Loading...
584 Red Rose Ln 18-2446; NEW SFHCOUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100005 BUILDING APPLICATION #: 18-10000576 BUILDING PERMIT NUMBER: 18-10000576 I-d DATE: June 27, 2018 UNIT ADDRESS: RED ROSE LANE 584 21-19-30-510-0000-2330 TRAFFIC ZONE:022 JURISDICTION: J \ ,I SEC: TWP: RNG: SUF: PARCEL: J 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: 584 RED ROSE LANE THORNBROOKE PHASE 4 SFR FEE BENEFIT RATE UNIT CALL UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Single Family Housing 705.00 1.000 dwl unit 705.00 ROADS -COLLECTORS N/A Single Family Housing 00 1.000 dwl unit 00 FIRE RESCUE N/A 00 LIBRARY CO -WIDE ORD Single Family Housing 54.00 1.000 dwl unit 54.00 SCHQOLS CO -WIDE ORD Single Family Housing 5,000.00 1.000 dwl unit 5,000.00 PARKS N/A 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 THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE I fulfil 11111111111111 11(Gill 1/1111111 Parcel ID Number: Z(-/ q--30 — 0, 6000 — a33 6 Prepared By Daphne Clark and Taylor Morrison Homes Return To : 2600 Lake Lucien Drive, Suite 350 Maitland, FL 32751 NOTICE OF COMMENCEMENT. State of Florida. County of Seminole. 6RANT NAL0Y, SENINOL.E C0UNTYGL.FFt,;. Or :i:RC'UIT i:01URT & COMPTROLLERi?i; 91 C' F's 91.1 ;Ipj—.57 1CLERKA. R" ORDEL ii:•/:,i?ii:iS !)?:9:,i ;='!9 5-,EC:ORDIN`G FEES .1i,,C,i, R C0RDE1? 8Y hdnvor 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. or l . Description of property : LOTy Legal Description : Thornbrooke Phase 4, according to the plat thereof, as recorded in Plat Book 9 Page7 f the public records of Seminole County, it Florida. Addresses : J0 / Q" -- Sanford FL 2. General description of improvements : Single Family Home Owner information : Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751 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: 4 7k on Asa Wright aylor Morrison of Flon c. Sworn to and subscribed before me this by John Asa Wright ersonally known to me. Notary Public DA Clark ` S t ; ttMy commission expires: 6/27/19 # XP1N No Serial No. FF 209108 ry Signature: * o e>$!°p' C RTIFIED COY GRANT MALOY °'eofF` C RK 0 T 'CUIT COURT 4 °y AN + OL R = , SEWN LE 0' 01 BY __ DEPUTY CLER 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 A A race• ELECTRICAL- PERMIT- Min Max Inspection Description 10 Electric Underground 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final a1VI EC_HA_ NICAI;;'PERIVIIT ':•:_ - a..:,. - ;. :' - " 4`' ` Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 FJ-Z S/ DG c CITY OF SANFORD BUILDING & FIRE PREVENTION r' D , r2j PERMIT APPLICATION 1 v ZC) Application No: / g- qu Documented Construction Value: $ _ 35Z{<ol • Job Address:% Historic District: Yes No X Parcel ID: Zk19-30-9-0000-233 0 Residential [) Commercial Type of Work: New n Addition Alteration Repair Demo Change of Use Move Description of Work: LOT NUMBER ral Plan Review Contact Person: Daphne Clark Title: Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Phone: Street: 151 SOUTHHALL LANE # 200 City, State Zip: MAITLAND FL 32751 407-629-0077 Resident of property? : NO Contractor Information Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Phone: 407-257-6940 Street: 151 SOUTHHALL LANE # 200 City, State Zip MAITLAND FL 32751 Fax: State License No.: CBC1257462 Architect/Engineer Information Name: Phone: Street: City, St, Zip: Bonding Company: N/A Address: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 511 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 2 Si cure of Owner/Agent Date TAYLOR MORRISON FLORIDA INC Print Owner/Agent's Name Signature of N ry-State of Florida Date WY p6 D. a CLARI( MY COMMISSION r# FF EXPIRES; June 27, AOM ndre BWW T1n Budget Notary Owner/Agent is YFS Personally Known to Me or Produced ID N/A Type of ID Sip fature of Contractor/Agent Date / JOHN ASA WRIGHT Print Contractor/ ent's qild_ Signature of Notary -State of Florida Date e. f.% D. A CIARK MY COMMISSION t FF 209108 EXPIRES: June 27, 2019ul' t M md" RWed Thru Buftf Nof ry a?M,, . Contractor/Agent is YES Personally Known to Me or Produced ID NIA_ Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building ® Electrical Q Mechanical © Plumbing2] Gas[] Roof Construction Type: Occupancy Use: 23 Flood Zone: 6V Total Sq Ft of Bldg: 3ati-1 Min. Occupancy Load: 1-1 # of Stories: Z New Construction: Electric - # of Amps s Fire Sprinkler Permit: Yes No © # of Heads APPROVALS: ZONING: I& UTILITIES: ENGINEERING: FIRE: COMMENTS: _ Ok to construct single family home with setbacks and impervious area shown on plan. 5 Lf . I, % Ayta0as. a , Cf - Plumbing - # of Fixtures ZZ Fire Alarm Permit: Yes No ES WASTE WATER: BUILDING:wF C.- 2o-l8 Revised June 30, 2015 Permit Application q 4: V I ' 1:1 CITY OF SANFORD 3 `, BUILDING & FIRE PREVENTION PERMIT APPLICATION hF ' 1 • Application No: f2_2 Documented Construction Value: $ 00 o Job Address: L Historic District: Yes No Parcel ID: 21=19-30-S6-0000-233 0 Residential Q Commercial Type of Work: New X Addition Alteration Repair Demo Change of Use Move Description 1 91[e y:1 iIlA'/:[•]il l:[•7:1:1:1•I•]:/,:I:y LOT NUMBER: Plan Review Contact Person: Daphne Clark Title: IaT1ITT13 W,I1Yb•Ffd'l I MrsIlI-CO)k 11 M UT ll M11 Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Phone: 407-629-0077 Street: 151 SOUTHHALL LANE # 200 Resident of property? : City, State Zip: MAITLAND FL 32751 Contractor Information Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Phone: Street: 151 SOUTHHALL LANE # 200 Fax: City, State Zip: MAITLAND FL 32751 State License No.: Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: N/A Address: Mortgage Lender: N/A Address: 407-257-6940 NO CBC1257462 WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 511 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Z:dz - X'e'- Si lure of Owner/Agent Date TAYLOR MORRISON FLORIDA INC Print Owner/Agent's Name Signature of N ry-State of Florida Date rr MY COMMISSION#FF rlla EXPIRES: June 27.2' 3' rarn` O BordtdThruBudgesNohry 1,10— 04 2fief 71ature of Contractor/Agent Ddie JOHN ASA WRIGHT Print Contractor/ ent's Signature of Notary -State of Florida Date U,ar a D. A. CUM MY COMMISSION II FF 209108 EXPIRES: June 27,2019or' rrcw md" Bmded Thru B&dtet K*ry e•nx... Owner/Agent is YM Personally Known to Me or Contractor/Agent is YES Personally Known to Me or Produced ID N/A Type of ID Produced ID CIA 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 APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads UTILITIES: _ FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No A'6 6 7 WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application SXNFORD Y OF PLANNING & DEVELOPMENT SERVICES DEPARTMENT Flood Zone Determination Request Form Name: John Asa Wright Firm: Taylor -Morrison of Florida, Inc. Address: 2600 Lake Lucien Drive City: Maitland State: FL Zip Code: 32751 Phone: 407-257-6940 Fax: Email: daphne@permitspermitspermits.com Property Address: 584 Red Rose Lane Property Owner: Taylor Morrison of Florida, Inc. Parcel identification Number: 21-19-30-510-0000-2330 Phone Number: 407-629-0077 Email: The reason for the flood plain determination is: New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) OFFICIAL USE ONLY Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0055 F Map Date: September 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway The parcel is not in the: floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone W, the best available information used to determine the base flood elevation is: BP# 18-2446 Reviewed by: Michael Cash, CFM Date: June 13, 2018 Application for Right -of -Way Use for Driveway, Walkway & LandscapePFLORI — 1877 -1 Department of Planning S 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. ad(V /-/ IN"//.I / bI + I Kno..m„tibelow. call before you dig. 1. Project Locati/ion/Addresss:/ Via KokQ 2. Proposed Activity: Driveway Walkway Other: 3. Schedule of Work: StartDate Date Emergency Repairs G a ,y MIWes*Y PVIA cC oomplpletion AIS SFX 4. Brief Description of Work: This application is submitted bPropey Signature: ty Owner Signature: AYWK flA&MAKI hlMAS PrintName: Address: % NE MM 100 At ,Z_T Phone: 07-2V-6?4Q Fax- o G Oh Q@'rLlml /liltSlRlm CQli Date:_Ul- It Maintenance Responsibilities/Indemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said installationfimprovement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the improve- ment and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestors expense and, if necessary, file a lien on the Requestor•s property to recover costs of restoration To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents, servants, or employees appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or Injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable 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 un rid the above statement and by signing this application I agree to its berms. I hereby understand and ag all city fees related to this application as required by the city's adopted Fee Resolution. Signature: Date: Z This permit shall be posted on the site during construction. Please call 407.688.6080, Ext. 5401 24 hours in advance to schedule a pre -pour Inspection. Pre - pour Inspection by: Date: n:, n Offi ial. S'•bCi PPI ::.:...:.............;:.:, faee; si'. :17ate: s: v . 71777777 e leaved: i3iert; a ina e: >: September 2010 ROW Use Drhmway.pdf SCPA Parcel View: 21-19-30-510-0000-2330 http://parceldetai l.scpafl.org/Parcel Detai I I nfo. aspx?PI D=2119305100... PronejU Record Card P Parcel: 21-19-30-510-0000-2330f1OCEM6 u acoourm w ra Property Address: 584 RED ROSE LN SANFORD, FL 32771 I Information Parcel 21-19-30-510-0000-2330 Owner(s) TAYLOR MORRISON OF FL INC Property Address 584 RED ROSE LN SANFORD. FL 32771 Mailing 151 SOUTHALL LN STE 200 MAITLAND. FL 32751 Subdivision Name THORNBROOKE PHASE 4 Tax District St-SANFORD DOR Use Code 00-VACANT RESIDENTIAL Exemptions 1 40 40 40 40 40 40 E0 231 232 233 234 235 236 Value Summary 2018 Working 2017 Certified Values Values Valuation Method I Cost/Market I Cost/Market Number of Buildings 1 0 0 Depreciated Bldg Value - Depreciated EXFT Value Land Value (Market) i $40,000 1 $26.050 Land Value Ag Just/Market Value 40,000 1 $26,050 Portability Adj ---- ---- -- F Save OurOur Homes Adj 0 0 Amendment 1 Adj 0 12.784 P&G Ad) 0 0 Assessed Value 40.000 13,266 O O O O, O O O Tax Amount without SOH: $336.00 2017 Tax Bill Amount $336.00 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Seminole County GIS Legal Description — 13 JBROOKE PHASE 4 DGS 70-71 Taxes Taxing Authority Assessment Value I Exempt Values I Taxable Value County General Fund 40,000 0 40,000 Schools 40.000 so 40.000 City Sanford 40.000 o 40.000 SJWM(Saint Johns Water Management) 40,000 0 40,000 County Bonds-------- -- --- - - ----- 40,000 -- O --- --- -- 40,000 Sales Sales Description Date Book Page Amount Qualified VacImp No Sales Find Comparable Sales Land Method Frontage Depth Units Units Price Land Value LOT 1 $40,000.00 $40.000 Building Information Permits Permit # Description Agency Amount CO Date Permit Date 1 of 2 5/24/2019, 10:40 AM RECORD COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot233ThornbrookeAnastasiaGRS Builder Name- Taylor Morrison Street: 584 Red Rose Lane Permit Office: u IBUILp 1', City, Stale, Zip: Sanford , FL , 32771 Permit Number: _ C Owner: Jurisdiction: 91 006 U S N ORDesignLocation: FL, Orlando County:: Seminole (Florida Climate Zone 2) D 1. New construction or existing New (From Plans) 9. Wall Types(3137.2 sgft.) Insulation \ A Aieae! 2. Single family or multiple family Single-family a. Frame -Wood, Exterior R=13.0 1521. ' b. Concrete Block - Inl Insul, Exterior R=4 1 1375.90 ft' 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 240.33 ft' 4. Number of Bedrooms 4 d. N/A R= ft' 10. Ceiling Types (1481.0 sgft.) 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= ft' Conditioned Floor area below grade (W) 0 c. R= f 11 Ducts ftRft' 7 Windows(369.3 sqft.) Description Area a. Sup, Attic, Ret- Attic, AH: 2nd Floor 6 293.4 a. U-Factor: Dbl, U=0.34 305.31 ft' b. Sup: Attic, Ret: 2nd Floor, AH: 2nd Floor 6 223 SHGC: SHGC=0.31 b. U-Factor: Dbl, U=0.58 64.00 ft' 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.32 a. Central Unit 25.2 SEER 16.00 b. Central Unit 25.2 SEER-16.00 c U-Factor: N/A ft' SHGC: 13. Heating systems kBlu/hr Efficiency d. U-Factor: N/A ft' a. Electric Heat Pump 21.8 HSPF:8.50 SHGC: b. Electric Heat Pump 21.8 HSPF:8 50 Area Weighted Average Overhang Depth: 2.733 ft Area Weighted Average SHGC: 0.312 14 Hot water systems a. Electric Cap: 50 gallonsEF: 8. Floor Types (2582 0 sgft.) Insulation Area 0 950 a. Slab -On -Grade Edge Insulation R=0.0 1467 00 ft' b. Conservation features b. Floor Over Other Space R=0.0 1102 00 ft' None c. other (see details) R= 13.00 ft' 15. Credits Pstat Glass/Floor Area: 0.143 Total Proposed Modified Loads: 73.70 PASSTotalBaselineLoads: 76.88 1 hereby certify that the plans and specifications covered by Review of the plans and F STgl this calculation are in compliance with the Florida Energy specifications covered by this FOB, Code. calculation indicates compliance k+ „ K OwiththeFloridaEnergyCode. n,,,, •-. €',;.•„ PREPARED BY: Before construction is completed DATE: _____ _ _5/1.6/_1.8 this building will be inspected for compliance with Section 553.908 I hereby certify that this building, as designe , is ' ompliance Florida Statutes. CODwiththeFloridaEnergyCode. WE OWNER/A - - -- --- DATE: (ol BUILDING OFFICIAL: - DATE: Compliance requires. certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). 5/16/2018 3:37 PM EnergyGauge® USA - FlaRes2017 Section R405 4 1 Compliant Software Page 1 of 5 FORM R405-2017 PROJECT Title: Lot233ThornbrookeAnastasia 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 PlalBook: Builder Name: Taylor Morrison Rotate Angle: 0 Street: 584 Red Rose Lane Permit Office: Cross Ventilation: No County: Seminole Jurisdiction• 691500 Whole House Fan. No City, Slate, Zip: Sanford , Family Type: Single-family FL , 32771 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 2Slab-On-Grade Edge Insulatio 1st Floor 147.4 ft 0 1467 ft' 0.37 0 0.63 3 Floor Over Other Space 2nd Floor ---- ---- 1102 ft' 0 0 0 1 ROOF Roof Gable Roof Solar SA Emitt Emill Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Gable or Shed Composition shingles 1655 ft' 370 ft' Medium 0.85 N 0.85 No 0 26.6 ATTIC v # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1480 ft' N N 5/16/2018 3.37 PM EnergyGauge® USA - FlaRes2017 Section R405 4 1 Compliant Software Page 2 of 5 FORM R405-2017 CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) 1st Floor 38 Blown 12 ft' 0.11 Wood 2 Under Attic (Vented) 2nd Floor 38 Blown 1469 ft' 0.11 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Ornt To Wall Type _ Space R_VaIue-Ft-In-Et-In Area R_Value-Eraclion-Absor._Grade%_ 1 N Exterior Frame - Wood 2nd Floor 13 30 0 9 0 270.0 ft' 0 0.23 0.6 0 2 N Exterior Concrete Block - Int Insul 1st Floor 4.1 30 0 9 4 280.0 ft' 0 0 06 0 3 E Exterior Frame - Wood 2nd Floor 13 54 6 9 0 490.5 ft' 0 0.23 06 0 4 E Exterior Concrete Block - Int Insul 1st Floor 4.1 54 6 9 4 508.7 ft' 0 0 0.6 0 5 S Exterior Frame - Wood 2nd Floor 13 30 0 9 0 270.0 ft' 0 0.23 0.6 0 6 S Exterior Concrete Block - Int Insul 1st Floor 4.1 5 6 9 4 51.3 ft' 0 0 0.6 0 7 SW 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 ft' 0 023 0.6 0 9 W Exterior Concrete Block - Int Insul 1st Floor 4.1 52 6 9 4 490.0 ft' 0 0 0.6 0 10 Garage Frame - Wood 1st Floor 13 25 9 9 4 240.3 ft' 0 023 0.01 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 Wood 1st Floor None 25 2 9 8 22 ft' 2 SW Wood 1st Floor None 25 3 8 24 ft' WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang y Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 N 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 N 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 N 2 Vinyl Low-E Double Yes 0.34 0.31 N 58.6 ft' 1 ft 0 in 11 ft 8 in Drapes/blinds None 4 N 2 Metal Low-E Double Yes 058 0.32 N 64.0 ft' 11 ft 0 in 0 ft 0 in None None 5 E 3 Vinyl Low-E Double Yes 034 0.31 N 30.0 ft' 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 8 in Drapes/blinds None 7 S 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 0.34 031 N 5.3 ft' 1 ft 0 in 11 ft 8 in Drapes/blinds None 11 