of Ie oMc*Vbuild hetruss I wan Inc. show nos br responsIble far nay deviation F ?. /A'/ A 60 55 57PSF rep, wrybr Ensure to build the truss h conformance eiM ANSI/TPI I, or for handing, shippeq, .1 ntkm t brac ingof trusses. A seal on this rdAW or cover page this tetra , indicates acceptance of pr mein onat .FAC. 1.25/1.33 1.15 I.15 137231RiverporC. Drive = respm,s s solely for the svlr per oM use of this drawing tSuRe'.200 fo oegr strucAre b: responsibility of the Duil,iy Designer Per Alli2/iP7 1 See2. 1 t. Maryfano+. Heights i MOt 83fl43 For pore inforn,otlon see this Job's general otes pope and these s„ sites. 7 ALPDK- a econ, TPb "w3pinstorp, SBCN .sbcina,s , Ica .lccsafe.w-g t)5/03,201$ SPACING 24.0' 61 Gable Stud Reinforcement Detail for Stucco Cladding ASCE 7-10, 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1,00 Or: 140 MPH Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 r+ 120 moh Wind Soeed. 30' Mean Heiflht. Partiativ Fnrins nI Fxnnauro n K>t = inn i Bracing Group Species and Grades - Group A: uce-Pine-Ftr Hem-Ftr M1 / N2 Standard H2 Stud H3 Stud 1 M3 Standard Dou las Fir -Lurch Southern Pinewtt p3 %3 Stud Stud Standard Standard Group B; Hem -Fir N1 a Btr H1 Dou Pas Fir-Lnrch Southern Pinewtt H1 H1 R2 H2 lx4 Braces shall be SRB (Stress -Rated Board). For lx4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards, Group B11 values mayn ba used with these ratles. Gable Truss Detail Notes: Wind Load deflection criterion Is L/360. Provide uplift connections for 135 ptf over continuous bearing <5 psf TC Dead Load). Gable end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. ynn Attach 'L' braces with 10d <0.128'x3.0' min) nails. About) X For (1) 'L' brace space nails at 2' o.c. able Truss in 18, end zones and 4' o.c. between zones. Diagonal brace optlor )K #For (2) 'L' braces, space nails at 3' o.c. vertical length may be T in 18' end zones and 6' O.C. between zones. doubled then diagonal 1$' )K 'L' bracing must be a minimum of 80% of web brace Is used. Connect ! member length, diagonal brace for 690H 'L' at each end. Max web T Brace Gable Vertical Plate Sizes total length Is 14', j•lj e, Verticat Le tin No Splice 1 2x6 DF-L #2 or _Yb Less than 4' 0' 2%4 better diagonal Greater than 4' 0', but 04 Vertical length shown I brace) single $, + q# less than 12' 0' In table above. or double cut y45' (as shown) at LLl 1 Refer to common truss design for upper end. peak, splice, and heel plates. 0 ous ring Refer to the Building Designer for conditionsConnectdiagonaat ' t+ ''t # Wnt of vertical web. Refer to chart a ve f1j Hi to a #h,# not addressed by this detail. 10 READ AND FnLDW ALL NM13 DN IM WAWDiGi * ., i REF ASCE7-10—GAB16030wwDi'MTWr— Fi i3NRNTTDs DRAWING To ALL axaitACTws vcLujiING 71E DisTALLERs. "' • Trusses — quint *xtrenr care in fobrk.tVQ, to &WQ, shipping, instoltbg and bracing. Refer t ; % fallow the latest eBdon of BCSI -"dig Cov t safety information, by TPI and SB(:A> farm ty * s DATE 8/3/15 practices prior to perfor,*v them functions. Instoners shall Provide temporary bract g per a unless Hated otherwise, tap -Harrd small have properly attached sxructural sMothMfl and bottom , DRWG S16030ENC100815' sMllMv* a property attacixd HtSi calla g. Locations shown for permanent later.