W 9 Vinyl Low-E Double Yes 0.34 0.31 N 12.8 ft' 1 ft 0 in 11 ft 8 in Drapes/blinds None 12 W 9 Vinyl Low-E Double Yes 0.34 0.31 N 38.5 ft' 1 ft 0 in 11 ft 8 in Drapes/blinds None 5/16/2018 3:37 PM EnergyGaugeO USA - FlaRes2017 Section R405 4 1 Compliant Software Page 3 of 5 FORM R405-2017 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 455 ft' 455 ft' 64 ft 8 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000408 2762.4 151.65 285.21 .3666 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 2 Electric Heat Pump/ Electric Heat Pump/ Split Split HSPF:8.4999 21.8 kBtu/hr 1 HSPF:8.4999 21.8 kBlu/hr 2 sys#1 sys#2 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 2 Central Unit/ Central Unit/ Split Split SEER: 16 25.2 kBtu/hr cfm 0.75 1 SEER: 16 25.2 kBtu/hr cfm 0.75 2 sys#1 sys#2 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.95 50 gal 62.3 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector Storage System Model # Collector Model # Area Volume FEF None None ft' DUCTS Supply ---- Location R-Value Area Return ---- Air CFM 25 CFM25 HVAC # Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 2 Attic 6 293.4 ft Attic 6 223 ft' Attic 2nd Floor 73.35 ft Default Leakage 2nd Floor (Default) (Default) 55.75 ft Default Leakage 2nd Floor (Default) (Default) 1 1 2 2 5/16/2018 3:37 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2017 TEMPERATURES Programable Thermostat, Y Ceiling Fans: Coolin an He Jan jj Feb jX Feb j j Mar fXMarj j A r I AprMa I May Jun JXJJun Jul IXIJul Au IXIAu X Se j SeP j j Oct Oct j j Nov X] Nov j Dec jXDec Venlin Jan Feb X Mar X] A r May Jun Jul Aug Se [X] Oct X] Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 5/16/ 2018 3:37 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 5 of 5 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 96 The lower the EnergyPerformance Index, the more efficient the home. 584 Red Rose Lane, Sanford, FL, 32771 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft') 7. Windows" Description a. U-Factor: Dbl, U=0.34 SHGC: SHGC=O 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) New (From Plans) 9. Wall Types Insulation Area Single-family a. Frame - Wood, Exterior R=13.0 1521.00 ft' b. Concrete Block - Int Insul, Exterior R=4.1 1375.90 ft 1 c. Frame - Wood, Adjacent R=13.0 240.33 ft' 4 d. N/A R= ft' 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=38.0 1481.00 ft' 2582 b. N/A R= fl' c. N/A R= ft' Area 11. Ducts R ft' 305.31 ft' a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 2934 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 IM 2.733 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: Date: Address of New Home: City/FL Zip: kBtu/hr Efficiency 21.8 HSPF:8.50 21.8 HSPF:8.50 Cap: 50 gallons EF: 0.95 Pstal y04 VE Sr42. yam'" o a a goo Wswl 19 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. 5/16/2018 3:37 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 o a a goo Wswl 19 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. 5/16/2018 3:37 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 DEL -AIR Manual S Compliance Report HUMfr - Mll CON111=10116 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 584 Red Rose Lane, Sanford, FL 32771 Design Conditions Job: Lot233ThornbrookeAna... Date: 5/16/18 By: JA 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: 62.80F 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 ASHP Manufacturer: Lennox Model: 14HPX-024-230-21+CBA27UHE-024-230'++TDR Actual airflow: 840 cfm Sensible capacity: 18184 Btuh 105% of load Latent capacity: 4127 Btuh 158% of load Total capacity: 22310 Btuh 112% of load SHR: 82% Design Conditions Outdoor design DB: 41.7°F Heat loss: 19425 Btuh Entering coil DB: 69.10F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-024-230-21+CBA27UHE-024-230'++TDR Actual airflow: 840 cfm Output capacity: 22106 Btuh 114% 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: 19 OF Meets all requirements of ACCA Manual S. Zt -Fk wrightsoft- 2018-May-16 15 44:09 w Right -Suite® Universal 2018 18.0.13 RSU24011 Page t 14C'C l . eAnaslasiaGRS\Lol233ThornbrookeAnastasiaGRS rup Calc = MJ8 House faces. S 1' DEL -AIR Manual S Compliance Report xEaTa+a • ata ooemrtowxe till 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 584 Red Rose Lane, Sanford, FL 32771 Design Conditions Job: Lot233ThornbrookeAna... Date: 5/16/18 By: JA Outdoor design DB: 92.50F Sensible gain: 16814 Btuh Entering coil DB: 78.0°F Outdoor design WB: 76.30F Latent gain: 2943 Btuh Entering coil WB: 63.90F Indoor design DB: 75.0°F Total gain: 19757 Btuh Indoor RH: 50% Estimated airflow: 840 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-024-230-21+CBA27UHE-024-230'++TDR Actual airflow: 840 cfm Sensible capacity: 18924 Btuh 113% of load Latent capacity: 3858 Btuh 131% of load Total capacity: 22782 Btuh 115% of load SHR: 83% Design Conditions Outdoor design DB: 41.7°F Heat loss: 13375 Btuh Entering coil DB: 69.0°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-024-230-21+CBA27UHE-024-230'++TDR Actual airflow: 840 cfm Output capacity: 22114 Btuh 165% 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-16 15:44:09 Right -Suite® Universal 2018 18 0 13 RSU24011 Page 2 ACCA...eAnastasiaGRS\Lot233ThornbrookeAnastasiaGRS.rup Calc = MJ8 House laces. S DEL --AIR Component Constructions Job: Lot233ThornbrookeAna... P Date: 5/16/18 HEATING - AIRCONDrrroNING Entire House By: JA DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD. FL 32771 Phone. 407-333-2665 Fax: 407.333.3853 Web WWW DEL-AIR.COM For: Taylor Morrison 584 Red Rose Lane, Sanford, FL 32771 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 Hig HTM Loss Cig HTM Gain h' Btuh/ft'--•F h'-'F/BWh 81uh/h' Bluh Btuh/ft' Btu Walls 12C-Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood frm, 16" o.c. stud 13A-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 Windows 2A-2ov: 2 glazing, clr low-e ouir, air gas, vnl frm mat, clr innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft overhang (5 ft window ht, 1 ft sep.), 6.67 It head ht 2A-2omd: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, 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, 1/8" thk; NFRC rated (SHGC=0.31), 50% drapes, medium; 1 ft overhang (6.3 ft window ht, 11.67 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr low-e ouir, air gas, vnl frm mat, clr innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft overhang (3 ft window ht, 1 ft sep.); 6.67 ft head ht n 200 0.091 13.0 2.58 515 2.34 469 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 n 158 0.201 0 5.69 897 4.35 686 e 470 0.201 0 5.69 2671 4.35 2044 s 51 0.201 0 5.69 292 4.35 223 sw 24 0.201 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 218 0.091 13.0 2.58 562 1.44 315 n 30 0.340 0 9.62 289 10.6 317 n 40 0.340 0 9.62 385 106 423 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 n 64 0.580 0 16.4 1050 16.8 1078 n 58 0.340 0 9.62 561 10.6 617 e 39 0.340 0 9.62 374 30.4 1180 w 39 0.340 0 9.62 374 30.4 1180 all 136 0.340 0 9.62 1308 21.9 2976 w 6 0.340 0 9.62 58 30.4 182 wrightsoft- 2018-May-16 15:44:09 1 .., •, r,.., w_,, .. Right -Suite® Universal 2018 18.0.13 ASU24011 Page 1 eAnastasiaGRS\Lot233ThornbrookeAnastasiaGRS.rup Calc = MJ8 House faces S 2A-2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, w 5 0.340 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft overhang (3.17 It window ht, 11.67 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, w 13 0.340 1/8" thk, NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft overhang (4.2 It window ht, 11.67 It sep.); 6.67 ft head ht Doors 11 DO: Door, wd sc type sw 23 0.390 n 22 0.390 all 45 0.390 Ceilings 16B-38ad:Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 1/2" 1482 0.026 gypsum board ini fnsh Floors 20P-191: Flr floor, frm flr, 12" thkns, r-19 cav ins, gar ovr 13 0.050 22A-tpl: Bg floor, light dry soil, on grade depth 147 0.989 0 9.62 51 30.4 160 0 9.62 125 30.4 393 0 11.0 250 12.0 272 0 11.0 243 12.0 264 0 11.0 493 12.0 536 38.0 0.74 1090 1.41 2090 19.0 1.41 18 0.71 9 0 28.0 4126 0 0 i -Fk wrightsoft- 2018-May-16 15:44 09 Right-Sude® Universal 2018 18 0 13 RSU24011 Page 2 14CC'p'..eAnastasiaGRS\Lol233ThornbrookeAnastasiaGRS rup Calc = MJ8 House faces. S DEL --AIR Component Constructions Job: Lot233ThornbrookeAna... M Date: 5/16/18 NEAT G • = com n amr. 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 584 Red Rose Lane, Sanford, FL 32771 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 (°F) - 17 ( M) Method Simplified Wet bulb (°F) - 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 U-value Insul R Htg HTM Loss Clg HTM Gain ft2 Bwhm= •F ft= F/etuh Bwh/m Btuh Btuh/m Btoh n 158 0.201 0 5.69 897 4.35 686 e 470 0.201 0 5.69 2671 4.35 2044 s 51 0.201 0 5.69 292 4.35 223 sw 24 0.201 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 218 0.091 13.0 2.58 562 1.44 315 Windows 2A-2omd: 2 glazing, clr low-e outr, air gas, mtl 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 ft head ht 2A-2ov: 2 glazing, clr low-e our, air gas, vnl frm mat, clr innr, 1/4" gap, n 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 it e overhang (6.3 ft window ht, 11.67 it sep.); 6.67 it 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 It overhang (3.17 ft window ht, 11.67 ft sep.); 6.67 it head ht 2A-2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, w 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft overhang (4.2 ft window ht, 11.67 ft sep.), 6.67 ft head hi Doors 11 DO: Door, wd sc type sw n all 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 30.4 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 30.4 393 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 wrightsoft- 2018-May-16 15:44 09 I ,....-., Right-Suile® Universal 2018 18.0 13 RSU24011 Page 3 eAnastasiaGRS\Lot233ThornbrookeAnastasiaGRS rup Calc = MJ8 House laces S Ceilings 16B-38ad:Attic ceiling, asphalt shingles roof mat, r-38 ceiI ins, 1/2" 12 0.026 gypsum board int fnsh Floors 22A-tpl: Bg floor, light dry soil, on grade depth 147 0.989 wrigF>ttsoft" Righl-Suite® Universal 2018 18.0.13 RSU24011 eAnastasiaGRS\Lot233ThornbrookeAnastasiaGRS.rup Calc = MJ8 House laces 38.0 0.74 9 1.41 17 0 28.0 4126 0 0 2018-May-16 15:44:09 Page 4 1 DEL -AIR Component ConstructionsM t11iAi1NC • tun COND IMMO 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: Lot233ThornbrookeAna... Date: 5/16118 By: JA Project• • For: Taylor Morrison 584 Red Rose Lane, Sanford, FL 32771 Design Conditions Location: Indoor: Heating Cooling Orlando Intl AP, FL, US Indoor temperature (OF) 70 75 Elevation: 95 ft Design TD (IF) 28 18 Latitude: 280N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 1.5 46.4 Dry bulb (IF) 42 93 Infiltration: Daily range (OF) 17 ( M) Method Simplified Wet bulb (OF) 76 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain n2 Bn,hnr-•F hl-•FBtuh Bwhml Btu Bwhm2 Btu Walls 12C-Osw: Firm 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 frm, 16" o.c. stud a 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, vni frm mat, clr innr, 1/4" gap, n 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft n overhang (5 It window ht, 1 ft sep.); 6.67 ft head ht e s w all 2A-2ov: 2 glazing, clr low-e ouir, 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 (3 ft window ht, 1 ft sep.); 6.67 ft head ht Doors none) Ceilings 16B-38ad:Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 1/2" gypsum board in[ fnsh Floors 20P-191 Flr floor, frm fir, 12" thkns, r-19 cav ins, gar ovr 30 0.340 0 9.62 289 10.6 317 40 0.340 0 9.62 385 10.6 423 30 0.340 0 9.62 289 30.4 911 30 0.340 0 9.62 289 10.8 323 15 0.340 0 9.62 144 30.4 455 145 0.340 0 9.62 1395 16.8 2430 6 0.340 0 9.62 58 30.4 182 1469 0.026 38.0 0.74 1081 1.41 2072 13 0.050 19.0 1.41 18 0.71 9 wrightsoft- 2018-May-1615:44:09 Right•Suile® Universal 2018 18 0 13 RSU24011 Page 5 14C_C% . eAnaslasiaGRS\Lol233ThornbrookeAnastasiaGRS.rup Calc = MJ8 House faces: S 1 DEL -AIR Project Summary Job: Lot233ThornbrookeAna... 1 Date: 5/16/18 MTMG-=t0N1>11MIMIG Entire House By: JA DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407.333.2665 Fax 407-333-3853 Web: WWW DEL-AIR.COM For: Taylor Morrison 584 Red Rose Lane, Sanford, FL 32771 Notes: RVSD 2/1/16 JA LS 3/22116 JA LS 4/4/16 JA LS 6/10/16 JA Desicin Information LS 6/14/17A LS 9/2y "t Ar: Orlando Intl AP, FL, US Winter Design 6Aaii118;JA 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 25121 Btuh Ducts 6831 Btuh Ducts 9021 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh Humidification Piping Equipment load Infiltration Method Construction quality Fireplaces 0 Btuh 0 Btuh 32799 Btuh Simplified Average 0 Heating Cooling Area (ft2) 2582 2582 Volume (ft3) 26929 26929 Air changes/hour 0.41 0.21 Equiv. AVF (cfm) 184 94 Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 34142 Btuh Latent Cooling Equipment Load Sizing Structure 4164 Btuh Ducts 1386 Btuh Central vent (0 cfm) 0 Btuh Equipment latent load 5550 Btuh Equipment Total Load (Sen+Lat) 39692 Btuh Req. total capacity at 0.70 SHR 4.1 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 AH R I 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. wrightsoft- 2018-May-16 15 44 09 Right-Sude® Universal 2018 18 0.13 RSU24011 Page 1 ACCA eAnastasiaGRS\L01233ThornbrookeAnastasiaGRS rup Calc = MJ8 House faces S 1' DEL -AIR Project Summary Job: Lot233ThornbrookeAna... 1 y Date: 5/16/18 HFATMC-=COHCR1111mIC 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 584 Red Rose Lane, Sanford, FL 32771 Notes: RVSD 2/1/16 JA LS 3/22/16 JA LS 4/4/16 JA LS 6/10/16 JA Desi_qn Information LS 6/14/17 A LS 9/2 "t Ar: Orlando Intl AR FL, US Winter Design gA6iJJ18;JA 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) 10 146g Volume (ft3) 13706 13706 Air changes/hour 0.38 0.20 Equiv. AVF (cfm) 87 45 Heating Equipment Summary Make Lennox Trade LENNOX Model 14H PX- 024-230-21 AHRI 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: 8.5 HSPF 21800 Btuh @ 470F 24 OF 840 cfm 0.043 cfm/Btuh 0.30 in H2O Input = 5 kW, Output = 16909 Btuh, 100 AFUE 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 LENNOX Cond 14HPX-024-230-21 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 0.048 cfm/Btuh Static pressure 0.30 in H2O Load sensible heat ratio 0.87 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. pp- wrigFstsoft- 2018-May-16 15,44 09 Right-Suile® Universal 2018 18 0 13 RSU24011 Page 2 i4CCP. . eAnaslasiaGRS\Lol233ThornbrookeAnaslasiaGRS.rup Calc = MJ8 House laces S DEL --AIR Project Summary Job: Lot233ThornbrookeAna... 1 7 Date: 5/16/18 UATIXG - aut CGNGmOt' MG ah u 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 584 Red Rose Lane, Sanford, FL 32771 Notes: RVSD 2/1/16 JA LS 3/22/16 JA LS 4/4/16 JA LS 6/10/16 JA Resi-gn Information LS 6/14/17 A LS 9/2 "t Ar: Orlando Intl AR FL, US Winter Design &gA6iJJ/8;JA 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 9078 Btuh Structure 10053 Btuh Ducts 4297 Btuh Ducts 6761 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh none) none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 13375 Btuh Use manufacturer's data y Rate/swing multiplier Equipment load 1.00 16814 BtuhInfiltrationsensible Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 1556 Btuh Ducts 1386 Btuh Central vent (0 cfm) 0 Btuh Heating Coolingg none) Area (ft2) 1115 1115 Equipment latent load 2943 Btuh Volume (ft3) 13223 13223 Air changes/hour 0.44 0.22 Equipment Total Load (Sen+Lat) 19757 Btuh Equiv. AVF (cfm) 97 49 Req. total capacity at 0.75 SHR 1.9 ton Heating Equipment Summary Cooling Equipment Summary Make Lennox Make Lennox Trade LENNOX Trade LENNOX Model 14HPX-024-230-21 Cond 14HPX-024-230-21 AHRI ref 10258598 Coil CBA27UHE-024-230'++TDR AHRI ref 10258598 Efficiency 8.5 HSPF Efficiency 13.5 EER, 16 SEER Heating input Sensible cooling 18900 Btuh Heating output 21800 Btuh @ 47°F Latent cooling 6300 Btuh Temperature rise 24 OF Total cooling 25200 Btuh Actual air flow 840 cfm Actual air flow 840 cfm Air flow factor 0.063 cfm/Btuh Air flow factor 0.050 cfm/Btuh Static pressure 0.30 in H2O Static pressure 0.30 in H2O Space thermostat Load sensible heat ratio 0.85 Capacity balance point = 29 OF Backup: Input = 3 kW, Output = 11784 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- 2018-May-16 15:44:09 RightSude® Universal 2018 18 0.13 RSU24011 ACCK Page 3 eAnaslasiaGRS\Lot233ThornbrookeAnastasiaGRS rup Calc = MJ8 House laces S 2DEL-AIR Right-J® Worksheet HaTM- 00 001M OMM 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: Lot233ThornbrookeAnastas... Date: 5/16/18 By: JA 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area Entire House 316. 4 It 9. 2 If 2938 3 flz ahu 1 147. 4 It 9. 3 It 1469. 0 ftz Ty Construction number U- value BIuIVItL" F) Or HTM BIuf1/ ft2) Area ( It) or perimeter (It) Load Bluh) Area ( 119 or perimeter (ft) Load Bluh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 V)/ 12C-0sw 2A- 2ov 2B- 2fv 0. 091 0. 340 0. 340 n n n 2. 58 9. 62 9. 62 2. 34 10. 58 10. 58 270 30 40 200 0 0 515 289 385 469 317 423 0 0 0 0 0 0 0 0 0 0 0 0 11 I--G 13A- 20cs 2A- 2omd 2A- 2ov 0. 201 0. 580 0. 340 n n n 5. 69 16. 41 962 4. 35 16. 65 10. 58 280 64 58 158 0 0 897 1050 561 686 1078 617 280 64 58 158 0 0 897 1050 561 686 1078 617 I-G 12C- Osw 2A- 2ov 0. 091 0. 340 a a 2. 58 9. 62 2. 34 30. 36 491 30 461 0 1186 289 1079 911 0 0 0 0 0 0 0 0 y/ I- G 13A- 2ocs 2A- 2ov 0. 201 0. 340 a e 5. 69 962 4. 35 30. 36 508 39 470 0 2671 374 2044 1180 508 39 470 0 2671 374 2044 1180 V I C 12C- 0sw 2A- 2ov 13A- 2ocs 0. 091 0. 340 0. 201 s s s 2. 58 9 62 5. 69 2. 34 10. 77 4. 35 270 30 51 240 53 618 289 562 323 223 0 0 0 0 0 0 0 0 223 W512925151292y/ Y- D 13A- 2ocs 11DO 0. 201 0. 390 sw sw 5. 69 11. 04 4. 35 11. 99 46 23 24 23 134 250 102 272 46 23 24 23 134 250 102 272 12C- 0sw 2A- 2ov 2A- 2ov 0 091 0. 340 0. 340 w w w 2. 58 9. 62 9. 62 2. 34 30. 36 30. 36 491 6 15 470 0 0 1209 58 144 1100 182 455 0 0 0 0 0 0 0 0 0 0 0 0 13A- 2ocs 2A- 2ov 2A- 2ov 2A- 2ov 0. 201 0. 340 0. 340 0. 340 w w w w 5. 69 9. 62 9. 62 9. 62 4. 35 30. 36 30. 36 3036 490 5 13 39 433 0 0 0 2462 51 125 374 1883 160 393 1180 490 5 13 39 433 0 0 0 2462 51 125 374 1883 160 393 1180 PI _ D 12C- 0sw 11D0 0. 091 0. 390 n 2. 58 11. 04 1. 44 1199 240 22 218 22 562 243 315 264 240 22 218 22 562 243 315 264 C 168-38ad 0.026 0.74 1.41 1482 1482 1090 2090 12 12 9 17 F 20P-19t 0.050 1.41 0.71 13 13 18 9 0 0 0 0 F 22A-tpl 0-909 27.99 0.00 1469 147 4126 0 1469 147 4126 0 6 c) AED excursion 0 0 Envelope loss/gain 20260 18317 114180 10414 12 a) Infiltration b) Room ventilation 5709 0 1808 0 2711 01 859 0 13 Internal gains: Occupants @ 230 Apphances/ other 6 1380 3615 6 1380 2415 Subtotal ( lines 6 to 13) 25969 25121 16991 15067 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 1260% 36% 0 0 0 25969 6831 0 0 0 25121 9021 15% 1 159/ 0 0 0 16891 2534 1 0 0 0 15067 2260 Total room load Air required (cfm) 32799 1680 34142 1680 19425 840 17328 840 Calculations aooroved by ACCA to meet all reouirements of Manual J 8th Ed fw 2018-May-16 15:44 09 Right- SuileO Universal 2018 18.0 13 RSU24011 Page 1 eAnastasiaGRS\ Lot233ThornbrookeAnaslasiaGRS rup Calc = MJ8 House faces: S DEL -AIR Right-JO Worksheet T=-=`MIMM 1 M Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-3333853 Web WWW.DEL-AIR COM Job: Lot 233ThornbrOOkeAnastaS... Date: 5/16/18 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 ftz Ty Construction U-value Or HTM Area (Ilz) Load Area Load number Bluh/fIL'F) Btuh/ftg or perimeter (ft) Btuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 V(! 12C-Osw 0.091 a 2.58 2.34 270 200 515 469 2A-2ov 0.340 n 962 10.58 30 0 289 317 2B-2Iv 0.340 n 9.62 10.58 40 0 385 423 t 13A-2ocs 0.201 a 5.69 4.35 0 0 0 0 11 tea 2A-2omd 0.580 n 16.41 16.85 0 0 0 0 I 2 2A-2ov 0.340 n 962 10.58 0 0 0 0 y/ 12C-Gsw 0.091 a 2.58 2.34 491 461 1186 1079 t-G 2A-2ov a 9.62 30.36 30 0 289 911 Vf/ 0.340 13A-2ocs 0.201 a 5.69 4.35 0 0 0 0 L-G 2A-2ov 0.340 a 9.62 30.36 0 0 0 0 V 12C-Osw 0.091 s 2.58 234 270 240 618 562L2A-2ov 0_340 s 962 10.77 30 53 289 323 13A-2ocs 4.35 0 0W0.201 s 5.69 0 0 y! 13A-2ocs 0.201 sw 5.69 4.35 0 0 0 0 t-D 11D0 0.390 sw 11.04 1199 01 0 0 0 V)/ 12C-Osw 0.091 w 2.58 2.34 491 470 1209 1100 I-fC 2A-2ov 0.340 w 9.62 30.36 6 0 58 182 7A-9nv n q4n w q fig n ni; 1._i n 144 4.1i5 1 W 32356FEi12AII2ovv0.340I w 9.62I 30.36 OI 0 OI 01 i4U_V5w I u.vyil - I G. 301 1.441 u u 61 c) AED excursion 10 Envelope loss/gain 6080 7904 12 a) Infiltration 2998 949 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 0 0 Appliances/other 1200 Subtotal (lines 6 to 13) 9078 10053 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 9078 10053 15 Duct loads 470/6 67% 4297 6761 Total room load 13375 16814 Air required (clm) 840 840 Calculations aDDroved by ACCA to meet all reouirements of Manual J 8th Ed 4&- w2018-May-16 15 44:09 1 Right -Suite® Universal 2018 18.0.13 RSU24011 Page 2 eAnaslasiaGRS\ Lo1233ThornbrookeAnaslasiaGRS.rup Calc = MJ8 House laces S DEL --AIR Right-M Worksheet muff=-ONCONOnOMM 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: Lot233ThornbrookeAnastas... Date: 5/16/18 By: JA 1 Room name ahu 1 mstr rm 2 Exposed wall 147 4 It 42.0 It 3 Room height 9.3 it 93 it heat/cool 4 Room dimensions 170 x 15.5 it 5 Room area 14690 ft2 263.5 W Ty Construction U-value Or HTM Area (It2) Load Area (It2) Load number Btuh/fl2-•F) Btuh/112) or perimeter (It) Btuh) or perimeter (it) Bluh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heal Cool 6 V)/ 12C-0sw 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 0 I GC 2B-2fv 0.340 n 0.00 0.00 0 0 0 0 D 0 0 0 V J 13A-20cs 0.201 n 5.69 4.35 280 158 897 686 145 86 491 376 11 I--( A-2omd 0.580 n 16.41 16.85 64 0 1050 1078 0 0 0 0 I 2A-2ov 0.340 n 9.62 10.58 58 0 561 617 58 0 561 617 W 12C-Osw 0.091 a 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov 0.340 a 0.00 0.00 0 0 0 0 0 0 0 0 y/ 13A-2ocs 0.201 a 5.69 4.35 508 470 2671 2044 89 89 504 386 C 2A-2ov 0.340 a 9.62 30.36 39 0 374 1180 0 0 0 0 V+/ 12C•Osw 2A-2ov 2A-2ov PI _ 1 DO sw C 16B-38a( F 20P-19i 0.091 w 0.00 0.00 0 0 340 w 0.00 0.00 0 0.340 w 0.00 0.00 0 0 0 0 0 13A-2ocs 0.201 w 5.69 4.35 490 433 2462 1883 159 159 902 690 G 2A-2ov 0 340 w 9.62 30.36 5 0 51 160 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 0 374 1180 0 0 0 0 0 091 - 2.58 1.44 240 218 562 31 0 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 600 Subtotal (lines 6 to 13) 16891 15067 4406 2862 Less external load 0 0 0 0 Less transfer 0 0 0 0 Red slribution 0 0 0 0 14 Subtotal 16891 15067 4406 2862 15 Duct loads 15% 15% 2534 2260 15% 15% 661 429 Total room load 19425 17328 5067 3291 Art required (cim) 840 840 219 160 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft" 2018-May-16 15:44 09 Right-Suile® Universal 2018 16.0 13 RSU24011 Page 3 eAnastasiaGRS\Lot233ThornbrookeAnastasiaGRS rup Calc = MJ8 House laces S m DEL -AIR Right-JO Worksheet HUT=-nasmmnmmra 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: Lot233ThornbrookeAnastas... Date: 5/16/18 By: JA 1 Room name mstr bth mslr wic 2 Exposed wall 12.0 If 0 It 3 Room height 9.3 It heat/cool 9.3 It heat/cool 4 Room dimensions 120 x 80 It 6.5 x 7.5 It 5 Room area 96.0 I12 48.8 112 Ty Construction U-value Or HTM Area (112) Load Area (Ili Load number BtutVItLIF) Btuh/fl or penmeter (II) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 V+l 12C-0sw 0.091 n 0.0 0.0 0 0 0 0 0 0 0 0 2A-2ov 0.340 in 0.0 0.0 0 0 0 0 0 0 0 0 L-GG 2B-21v 0.340 n 0.0 00 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 11 I--G 2A-2omd 0.580 n 16.41 16.1i.5 0 0 0 0 0 0 0 0 I-G 2A-2ov 0.340 n 9.62 10.58 0 0 0 0 0 0 0 0 t-( 12C-0sw 0.091 a 0.000.00 0 0 0 0 0 0 0 0 2A-2ov 0.340 a 0.00 0.00--- 0 0 0 0 0 0 0 0 Vj/ 13A-20cs 0.201 a 5.69 4.35 0 0 0 0 0 0 0 0 Y_G 2A-2ov 0.340 a 9.62 30.36 0 0 0 0 0 0 0 0 y/ 12C-0sw 0 091 n 0.000.000 0 0 0 0 0 0 0 2A-2ov 0 340 s 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 yl 13A-2ocs 0.201 sw 5.69 4.35 0 0 0 0 0 0 0 0 t-D 11 DO 0.390 sw 11 04 11.99 0 0 0 0 0 0 0 0 VjJ 12C-0sw 0.091 w 0 0 000 0 0 0 0 0 0 0 0 IL-rC` 2A-2ov 0.340 w 0.000.00 0 0 0 0 0 0 0 0 9A-'>nv n 14n w n nn n nn n n n n n n n n s 1 11I OI 0 00IIII_ 4: 6 I F- 0 I IO. W. 9 0 O O O FCkf__0 20Po19W I O.OSOI n I ul0. OI 10.00I OI OI OI O1. 99 1?I 01 OI OI O 16B-38ad 0.026 _ 0.74 1.41 0 0 0 1 0 0 0 0 61 c) AED excursion 1-50 1 1 0 Envelope loss/gain 973 437 0 0 12 a) Infiltration 221 70 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 5 Subtotal (lines 6 to 13) 1193 507 0 5 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1193 507 0 5 15 Duct loads 15% 15% 179 76 15% 15% 1 0 1 Tolal room load 1372 583 0 5 Air required (cfm) 59 28 0 0 Calculations aooroved by ACCA to meet all reouirements of Manual J 8th Ed wrgF+rsoPt- 2018-May-1615 44 09 Right -Suite® Universal 2018 18.0.13 RSU24011 Page 4 eAnaslasiaGRS\Lo1233ThornbrookeAnastasiaGRS.rup Calc = MJ8 House laces: S DEL --AIR Right-J® Worksheet HUTIMI•= 0100TICKM 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: Lot233ThornbrookeAnastas... Date: 5/16/18 By: JA 1 Room name mstr we study 2 Exposed wall 0 it 10.5 It 3 Room height 9 3 it heat/cool 9.3 it heat/cool 4 Room dimensions 5.5 x 3.5 It 10.5 x 11.5 It 5 Room area 19.3 f12 120.8 ft2 Ty Construction U-value Or HTM Area (119 Load Area (119 Load number BIut1/fl2-°F) Btuh/ftz) or perimeter (It) Btuh) or perimeter (it) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 V)/ 12C-Osw 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 0IE---GG 2B-21v 0340 n_ 0.00 0.00 0 0 0 0 0 0 0 0 Vf 13A-2ocs 0.201 n 5.69 4.35 0 0 0 0 0 0 0 0 11 2A-2omd 0.580 n 16.41 16.85 0 0 0 0 0 0 0 0 1 2A-2ov 0 340 n 9.62 10.58 0 0 0 0 0 0 0 0 yl 12C-0sw 0.091 a 0.00 0.00 0 0 0 0 0 0 0 0 G 2A-2ov ___ 0.340 a 0.00 0.00 0 0 0 0 0 0 0 0 y/ a 5.69 4.35 0 0 0 0 0 0 0 013A-2ocs 0.201 L-G 2A-2ov 0 340 a 9.62 30.36 0 0 0 0 0 0 0 0 yl 12C-0sw 0.091 s 0.00 0.00 0 0 0 0 0 0 0 0 U 2-A-2ov___ _ 0.340 5 0_00 0_00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0W3Ai-2oc_s 0.201 s 5.69 4.35 0 yJ 13A-2ocs 0.201 sw 5.69 4.35 0 0 0 0 0 0 0 0 L-D 11 DO 0 390 sw 11.04 11.99 0 0 0 0 0 0 0 0 12C-0sw 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 9n-9- n lAn n nn n nn n n n n n n n n 5 El I I I I 37002A2ovcs0.340I w 9.62 0 . 6 0 OI 0 30 00 1y50780101 20Po139td I O.OSOI0390 n I 10. OZ. tbll I 11.4i 1. 44 O I OI OI OI OI O I O F 0.00 0 0 0 0 0 0 0 0 61 c) AED excursion 10 1 1 499 Envelope loss/gain 0 0 1004 1936 12 a) Infiltration 0 0 193 61 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/ other 5 0 Subtotal ( lines 6 to 13) 0 5 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 15 Duct loads 1 151/6 151/6 0 1 15% IS% 180 300 Total room load 0 5 1377 2296 Air required (cfm) 0 0 60 fit Calculations aooroved by ACCA to meet all requirements of Manual J 8th Ed fk- 2018-May-16 15 44 09 Right- SuileO Universal 2018 18.0.13 SSU24011 Page 5 eAnastasiaGRS\ Lo1233ThornbrookeAnastasiaGRS rup Calc = MJ8 House faces: S b DEL -AIR Right-J® Worksheet HUTWO-Gar C=ffn=M ahu 1 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR COM Job: Lot233ThornbrookeAnastas... Date: 5/16118 By: JA 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area util 6.5 1t 9.3 It heat/cool 6.5 x 6.5 it 42.3 112 pwdr 12.0 It 9.3 11 heat/cool 6.5 x 6.5 1t 42.3 112 Ty Construction number U-value Btutllftz-'F) Or HTM Btuh/Itg Area (fig or perimeter (It) Load Btit uh) Area ( fig or perimeter (it) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 VjJ IF -- GC 12C- Osw 2A- 2ov 2B- 21v 0. 091 0. 340 0. 340 n n n 0. 00 0. 00 0. 00 0. 00 000 000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 it V/ I--( I 13A- 2ocs 2A- 2omd 2A- 2ov 0. 201 0. 580 0. 340 n n n 5. 69 16. 41 9. 62 4. 35 16. 85 10. 58 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 t- G 12C- 0sw 2A- 2ov 0. 091 0. 340 a a 0. 00 0. 00 000 0. 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 t G 13A- 2ocs 2A- 2ov 0. 201 0. 340 a a 5. 69 9. 62 4. 35 30. 36 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 t-_ _ G 12C- 0sw 2A- 2ov 1 3A -2ocs 0. 091 0. 340 0201 s 5 s 000 0. 00 5. 69 0. 00 0. 00 4. 35 0 0 0 0 0 0 0 0 0 0_ 0 0 0 0 0 0- 223 00005151292t- D 13A- 2ocs 11 DO 0. 201 0. 390 sw sw 5. 69 11. 04 4. 35 11. 99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12C- 0sw 2A- 2ov 2A- 2ov 0 091 0. 340 0. 340 w w w 0. 00 0. 00 0. 00 0. 00 0. 00 0. 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 G 13A- 2ocs 2A- 2ov 2A- 2ov 2A- 2ov 0. 201 0. 340 0. 340 0. 340 w w w w 5. 69 9. 62 9. 62 9. 62 435 3036 30. 36 30. 36 61 0 13 0 48 0 0 0 271 0 125 0 208 0 393 0 61 5 0 0 55 0 0 0 315 51 0 0 241 160 0 0 PI - L 12C- 0sw 11 DO 0. 091 0. 390 n 2. 58 11. 04 1. 44 11 99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 168-38ad 0.026 0.74 1.41 0 0 0 0 0 0 0 0 F 2OP-191 0.050 0.00 0.00 0 0 0 0 0 0 0 0 F 22A-Ipl 0.989 27.99, 0.00 42 7 182 0 42 12 336 6 c) AED excursion 100 24 Envelope loss/gain 578 701 993 648 12 a) Infiltration b) Room ventilation 120 0 38 01 221 0 70 0 13 Internal gains: Occupants @ 230 Appliances/ other 0 0 600 0 0 0 Subtotal ( lines 6 to 13) 697 1339 1214 718 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 15% 159% 0 0 0 697 105 0 0 0 1339 201 159% 1 150/6 0 0 0 1214 182 0 0 0 718 108 Total room load Air required (cfm) 802 35 1540 75 1396 601 826 40 Calculations aDDroved by ACCA to meet all requirements of Manual J 8th Ed w Vio1,1 sort^ 2018-May-16 15 44 09 Right - Style® Universal 2018 18.0.13 RSU24011 Page 6 eAnastasiaGRS\ Lo1233ThornbrookeAnastasiaGRS rup Calc = MJ8 House laces S PDEL--AIR Right-M Worksheet HUTIMI - mI 0011110r101U IG ah u 1 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407-333-2665 Fax: 407.333-3853 Web: WWW DEL -AIR COM Job: Lot233ThornbrookeAnastas... Date: 5/16/18 By: JA 1 Room name family rm dining rm 2 Exposed wall 35.0 it 10.0 it 3 Room height 9.3 it heat/cool 9.3 It heat/cool 4 Room dimensions 20.5 x 14.5 it 1.0 x 210.0 it 5 Room area 297.3 f12 210.0 ft2 Ty Construction U-value Or HTM Area (f12) Load Area (f12) Load number B1u11/fl2-•F) Btuh/It2) or perimeter (it) Bluh) or perimeter (it) Bluh) Heat Cool Gross N/P/S Heat Cool Gross N/P/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 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 V/ 13A-20cs 0.201 n 5.69 4.35 135 71 405 310 0 0 0 0 11 t _G 2A-2omd 0.580 n 16.41 16.85 64 0 1050 1078 0 0 0 0 Ili 2A-2ov 0 340 n 9.62 10.58 0 0 0 0 0 0 0 0 W 12C-0sw 0.091 a 0.00 0.00 0 0 0 0 0 0 0 0 Y-G 2A-2ov 0.340 a 0.00 0.00 0 0 0 0 0 0 0 0 V)/ 13A-2ocs 0201 a 5.69 4.35 191 191 1088 832 93 54 310 237 G 2A-2ov 0.340 e 962 30.36 0 0 0 0 39 0 374 1180 yJ 12C-0sw 0.091 s 0.00 0.00 0 0 0 0 0 0 0 0 G 2A.20v 0 340 s 0_00 Q00 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 y! 13A-2ocs 0.201 sw 5.69 4.35 0 0 0 0 0 0 0 0 D 11 DO 0.390 sw 11.04 11.99 0 0 0 0 0 0 0 0 12C-0sw 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 u n nn n nn n n n n n n n n 569 HI I2A-220y 0.340I W 99.62 .62I 30 36I OI 0 OI U 0 61 c) AED excursion 1-299 1 1 264 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 Duct loads 1159% 159% 625 457 15% 1 15% 172 295 r Total room load 4792 3503 1319 2264 Air required (clm) 207 170 57 110 Calculations aDDroved by ACCA to meet all reauirements of Manual J 8th Ed Fk- 2018-May-1615:44,09 Right -Suite® Universal 2018 18 0.13 RSU24011 Page 7 eAnastasiaGRS\Lo1233ThornbrookeAnastasiaGRS rup Calc = MJ8 House faces S a DEL -AIR Right-J® Worksheet mAT-=orrmn01mW 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: Lot233ThornbrookeAnastas... Date: 5/16/18 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 flz 308.0 ftz Ty Construction U-value Or HTM Area (ftq Load Area (fig Load number Blutdllz-°F) Eit Itg or perimeter (ft) Btuh) or perimeter (it) Bluh) Heal Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 VI/ 12C-Osw 0.091 n 0.00 0.00 0 0 0 0 0 0 0 0 A-2ov 0.340 n 000 0.00 0 0 0 0 0 0 0 0 2B-2Iv 0.340 n 0.00 0.00 0 0 0 0 0 0_ 0 0 13A-20cs 0.201 n 5.69 4.35 0 0 0 0 0 0 0 0 11 2A-2omd 0 580 n 16.41 1685 0 0 0 0 0 0 0 0 2A-2ov 0.340 n 962 1058 0 0 0 0 0 0 0 0 V t 12C-0sw 0.091 a 0.00 0.00 0 0 0 0 0 0 0 0 G 2A-2ov 0.340 a 0.00 0.00 0 0 0 0 0_ 0 0 0 Vf/ 13A-2ocs 0.201 a 5.69 4.35 0 0 0 0 135 135 770 589 G 2A-2ov 0 340 a 9.62 3036 0 0 0 0 0 0 0 0 W 12C-0sw 0.091 s 0 00 0.00 0 0 0 0 0 0 0 0 12C-0sw 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 oa-9-1 n vent n nn n nn n n n n n n n n 13A-2 001I I I I 1- 0 I6I002ov0.340 wI 962 0 O O 0 O O OI s 1zu-0sw I U.U911 - I 2.b81 1.441 UI UI UI UI 2401 2181 5621 37b1 6 c) AED excursion 10 257 Envelope loss/gain 0 0 2511 1303 12 a) Infiltration 0 0 358 113 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 Redisinbuhon 0 0 0 0 14 Subtotal 0 5 2869 2616 15 Duct loads 15 % 15 % 0 1 15 % 15 % 430 392 Total room load 0 5 3299 3008 Au required (clm) 0 0 143 146 Calculations approved by ACCA to meet all reauirements of Manual J 8th Ed wrigl tsoft^ 2018-May-1615:44.09 Right -Suite® Universal 2018 18.0.13 RSU24011 Page 8 eAnaslasiaGRS\Lo1233ThornbrookeAnastasiaGRS rup Calc = 10J8 House laces: S DEL --AIR Right-M Worksheet IQ T=-=COID1n=M 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 233ThornbrookeAnastaS... Date: 5116/18 By: JA 1 Room name ahu 2 rm 2 2 Exposed wall 169.0 It 39.5 It 3 Room height 9.0 It 9.0 If heat/cool 4 Room dimensions 14.5 x 15.5 It 5 Room area 1469.3 ft2 224.8 112 Ty Construction U-value Or HTM Area (119 Load Area (It2) Load number Btuh/ftz'F) 81uh/fig or perimeter it) Bluh) or perimeter (it) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 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 0 289 317 2B-21v 0.340 n 9.62 10.58. 