( restraint of 1 shalt M. brachfl installed per HCSI sections H3, 9 7 or H10, os able. e of truss and Position — shown above and — the Joint DetaRs, -A.- not" tih .. s to wtli f + Refer to drawhfls 16OA-z for st—Ward plot* positions. * j) s/1, [, {,jJ Mpine, a division of ITW Husdrp Components Group Inc. sMll not be responsible for any deviation f, f A""` 1d i -# AN IiW 00101PAINY this dravft, any failure to build the truss In confarmance with ANSI/TPI 1, or for handing, sin pp nfl, [1,tallation a bracing of trusses. . TOT. LD. 60 PSF A seal on this drcwYg ar cover pap UstMD t/ss drawwnfl, hdcates acceptance of professional !j! u 13723t Rive wt', Drive why adaiy far tfr deslan shown. The suttabUty and use of thk drawft AIAIL forsU—b1s tme l Suilet2WanyseyoF the HWd.D Desif/we' Per ANSI/TPl 1 Sec2 !l tMarylarM+.HeignlslMCI, . 63043 fun' mare Information see this Job's flenera/ notes page and them web sites'tilllUlWlt MAX, SPACING z4. 0' ALPINE. wwwal tw.canl TPb-.3pinst.or sack wwssbcWWd try.arDl 7CG wwwJccmf*.orfl ^! VALLEY FRAMING & BRACING DETAIL I W R BC 2 of Lumber Size and Grade Minumum Refiuirements GENERAL NOTES Puriins required 2'-0" O.C. in absence of plywood sheathing. Trusses without sheathing applied must be evaluated accordingly. Purlins should overlap sheathing one truss spacing minimum. In cases that this is impractical, overlap sheathing a minimum of 6", and nail upwards through sheathing into purlin with a minimum of 8-8d (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 11, Exp 8,1=1.0, Kxt=1.0 or A Maximum of ASCE 7-10,180 mph, Enclosed, Exp D, K2t=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 gered between rows. Typ) Innection Requirement Notes 2x6 rafters to ridge 4 16d toe -nails Cripple to ridge 416d toe -nails Cripple to rafter 416d toe -nails 8 16d face -nails Rafter to sleeper or blocking 5 16d toe -nails Rafter to two 2x6 sleepers 416d toe -nails Sleeper to truss 416d toe -nails Two 2x6 sleepers to truss 3 16d toe -nails each sleeper & truss Ridge board to roof block 416d toe -nails Ridge board to truss 416d toe -nails Purlin to (Typ) 3 16d toe -nails Truss to blocking 4 16d toe -nails Truss to cripple 416d toe -nails Truss to cripple 416d toe -nails Cripple to purlin 316d toe -nails 13. Collar beam to rafter 4 16d toe -nails CRIPPLE, BRACING, & BLOCKING NOTES NOTE: 16d (0.162"x3.5") COMMON NAILS 2x4 continuous lateral restraint (CLR) min. is required for cripples 6'-0" to 10'-0" long nailed w/ 2 -10d (0.148"x3") nails. Or 20 "r of scab reinforcement nailed to flat ede of cripple with 10d 0.128"x3.0") nails at 6" o.c. "T' or scab must be 90% of cripple length. Cripples over 10'-0 long requre two CLR's or both faces w/ "T" or scab. Use stress graded lumber & box or common 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 it sleepers are not used. Install blocking under cripples If cripples fall between lower truss top chords and lateral bracing Is not used. j Apply all nailing In accordance to current NDS requirement ' I1JNailsarecommonwirenailsunlessnotedotherwise. Ill A) I (B) ('e) nrf"ND'r"' W_" *M