40 423 0 0 0 yJ 13A-2ocs 0.201 n 0.00 0.00 0 0 0 3.8.5 0 0 0 O 0 0 0 11 L 2A-2omd 0.580 n 0.00 0.00 0 0 0 0 0 0 0 0 I-(' 2A-2ov 0.340 n 0.00 0.00 0 0 0 0 0 0 0 0 Vy 12C-Osw 0.091 a 2.58 2.34 491 461 1186 1079 86 86 220 200 2A-2ov 0.340 a 9.62 30.36 30 0 289 911 0 0 0 0 V)/ 13A•2ocs 0.201 a 0.00 0.00 0 0 0 0 0 0 0 0 G 2A•2ov 0.340 a 0.00 0.00 0 0 0 0 0 0 0 0 y! 12C•Osw 0.091 s 2.58 2.34 270 240 618 562 0 0 0 0 C 2A•20v 0_340 s 962 10.77 30 53 289 323 0 0 0 0 W 13A-2ocs 0.201 s 0.00 0.00 0 0 0 0 0 0 0 0 y! 13A-2ocs 0.201 sw 0.00 0.00 0 0 0 0 0 0 0 0 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 2.34 491 470 1209 1100 131 131 336 306 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 13A-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 02A2ovh0340w0.00 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 1 n -v5w uuaII - I u.uv1 u v 61 c) AED excursion 0 120 Envelope loss/gain 6080 7904 1292 1277 12 a) Infiltration 2998 949 701 222 b) Room ventilation 0 0 0 0 13 Internal gams: Occupants @ 230 0 0 0 0 Appliances/other 1200 300 Subtotal (lines 6 to 13) 9078 10053 1993 1799 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 9078 10053 1993 1799 15 Duct loads 47% 67% 4297 6761 47% 67 94943 1210 Total room load 13375 16814 2936 3008 Air required (clm) 840 840 184 150 Calculations aooroved by ACCA to meet all requirements of Manual J 8th Ed rw 2018-May-1615:44:09 Right -Suite® Universal 2018 18 0 13 RSU24011 Page 9 eAnaslasiaGRS%Lol233ThornbrookeAnastasiaGRS rup Calc = MJ8 House laces S 1 DEL -AIR Right-J® Worksheet MA""° OOH1M1U1 M 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: Lot233ThornbrookeAnastas... Date: 5/16/18 By: JA 1 Room name bth 2 bth 3 2 Exposed wall 9.0 II 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 1t 5 Room area 54.0 f12 69.0 f12 Ty Construction U-value Or HTM Area (112) Load Area (fig Load number Bluh/Ilz °F) Btuhlll9 or perimeter (it) Btuh) or perimeter (It) Btuh) Heal Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cod 6 V+/ 12C-Osw 0.091 n 2.58 2.34 0 0 0 0 0 0 0 0 2A-2ov 2B-2fv 0.340 0.340 n n 9.62 9.62 10.58 10.58 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V 13A-20cs 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 2A-2ov 0.340 n 0.00 0.00 0 0 0 0 0 0 0 0 Vj! 12C 0sw 0.091 a 2.58 2.34 0 0 0 0 0 0 0 0 l-G 2A-2ov 0.340 a 9.62 30.36 0 0 0 0 0 0 0 0 Vi/ 13A-20cs 0.201 a 0.00 0.00 0 0 0 0 0 0 0 0 G 2A-2ov 0.340 a 0.00 0.00 0 0 0 0 0 0 0 0 LG 122AvA 2ovw I 00.340 w . 340 w I 9.62I 30361 80 70I 1 OI 1 OI 1 OI 1 OI 260I 2 OI 000hi2AZo 0.340I w I O OOI O 00 O0. 00 I OI OI 00 OI 0 0 O 1I I I00 I 59I 7I 64IF-0 n0P 071-71- 111721.0.71OOI O00 0 6 c) AED excursion 170 1 1 - 25 Envelope loss/gain 291 504 317 314 12 a) Infiltration 160 51 204 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) 450 555 521 379 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 450 555 521 379 15 Duct loads 471/6 671% 213 373 479/6 679/ 247 255 Total room load 663 928 768 634 Air required (clm) 42 46 48 32 Calculations aooroved by ACCA to meet all reouirements of Manual J 8th Ed I-_wrigF tsoft- 2018-May-1615.44. 09 4C '-" Right -Suite® Universal 2018 18 0. 13 RSU24011 Page 10 eAnaslasiaGRS\Lot233ThornbrookeAnastasiaGRS rup Calc = MJ8 House laces S QDEL--AIR Right-M Worksheet HU,>rM-=CGIM UMM ahu 2 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD. FL 32771 Phone, 407-333-2665 Fax: 407-333-3653 Web: WWW.DEL-AIR.COM Job: Lot233ThornbrookeAnastas... Date: 5/16/18 By: JA 1 Room name rm 4 rm 3 wic 2 Exposed wall 28.0 1t 7.0 It 3 Room height 9.0 If heal/cool 9.0 II heat/cool 4 Room dimensions 14.0 x 14.0 It 9.5 x 50 If 5 Room area 196.0 Ilz 47.5 fl2 Ty Construction U-value Or HTM Area (112) toad Area (ftq Load number Bluh/flz •F) Btuh/flq or perimeter (It) Btuh) or penmeter (fl) Bluh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 V(/ 12C•Osw 0.091 n 2.58 2.34 0 0 0 0 0 0 0 0 t-lG 2A•2ov 0.340 n 9.62 1058 0 0 0 0 0 0 0 0 2B-21v 0.340 n 9.62 10.58 0 0 0 0 0 0 0 0 13A-2ocs 0.201 n 0.00 000 0 0 0 0 0 0 0 0 11 T::2 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 yl 12C-0sw 0.091 a 2.58 234 0 0 0 0 0 0 0 0 2A-2ov _ 0.340 a 9.62 30.36 0 0 0 0 0 0 0 0 Vj! 13A-2ocs 0.201 a 0.00 000 0 0 0 0 0 0 0 0 Y--6 2A•2ov 0.340 a 0.00 000 0 0 0 0 0 0 0 0 t-__G 12C-0sw 0.091 s 2.58 234 126 111 286 260 45 45 116 105 2A-2ov 0.340 s_ 9.62 10.77 15 13 144 162 0 0 0 0 W 13A-2ocs 0201 s 0.00 600 0 0 0 0 0 0 0 0 yl 13A•2ocs 0.201 sw 0.00 000 0 0 0 0 0 0 0 0 D 11 DO 0.390 sw 0.00 0.00 0 0 0 0 0 0 0 0 Vj/ 12C•Osw 0.091 w 2.58 2.34 126 111 286 260 18 18 46 42 2A-2ov 0.340 w 9.62 30.36 0 0 0 0 0 0 0 0 n zAn o A9 an as 1ri n 1AA Arl n n In n Fil2A 20 0 0.340I w]_ 0 0.00 0.001_ 0*00 OI 0 OI OI OI OI OI OI Fsw1DO 0390 n 0.00 0.00 0 0 0 0 0 0 0 0 16B-38ad 0026 _ 0.74 1.41 196 196 144 276 48 48 35 67 20P-19t 0.050 1.41 0.71 0 0 0 0 11 11 16 8 61 c) AED excursion 165 16 Envelope loss/gain 1005 1479 213 206 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 300 0 Subtotal (lines 6 to 13) 1502 1936 337 1 246 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1502 1936 337 246 5 1rTotal Duct loads 47% 67'/ 711 1302 47% 679/6 160 165 room load 2212 3238 497 411 Au required (cim) 139 162 31 21 Calculations aooroved by ACCA to meet all reauirements of Manual J 8th Ed 2018-May-1615:44:09 Right -Suite® Universal 2018 18.0.13 RSU24011 Page 11 eAnastasiaGRS\Lo1233ThornbrookeAnastasiaGRS rup Calc = MJ8 House faces: S DEL --AIR Right-J® Worksheet T=-=WITI"UMN 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: Lot233ThornbrookeAnastas... Date: 5/16/18 By: JA 1 Room name rm 3 loft 2 Exposed wall 24.0 It 11.5 1t 3 Room height 90 It heat/cool 90 1t heat/cool 4 Room dimensions 13.0 x 11.0 it 11.5 x 11.0 it 5 Room area 143.0 ft2 126.5 It2 Ty Construction U-value Or HTM Area (fig Load Area (Itg Load number Btuh/IIL*F) Btuhlltq or perimeter (it) Btuh) or perimeter (It) Bluh) Heal Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 V+/ 12C-Osw 0.091 a 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 1-(G 213•21v 0.340 n 9.62 10.58 0 0 0 0 0 0 0 0 13A-2ocs 0.201 a 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 L:2 2A-2ov 0.340 n 0.00 0.00 0 0 0 0 0 0 0 0 0.091 a 2.58 2.34 117 117 301 274 104 74 189 172L12C-Osw G 2A-2ov 0 340 a 9.62 30.36 0 0 0 0 30 0 289 911 V 13A-2ocs 0201 a 0.00 000 0 0 0 0 0 0 0 0 G 2A-2ov 0.340 a 0.00 0.00 0 0 0 0 0 0 0 0 Vjl 12C-Osw 0.091 s 2.58 2.34 99 84 216 197 0 0 0 0 C_ 2A-2ov 0.340 s 9.62 10.77 15 13 144 162 0 0 0 0 0.00 0 0 0 0 0 0W13A•2ocs 0.201 s 0.00 0 0 y! 13A•2ocs 0.201 sw 0.00 0 00 0 0 0 0 0 0 0 0 t-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 0 0 0 0 0 0 0 0 2A-2ov 0.340n 'len w 962 091 30.36 zn za 0 n 0 n 0 n 0 n 0 n 0 n 0 n 0 n 1 VV 11 _ 13A•2ocs 0.201 w I 0 00 v0.00 0 0 0 0 0 0 0 G 2A-2ov 0.340 w 0.00 0.00 0 0 0 0 F 0 0 0 1_0 0 2A-2ov 0.340 w 0.00 0.00 0 0 0 0 0 0 0 0 L G 2A-2ov 0.340 w 0.00 0.00 0 0 0 0 0 0 0 0 in,-usw I u.uaII - I u.uuI u.uu1 u u UP uI 61 c) AED excursion 1•63 1 1 248 Envelope loss/gain 769 772 571 1509 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 3001 0 Subtotal (lines 6 to 13) 1194 1207 775 1574 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1194 1207 775 1574 15 Duct loads 479% 67"/, 565 812 47% 67% 367 1058 Total room load 1760 2019 1142 2632 Air required (clm) Ill 101 72 132 Calculations aDDroved by ACCA to meet all reauirements of Manual J 8th Ed rk- 2018-May-16 15 44.09 Right -Suite® Universal 2018 18.0.13 RSU24011 Page 12 eAnastasiaGRS\Lot233ThornbrookeAnastasiaGRS.rup Calc = MJ8 House laces S DEL -AIR MT= • = cormnaM Right-J® Worksheet ahu 2 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot233ThornbrookeAnastas... Date: 5/16/18 By: JA 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area open to below 35.0 It 90 it heat/cool 20.5 x 14.5 It 297.3 ft2 stairs 3.5 1t 9.0 1t heat/cool 1 0 x 311.3 it 311.3 fl2 Ty Construction number U•value Btuh/flZ°F) Or HTM Btuh/fig Area (fig or perimeter (it) Load Bluh) Area (fig or perimeter (it) Load Bluh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Vjl I-GG 12C-Osw 2A•2ov 2B-2fv 0.091 0.340 0.340 n n n 2.58 9.62 9.62 2.34 10.58 10.58 131 0 40 91 0 0 233 0 385 212 0 423 0 0 0 0 0 0 0 0 0 0 0 0 11 VjJ E--G 13A-20cs 2A-2omd 2A-2ov 0.201 0.580 0.340 n n n 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0I yI I-G 12C-Osw 2A-2ov 0.091 0.340 a e 2.58 9.62 2.34 30.36 185 0 185 0 475 0 432 0 0 0 0 0 0 0 0 0 1/ Y-f 13A-2ocs 2A-2ov 0.201 0.340 a e 0.00 000 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 y/ G 12C-Osw 2A-2ov 0.091 0.340 0.201 s s s 2 58 9.62 2.34 10.77 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W - 13A-2ocs 0-00 0.00 0 0 0 0 0 0 0 0 Vy Y-D 13A-2ocs 11 DO 0.201 0.390 sw sw 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 f-( G 12C-Osw 2A-2ov 2A-2ov 0.091 0 340 0.340 w w w 2.58 9.62 9.62 2.34 30.36 3036 0 0 0 0 0 0 0 0 0 0 0 0 32 0 0 32 0 0 81 0 0 74 0 0 13A-2ocs 2A•2av 2A-2ov 2A-2ov 0.201 0 340 0 340 0.340 w w w w 0.00 0.00 0.00 0.00 0.00 0.00 0 00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 P L D 12C-Osw 11 DO 0.091 0.390 n 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 16B•38ad 0.026 0.74 1 41 297 297 219 419 311 311 229 439 F 2OP-19t 0.050 1 41 0.71 0 0 0 0 0 0 0 0 F 22A•tpl 0.989 0.00 0.00 0 0 0 0 0 0 0 Q 6 c) AED excursion 124 33 Envelope loss/gain 1312 1362 310 479 12 a) Infiltration b) Room ventilation 621 0 197 0 62 0 20 0 13 Internal gains. Occupants @ 230 Appliances/other 0 0 300 0 0 0 Subtotal (lines 6 to 13) 1933 1B59 372 499 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 47/6 67% 0 0 0 1933 915 0 0 0 1859 1250 47% 67% 0 0 0 372 176 0 0 0 499 336 Total room load Air required (clm) 2847 179 3109 15% 548 34 835 42 Calculations aDDroved by ACCA to meet all reauirements of Manual J 8th Ed fI.F wr7g F tsoft^ Right-Suite(S) 2018-May-1615:44:09 Universal 2018 18 0 13 RSU24011 Page 13 eAnaslasiaGRS\Lol233ThornbrookeAnastasiaGRS rup Calc = MJ8 House laces S DEL --AIR Duct System Summary Job: Lot233ThornbrookeAna... Date: 5/16/18 xcanNo • atA coNlunoNma 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 584 Red Rose Lane, Sanford, FL 32771 External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.148 in/100ft 840 cfm Cooling 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.148 in/100ft 840 cfm 162 ft Name Design Btuh) Htg cfm) Clg cfm) Design FIR Diam in) H x W in) Duct Mail Actual Ln (ft) Fig.Egv Ln (ft) Trunk dining rm c 2264 57 110 0.196 6.0 Ox 0 VIFx 27.1 95.0 SO family rm h 4792 207 170 0.183 8.0 Ox 0 VIFx 36.2 95.0 SO kitchen C 3008 143 146 0.212 8.0 Ox 0 VIFx 18.0 95.0 SO mslr bIh h 1372 59 28 0.160 5.0 Ox 0 VIFx 40.3 110.0 st3 mslr rm h 5067 219 160 0.148 9.0 Ox 0 VIFx 52.0 110.0 st3 mstr 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 Ox 0 VIFx 19.6 95.0 SO pwdr h 1396 60 40 0.199 5.0 Ox 0 VIFx 25.5 95.0 SO study c 2296 60 111 0.164 6.0 Ox 0 VIFx 36.2 110.0 st3 ulil c 1540 35 75 0.199 5.0 Ox 0 VIFx 25.5 95.0 SO Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk st3 Peak AVF 338 300 0.148 430 12.0 0 x 0 VinlFlx St1 St1 Peak AV 840 840 0.148 602 16.0 0 x 0 VinlFlx W rightsoft- 2018-May-16 15:44.11 Righl-Suite® Universal 2018 18 0 13 RSU24011 Page 1 ACCA..eAnastasiaGRS\Lot233ThornbrookeAnaslasiaGRS.rup Calc = MJB House laces. S Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design IF Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rb3 Ox 0 840 840 0 0 0 0 Ox 0 VIFx wrightsoft- 2018-May-16 15:44.11 Right -Suite® Universal 2018 18.0.13 RSU24011 ACICA Page 2 eAnaslasiaGRS\Lo1233ThornbrookeAnaslasiaGRS rup Calc = MJ8 House laces S Duct System Summary Job: Lot233ThornbrookeAna... 4QDE L-AIR Date: 5/16/18 ahu 2 By: JA DEL - AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407.333-2665 Fax 407-333-3853 Web WWW.DEL-AIR.COM For: Taylor Morrison 584 Red Rose Lane, Sanford, FL 32771 External static pressure Pressurelosses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0. 30 in H2O 0. 06 in H2O 0. 24 in H2O 0. 120 / 0.120 in H2O 0. 202 in/100ft 840 cfm Cooling 0. 30 in H2O 0. 06 in H2O 0. 24 in H2O 0. 120 / 0.120 in H2O 0. 202 in/100ft 840 cfm 119 ft Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Mall Actual Ln ( ft) Fig. Egv Ln ( ft) Trunk blh 2 c 928 42 46 0.318 4.0 Ox 0 VIFx 5.5 70.0 bth 3 h 768 48 32 0.311 4.0 Ox 0 VIFx 7.1 70.0 lolt c 2632 72 132 0.203 6.0 Ox 0 VIFx 33.0 85.0 st2 open to below h 1424 89 78 0.274 6.0 Ox 0 VIFx 17.5 70.0 open to below -A h 1424 89 78 0.286 6.0 Ox 0 VIFx 14.0 70.0 rm 2 h 2936 184 150 0.270 8.0 Ox 0 VIFx 18.8 70.0 rm 3 h 1760 ill 101 0.206 6.0 Ox 0 VIFx 31.5 85.0 st2 rm 3 wic h 497 31 21 0.202 4.0 Ox 0 VIFx 33.7 85.0 st2 rm 4 c 3238 139 162 0.281 7.0 Ox 0 VIFx 15.5 70.0 stairs c 835 34 42 0.306 6.0 Ox 0 VIFx 8.6 70.0 Name Trunk Type Htg cfm) Clg cfm) Design FR 1 Veloc fpm) Diam in) H x W in) Duct Material Trunk st2 Peak AV 213 253 0.202 572 9.0 0 x 0 VinlFlx Name Grille Size ( in) Htg cfm) Clg cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/ Joist Opening ( in) Duct Matl Trunk rb2 Ox 0 840 840 0 0 0 0 Ox 0 VIFx wrightsoft- 2018-May-16 15 44 11 MCA•..,,.- 1_..._.__.'.- T Right -Suite® Universal 2018 18.0 13 RSU24011 Page 3 eAnastasiaGRS\ Lol233ThornbrookeAnaslasiaGRS 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. Lot233ThornbrookeAnastasiaGRS Builder Name- Taylor Morrison Street: 584 Red Rose Lane Permit Office: City, State, Zip Sanford , FL , 32771 Permit Number: Owner: Jurisdiction: 691500 Design Location: FL, Orlando COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit the insulation and an gaps in the air barrier shall be sealed. Y 9 P shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/door jambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces Garage separation Air sealing shall be provided between the garage and conditioned spac as. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fire sr)rmnkler cover olates and walls or ceilmnas, a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 5/16/2018 3 37 PM EnergyGauge® USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 FORM R405-2017 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2017 Florida Building Code, Energy Conservation via the residential Simulated Performance Method shall include: This checklist A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, a -ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst -case orientation, name and version of the compliance software tool, name of individual completing the compliance report (one page) and an input summary checklist that can be used for field verification (usually four pages/may be greater). Energy Performance Level (EPL) Display Card (one page) HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7 Mandatory Requirements (five pages) Required prior to CO for the Performance Method: Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) A completed Envelope Leakage Test Report (usually one page) If Form R405 duct leakage type indicates anything other than "default leakage", then a completed Form R405 Duct Leakage Test Report (usually one page) EnergyGauge® - USRCSB v6.0 5/16/2018 3:35:39 PM Page 1 of 1 FORM R405-2017 Envelope Leakage Test Report Performance FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Performance Method Project Name: Lot233ThornbrookeAnastasiaGRS Builder Name: Taylor Morrison Street, 584 Red Rose Lane Permit Office: City, State, Zip: Sanford , FL , 32771 Permit Number: Design Location: FL, Orlando Jurisdiction: 691500 Cond. Floor Area:: 2582 sq.ft. Cond. Volume: 23678 cu ft. Envelope Leakage Test Results Regression Data: A n: Sinqle or Multi Point Test Data R: HOUSE PRESSURE FLOW: 1 Pa cfm 2 Pa cfm 3 Pa cfm 4 Pa cfm 5 Pa cfm 6—r Pa cfm Leakage Characteristics Required ACH(50) from FORM R405-2017 : Tested ACH(50) ' : Tested leakage must be less than or equal to the required ACH(50) shown on Form R405-2017 for this building. If the tested ACH(50) is less than 3 the building must have a mechanical ventilation system. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2 ... Testing shall be conducted with a blower door at a pressure of 0 2 inches w.g (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2 Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. hereby certify that the above envelope leakage I Testing shall be conducted by either performance results demonstrate compliance individuals as defined in Section with Florida Energy Code requirements in 553.993(5) or (7), Florida Statutes or accordance with Section R402.4.1.2. i 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 SIGNATURE: by the third party conducting the test and provided to the code official. PRINTED NAME: i BUILDING OFFICIAL:_ DATE: DATE: 5/16/2018 3.38 PM EnergyGauge® USA - FlaRes2017 - Section R405 4.1 Compliant Software THE S7-4 Page 1 of 1 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS. 584 Red Rose Lane Permit Number: Sanford , FL , 32771 MANDATORY REQUIREMENTS See individual code sections for full details. SECTION R401 GENERAL R401.3 Energy Performance Level (EPL) display card (Mandatory)The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w g. (50 pascals). Testing shall be conducted by either individuals as defined in Section 553 993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489 105(3)(f), (g) or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the lest and provided to the code official Testing shall be performed at any time after creation of all penetrations of the building thermal envelope Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing- 1 Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3. Interior doors, if installed at the time of the test, shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems, if installed at the time of the test, shall be turned off. 6 Supply and return registers, if installed at the time of the test, shall be fully open R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting Flue dampers or doors, and outdoor combustion air. Where using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. R402.4.3 Fenestration air leakagd/Vindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMA/ WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. 5/16/2018 3:37 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402 1 2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403 The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8 Exceptions: 1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. 2. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential. R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2 0 cfm (0.944 Us) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SECTION R403 SYSTEMS R403.1 Controls. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct 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 lest: 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 lest. All registers shall be taped or otherwise sealed during the test. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1 A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105'F (41'C) or below 55'F (13'C) shall be insulated to a minimum of R-3. R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory)Heated water circulation systems shall be in accordance with Section R403.5.1.1. Heal 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 lhermosiphon 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 heal 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. 5/16/2018 3:37 PM EnergyGauge® USA - FlaRes2017 - FBC 61h 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 V: 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. 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10 otherwise. R403.7 Heating and cooling equipment (Mandatory). R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This Code does not allow designer safety factors, provisions for future expansion or other factors that affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM CFM) MINIMUM EFFICACY a CFM/WATT) AIRFLOW RATE MAXIMU CFM) Range hoods Any 2 8 cfm/watt Any In -line fan Any 2 8 cfm/watt Any Bathroom, utility room 10 1.4 cfm/watt 90 Bathroom, utility room 90 2.8 cfm/watt Any For SI: 1 cfm = 28.3 L/min a When tested in accordance with HVI Standard 916 5/16/2018 3-37 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's expanded performance data shall be used to select cooling -only equipment This selection shall be based on the outdoor design dry-bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 2. 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. 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. Heal 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 -heal -recovery pool healing 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. 5/16/2018 3 37 PM EnergyGauge® USA - FlaRes2017 - FBC 6lh Edition (2017) Complia Page 4 of 5 R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. R403.11 Portable spas (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. 5/16/2018 3:37 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of 5 TYPICAL MASONRY WINDOW SCHEDULE WINDOW WIDTHS # r 1 R 51' vdKww CALL -OUTS aw Nsw aw vw 7w V710W aW DWwW1,w Nw Sw W' Dw Sw w riw %5: U VEWr'SP rOILWA WPAtOPC6 altta 5M AND WALATDA •Ar vAR e N Acrjv CD v4_furod WER 10 M1fXR-A ,ICQSr.E R 0= M 19&aF LLK K CARMI.=. DR RxED rfe..:vcorsz A P. ARCHWAY Alwt)r1W m r—D PAD I I PAD J L__ 42X42 A/C SLAB 2.o TOM v/SKV e2e0V IPM BY BLDR MIN 1e.10 denpotforn by 2' FROM WALL cabi 1/e=10 E) DaR NTFf om rives.: rir a4•.pov I Ii. rAYV1.YrL'Ji..0)e 1000I4 Ir Wrtrp[•aalYa4l pAem mtrarr.r la..•.c voavaA un.w aN uiw •iivwer•ir.v.rmmevNu la om W AftluPazalmNLt Ivr to W Vi4Ya rRsu a na usre4e,. 1rW.tG+rM 4rt, lldrr Y.Yd eYlU44 olarMnep u[\11I N4 va' ur.cv .vua i i iar r.. pact _ CALL. TOPS Transfer ducts/Viltes sized In coroaance .ith rlorida Rrsldentlal 111,= p Cod - M1602.e Balanced Return AI,, e_ceptIo- 1-1 Yuatler 7'Mtohen vent to .011 cap I * aaaaTU PM1TKlIp1 # a^,ryd STAIR SECTIONranca .MnNalsa .m®.w aeand clearance of 4 Inches around the air handler per the State Energy code. All duct has an —6 Insulation value. O - niu nooio ui rrmao 'ieeui eflm6 a7pel'3 Q- eNa avn.n O-ROm NN tlRIT4mevinerrnull u u.f:a.awvam rsa nn r+Nrwa a STRumm Nals 0 i W Y 0Q O mEY mm 0 01 Z (U j \ Q OvL Z ED 1: F— Q —J O } M W > Z O Z O W O J O m Q m CL J In 0 0 Z Mew resew 1MeW eV 51 3 K aw raww r,Pw RpeM yeu4 a r Fllew 1[few Ysew wew GL lEM ROCJI Otlaed FOR LL acm VN") SM 4D FGTALAT0! MT v4h PR RWF4 J;Vt 40 YSLPG106 Z I5fRTe10a "F0RSTT1 QFe 1®IW.I O&S, UM-51. WWRno 4A F61 11I I1III 9 III 12.12 o m e tlIDd 10.6 Icd6. L. 50 V N.p 1.cd J I. f,4 O LOR r 10. 6 I.cd 130 b4e rap 1( d 7. 12.6 1•ctl FrA"'M4 20 TON V/5KV @2e0V ]PH ware • - ••'••• "" •'"— ."•. •' — 18. 10 WPI conplkncr .Ith flvldP Residential pfPiforn byQ MdInp Code - M1602.A balanced bldr Return .Ir• r.cePtlons 1-J MAder scale a/e •rp• 3' bath duct Est Provide un,estrtted I Inch to roof cap mumd-- an doors to Ins r= w / fan raanf Nutone 696RNB Must hove a minimum clearance of 4 Inches around the air handler per the State Energy code. All duct has on r=6 Insulation value. 6 Z O N tl D \ z N t! cv N 1 aCO u IT9..4LIe¢a>a mR va O,F L\Fm.Ri.fl S QQQa m z ON_ W W M CU ci CU 0 1\^ ll ! mFoxr, Cl ma• mm .D7F LP 9 W Y O Q O 2: V) M fY v. OfQ(') Pgo o F— OU Z (U J Of \ r QF-0 vL az01: F— Q J D L Rating z o } m w > z.l Oz0liJ Q F- m F- Q O J O 5 Q cr 4IMO--JV)oo 3" WASTE STACK FROM 2ND FLOORr , TERMINATING TO THE 1ST FLOOR , AAV.- KITCHEN q'AT' ; MASTER IA-V --.- -- Ski•,.. , Wf m IWGER aATH o j- -- = TAYLOR MORRISON HOMES - THORNBROOKE S.F. A HOUSE TYPE: ANASTASIA - - LOT 233 1ST FLOOR - n-I n 0 0 n It TAYLOR MORRISON HOMES THORNBROOKE S.F. HOUSE TYPE: ANASTASIA LOT 233 L-j i 2ND FLOOR LLJBATH 2 A;A LC,6,V BATH 3 4 WASTE STACK FROM 2ND FLOOR TERMINATING TO THE 1ST FLOOR j RECORD COPY DESCRIPTION AS FURNISHED: Lot 233, THORNBROOKE PHASE A as recorded in Plat Book 81, Pages 70 thru 71, Public Records of Seminole County, Florida. JIP 0- N q(v PLOT PLAN FOR/CERTIFIED TO: Taylor Morrison of Florida, Inc.ZON;, _ D,' TE_gj_q L0 IOWA AVENUE R/W VARIES) h N 89058'00" E 40.00' Ok to construct single family home with setbacks and impervious area shown on plan. rjy .lo '/, 1-w?. 4vlas S'10-1 Gc?— 3.84' 10' 19.80' LANDSCAPE dt rALL, FENCE ErT. 19.80 Vi 15.7' COVERED V PATIO 14.3' 00, 5 LOT 233 N U) PROPOSED RESIDENCE MODEL: ANASTASIA 2 CAR GARAGE RIGHT 00 o O O LOT 232 O p LOT 234 0 5.00' rENTRY 21.3' 5.00' Ll _j 16' DRIVE 25.20 5.20' 4 ,— 4/ 10' UTIL. ESMT. P.C. 137.14' ti WALK CURB N 89°58'00" E 40.00' ROIS'E' RED LANE QO c (50' UTILITY 6L ACCESS R/W) TRACT I q PROPOSED = FINISHED SPOT GRADE ELEVATION PER DRAINAGE PLANS BUILDING SETBACKS: V'-- PROPOSED DRAINAGE FLOW FRONT 25' LOT GRADING TYPE A REAR = 15' PROPOSED F.F. PER PLANS •• 23.1' SIDE CORNER = 10' 4—PROPOSED GRADE PER CONSTRUCTION PLAN ++ PLOT PLAN ONLY" NOT A SURVEY) LCJI 4,CUU JV.F I. LIVING 1,467 SO.FT. GARAGE 455 SO.FT. ENTRY e 71 SOFT. LANAI 139 SOFT. BREEZEWAY- N/A SQ.FT. DRIVEWAY 403 SO.FT. A/C PAD 18 SO.FT. WALKWAY 70 SO.FT. IMPERVIOUS= 54.6 2,622 SQ.FT. Snn a 917A SOFT. R/W = 440 SO.FT. APRON = 172 SO.FT. SIDEWALK = 200 SO.FT. SOD = 128 SO.FT. PROPOSED INFORMATION SHOWN AREA = 5,240 SO.FT. BASED ON SUPPLIED PLAN DRIVEWAY 515 SOFT. AND/OR INSTRUCTIONS PER SIDEWALK = 270 SOFT. CLIENT(NOT FIELD VERIFIED) SOD = 2.306 SQ.FT, CRUSETNMDYE'R—SCOTT ASSOC, INC. — LAND SURVEYORS LEGEND - LEGEND - 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 P PLAT rMJ_ POINT ON LINE NOTES: FLP. FIELDIRON IPE TTr. F.R.C. TYPICALPOINTOF REVERSE CURVATURE 1. THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF I.R. IRON ROD F.L POINT OF COMPOUND CURVATURE PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027, FLORIDA STATUES C.M.CONCRETE MONUMENT RAD RADIAL 2. UNLESS EMBOSSED WITH SURVEYOR'S SIGNATURE AND 0MGIKV. RAISED SEAL THIS SURVEY MAP OR COPIES ARE NOT VALID. SET I.R. 1/2, IR •/ILI 4596 HRVP. HEIN-RADIAL WITNESS POINT 7. IDS SURVEY WAS PREPA'tM FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS REC. PD.LI.O.C. RECOVERED PDINT OF BEGINNING POINT OF CmIME1iSMEHT CALL. PRN CALCULATEDPCRMANEHT RIDTORCNCE IONUNCM OR EASEMENTS TTMT AFFECT THIS PROFRFTY. 4. NO UNDERGROUND MPROV ',ENTS IMV: DCETI LOCl/ED UNLESS 07NERWISE SHOWN. I I CENTERLINE F. FINISHED FLOOR ELEVATION A THIS SURVEY IS PREPARED FOR THE SOLE &REFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY. NLD NAIL L DISK BSL BUILDING SETBACK LINE DIMENSIONS 2HOWN FO,T THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY UNES R/ V RIGHT-OF-VAY Bx LLRENCHKARK BASE BEARING 7. BEATINGS ARE BASED ASSUMED DANM AND ON THE LINE SHOWN AS BASE BEARING (B.B.) ESMT. DRAINEASEMENT DRAINAGEB. EIEVAWXS, IF SHOWN, ARE BASED ON NAMNAL GEODETIC DATUM OF 1929. UNLESS OTHERMISE NETTED. UTIL. UTILITY 0. CERTIFICATE OF AUTHORrIAION Na 4BD5. arc. CHAIN LINK FENCE VD. FC. GBWOOD FENCE CONCRETE BLOCK SCALE 1 1' - 20 ------- I DRAWN BY% 14• D. ORDER P. C. POINT OF CURVATURE P. T. POINT Or TANGENCY CERTIFIED BY: DR Na DESC. RDESCRIPTION RADIUS PLOT PLAN 05-21-2018 J221-IB L DARC LENGTH DELTA C CHORD C. L CHORD BEARING NORTH THIS BUILOINC/PROPERTY DOES.NOT LIE WITHIN — - — — -- -' THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER FIRM' TOM RUSENM R.L.S. % 4714 ZONE " C MAP / 12117C 0055 F. JAMES CO"SS4801 STATE CERT .LIC EC13003715 ELECTRICAL St Johns Pkwy INC. ' HOLDER:S TRADANNEC2011/FBC1077 SANFORD, FL STRADA877-906-1113 ELECTRIC • SECURITY ELECTRICAL LOAD CALCULATIONS UPDATED 5-8-2012 MODEL: ANASTASIA BUILDER TAYLOR MORRISON SUBDIVISON VOLT/AMPS LARGEST LOAD: HEAT PUMPS W/SUPPLEMENTAL HEAT 15572 Includes Heat Pump and Heat Strips on together @100%. Square feet living areal 2585 3 volUam s 7755 Small Appliance Circuits 3 4500 Laundry Circuit 1 1500 Dishwasher 1 1500 Water Heater 1 4500 Range 1 8000 Oven 0 Cooktop 0 Microwave 1 1100 Dryer 1 5000 Disposal 1 500 Pool 0 misc misc TOTAL OTHER LOAD 34355 FIRST 10KVA@100% 10.000 REMAINDER @ 40% 9742 LARGEST LOAD 15572 TOTAL LOAD 35 74 V.A./ 240VOLTS= 1 147 SIZE RECOMMENDED 1 200 MINIMUM PER 150 SERVICE SIZE: I I NEC 2 4032 10000 6500 2.5 5040 10000 6500 3 5280 10000 6500 3.5 6168 8000 5200 4 6888 8000 5200 5 8160 10000 6500 KW SETUP TON OTY KW 1.5 2990 5000 3250 0 2 1 4032 5000 3250 7282 2.5 1 5040 5000 3250 8290 3 5280 5000 3250 0 35 6168 5000 3250 0 4 6888 5000 3250 0 5 5 KW SETUP 8160 5000 3250 0 15572 POOL PREWIRES O1TY AMPS 0; 60' 240; 0, 100 240, Note This Load Calc is base on the information provided by the budder. The recommended service size will be installed leaving sufficient usage for future homeowner. a 0:0 NJ ENGINEERING PACKAGE Builder: TAYLOR MORRISON Project: i9A6/9A7 THORNBROOK Model/Building: 1258SE/258MA/258TA Lot Alt: Lot: 233 Block: Address: JobNumber: N333522 Revision Date: Unit: New Load #: RA01 CARPENTER CONTRACTORS OF AMERICA, INC 3900 AVENUE G. N.W. WINTER HAVEN, FLORIDA 33880 PH (800) 959-8806 FAX (941) 294-7934 Paae 1 THIS OYC FRIFMIO FROM CONFUTER INFOT (LOADS I DIMENSIONS) SUINITIED 11 TRUSS MFR AaJO) 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 guideline by Carpenter Contractors of Anerica. It serves the following two functions: 1) Bridging aligns the bottom chords after they are set so they are uniform along the ceiling line. 7h1s, in turn helps minimize wavy ceilings' after the installation of drywall. 2) Bridging helps 'planing -out' the transitional or relative deflection of adjacent trusses due to an offset in spans. In either case, strongback bridging should not be attached to adjacent trusses that need to be jacked into place more than U inch. Strongback bridging in roof trusses does not serve as temporary or permanent bracing and 1s not intended to help distribute or share design loads between trusses. Consequently, no design loads have been accounted for with this detail and continuous strongback bridging should not be attached between common and girder trusses that have more than W Inch differential deflection. STRONG8ACKS SHOULD BE ATTACHED TO WALLS AT THEIR OUTER ENDS OR RESTRAINED BY OTHER MEANS. STRONGBACKS SHALL BE A MININMUM OF 216, AND SHALL BE ATTACHED WiTH A MINIMUM OF THREE 16d COMMON OR (3) 0.131 1 3• GUN NAILS TO A 214 VERTICAL WEB MEMBER The graphic shown on this detail 1s for generic Illustrative purposes only. The exact location of strongback bridging will be specified by Carpenter Contractors of Anerica. The use of strongback bridging shall in no way interfere with any other design considerations specified by the Engineer of Record or Building Designer. The nailing requirements shown are consistent with ANSI/TPi 1-2002 for strongback bridging. N.T.S Not To Scale) 66soagbacBpOelfiisOet6S61B--6SBZBREFil E [R) Design Crit: TPI-2002(5TD)/F8C PLT TYP. Wave C RT-1 00 1.25 10 0 7 . 3 1 . I I Y:1 FL 7 E vA nn•• Ttm{ut{au unR[ut ..nmr.u. ...au. Lxirnw. uvuur.nrya...... i .Y ar. 1 ra.n xIn n. 1 TC LL PSF REF R081- 48357 m a Lr an« L m .uml.r.,..no. awuin .1...L......A .. r.. onry' . +rL.` •`.. ` .,.[a.a.. « tiiniwii{'wiT4. '" , 1 anq r .um .cnm ..iw n wIn Tnrt u.n ltY1. Yii nx[ntlx lomm ru anu Iuu x.rt nouu An.nc. n.Ynuoa r:.n{ ..Y unw wn wu [ f 0 TC DL PSF BC DATE 07 /28/09 ORW MCusRoal o7zo979aI., AFTAcm uu0 uau:. 9 irY Bp'N,Li DL PSF ALP [NE IMFw oar •ru.u.. L•., .T n11 «,rr. ,. Trw Irtr.u,n.. ona.<T.a. TTY tL.. I.C. waa n, n{ wa .., nn.nu a au «nca Av ruwn n mn. tw uw1 1. c r«,..n nry III wwa rv. LxiriL+e, uaruun a Lua.L ar Tualn. ry No. sz:Tz 9 BC LL PSF HC-ENG DR/DR AR36nINC.II.W YIT. .rn lnnl Ilnl{ILn .I n. 141n.n 11111. [R[, .T .......AY Tr 1. ICY In ura. uu. mu..«u 4 E* TOT. LD. PSF ry,ru •u w..r equn.0 Fr.x......[rx .nt uu1 p..n.mn. c. n ua na n mn .n. uneu rTiu.vin au+ru rr nu •u ur. reunn .c. Iunm Io.. L. STATE OF p DUR . FAC . FROMRWawddhGneaudTan/ me. 9 .w Ha'urs (Sty,Fi 33a41 FLCUnFDne 1•a.