FQA W f'l'L MaTu ON TM WAVDQ s LL 201 30 40 54 REF VALLEY FRAMINGvofT— FURKMll TM WAVUG M ALL COMACM2 114Cluaafc TIE DISTALLUM _ Trusses regJn extrene core h f.bric.tw,e, ewndsip, sh!ppl+e. inss.lihp •.,d w-•d,,, wft, t• m,d . * DL 10 20 7 7 DATE 10/01 f 14fotlo. tM IOUst •dtbn of itCSl (J.tlhq Cowpon•nt Softy Inforwotbn, by lP1 and SICK for wf • • ; proctkts pN.r to perforNne tivu functiorn. instniters snnU provide tenporory br'oc•W per STATE OF 'C DL 01 0 0 0 ORWG VACNV1801D15Unlessnotedoth -w", top chord shoU h.ve prape iy otUc.h" strvcty 4 saw.tt*V and button • stwa lwvt s pr'optrty otto0!ed = ceslne, Locotlons sho.n for per.wnent toteroi restmht of 4Abf7( aMtl hove troche hstontd per Woo stctbn 33, J or ISO, as oppticoblt. App1Y plates to eat fo •^ r p fu"(())"'))' of tr,.•s .,,d po:rtwr, e::rb.n met .,,a on a,..ir,t n.ta, t.+t::.w<td othtr.w. . / . A BC LL 0 0 0 0 it." to d—.VW 160A-2 for stondord plot. posn4au, •• ,• A4*w, o d lsim of tTY Moline Conponmts C/ p L+c sho0 not bo nsponsbt. for ony d.vintbn from •,y„••e , AN rrW COMPANY tNs c.lrg, orry ;.lure to build the truss b+ conforh.nc. slth ANSI/TPI L or for handing, shgp•w, Fs O TOT LD.30 50 47 61 hstoilption L broclne of trusses, A s.•4 on t2ts,dra.he or cover page urav this dra.hp, .lo.t.s a of prof.ssiwwt ptN DUR FAC. 1.25 i.15erpri..e.p r.fpor luty solely far V. d.sbr> sho•n ,,. •,.t aty and — of V* dr..hp QNaI , for uey Is t1+• r.spoKbsny of x,Iusne Desipnr per MISI/TPI 1 S•r2. _ 3384 taae!roni Ore for Ware hfornotbn see tNs Job's eerxrol Worts {w e• and th.se ..b sites. Earth Coy. MO 63045 ALPM •.ealc.wtt..ccra TPL ....tcewtorn, slcw ....sbc4+dustrv.oro, tco •,nXY fir -a S to 201 SPACING SEE ABOVE 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 TILE ROOF A - HANGER CHAR A& = HUS 26 (SIMPSON) JL = TNA 422 (SIMPSON) I 0 m D ON A.F,F. REFER TO Et PACK FOR CONNECTION. TYPICAL 7' SETBACK CORNERSET LABELING AND SPACING ATTENTION! sort an srs oom ams.r ap w.a i s REFER TO BCSI -B1 insss Ast b set tars ry M a * wSet Trm is M COlsdt, yar tna% Lay oot MUK arkt 01 oyentor sets robs tldt oay. General Notes 1) M year dad tn-w ad I.— ar Ad vd- b— a. by dad yaf+p yrdsd V b be idbdM ¢aa rM sq. 2) M"1e M z Hd= adoo dMLo AMC 9) Al ba sya+q is 24' O.0 adew aanoroo P. 74) Pyr nw 1XSH-BfXsUblonrsneeo doao+ yanio+ ad Xisadig r+aM bo pond d a arson ayadoy 15 oc aeon ar wk b br nsyosld d o a®an d 20f b — aid X- bm aoay+ad tM dradaa Pbno I. to sm-o br try edtioar b" dd* L ROOF LOADING SCHEDULE TCLL = 20 PSF TCDL = 17 PSF 8CLL • PSF BCDL = 10 PSF TOTAL = 47 PSF DURATION = 1.25 % WIND SPO/TYPF 150 MPH ENCLOSED BLDG EXPOSURE = C USAGE = RESIDENTIAL CAT IL WIND IMPORTANCE FACTOR= 1 UPLIFTS BASED ON= 9.2 PSF DESIGN CRITERIA FBC 2017 TPI 2014 nu5 n+ant>Q a a «mt a fur«. s 6rnn bast aw+peroasu and ctddax>gs mi main vi+d (.ma rrsasWxc s-ttcmx. Th— mosses i— ban u—d m cam ma ahiaziunal I(* psf ra en+ b.—v-d I— n )- d FLOOR LOADING SCHEDUL TCLL = 40 PSF TCDL = 10 PSF BCDL = 5 PSF TOTAL = 55 PSF ALL REACTIONS OVER 5000/ AND UPLFTS OVER 1000{ ARE SHOWN ON ENGROMRING. WALL KEY 9- 4- 20'- 3/4 LMn Desaw"ON aai. DAn s w aa. > rsa r usasa a e n a swa • asv vow sec .sa Iaa ttl Hat O as an n0 saev+[va en M CT saano GaMlfwAlV7 wa N tO Jnl I 1 HCARPENTER CONTRACTORSOF AMERICA 39W AVEKX C. HL W. 11MER HAVEN FLORIDA 33880 PHOW, I"I 959-880b FAX+ 1863) 294-2488 BUILDER TAYLOR MORRISON PROJECT THORNBR00K MODEL 2582/B CCA PROJ/MODEL/ALT 9A8/ 9A7/258MA/258TB ALT DESC OTC : LOT : 232 BLOCK: DESIGNER oar HCARPENTER CONTRACTORSOF AMERICA 39W AVEKX C. HL W. 11MER HAVEN FLORIDA 33880 PHOW, I"I 959-880b FAX+ 1863) 294-2488 BUILDER TAYLOR MORRISON PROJECT THORNBR00K MODEL 2582/B CCA PROJ/MODEL/ALT 9A8/ 9A7/258MA/258TB ALT DESC OTC : LOT : 232 BLOCK: DESIGNER oar PAGE 1 1DATE12 16 10LANh 330074RSCALE 1 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. W\ City of Sanford Bung and Fire Prevention Product Approval Specification Form Permit # #1 8 Project Location Address 2 3 9 7 Anastacia- 580 Red Rose Ln., t 232 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 Therma Tru Ext. Door (front door) FL20461-R2 Sliding Swinging MI Windows Sliding Ext. Door (Standard SGD) FL15332.6 Sectional Windsor Garage Doors Sectional Ext. Door Dbl, single FL15080.R3 Roll Up Automatic Other 2.Windows V Single Hung MI Windows Single Hung window Horizontal Slider Casement Double Hung Fixed Awning Pass Through Projected Mullions MI Windows Mullions FL 18504.2 Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Florida Approval # Description including decimal) 3. Panel Walls Soffits Alpha Aluminum, Inc. Soffits FL16544-R3 Storefronts I Curtain Walls Wall Louver Glass —block ' Membrane Greenhouse E.P.S Composite Panels Other 4.Roofing Products Asph ilt Shingles CertainTeed Shingles FL5444-1113 Underlavments Rhino Linings Corp Coatings FL21842-R1 Roofin Fasteners Nonstructural Metal Rogfiqg_ Wood Shakes and Shingles Roofigg tiles 1 Roofing Insulation Waterproofing__ Built up roofing System Modified Bitumen Single Ply Roof Systems Roofiate Cements/ Adhesives Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Millennium MMI-2 Off Ridge Vent FL19567-Rl Other J Unc 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) j 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 20I4 CITY OF SANFORD BUILDING & FIRE PREVENTION T PERMIT APPLICATION Application No: Documented Construction Value: $ Job Address: 'yC) i e f c t , - r —Historic District: Yes No Parcel ID: ,e..l a Residential 9 Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: NEW RESIDENTIAL PLUMBING Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Name 7_1L4__._._-?1? [ - Phone: Street: Resident of property? City, State Zip: Contractor Information Name NORTHWEST PLUMBING OF ORLANDO Phone: 770 941-5421 x 20_ Street: 6310 MABLETON PARKWAY, SUITE 1000 Fax: (770) 941-9522 City, State Zip: MABLETON, GA 30126 State License No.: CFC1426562 Name: Street: City, St, Zip: _ Bonding Company: Address: Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER; YOUR FAILURE; TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION, IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITI1 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 he secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105,3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised: June aft, 2015 Permit