[al« .r n.n{ nano n aT m 1 u rn — .1 m1 nYt na.. a+n« m1un1 .Lctnuee N n{ruama [ma[um aw«Iun[n —111 n. nrt 11. 1 iwan* Itli10 inc.`ri.`uaAMM o ml n rxu Lr arm n. uT 01-0 1 rR nlnnnnnr n 1. Ak, RE O^ g1D,r0 Jul zDIM SPACING JREF- ITTOO81_Z18 Simpson Strong -Tie" Wood Construction Connectors Hangers HU,,HUC hangers may be ire,talbd on a 1nasonry/curncreto wall as described below. 1cJditiona%y HU haixders with one flange concwled may oe installed similartl. HU and HUC products are heavy -duly face -mount joist hangers made from 14-gauge galvanized steel. The HUG is a concealed flange (face flanges turned in) version of the HU. HU is available with both flanges concealed, provided the W dimension is 2Yis' or greater, at 100% of the table bad. Specify HUC. HU is available with one flange concealed when the W dimension is less than 2Ms" at 100% of the table bad. Specify as an 'X' version and specify flange_ to conceal. For any HU of HUG shown in this catalog. the user may sut.istilute all facie nails with !%: x 1 i:" Then° 2 screw"a Model ITN2-25134H). Follow all installation instructions and use the loads nnm this ro,alrC. Material: 14 gauge Finish: Galvanized, ZMAXa and stainless steel available Installation: Attach the hangers to concrete or GFDAU WAS using hex -head Tita n-= 2 screl. s. Titan screws for GFCt,4U (14' x 2?," — Modad TTN2-252341-11and for cencn+te (!4" x 1 ": — Model TTN2- 25134H) are not ptooded rrith the 113ngers. Drill the ?V-cfiameter hole to the specfed embedment depth plus'k". Alternatively, dn0 the 'hi -diameter hole to the specified embedment depth and Now it clean using compressed air. Caution. Oversized -diameter holes in the base material will reduce or eliminate the mechanical interlock of the threads with the base material and will reduce the anchor's bad capacity. filed Installation lool Kits are mailable. 'Ihey include a IN' crill bit and hex-hesc driver bit (Model TTNT01-RC); a aid' x 4V drip bit is also a-ddable (Model MDS18412). A minimum end and edge distance of 1 h" is required. Options: For skewed 'hangers use 75% of latle uplift Iwd. If hanger width is greatei Von 34+%" , thin use 80% of table dowrn ad; otherwise use 100:ro of table dovaiload. Codes: See p.14 for Code Reference Key Chan SIMPSON Strolu.- T le Concealed flan,&, I•- a e o H o o e e 0 I", • e o HUC410 HU214 1( 4mniR HUG410 Installed on Masonry Block End Wall HUC410 Installed on Masonry Block End Wall N O 279 Simpson Strong -Tie= Wood Construction Connectors Hangers (cont.) These products are available with additional corrosion protection. For more information, see p.1 B. SIMPSON Stronb'1 e Model No. Fasteners Allowable Loads (OF/SP) CedeGFCMUConcrete Standard Concealed GFCMU Titen^ 2 Concrete Titen^ 2 Joist Uplift 160) Down 100/125) Uplift 160) Down 100/125) Bel' HU26 HU26X 4) '%." x 1?l 4) '•:" x 1'-:" 2)10d x 1 h" 335 1.000 335 1.545 HU28 HU28X 6) !.' x 1$: 6) !%•' x 1 , 4)10d x 1 W 5-45 1,500 760 2,400 HU210 HU210X 8) 8) !%: % 14,-, 4)10d x 1'h" 545 2,000 760 2,415 HU46 (Mm.) HUC46 8) ' ' x I i ` 8) 'i." x 1 4)10d common 760 2,000 760 3,200 HU46 (Max.) HUC46 12) 'i x i IV 02) Yi x 1 iW 6)10d common 1,135 3.000 1,135 3,950 HU26-2 (Min.) HUC26-2 8) !•:' x 1 Y, 8) !•:' x 1 y: 4)10d common 760 2,000 760 3,200 HU26-2 (Max.) HUC26-2 12) :: x 11V 121 , 1A 6)10d common 1,135 3,000 1,135 3,950 HU48 (Min.) HUC48 10)'.:" x 115 10)',14" x 111' 4)10d common 760 2,500 760 3,725 HU48(Max.) HUC48 14)A"x1i 14)''.">11,- 6)10dcommon 1 1,135 3.500 1.135 4,920 HU28-2 (Min.) HUC28-2 10) b9" r 14'; 10)'•T r 14: 4)10d common 760 2,500 760 3,725 HU28-2 (Max.) HUC28-2 14) A' x I ti 14) A' x 1 6)10d common 1135 3,500 1 1,135 4,920 HU410 (Min.) HUG410 14) %i x !IV." 14)'6" > 11'i 6)10d common 1,135 3,500 1.135 4,920 HU410 (Max.) HUG410 18) %V x I `V 08) A" x 1 yi 10)10d common 1,800 4,500 1,800 4.920 HU210-2 (Min.) HUC210-2 14) ;',' x 11',' 14) vi x 14',- 6)10d common 1,135 3.500 1,135 4,920 HU210-2 (Max.) HUC210.2 18) %" r 11 181 'A" x I1, 10) 10d common 1,800 4,500 1,800 5,085 HU28X Skew 45" Not ava table) 6) IA-x 14V 6) :%: x 11': 4)10d x 1 h' 670 1.500 670 2,400 HSULIR26.2 HSUL/RC26-2 12) A". 115 121 !." x 11W 4) 16d x 2Ih" 900 3,000 900 3,135 HU2-'-2 HUC24-2 4) !%:' x 2?0' 4) 14" x I W 2) 10d common 380 1,000 380 1.545 HU212 HIJ21.2X 10) %4 x 21i 10) li x 115" 6)10d x I W 1,135 2.500 1035 2,665 HU214 HIJ714 121 12)'.: x 11: 6)10d x 1 W 1,135 2,665 1,135 2,665 HU26-2 (Min,) HUC26-2 RAin.) 8) !,; x 7i ` 8) '.: x 11". 4)10d common 760 2,000 760 3,200 HU26-2 (Max.) HUC26-2 (lAax.) 02)'/i x 2W 12) %':' x 13: 6)10d common 1,135 3,000 1.135 3,950 170 HU26-3 (Min.) HUC26-3 (Min.) 8) !;' x 2',4' 8) !%: x I?': 4)10d common 760 2.000 760 3,200 lIU26-3 (Max.) IIUC26-3 (Max.) 121^,. 12) A" r 11 6)10d common 1,135 3.000 1,135 3,950 HU28.2 (Min.) HUC28-2 (Min.) 10) :4' x 2i',' 10):h• x 111' 4)10d common 760 2.500 760 3.725 HU28-2 (Max.) HUC28-2 (Max.) 14) ,',* x 24, 14) 7," r 14'.- 6)10d common 1,135 3.500 1,135 4,920 HU210-2 (Min.) HUC210.2 (Min.) 14) IV r 2W 14) ti'r NS" 6) 10d common 1,135 3,500 1,135 4.920 HU210-2 (Max.) HUC210-2 (Max.) 18)':i x 2W 18) " ' x i;W' 10)10d common 1,800 1 4,500 1.800 5,085 HU210-3 (Min.) HUG210-3 (Min.) 14) ,V x 241i 14) .'i Y. i 1i 6)10d common 1,135 3,500 1.135 4.920 HU210-3 (Max.) HUC210.3 (Max.) 18).11" r 217 18) ''," x t 1: 10) 10d common 1.800 4,500 1,800 5,085 HU212-2 (Min.) HUC212-2 (Min.) 16)'.'i x 234" 16)' V' x 11:" 6)10d common 1,135 4,000 1,135 4.920 HU212-2 (Max.) HUC212-2 (Max.) 22)r 2}:' 22)'+ r 1 " 10)10d common 1 1,350 5.085 1,350 5.085 HU212-3 (Min.) HUG212-3 (Mm.) 16) t7 x 2i5" 16) 'A" r.111' 6)10d common 1,135 4.000 1,135 4.920 HU212-3 (Max.) HUC212-3 (Max.) 22)'h" a 2}.' 22) 14", 1'r:" 00)10d common 1,800 1 5,085 1,800 5,085 HU214.2 (Min.) HUC214-2 (Min.) 18)':i x 2164' 18) ,," x 144 8)10d common 1,515 4,500 1,515 5,085 HU214-2 (Max.) HUC214-2 (Max.) 24) u' x 7y:" 24) W' x 14'- 12) 10il common 2,015 1 5,085 2,015 5.085 lIU214-3(Min.) IIUC214-3(Min.) 18)'•,' x21;' 18)' r iil' 8)10d common 1.515 1 4,500 1,515 5,085 HU214.3 (Max.) HUC214-3 (Max.) 24) %" x 21+ 24) 'A,- r 15-' 12)10d common 2,O115 5,085 2,015 5,085 HU216 I1U2 i6Y. 18)x 7x5- 18) A", x i V 8)1Od x 1112" 1,515 2,920 1,515 2,920 HU216-2 (Min.) HUC216-2 (Min.) 20) Vi' r 211" 20) '/i' , 1 V 8)10d common 1.515 4,920 1,515 4,920 HU216-2 (Max.) IIUC216.2 (Max.) 16) ' i r 53;" 26) '/- r 1"." 121 10d common 2,015 5,Oa5 2,015 5,085 HU216-3 (Min.) HUC216-3 (Min.) 20) S:" , il:" 20) 57 , 1 8)10d common 1,515 4.920 1,515 4,920 HU216-3 (Max.) HUC216-3 (Max.) 26)' " r 21:" 26)'4" r 1 };' 12)10d common 2,015 1 5.085 2,015 SOBS 1. Uplift bads have been increased for earthquake or w,nd duration wdn no further increase a alowed; iefjuv, when other loads govem. 2. Minimum fc = 2.500 psi and minimum fin = 1,500 psi. 3. Wlwr1 only orxx flange is uorlcsaled specify right or left concea6d flange. A. Models widi'X' are riot stock items. 5.11a lu::rs ch;.0 tx+ q1;-t Ue:i such U1 t Hier!' ecrcvws are not ex{r,eect !o wa,ther. Fasteners: 10d oum'ruxl - 0.162' du. x 319' long; ilia * 21W = O.162' di,1. x 2!tr' long, t Od oornrrx>n - 0.148' (I -a. x 3- bin:!, 10d x 1'a" = 0.148' 4i, < 1 W k,r+,3. TTN2-25134H = 1.' r t;:' Tllen 2; TfN:-25234H = ;.• r 2W Titan 2; TTN25134H = Titer. 1." Y VW and 71,1252 3H-Tltcrl ',.'x : ;" mov aco te unal at full 1•31;1e bres. See pp. 2C 27 for other nal sizes and In'rrmntnr. 280 UPDATED 04/17/17 Simpson Strong -Tie° Wood Construction Connectors Hangers (cont.) These producm are available with additional corrosion protection. For more rdormaion, see p. 18. SIMPSON Stroll, -,Tie Model No. Fasteners AOowable Loads (DF/SP) CodeGFCA4UConcrete Standard Concealed GFCMU Titan• 2 Concrete Titan' 2 Joist( 160) Uplift Doom 100/125) Uplift 160) Down 100/125) Ref. HU44 HUC44 4) :':" : 2 .' 4) ;= x 1 W 2)10d common 380 1.000 380 1.545 HU46 (Mon.) HUC46 (Min.) I (8) 14" x 2:VV 8) x 14'.' 4)10d common 760 2,000 760 3,200 HU46 (Max.) HUC46 (Max.) 12) 'A' x 234" 12) -:" x 1 W 6)10d common 1,135 3,000 1,135 3.950 HU48 (Min.) HUC48 (Min.) IO) Y: r : a 10) !Y 1 4)10d common 760 2,500 760 3,725 HU48 (Max.) HUC48 (Max.) 14)14" " 2W 14)16' . 1': 6) 1Dd common 1,135 3,500 1,135 4,920 HU410 (Min.) HUC410 (Min.) 14) V.' x 2W 14) 'A: x 1 i:" 6) 10d common 1,135 3,500 1,135 4,920 HU410 (Max.) HUC410 (Max.) 18) !': r 2:'.' 18)'.': • 1 :': 10)10d common 1,800 4.500 1.800 4,920 HU412 (Min.) HUC412 (Min.) 16) !•;" x 2;' 16)'.%." : VW, 6) 10d common 1,135 4,000 1,135 4,920 HU412 (Max.) HUC412 (Max.) 22)'%+" x 2?," 22)1•%" x 1 }:" 10)10d common 1.800 5,085 1,800 5.085 HU414 (Min.) HUC414 (Min.) 18) Y;- • 21, 08) !',- • I h" 8) 10d common 1.515 4.500 1,515 5,085 HU414 (Max.) HUC414 (Max.) 24)'A . TW 24)'A" x t ':' 02)10d common 2,015 5,085 2.015 5.085 HU416 (Min.) HUC416 (Min.) 201'•Y' x 21•'.' 20114 x 1'S" 8) 10d common 1.515 4,920 1.515 4,920 HU416 (Mar.) HUC416 (Max.) 26) !:" x 2'J." 26) ':: 4 1 iY' 12)10d common 2,015 5.085 2.015 5,085 HU66 (Min.) HUC66 (Min.) 8) 14" • 2W 8) !:' v 1 Y" 4)16d common 900 2.000 900 3,200 HU66 (Max.) HUC66 (Max.) 12)'!,' • 24': 12)14' x 14:" 6)16d common 045 3,000 1,345 3,950 HU68 (Min.) HUC68 (Min.) 101 !6' x 215' 10) !:' : 1 ." 4)16d common 900 2.500 900 3.725 HUGE (Max.) HUC68 (Max.) 1 4) sY' x 2:W 14) ',,' r 135" 6)16d common 1,345 3,500 1,345 4,920 HU610 (Min.) HUC610 (Min.) 14) !6" • 2'.•: 14) !'•' , 1 ." 6)16d common 1,345 3,500 1,345 4,920 HU610 (Max.) HUC610 (Max.) 18) :3" x 2", 18) ,A., x f W, 8)16d common 1.795 4,500 1.795 5.085 HU612 (Min.) HUC612 (Ain.) 161 !':' r 23:" 16) TP x 14'." 6) 16d common 1,345 4,000 1,345 4,920 HUG12 (Max.) HLIC612 (Max.) 22) !:" x 2?V 22) !•:' x 1?'." 8) 16d common 1,795 4,920 1,795 4.920 170 HU614 (Min.) HUC614 (Min.) 18)'/"x 2?. 18) V,' x 1;W 8) 16d common 1,795 4,500 1.795 5.085 HU614 (Max.) HUC614 (Max.) 24)1,'4' x 24) :i", 11Y 12) 16d common 2,015 5,085 2,015 5,085 HU616 (Min.) HUC616 (Min.) 20) y: x 22,': 20) :%+" < 1 i;" 8) 16d common 1.795 4,920 1,795 4.920 HU616 (Max.) HUC616 (Max.) 26)'.•'+" x 2y." 26)'A" x I?." 12)16d common 2.015 5,085 2.015 5,085 HU7 (Min.) Not available) 12) :4" • i 4': 12) 1,- • 1',4" 4)10d x 1 W 545 2,980 760 2,980 HU7 (Max.) Not available) 161 '•a :'r:' 16)'4 x 1 W 8)10d x 1'h" 1,085 3.485 1,085 3,485 HU9 (Min.) Not available) 18) Y: r 1?:" 18)r 14T, 6)10d x 1'W 1,135 3,230 1.135 3.230 HU9 (Max.) Not available) 24) !4' • 1 24) Y'.' r 1 ::" 10) 10d x Ph" 1,445 3,735 1,445 3,735 HUII QAin.) Not available) 22)'7x IiW 22) :%: x Iy;" 6) 10dx I 1,135 3,230 1.135 3,230 HU11 (Max.) Not available) 30)'.4" r 1gV 30)x 14'." 10)10d x 1'h" 1,445 3,735 1.445 3.735 HU14 (Min.) Not available) 28) !:" • 1?'." 28) 4." . 1 iY' 8) 10d x I W 1,515 3.485 1.515 3,485 HU14 (Max.) Not available) 36)'4- x 1 y:" 36)'.4" x 14:" 14)10d r 1'h" 2,015 4,245 2,015 4.245 HU3.25l10 Mot available) 2 2) ::' x 13'4" 22) V," x 1 i'." 10) 10d common 1,895 5,085 1,895 5,085 HU3.25/12 Not available) 24) ." x 1?4" 24) r;" x 1?4" 12)1Cd common 2,015 5.085 2,015 5.085 HU410-2 (Min.) HUC410-2 (Min.) 14) Y+" x I V 14)'-','x 14',' 6)16d common 1,345 3.500 1.345 4,920 HU410-2 (Max.) HUC410-2 (Max.) 18) 14" • 14: 18) 1,;- • 1?Y' 8)16d common 1,795 4,500 1,795 5,085 HU412-2 (Min.) HUC412-2 (Min.) 061 ' x 1 y" 16) 4" x 1 y" 6) 16d common 1,345 4,000 1,345 4,920 HU412-2 (Max.) HUC412-2 (Max.) 22) 74" x 1 22) :i" x 1 W 10)16d common 1,800 4,920 1.800 4,920 HU414-2 (Min.) HUC414-2 (Min.) 20) !'" x 1?'+" 20) !," x 1?5" 8) 1Gd common 1,795 4,920 1,795 4,920 HU414-2 (Max.) HUC414-2 (Max.) 26) '%+" x t :" 26) Y:' i I b;" 12) t6d common 2,015 5,085 2,015 5.085 1. Upttt loads have been increased for earthquake or wind duration with no turther increase is allowed; radi)co xvnrLn other I. ,0s g'-wCrn. 2. Minimum f'c = 2,500 psi and minimum I'm = 1,500 psi. 3. When only one flange is concealeo specify right or left concealed flange. 4. Models with 'X" are not stock items. 5. Produc:3 shall tre instafl-ad tuck cant T ten' ;.crLnks am riot expxaoo to weathur. Fasteners: I C+a c{1mnicm = 0.182' din. x 51: IarxU: I F,d x 2'' = 0.102' dta. x 215' hng, I Od ccln-mo•i = 0,146' di, < 3' long; 1(In x I!+; = 0.148' dia. r 1l9- Ling. TH.2-25134H = ;:' < 18' 1 r'.ei 2. 17112-252341-I = a:• x 2'2.' Tdexn 2; T1 N251341 I = 1 Cen'G' x 1i' ar,d TTN25234H -Titan !i' > =14' may aLD be u ctl al min tablia i:ads. Sea pp. 2(3-27 to other ro-1 (•res atxt anfonnatlon. 281 UPDATED 04/17/17 Simpson Strong -Tie= Wood Construction Connectors w Face -Mount Joist Hangers This product is preferable to similar connectors because of a) easier Installation, b) higher loads, c) lower installed cost, or a combination of these features AB hangers in this series have double shear nailing — an innovation that distributes the load through two points on each joist nail for greater strength. This allows for fewer nails, faster installation, and the use of all common nails for the same connection. Double -shear hangers range from the light capacity LUS hangers to the highest capacity HGUS hangers. For medium bad truss applications, the MUS offers a lower cost altemative and easier installation than the HUS or THA hangers, while providing greater load capacity and bearing than the LUS. HGUO hangers provide similar capacities as HGUS douhle-shear hangers, but they use Simoson Strong -Tie' Strong -Drive"' SDS Heavy -Duty Connector screws instead of nails for faster and easier installation. In addition, the Strong -Drive SDS Heavy -Duty Connector screws help transfer the bad between the piles of the supporting girder when they penetrate all piles. Material: See tables on pp. 236-237 Finish: Galvanized. Some products available in stainless steel or 7-MAX* coating; HGUO available in HD(.'.; see Corrosion Information, pp.15-18. Installation: Use all specified fasteners; see General Notes. Nails must be driven at an angle through the joist or truss into the header to achieve the table loads. Simpson Strong -Tie Strong Drive SDS Heavy -Duty Connector screws are supplied vnth the HGUO. The thickness of the supporting girder must be equal to or greater than the screw length for applications where the length of the supplied screws exceeds the thickness of the supporting girder, 3' or 4'h" screws may be substituted for the longer length screws with no bad reduction, or a shim block may be used as approved by the Designer. Not designed for welded or nailer applications. Options: LUS and MUS hangers cannot be modified. Concealed flanges are not available for HGUS and HHUS. Other sizes available; consult your Simpson Strong Tie representative. Codes: See p.14 for Code Reference Key Chart 1' for ars t'Ai for 4(ls H 4WD B Tull LUS28 011"HHUS210-2 o Dome Double -Shear Double- Double -Shear Nailing Sloe View Shear Sid e Vew, WwZeAvaAable on Nailing Do not some models) Top View •" bond tab U.S. Parent 5.6D3,580 OrMUS28 SIMPSON Strong -Tie c r a D cC D D o 2• HUS210 HUS26, HUS28, and HHUS similar) Typical HUS26 Installation with Reduced Heel Height truss Designer to provide fastener quantity for connecting multiple members together) M CL 0 235 CL 236 LUS/MUS/HUS/HHUS/HGUS/HGUQ Face -Mount Joist Hangers (cont.) These products are available with additional corrosion , These products are approved for nsiall30on with the Strong-D.we• protection. For more information, see p. 18. SD Connector screw. See pp. 39-40 for more information. MN . Min. Heel Heigh, Ga. W Dimensions (in.) Fasteners H R Carrying Member Carried Member Single 2x Sixes LUS24 2% 18 1'H6 34 1% 4)10d 2)10d LUS26 41A 1 Ki 434 13'. 