App'.ication NOTICR 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 tithe of submittal. The actual construction value will be figured based on the current ICC Valuation Table in eftect 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. ignattire of Owner/Agent Print Owner/Agent's Name Date Signature of NotaryState of Florida Date Signature of KO!Agent TONY MAHAFFEY Print Contractor/Agent's ame nMA I I ignat:tre o otnryState of Florida Date lt+vt `I Owner/Agent is Personally Known to Me or Contractor/Agent is Personal ly Kr w t&*CtLi Produced ID Type of ID Produced ID Type of ID AUG 21, 2020 y tAtSttG BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No[] # of Heads APPROVALS: ZONING: ENGINFFRING: COMMENTS: Revised- lime 30, 2015 UTILITIES: FIRE: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Permit App;ication CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: l)ocrrmentcd Constructiorr V•aloe: 'S Jot) address: _ f 1 historic District: Yes E] No Bi- Parcel ID: ° _ ) '` ' Residential Erconu4rercial El Type of Work: New addition alteration Repair .0 Demo Change of Use Nlove Description of', Work: f _1 f`'tr er i f I( ( r P i Hall RevieNv Contact Person: Title: l'I)ot)e: FaX: Email: Propatly Owner Imorrna;tion Na tile r _ Street _ _.._ _ Resident of propertN :' City. State Zip: Contractor Information Narneil! Street: f i_...._ LlI LJ lax: Cit\ Mate Lip: _ . 5l s i t 'i i ` ( ! f?t State Li er,se No. Arc hitact,`Enetineer Information direct: C ltv. St. Li-): Addre kK\I\G To O\\ \E:R: 1 OL`fi F:AII_C,i\F: TO Pf (OitI) :A \O IICF Of CONME\CE:\IE\T \I an" E;E SLI.T IN 1 W1, P_ AYI\NG J \\ I(_ I: 10R II P i\, () V FE I I -1 0 \ OLR P POPE ICI N V \C} I ICE OF C -MM1:\CI:NII-A \IL" I BL I:F:CORDE: L) ANI) 11W)ILD ON "IHE JO!" cILF I:I:FOE"E TI'.F FIR -I If I OL (\TI:AD 1O OtiF_v[. I I\(;, f O\, L'L1 H'II I()LA, I I \DI.R W\ AN E F:F()Rl hI CORDING CC)\I IF.AC E_vIF_ I _ 2-4 I d r1 ST sti r a .r;:..,:rar, I 0i' :. h :afr>. Cl `)- 1i1?I :lei C(III!!I r l C) Et i` i i. L' A XOTICTkt allizion to the to 1-: C'Or,ls o I tu. Cowl t\ an(: th Ir"I b-, ad:. 1-ional it d fi-onl o h zr S su"'ll w4l i zlll; W',U_le;",ieNll dlt;-icts, Stale e. 1C14i. Or Accept"tn,: e is 111ll nozif, lh,. of of Cl. 71r Cl: y o!-Sa:l`o;-d rz-,,Ults a A coati ', n ovj-.Pi- to a P.,.:,, chZand l\Ol 1'C v',ill b: in c Cre14 t \l ,!I pie apphd LO P.rnnw is It th,. PcT:"li' ii isu OWNEWS AFFIDAVIT: I cel- lik that III of the fot-e(joill(-, infortilation is accurate arld that atl %Not-k will be done in compliance N\ ith all applicable h\N s t,e,,tth ,I, ti C011Stl'UCtiOtl xl Cf 7— J z------ 7771 ....... . .. C 9,TFPHAME RALLO Commission # FF 175017 F xPir es November 9, 2018 Owd.d lhru TOY FM 1"Wwo W C T p ll T L MR OFFICE USE ONLY P c 111 i i S RC, t I -c C! : 1 1, F I — , \ - " I z Ct Construction T\ Occupancy L';(:: 171()() Cl 70ile: Total S(I I t of B)H,,: M71, Occup.lilcy l.o,.II: M of S i I I c i i o I I e c t c - P t-c priiikICr P c` i- nn i Alarr.l Pa-n-; t Ei FIRE INSPECTIONS CITY OF SANFORD 407,562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Page 3 Application Number . . . . . 18-00002397 Date 8/08/18 Property Address . . . . . 