4) 10d 4)10d MUS26 411Ar 18 I %i 5VK 2 6)10d 6) 10d HUS26 4Ye 16 1% 5% 3 14)16d 6)16d HGUS26 401b 12 1% 5% S 20)16d 8)16d LUS28 4Y. 18 1% 6% 144 6)10d 4)10d MUS28 64Se 18 1y6 bib 2 8) 10d 8)10d HUS28 61h 16 1&A 7 3 22) 16d 8)16d 12 15 71S 5 36) 16d 12)16dG20861V6 41A 18 1Hie 7+6 1V. 8)10d 4) 10d 8% 16 1% 9 3 30)16d 10)16d 1. See table below for allowable bads. LSIMPSO N ie DF Allowable Loads SP Allowable Loads SPF/HF Allowable Loads Model No. Uplifts 160) Floor 100) Snow 115) Roof 125) Wind 160) Pr 160) orFloor 100) Snow 115) Ro01 125) Wind 160) Upliftl 160) Floor 100) Snow 115) Roof 125) Wind 160) Code Ref. Single 21r Sixes LUS24 490 670 765 825 1,045 490 725 830 895 1,135 420 575 655 705 895 LUS26 1,165 865 990 1,070 1,355 1165 940 1,075 1.165 1,475 1,005 740 845 915 1160 FL, MUS26 1,090 1,295 1,480 1,605 1.825 1,090 1,410 1,610 1,745 1,825 940 1,110 1,265 1.370 1,570 17, L 17 HUS26 1,550 2,720 3,095 3,335 3,335 1,550 2,950 3,335 3,335 3.335 1,335 2.330 2,650 2,820 2,865 H61IS26 1,0o0 4,360 4,885 5,230 5,390 1,O1O 4,725 5,290 5,390 5,3gn qn5 3,750 4,2013 4,500 4,635 fl. LUS28 1.165 1,100 1.255 1,360 1,725 1,165 1.200 1,365 1,480 1.835 1,005 940 1,075 1,1(i5 1,475 MUS28 1,555 1,730 1,975 2,140 2,645 1,555 1,880 2,150 2,330 2,645 1,335 1,475 1,690 1,830 2,275 17, FL, L17 HUS28 2,000 3,965 4120 4.220 4,335 2,000 3,790 3,960 4,070 4,335 1.720 2,905 3,035 3,125 1 3,435 HGUS28 1,790 6,745 G,970 7.125 7,275 1.790 G.460 6,705 6,870 7,275 1,540 4,960 5,160 5,290 5,745 R. LUS210 1,165 1,340 1,525 1,650 2,090 1,165 1,445 1,660 1,795 2.270 1,005 1,145 1,305 1,415 1,745 FL, HM210 3,000 4.255 4,445 4,575 5.020 3.000 1 4,105 4,310 4,450 4,930 2,580 3,150 3,315 3,425 3,815 17, L17 Note: For dimensions and fastener 4dormatlon, see table above. See taols foolno:es on p. 237. HHUS/HGUS See Hanger Options information on pp.121-123. HHUS - Sloped and/or Skewed Seat HHUS hangers can be skewed to a maximum of 45° and/or sloped to a maximum of 45• For skew only, maximum allowable download is 0.85 of the table bad For sloped only or sloped and skewed hangers, the maximum allowable download is 0.65 of the table bad Uplift bads for sloped/skewed conditions are 0.72 of the table bad, not to exceed 2,475 lb. The joist must be bevel -cut to allow for double shear nailing HGUS - Skewed Seat HGUS hangers can be skewed only to a maximum of 451. Allowable loads are: HGUS Seat Width Joist Down Load Uplift W < 2' Square cut 0.62 of table load 0.46 of table load W < 2' Bevel cut 0.72 of table load 0.46 of table load 2" < W < 6' Bevel cut 0.85 of table load 0.41 of table load 2" < W < 6' Square cut 0.46 of table load 0.41 of table load W > 6' Bevel cut 0.85 of table load 0.41 of table load Acute side apeciry anure Top View HHUS Hanger Skewed Right Joist must be bevel cut) All iorst nails installed on the outside angle (non -acute side). Face -Mount Hangers These products are available with add,uonal corrosion , These products are approved for installation with the Strong-Dn ve" protection. For more information, see p.18. SD Connector screw. See pp. 39-40 for more information. SIMPSON StroiigTie Mi^• Olmenslons (In.) Fasteners OF/SP Allowable Loads SPF/HF Allowable Loads Model Ne Heel Height Ga W H 8 Carrying Member Carried Member Uplift 160) Floor 100) Snow 115) Roof 125) Wind 160) Uplift 160) Floor 100) Snow 115) Roof 125) Wind 160) Code Ref. Double 2x Sizes LUS24-2 2'/4 18 3A 3% 2 4)16d 2)16d 440 800 910 9a5 1,250 380 680 780 845 1,070 LUS26-2 4SSc 18 3'A 4 A 2 4)16d 4)16d 1,165 1.D30 1,180 1,280 1,625 1,000 880 1,010 1,090 1,385 FL HHU526-2 445E 14 31Au 5% 3 14) l6d 16d 1,550 2.785 3,155 3,40514.265 1,335 2390 2,710 2.925 3,665 17. L17, HGUS26.2 415E 12 1 3rii6 5'A6 4 20)16d 16d 2155 4,355 4,675 5.230 15,575 1,855 3,750 4.200 14,500 4,795 HGU026-2-SDS3 Sh 12 344E 534. 4 12) ;." x 3" SDS 4) 1/V x 3" SDS 1,635 5.040 5,565 5565 5,565 1,175 3,630 4,005 4,005 4,005 FL LUS26-2 4'4. 18 31A 2 6)16d 4)16d 1,165 1,315 1,500 1.625 2.060 1,000 1,125 1,285 1,390 1.765 HHUS28-2 61A. 14 314. L 71G 3 16d 16d 2,000 4,210 4,770 5,140 6,440 1,720 3,615 4,095 4.415 5,375 17, L17, FL HGUS28-2 61A. 12 344E 734c 4 36)16d 12116d 3,235 7,460 17,460 7,460 7.460 2,785 6,415 6.415 6.415 6,415 HGU028-2-SDS3 7% 12 3Yu 74w 4 20)'/4'z3'SDS 6)'/•"O"SDS 2.565 7,330 7,330 7,330 7,330 1,845 5,2a0 5,280 15,280 5,280 FL WS210-2 06 18 3A 9 2 9)16d 6) l6d 1,745 1,830 Z090 2,265 12,870 1,500 1.565 1,785 1,935 2155 HHL15210-2 8% 14 3i4. BA 3 16d W tbd 3'45 5,635 6.380 6.880 17.165 3,525 4,a35 5,270 15,380 5,765 17, L77, FL HGUS210-2 8% 12 3;A, 9i5c 4 46)16d 16) t6d 4,095 9,100 9.100 9,100 9,700 3,525 7,465 7,730 7,825 7,825 HGU0210.2-SDS3 9%4 12 345E 91A, 4 28) %' x 3' SDS yY x 3" SDS 3.440 7,415 7.415 7,415 7.415 2.475 5,340 5,34015,340 5,340 FL Triple 2x Sizes HGUS26-3 41•Y. 12 4 "A61 51h 1 4 1 (20) l6d 8)16d 2.155 4,355 4,875 5,230 5,575 1,855 3,750 4,200 4,500 4,795 17. L17, FL HGU026-3-SDS4.5 514 12 4116 51h 4 (12)1/.' x 4W SOS 4) IW x 4W SDS 1,635 5,040 5,165 5,165 5,165 1.175 3.630 3,720 3,720 3,720 FL HGUS28-3 6144E 12 411A. 71 4 1 (3G)16d 12116d 3,235 7,4G0 7.460 7,4601 7,460 2,785 6,415 6,415 6,415 6,415 17, L17, FL HGU028-3-SDS4.5 7 % 12 41%. 7 / 4 (20)'A" x 4W SDS 1/4" x 4W SDS 2,565 8,400 9.175 9,175 9,175 1.845 6,050 6,605 6.605 6,605 FL HGUS210-3 8% 12 44ft 91/. 4 1 (46) lid 16)16d 4,095 9,100 9,100 9,100 9.100 3,525 7,825 7,825 7,825 7.825 17. L17, rL HGU0210-3-SDS45 12,14 4A. I 91/. 1 4 (28) Y..' x 4 h' SDS B) 1W x 4 1Y SDS 3.440 9.745 9,745 9,745 9,745 2,475 7.015 7.015 7,015 7,015 FL HGUS212-3 10% 12 4141E 10N 4 16d 20)16d 5,045 9,600 9,600 9,600 9,600 4,335 8,255 255 8.255 8.255 HGUS214-3 12% 12 4% 14','. 4 6)16d 2)16d 5,515 10.100 10.100 10.100 10,100 4,745 8,685 8,685 8.685 6.685 17, L17, FL Ouadruple 2x Sizes HGUS26-4 5 i 12 6%1 5% 4 gq 16d 8) l6d 2,155 4,355 4.875 5.230 5575 1455 3,750 4.200 4.500 4,795 17. L17, FL HGU026-4-SDS6 5)4 12 6lh. Sir. 4 02) l.' x 6' SDS 4)1/: x 6" SDS 2,375 5,040 5,165 5.165 5,165 1,710 3.630 3.723 3,720 3,720 FL HGUS28.4 7'/. 12 G4S. 744E 4 dG)1Gd 12)18d 3,235 7,460 7,460 7,460 7,460 2,765 6,415 6,415 G,415 6,415 17, L17, FL HGU028-4-SDS6 7'A 12 655E 744E 4 20)'/." x 6' SDS 6) "A" x 6" SDS 4,020 8.400 8,860 8.860 1 BA60 2,a90 6,050 6,380 6,380 6.380 FL HGUS210-4 9'/4 121 61A. WK. 4 46 16d 16116d 4,095 9,100 9,100 9,100 9,100 3,525 7,825 7.825 7,825 7,825 17, L17, FL HGU0210-4-SDS6 9'/4 12 J 61A. 9!E 4 28) W x 6- SDS 8)1/4" x 6" SDS 4.170 10.260 10,260 10.260 10.260 3.000 7,395 7,385 7,385 7.395 FL HGUS212-4 1053 12104. 10% 4 56116d 20)16d 5,045 9,600 9,WO 9,600 9,600 4,335 8,255 8,255 8,255 8,255 FL HGUS214-4 12'h 12 6'A. 12% 4 661 t6d 22)16d 5,515 10,100 10,100 10,100 10,100 4,745 8,685 8,685 8,685 8,685 17, L17, 4x Sizes LUS46 4% 18 3% 44'. 2 4)16d 4)16d 1,165 1,030 1,180 1,280 1,625 1,000 880 1.010 1,090 1,385 HGUS46 Q& 12 3% 4rA. 4 20) trd 8)16d 2,155 4,355 4,875 5,230 5,575 1,855 3,750 4.200 4,500 14.795 17. L17, FL HHUS46 441E 14 3% 54i6 3 14 1&1 6)16d 1,550 2.790 3,160 3,410 4,265 1.335 2,390 2.710 2,925 13,665 HGU04G-SDS3 S)i 12 3% 4 A 4 12) SS" x 3' SDS 4) 1/' x 3" SDS 1,05 5,040 5.165 5,165 5,16.i 1.175 3,G30 3,720 3,720 3,720 rL WS48 4% 18 394. 6% 2 1 (6)16d 4)16d 1.165 1,315 1.500 1,625 2.060 1.000 1,125 1,285 1.390 1.765 HUS48 6A 14 3% 7 2 6)16d 6)16d 1550 1,595 1,815 1.960 2,470 1550 1,365 1,555 1,680 2115 17, L17, FL HHUS48 6'h 14 3% 7 A 3 22)16d 8)16d 2,000 4,215 4,770 5,150 16,440 1,720 3,615 4,095 4,415 5535 HGUS48 61A. 12 3% 714E 4 36)16d 12)16d 3,235 7,460 7,460 7,46U 7.460 12,785 6,415 6.415 6,415 6,415 HGU048-SDS3 7'/. 12 3% 1 614 4 20)'/," x3'SDS 6j1/Vx3"SDS 2,565 7.330 7,330 7,330 1 7,330 1.845 5.280 5,280 5,280 5.280 rL LUS410 6'/4 18 3%. 1 84Y, 2 16d no 16d 1,745 1.830 2.090 2.265 12,870 1,500 1,565 1,785 1.935 2.455 HHUS410 8% 30)16d 10)16d 3.745 5.640 6.385 6.890 7,165 3,440 4.835 5.480 5,910 6,165 17, L17, FLGUS4108'A. 4 46) l6d 16)16d 4,095 9,100 9,100 9,100 9,100 3.525 7,825 7,925 7,8257,925IIGU041D-SDS3 9S: 13% 93 4 281'/'z3'SDS 8)'A"x3"SDS 3,440 7.415 7,415 7.415 7,415 2,475 5.340 5,340 5,340 5.340 FL HGUS412 iow 4 56)16d 20)16d 5,045 9,600 9600 9fi00 9600 4335 8255 8,255 8,255 8.25517, L17, FL HGUS414 11 rk 4 66j i A 2z116d 5,515 10.100 10.100 10,00 10,100 4,745 8.6a5 8,685 8,685 8.685 1. Up1,ft loads have been increased for wind or earthquake leading with no further increase allowed. Reouce where other leads govern. 2. Wind (160) is a download rating. 3. Minimum had height shown is required to achieve full table loads. For less than minimum heel height, see technical buletn T-C REDHEEL at strongtie.com. 4. Truss chord cross -gran tension may I mit allowable loads in accordance with ANSVrPI 1-2007. Simpson Strong-TioO Connector Selector'" Software inctudes the evaluation of cross -grain tension in its hanger allowable bads. For additional information, contact Simpson Strong-Te. 5. Simpson Strorg•Tie• Strong-Drrvev SDS Heavy -Duty Connector screws are perrnMed to be installed through metal truss plates as approved by the Truss Designer, provided the requirements of ANSVFPI 1-2014 Sections 7.5.3.4 and 9.9.2 are met (pre -drilling required through the plate using a maximum of %' bit). 6. Strong -Drive SDS Heavy -Duty Connector screws that penetrate all plies of the supportng girder (screws must penetrate a mlrumum of 1' into the last truss ply) may also be used to transfer the loac through all the piss of the supporting girder. When Strong -Drive SDS Heavy -Duty Corrector screws do not penetrate of pies of the supporting girder truss, supplemental Strong -Drive SDS Heavy -Duty Ccrinector acres at the hanger locations may be recurred to transfer the bad to the truss pies not penetrated by the face fasteners, as detemvf by the Designer. 7. The supporting girder tars must have adequate thickness to accommodate the screw length, so that the screw does net protrude out the back of ,he girder. 3'- or 4 W-long Strong -Drive SDS Heavy -Duty Connector screws may be substituted for the longer Strong -Drive SDS Heavy -Duty Connector srle'.vs win no load reduction. 9. Loads shown are based on minimum of 2-ply 2x carrying member for nailed hangers. With 3x carrying members. use 16d x 2 yf nails into the header and 16d commons into the joist with ro bad reduo;bn. With single 2x carrying members, use 1 Od x 1 W nalls into the header ano 1Od commons into the joist, and reduce the bad to 0.64 of the table value. 9. Nods: 16d = 0.162' da x 31h' king. See pp. 26-27 for other nal sizes and information. 237 CL Simpson Strong -Tie' Wood Construction Connectors6 Face-Mount Truss Hanger The HTU face -mount truss hanger has nad patterns designed specifically for shallow heel heights, so that full allowable loads (with minimum nailing) apply to heel heights as low as 37h'. Minimum and maximum nailing options provide solutions for varying heel heights and end conditions. Alternate allowable bads are provided for gaps between the end of the truss and the carrying member up to'h" max. to allow for greater construction tolerances (maximum gap for standard allowable loads is 'A" per ASTM Di 761 and D7147). See technical bulletin T-CHANGERGAPS at strongtie.com for more information. Material: 16 gauge Finish: Galvanized Installation: Use all specified fasteners. see General Notes Can be installed filling round holes only, or filling round and triangle holes for maximum values See alternate Installation for applications using the HTU26 on a 2x4 carrying member or HTU28 or HTU210 on a 2x6 carrying member for additional uplift capacity Options: HTU may be skewed up to 67'h•. See Hanger Options on p. 239 for allowable bads. See engsleenilg letter L-O-Hi USD at strongtie.eom for Installation with Strong -Drive" SD fasteners. Codes: See p.14 for Code Reference Key Chart Min. heel height per table HTU26 truss and carrying member Typical HTU26 Minimum Nailing Installation SIMPSON Strong7Tie Alternate Installation - HTU Installation for HTU28Ion Standard Allowable Loads 2x6 Carrying gInstalled Member berFor' h' maximum gap, (HTU210 similar) usa Alternate Allowable Loads.) These products are approved for Installation with the Strong -Drive* SD Connector screw. See pp. 39-AO for more infwmatbn. Standard Allowable Loads (1/8" Maximum Hanger Gap) Model Min• Dimensions (in.) Fasteners OF/SP Allowable Loads SPF/HF Allowable Loads Code No. Heel Heigh l W H 8 Carrying Member Carried Member Uplift 160) Floor 100) Snow 115) Root 125) Wind 160) Uplift 160) Floor 100) Snow 115) Root 125) Wind 160) Ref. Single 2x Sizes HTU26 31h 1% 5'/. Th 20) 16d 11)10d x 1'h' 730 2,940 3.045 3,045 3.045 630 1,920 1,920 1,920 1,920 HTU26 ( Min.) 37h 15i 157& Th 20) 16d 14) 10d x t h' 1,250 2,940 3,200 3,200 3,200 1,075 2,015 2.015 2,015 2.015 II1U2G ( Max,) 51h 1% 1 57/ic 3h 2D) 115d 20) Wd x 1'h' 1,555 2,940 3.340 3,600 4,010 1.335 2,530 2,870 3.095 3,450 17 IIIU28 ( Min.) 37h 1% 7Y Th 26) 16d 14) 10d r 1'h" 1,235 3,620 3.895 3,895 3.895 1,060 2,920 2,920 2,920 2,920 L17, HTU28 ( Alai+.) 7'/ 1% 7Yc 3h 26) 16d 26)10d x 1 h' 2,140 3,620 4,340 4.680 5,435 1,840 3,285 3.730 4.025 4,675 FL HTU210 ( Min.) 37h 1% 1 9V. Th 32) 16d 14110d x 1'h' 1,330 4,355 4.355 4,355 4,355 1,145 3,265 3,265 3,265 3,265 HTU210 ( Max.) 9:'. 1%915c 3h 32) 16d 32) tUd x 1 h' 3.315 4,705 5,345 5.760 5,995 285014,045 4,595 4,955 5,155 Double 2x Sizes HTU26. 2(Mtn.) 31A 3?Fc 57h 3'h 20)16d 1411Dd 1.515 2,940 3.340 3,600 3,910 1,305 2,465 2,465 2,465 2,465 HTU26- 2 (Max.) 51h 335c 5%ic Th 20) 16d 20) tOd 2,175 2,940 3,340 3.600 4,485 1.870 2,530 2,870 3.095 3,855 HTU26- 2 (Min.) 3h 3M6 7Vic 3'h 26) 16d 14)10d 1.530 3,620 4,310 4.310 4,310 1,315 3,235 3,235 3,235 3,235 17, HTU28- 2 (Max.) 7y4 TIA6 71Sc Th 26)16d 26)10d 3,485 3,620 4,340 4,680 5.850 2,995 3.285 3,730 4,025 5,030 L17, FLHTU210- 2 (Min.) 376 34Sc 9S4 31h 32) 16d 14)10d 1,755 4.705 4,815 4.815 4,815 1,510 3.610 3.610 3,610 3,610 HTU210- 2(Max.) 9h 31fc 9ek 3h 32)16d 32)10d 4,110 4.705 5.345 5,760 7,200 3,535 4,045 4,595 4.955 6.190 1. The maximum hanger gap is measured between the joist (or truss) one and the carrying memoec 2. Minimum heel heights required for full table loads are based on a minimum 2/ 12 pitch. 3. Upli l has been increased for wind or earthquake loading with no further increase allowed, reduce where other bads govern. 4. Wind (163) is a download rating. 5. For hanger gaps between h' and h', use the Alternate Allowable Loads. 6. Truss chord cams -gran tension may Amlt alawahle bads fit accordance with ANSIfTPI 1-2014. Simpson Strong -Tie' Connector Selector'" Software includes the evaluation of cross -grain tension in its hanger alowaolo loads. For adcinonal information, contact Simpson Strong -Tie. 7. Loads shown are based on a minimum 2-ply 2x carrying member. For single 2x carrying members, use NI (10o x 1 h") nails into the header and reduce the alowable download to 0.70 of the table value. Tie allowable uplift is 10090 of the tape, load. 8. Nails. 16c - 0.162' dla. x 31h' long. 1Cd = 0.148' dla. x 3' long, 10d x 1'h' = 0.148' dia x t A' long, See pp. 26-27 for other nail sizes and information. 238 UPDATED 04/ 17/17 Simpson Strong Wood Construction Connectors Face -Mount Truss Hanger (cont.) PF These products are approved for installation with lie Strong -Drive• SD Connector screw. See pp. 39-40 for more information. Alternate Installation Table for 2x4 and 2x6 Carrying Member SIMPSON Strong, -Tie Min. Minimum Fasteners DF/SP Allowable Loads SPF/HF Allowable Loads Model No. Heel Height CarryingCarrying Carried oorSnonowCodeFloor00) Ref. in.) Member Member Member 160) 00) 115) 125) 160) 60) 1 5) 125) 160) HTU2(M,..) 3'h 212x4 10)16d 14)10d x 1 h" 925 1,470 1.670 1.800 2,040 795 1.265 1.435 1.550 1,755 HTU25h 12) 2x4 10)16d 20)10d x i'h' 1,310 1,470 1,670 1.800 2,250 1,125 1,265 1,435 1.550 1, 935HTU27'/. R) 2x6 20) 16d 26)10d x i'h' 1,970 2,940 3,340 3,600 3.905 1,695 2,530 2,870 3,095 3,360 FL HTU210 (Max.) 9'/. 212x6 20)16d 32)10d x 1 h' 2.760 1 2.940 3,340 3,600 3,905 1 2,375 2.530 2,870 3,095 3.360 1. See table above for dimensions and additional footnotes. 4. Nails: 16d = 0.162' dia. x 3 h' long, 10cr1 h = 0.148' dia. x 1 h' long. 2. Maximum hanger gap for the alternate installation is W. See pp. 28-27 for other nad saes and inform3tion. 3. Wnd (160) is a download rating. Alternate Allowable Loads (1/2" Maximum Hanger Gap) Model No. Min. Henl Height Dimensions (in.) Fasteners DF/SP Allowable Loads SPF/HF Allowable Loads Code W H B CarryingMember Carried Member Uplift 160) Floor 100) Snow 115) Root 125) Wind 160) Upldt 160) Floor 100) Snow 115) Roof 125) Wind 160) Rel. Single 2x Sizes HTU268 3'h 1% 5Yu 131/, 1 (20)16d 11)10dx11,1V 1 670 2,/35 21735 2,735 2,135 56 1,725 1,/25 1,/25 1,725 HTU26 (Min.) 37A 1 % 5% 3%5 1 (20)16d 04)1Od x 1 h- 1,175 2,940 1 3,100 1 3,100 1 3.100 1,010 1.955 1,955 1,955 1,955 HTU26 (Max.) 5'h l % 5 Yu 31h (20)16d 20)10d x 1'h' 1.215 2,940 3,340 3,600 3,760 1.045 2,370 2,370 2,370 2,370 17 HTU28 (Min.) 31h I % 7Y. 3h (26)16d 14) 10d x 1 h' 1.125 3,770 3,770 3,770 3,770 970 2,825 2.825 2,825 2.825 L17, HTU28 (Max.) 7'/. t ii 7 F. 3'h (26) t6d 26) lOd x 1'h' 1.920 3,820 4,340 4,680 5,015 1,695 3,285 3,730 3,765 3,765 FL HTU210 (Mtn.) 3'.i 1 % 9'hi 31h (32)16d 14)10d x 1'h' 1.250 3.600 i 1600 3.600 3.600 1,075 2,70 22,700 2,700 2,700 HTU210 (Max.) 9h 1% 9Yu 3h (32)16d 32)1Odx11,` 3,255 4,705 5,020 5,020 5,020 2.800 3,765 3,765 3.765 3.765 Rouble 21r Sues HTU26-2 (Min.) 31h 3% SYu 31h 20)16d 14) 10d 1.515 2,940 3,340 3,500 3,500 1 1,305 2,205 2.205 1 2.205 2,205 HTU26-2 (Max.) 5'h 35Ai 5IA6 3'h 20)16d 20) 10o 1,910 2,940 3,340 3,500 3,500 1,645 2,205 2.205 1 2.205 2,205 HTU28-2 (Min.) 3A 34S6 71A6 31h, 26)16d 14)10d 1,490 3,820 3,980 3,980 3,980 1,280 2.985 2,985 1 2,985 2,985 11• 7TU28-2 (Max.) 7'/. 