1 580 RED ROSE LN Parcel Number . . . . . . . . 21.19.30.510-0000-2320 Application description . . . NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . I . . Property Zoning . . . . . . . PUD Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Phone Access Code 1069376 Permit pin number 1069376 Required Inspections Phone Insp Seq Insp# Code Description initials Date 10 221 SSB FOOTER/SLAB STEEL BOND 20 212 EL01 ELEC ROUGH 20-1000 216 TUGP TEMPORARY UNDERGROUND POWER 1000 213 EL02 ELECTRIC FINAL FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 k DRIVEWAYS -SIDEWALK 407.688.5080 Application Number . . . . . 18-00002397 Date 8/08/18 Application pin number . . . 526364 Property Address . . . . . . 580 RED ROSE LN Parcel Number . . . . . . . . 21.19.30.510-0000-2320 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 17.00 NUMBER OF STORIES 2.00 SQUARE FOOTAGE 3247.00 Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Phone Access Code 1069376 Permit pin number 1069376 Sub Contractor . . STRADA ELECTRIC & SECURITY Permit. Fee . . . . 80.00 Issue Date . . . . 8/08/18 Valuation . . 6200 Expiration Date . . 2/04/19 Qty Unit Charge Per Extension 200.00 .4000 AMP ELECTRICAL - NEW CONSTRUCTION 80.00 Special Notes and Comments All projects within the City shall use WastePro for debris removal. Please contact WastePro at 407.774.0800. Normal hours for inspections are from 7:30 through 4:30 Monday through Thursday. Please be aware you must contact the Building Official to schedule a Friday or after hours inspection. This is required since not every inspector is licensed to do every type inspection. Communication is the key, so please contact the Building Official if you have any questions at 407.688.5058 or at dave.aldrich@sanfordfl.gov Water impact fee $1343.00 Sewer impact fee $3025.00 Other Fees . . . . . . . . . 01-APPLCTN FEE -ELECTRIC 25.00 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 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. CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No Documented Construction Value: $ Job Address: _atii " ' t -. Historic District: Yes Na Parcel ID: ResidentiaQ Commercial L.1 Type of Work: NewO AdditionEl Alteration RepairEl Demo Change of Use [I Move Description of Work: Plan Review Contact Person:. Title: Phone: `tt 1-,p_Ot Fax: Email:i Property Owner Information Name "' Phone: --- Street: r 10Resident of property? : City, State Zip: Name ' t A Street: S o LL( City, State Zip: 'EC Name: Street: City, St, Zip: Bonding Company: Address: Conti6iAor Information An-nel " hone: alco Fax: State License No.: 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, beaters, tanks, and air conditioners, etc. FBC 105. 3 Shall be inscribed with the date of application and the code in effect as of that date: 5' Edition (2014) Florida Building Code Revised: June 30, 2015 Pennit 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 sat work will be done in compliance with all applicable laws regulating construction and zo ' g. 7 16 Signature of Owner/Agent Date Sig re of Contractor/Agent Print Owner/Agent's Name P ' t Contractor/ ont's Name QAQ n k I A -0- 9 1'1)1 Signature of Notary -State of Florida Date Signature of No ry-Scat. of -Florid. ate CHERYL D AKERS MY COMMISSION # FFM962 EXPIRES June 05, 2020 t o71 J9afits FlartorNoiansvry+aeocun Owner/Agent is Personally Known to Me or Contractor/Agent is V,-Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof[] Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: UTILITIES: ENGINEERING: COMMENTS: FIRE: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 201 S Permit Application IOU- I— j'c4 Atlt= IM wlw, Iz as aGa le - lit" Duct Leakage Test Report Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition 1—jurisdiction: p Permit #: a3 `17 job Information 10 Buildeel ml VK hdun50-4 Corn munity: Lot: Address: Unit: City: 2State: 1-u Zip: J,77/ Duct Leakage Test Results System 1 cfm25 System 2 cfm25 System 3 cfm25 Sum of any Aditional systems cfm25 Total of all systems cfm25 0 Prescriptive Method cfm25 (Total) To qualify as "substantially leak free" Qn must be less than or equal to 0, 04 if air handier unit is installed. If air handler unit is not installed, Qn Total must be less than orequal to 0.03. This testing method meets the requirements in accordance with Section R403.3.3. Performance / ERI Method cfrn25 (Out or Total) To qualify using this method, Qn must not be greater than the proposed ri,rt, leakage Qn specified on Form D405-201 7 or D406-201 7 IN, o + 2,fA§ ;h = Iz , 6 Qn Leakage Type selected on Form Qn specified or) Form R405-2014 TotalofallTotalConditionedsystems Square Footage R405-2017 (Energy Calc) or P406-2017 (Energy Co1c) or 406-2017 PASS [-] FAIL 10 6 1 lq ~ Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC380 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. Testing Company Company Name: e- -ee Phone: I hereby verify that the above d ct akage testing results are in accordance with the 2017 6th Edition Florida Building Code Energy Conservation requirements accjngto the compliance method selected above. Signature of Tester: Date of Test: 4:2 Printed Name of Tester: IF Orange County Division of Building Safety Permit No: Building Inspection Section 1 Blower Door Test Form For Prescriptive and Performance Method Job Informati Builder: Address: City, State, Zip: Air Infiltration Test Results AGH(50) = CFM(5 ) X 60 /Volume PASS (Mechanical Ventilation not Required) PASS (With Mechanical Ventilation) FAIL Certification of Test Results Lot #:- Please mark zEnergy f certification entity Auditor or Ener Rater as defined in Florida Statutes Section 553.993. Co of9YPY Certificate must be attached to this form. Class A air-conditioning contractor, Class B air-conditioning contractor, or Mechanical Contractor. Professional Engineer or Architect licensed by Florida Statutes Section 471 or 481. I hereby certify that the above Air Infiltration Test results demonstrate compliance with Florida Energy Code requirements in accordance with the Florida Building Code -Energy Conservation. Signature: A Date: / ! 1 ) 6 Printed Name: Company: Q' License or Certification #: ZM4 2(• ' NOTE: Completed Form to be submitted at Final Building Inspection.) DESCRIPTION AS FURNISHED: Lot 232, THORNBROOKE PHASE 4, as recorded in Plot Book 81, Poge 70 thru 71, Public Records of Seminole County, Florida. BOUNDARY FOR/CERTIFIED TO: Jinda Liu & Chengyong Liu; Inspired Title Services, LLC; First American Title Insurance Company; Cathay Mortgage, LLC IOWA AVENUE R/W VARIES) IV 89056'00" E 40. 00' SET R. 0.6' SET I CONC. WALL 1.0 I 1-ON WICOLUMN ON_", IQ 10' LANDSCAPE & ALL.FENC E 19 19.801- 19.60 13, 6'X 7. 0 ' rl AC PAD LOT P32 5.00' 15.7' 5.00' CQV'O' CONC. 14.3' 5.00' TWO STORY RESIDENCE Q) F.F.=22.9 I' Q:I O Q LOT 231 Ez) Q) N LOT 233 COV'O. BRICK 5.00' 5.0 9 Q! a. BRICK WALK 21.3' 5.00' 16' BRICK DR. 25,20 ?5,20' 10' UTIL. ESMT, 0.3, 97OFF 'I OFFJ4 P.C. k V SET N&O 5' CONC. WALK SET N&O 4596 # 4596 BB.) N 89*58'00" E 40. 00' le woeIleRED R0,,_S_y_ hL,_ 7 LA IVE 50' UPLIFT & ACCESS RIW) TRACT I PROPOSED = FINISHED SPOT GRADE ELEVATION PER DRAINAGE PLANS 80LOINC SETBACKS: PROPOSED DRAINAGE FLOW FRONT - 25' LOT GRADING TYPE A REAR = 15' PROPOSED F.F. PER PLANS - 22,9' SIDE = 5. 0' SIDE CORNER = 10' PROPOSED GRADE PER CONSTRUCTION PLAN RUSEjVMEYER - SCOTT & ASSOC, 11VC. - LAND SURVEYORS LEGEND - LEGEND - PLAT POL • POINT ON LINE 5400 E. COLONIAL DR, ORLANDO, FL, 32807 (407)-277-3232 FAX (407)-656- 1436 FIELD TYP. • TYPICAL NOTES: I IRON PIPE PRE. P0 HT OF REVERSE CURVATURE RRONRubI, CC POINT TOF COMPOUND CURVATURE I THE UNDERSIGNED DOES HEREBY CER77FY THAT MIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE fLORtUA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER NJ-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SEC77ON 472,027, FLORIDA STATUES I C.M.ONCRCTC MONUMENT RAD. RADIAL C5C, I.R. 1 12' IR . /NLB 4596 HR. NON -RADIAL 2. UNLESS EM005SCO WITH SURVEYOR'S SIGNATURE AND ORIGINAL RAISED S&A1, THIS SURVEY MAP OR COPIES ARE NOT VAUD. 6ty RFC, •RECOVLRLD WT. WITNESS POINT j. THIS sw WAS eRCRAR4Z FROM TITLE INFORMA77ON FURNISHED TO THE SURVEYOR. THERE MAY Of OTHER RESTRICTIONS P48 OF BEGINNING CALC. • CALCULATED POINT 0T R POINTOFCUMMC"CEK PRA • PCRMAN CNT REFE ENCE: MONUMENT OR EASEMENTS THAT AFFECT THIS PROPERTY, 4, NO UNDERGROUND IMPROVEMENTS HmU BEEN LOCATED UNLESS OFHERMSE SHOWN. CENTERLINE FF FINIS NED FLOOR ELEVATION N& I, L NAIL L DISK IKSL. • BUILDING SETBACK LINE S. TH,S SURVEY iS PREPARLO FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELJf0 UPON By ANY OTHER ENTITY` R/ W R IGHT-GFWAY BX. BENCHMARK 6 OWENSiON3 SHOWN FOR THE tICATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LWES. t MT EASEMENTB.B. • BASE BEARING 7, BEARINGS, ARE BASED ASSUMED DATUM AND ON THE LINE SHOWN AS BASE BEARING (6.8.) DRAIN DRAINAGE 6 ELEVAI:SNS, IF SHOWN, ARE BASED ON NATIONAL GEODETIC DATUM OF 1929, UNLESS OTHERWISE NOTED. TH. UTILITY CL IC CHAIN LINK FENCE 9 CERT? eICAIE Of AUTHORIZATION No, 4596, vurc WOOD FENCE C BLOCK b POINTPC 0CURVATURE SCALE 20 1 DRAWN Or. POINTT 111 0N0TANGENCY D 1 1 Csc ESCRP'T ON N CERTIFIED BY: DATE CI Oi R Na. R A DIUS ARE LENGTHPLOTPLAN 05-21-2018 3255--18 r COA IURUCHORD 0EARIN6FORMBOARDFOLINDATIONIELEVS. 07-19-2018 4790-18 NORTH PNAL/ELEVS. 12- 08-2018 8169-18 JJAU. Tt,r, 8UII0fNG1PR0PERIY- DOES NOT LTE WITHIN THE THE ESTABLISHED 100YEAR FLOOD PLANE AS PER "FIRM* T X. GRUSENM ER. R.L.S. 4714 MAP i 12117C 0055 F SCOTTT, # 4801 SCO L