31A& 7'h. 3 h 26)16d 26) 10d 3.03.9 3.820 4,340 4,680 5,555 2.610 3.285 3,730 4,025 4,165 fLrL HTU210-2 (Mtn) 316 3Kc 9Yu 3h 32)16d 14)10d 1,755 4,255 4,255 4,255 4,255 1,510 3,190 3,190 3,190 3,190 HTU210-2 Max.) 9'/ 3'Ai 9%. 3'/, 32)16d 2) 10d 3,855 4,705 5,345 T 5,76U 6,470 3,315 4,045 4,595 4,855 4,855 See :able footnotes on p. 238. Options: See Hanger Options information on pp. 121-123. Skewed Seat Skewable up 10 67'h". Available n1 single and 2-ply size. No bevel cut required. Allowable Loads for Skewed HTU Hangers Fasteners DFL/SP Allowable Loads" HF/SPF Allowable Leads'., Model Skew Angle No. Degree) Carrying Carried Uplift Download Uplift Download Member Member 133/160) (100/115/12S) 133/160) (100/115/125) 51 20) l6d 14) 10d x 1 h' 1,315 2,945 1,130 2,530 HTU26 51-671h 20 16d 12110d x 1 1h' 970 2,595 835 2,230 51 26)16d 20) 1Od x 1 h" 2.015 3,060 1,730 2,630 HTU28 51-671h 26) l6d 17)10d x 11h' 1,455 2,815 1,280 2.420 51 12) 16d 26 10d x 116' 2,715 3,175 2,335 2.730 HTU210 51- 671h 32) 16d 22)10d x11h' 2.005 1 3,040 1,725 2.65 51 20) l6d 14)10d 1,335 2,555 1,145 2,200 HTU26- 2 51- 67'h 20)16d 12)10d 1,110 2.700 955 2,320 51 26)16d 20) 10d 2,470 3,890 2.120 3,345 HTU28- 2 51- 671h 2616d 17 10d 1.710 3.775 1.470 3,245 51 32) l6d 26)10d 3,600 4.935 3.100 1 4.245 HTU210- 2 St- 67h 32)lfid 22)10d 2,255 4,790 1.940 1 4,120 A" flange A" Acuta flange side 0• Specify angle Top View HTU Hanger Skewed Right < 51' 0. Specify angle 51• to 6714' 1. UpUt krads have been i ncrtresed for wind or 3. Maximus hanger gap between end of joist (truss) aid face of Top View HTU Hanger earthquake loading with no further increase carrying member s 'h'. Skewed Right 2 51' a0cwed. Reduce where other bads govern. 4. Nails: 16d = 0.162' die. x 3'h' long, 10dx 1'h = 0.148' dia. x Ph' long, 2. Allowable downloads may not be increased. 10d = 0.148' da. x 3' long. See pp. 26-27 for other nail sizes and information. cc 239 h THA/THAC Adjustable Truss Hangers This product is preferable to similar connectors because oI tr) easier installation, b) higher loads, c) lower installed cast, or a combination of these features. The THA series have extra long straps that can be field -formed to give height adjustability and top flange hanger convenience. THA hangers can be installed as top flange or face -mount hangers. THA4x and THA2x-2 models feature a dense nail pattern in the straps, which provides more installation options and allows for easy top flange installation. Material: See table Finish: Galvanized. Some products available in ZMAXe coating, see Corrosion Information, pp.15-18. Installation: Use all specified fasteners; see General Notes. The following installation methods may be used: Top Flange Installation — The straps must be field formed over the header - see table for minimum top flange requirements. Install top and face nails according to the table. Top nails shaft not be within 'A' from the edge of the top flange members. For the THA29, nails used for joist attachment must be driven at an angle so that they penetrate through the confer of the joist aril into the header. For all other top flange installations, straighten the double shear nailing tabs and install the nails straight into the joist. Face Mount Installation — Instal all face nails according to the table. Not all nail holes will be filled on all models. On models where there are more nail holes than required, the lowest four face holes must be filled. Nails used for the joist attachment must be driven at an angle so that they penetrate through the corner of the joist into the header. Alternate Installation — The THA 4x hangers may be installed in a top flange configuration using the tabulated fasteners for face -mount installation and achieve the face -mount installation loads. Instal the tabulated face nails into the face and top of the carrying member. Nails used for the joist attachment must be driven at an angle so that they penetrate through the corner of the joist into the header. Uplift — Lowest face nails must be filled to achieve uplift loads. Options: THA hangers available with the header flanges turned in for 3%" (except THA413) and larger, with no load reduction - order THAC hanger. Codes: See p.14 for Code Reference Key Chart L 21A y,THlrliforI2'f.-ror THA422-2 THM2b2arilTHAC422 : o o THA422rTHA426-62THA422 6THA418 6THAC422 Double W - Use ItA table value Single 4X2-_ Face nails Top nails per table Der table the double abs and install I Into the joist Typical THA Top Flange Installation on a Nailer except THA29) Alternate Installation of THA422 Double -Shear Dome Double -Shear Double- Nailing Nadng Sde View Shear Side View: Available on Natvg Do nor sane rnodeh) Top View Q bend tat U.S. Parent 5,603.SW See footnote 3 19 SIMPSON Strolm-me 2 farce nab Total) 4 top nails Total) double shear nailing tabs and install nails slra!ght Typical THA422 Top Flange Installation on a 4x2 Floor Truss Ddepth 11 Typical Mount Installation Typical THA29 Top Flange Insta9alion io to 6 30 M 229 THA/THAC Adjustable Truss Hangers (cont.) These prooucts are available wish additional corrosion protection. For more information, see p. 18. 0 a 230 SIMPSON StrongTie Model No. 6a Dimensions (In.) Min.' Top Flange Min. Depth Fasteners DF/SP ADowabte Loads SPF/HF Allowable Loads Cade Ref. W H C Carrying Member Carried Member Uplift 160) Floor 100) Snow 115) Roof 125) Wind 160) UpId1 160) Floor 100) Snow 115) Roof 1251 Wind 160) Top Face Straight I Slant Top - Flange Installation' THA29 18 lie 91)ee 5'h 2'he 4) 10d 4)10d 4)1Dd 560 2,260 2,310 2,350 2.350 480 1,740 1,785 1,815 1.215 THA213 18 1% 13MG 51, 11h 4) 10d 2)10d 4)10d x l h- 1,615 1.615 1,615 1,615 1,280 1,280 1.280 1,280 THA218 118 1% 171Sr 5, 2 4)10d 2) 10d 4) 10d x 1 h- 1.615 1,615 1,615 1.615 1.280 1,280 1,280 1,280 THA218- 2 16 3% 17'lie 18 2 4)16d I (2) 160 6)10d 2,245 2.24512,24512.245 1,935 1,935 1,935 1,935 18. THA222- 2 16 3 h 22:Y. 8 2 4)16d 2)1Ga G)10d 2.245 2,245 2,245 2.245 1,935 1,935 1,935 1.935 L15, FL THA413 18 3% 131A, 4 f 1 h 4)10d 2)10d 4)10d 1,615 1,615 1,615 1,615 1,280 1.280 1,280 1,280 THA418 16 3% 171h 7'4 2 4)16d 2)16d 6)10d 2,245 2,245 2,245 2.245 1,935 1.935 1,935 1,935 THA422 16 3% 22 7'h 2 4)16d 2)16d 6) 10d 2,245 2,245 2,245 2.245 1,935 1,935 1,935 1,935 THA426 14 3% 26 7 A 2 4)16d 4) 16d 6)16d 2,435 2,435 2,435 2,435 2.095 2,095 2.095 2,095 FL THA422- 2 14 71A 221146 9% 2 4)16d 4) 16d 6)16d 3,330 3.330 3.330 3,330 2.865 2,8;5 2.865 2,865 FL,170 THA426- 2 14 7% 2614a 9V4 2 4)16d 4)16d 6) 7Gd 3,330 3,330 3,330 3,330 2,865 2,8G5 2,SG5 2,8fi5 1L,170 Face - Mount Installation' THA29 18 1% 9'Kb 5''A 9'V6 16) 10d 4)10d 560 2,125 2,310 2,350 2,350 480 1,740 1,785 1,B15 1,815 THA213 18 1% 131Sc 5'h 13446 14) l0a 4)10d 1.170 1.955 2,020 2;)F5 065 780 1.6811 1,735 1,775 1,775 THA218 18 1% 1TKa 5'h 17416 18) 10d 4) IDd 1.170 1,955 2,020 2,065 2,065 780 1,680 1.735 1,775 1.775 THA218- 2 16 31A 171vw 8 14% 22) 16d 6) 16d 1,855 3,695 3,69513,695I3,695 1.595 3,185 3.185 3,185 3,185 18. THA222- 2 16 3h 2234c 8 14)Sc 22) 16d i)16d 1,f1,5 3,695 3,695 3,G95 3,695 1.595 3185 3,185 3,185 3,185 L15. FL THA413 18 3% 13AG 4'h 13'A 14) 10d 4) 1Od 1,170 1,040 2,235 2,400 2,400 780 1,660 1,910 2,075 2,210 THA418 16 3% 17lh 744 14Yfa 22)16d 6) IGd 1,855 3,1595 3,695 3,695 3,695 1.595 3,185 3,1115 3.185 3.185 THA422 16 3% 22 PA 1414g 22)16d 6)16d 1,855 3,695 3,695 3,695 3.695 1,595 3,185 3.185 3.185 3,185 THA426 14 3% 26 7'h 16% 30)16d 6) 16d 1,855 4.480 4,480 4,480 4,480 1,595 3,855 3,M FL THA422- 2 14 7'/, 22% 9% 16:HG 30)1Gd 6)1Gd 1,855 5,160 5,520 5,520 5,520 1,595 4,440 4,FL,170 THA426- 1. 14 7'/. 26)Sc 9i. 18 38)16d 6)16d 1,855 5,520 5,520 5.520 5,520 1,595 4.745 4,FL,170 1. Upift has been utcreased 60% for wind or earthquake loading Hn:h no further ncrease allowed; reduce where other loads govern. 2. Wind (160) is a download rating. 3. For single 4x2 top chord carrying members or single 2x narlers. the following THA hangers can be installed using 10d x 1 h' top nails and (2) 16d face nails with reduced allowable loads as noted THA418/ THA422. 1,415 to. for DF/SP, 1.215 tb. for SPF, THA426: 2,245 IN for DF/SP, 1.930 lb. for SOF; THA422- 2/THA426-2: 2,345 lb. for DF/S? 2,015 lb. for SPF Loans are basec on hanger installations at panel points. 4. Face -mount installation loads am based on minimum of 2-ply 2x carrInng member. For single 2x carrying members, use 1 Did x 1 h' nails into the carving member and tabulated fastorers into the tamed member, and use 0.80 of the table value for 18 gauge, and 0.68 of the table value for 16 gauge and 14 gauge. 5. Min. Top Flange refers to the minimum length of strap that must be field formed over the header. 6. For the THA 2x models, one strap may be installed vertically according to the face mount nailing requirements ane the other strap wrapped over the truss chord according to the top flange nailing requirements (see drawn@ on p. 229) ane achieve fug tabulated top flange inslagelion bads. 7. Nails: 16d = 0.162' dia. x 31h' long, 10d = 0.148' dia. x long, 1 Od x 1'4' = 0.148' dia. x 1'h' long. See pp. 26-27 for other nag sizes and nformation. Simpson Strong -Tie= Wood Construction Connectors Skewed Truss Hangers Designed for 4x2 floor trusses and 4x beams, the THAPJL422 has a standard skew of 45•. Straps must be bent for lop flange installation. PAN nailing helps eliminate splitting of 4x2 truss bottom chords. Material: 16 gauge Finish: Galvanized Installation: Use all specified fasteners; see General Notes Straps must be field -formed over the header a minimum of 21h" Minimum and maximum nailing configurations available — see table for nailing requirements Codes: See p.14 for Code reference Key Chart THAL422 SIMPSON Strong -Tie Typical THAL422 Installation with Minimum Nailing on a Floor Truss with Double 4x2 Top Chord t, Dimensions+ Mln.dop Fasteners OF/SP Allowabkil.oads SPF/HF Allowable Loads , Model Na„ H Ga:, in.) ,j Chord on Carryingl EffectNe Height. Carrying Member Carried Membcr..' r^ Uplift floor, LSnow Rool Upldl Floor Snow Roos Code Ref: M er, H ° Top .Face Straight Slant- t60) (100)i (,i15 t2S)/ p60) (t00) `(ft5),•(125j; 4' Single 4x2 9min. 4) 10dxVh" 2) 10dxIW 1) 10dxlh" 2) 10dx11h' 880 880 880 755 755 755 THAR/L422 Mint 16 33i 22N• 8 Ill. Double 9 to 12 1,525 1,525 1,525 1,315 1,315 1.315 4x2 4) 10d 2) tOd 1)1Dd 10dx 116' 15, IFL121.090 1,090 1.090 935 935 THAR/L422 , 34' Double 6 i rim'^ i°1``A' Max.) I6' 22iY 4x2 9 min. 4)10d 8) 10d 1)10d 10d(rt h' y 3 A67.5 7455, 265 1,440 1.440 1.44901,675_ 1. Upli t has beer, increased for wind or earl -quake baying with no further mcrea_e alowed; reduce where other bads govem. 2. Roof bads are 125% of floor loads unless limitec by other criteria. Floor baes may be ad)usted for bad durations according to the code provided they do not exceed those in the roof column. 3. where the top of the Carried member is flush with the top of the carrying member, H, if is equal to the depth of the carried member. Otherwise, Hen shall be measured from the top of the bearing seat to the top of the carrying member. 4. Nails: 10d = 0.148' dia. x 3 long, 1 Od x 1 h' = 0.148' dia. x 1 h' long. Sea pp. 2E27 for other nall saos and information. M 0. 241 Simpson Strong -Tie= Wood Construction Connectors EMMM Truss Hip/Jack Hanger The versatile THJA26 can accommodate right- or left-hand hips (at 45-degree skews). and can be installed before or after the hip and lack Can also be used for double (terminal) hips. Material: 14 gauge Finish: Galvanized Installation: Use all specified fasteners; see General Notes. All multiple members must be fastened together to act as a single unit. Shall be attached to a double girder truss to allow for required minimum nail penetration. See footnote 3. Options: These hangers cannot be modified Codes: See p.14 for Code Reference Key Chart aQ D i Top View Left -Hand Hip Installation THJA26 r M., worknp P. II Top View Right -Hand Hip Installation SIMPSON Strong -Tie Typical THJA26 Installation Top View Terminal Hip without Center Common Jack Model No. Fasteners Carried Member' r OhSP pourabldLoads ` '' SPF/HFAllowable Loads . Code ReC._ CarryingMember Hip' Jack 76'11ift 160) . rFlooi:rSnow 100), 115) ",1(Tzs` Rriol:`, y INiridt ie( 160)1; Uplift 160) Floor' 100) Snow, 115) Roof' 125) Wind 160) THJA26 20 ( ) 16d 6) 10d x 1 h' 4) 10d it 1'h" Hip 720 2.010 2,310 2,450 2,450 590 1,740 2,000 2,100 2,100 FL1. Jar600,15: i81u 195 58D 670 UO 700 Total 960 2,680 3,080 3,265 3,265 785 2,320 2,670 2,800 2,800 1. Uplift bads have been increased for wind or earthquake loading with no further increase allowed, reduce where other bads govern. 2. Wind ( 160) Is a downkwd rainy. 3. Loads shown are based on a minimum (2) 2x6 carrying member. For single 2x carrying members (min. 2xG), use 10d x 1'/V nails and use 0.67 of the table value. For (212x4 carrying members, multiply the download by 0.50. 4.1 Gd sinkers (0.148' dia. x 3'/4' long) may be substituted fcr :he specified 16d commons at 0.35 of the table bad. 5. Tabulated hip and jack allowable loads assume tnat 75% of the total bad is distributed 10 the hip and 25% to tho jack. It rs permitted to distribute 65% to 85% of the tabulated iota] load to the hip, and the remaining percentage of total load to the jack. The comblred hip and jack bad may not exceed the published Total Load. 6. For terminal hips, divide the total allowable bad by 2 to determine the aaowagle bad for each hip. 7. Truss chord cross -grain tension may limit allowable bads in accordance with ANSVTPI 1-2014. Simpson Strorg- Tie` Connoctor Selector` software includes the evaluation of cross -grain tension in its hanger allowable loads. For additional information, contact Smpson Strong -Tie. 8. Nails: 16d = 0,162' dla. x 31h' long, 10d x 1'h' = 0.148' da. x 1 h' long. See pp. 26-27 for other nail sizes and information, M IL 247 VALLEY FRAMING & BRACING DETAIL Lumber Size and Grade Minumum Requirements t board_ 2d (min) ui SoadKm Fine a beoer. Rafter spaN 2D'-0' Or lest- (A) 2,S SPR, S F a1/e2, 0f a2 or better 9) li SP A S/F 9110k 01 al or bentr FurOm/ L%eral bracing_ 2.6 9*02. NF A DF e2 or betrar Slatpais_ ZAvAdth of rafter son an) SFF 83 or better 2 parallel 24SFF e3 CrlpPies and b1Dr21na- 2x6 5FF e3 w Yeller Tram Set— See delgp -Southern pint Material FUDGE 90" 0SK6) TRUSS TRUSS UNDER VALLEY FRAMING VALLEY RAFTER OR RIDGE hm "CRIPPLE Cripples W- O" for 30 psf (TL) and 20 psf (TD) Max. spas. Um dpp- for aach row starting from the valleys or sleepers and working Inward to the ridge board to that cripple locations are staggered between row*. r 0" 0 C.(Typ) Connection Requirement Notes I I 1.-W'rafters to ridge 4 16d toe -nails. Attachment can be made directly Z. trlppleto ridge 4 16d toe-mits or through plywood sheathing 3. Cilpple to rafter 416d toe -nails by cutting a 2"x6" notch in sheathing ('•) g 16d faa-rails Ll. - 4. Rafter to sleeper or blocking 516d toe-nalb Rafter to two 2x6 sleepers. 4 16d too-NIIS S. Sleeper to twos 4 16d toe -tails Two 2x6 sleepers to truss 3 16d toe -rails each sleeper 11 truss Ridge board to roof block 416d toe -nails 7. Ridge board to truss 416d toe -nails A. Plurm to ( Typ) 316d toe -mils 9. Tn si to blocking 416d toe -tails 10, Truss to cripple 416d toe -rails 11. 12 1 Truss to cripple CA le to ur6n 416d toe-nalls 316d toe-nalls spasm 2A" O. C. (worse'. ro am"no aPpuaa! (NOT REOUVIED IF SLEEPERS ARE USED) - p GENERAL NOTES CRIPPLE, BRACING, & BLOCKING NOTES 13• Collar beam to rafter 4lid toe -nails NOTE: 16d (0. 162•t0.5') COMMON NAILS Purled requlrad 2'-0" O.C. in absence of plywood ahnthing. 10,contbtuous tatereil mitnhn (CLR) min, is required for cripples B-0' to 10'-0' IV Trusses without sheathingappliedmustbeevaluatedaccordingly. nailed wf 2.10d (0.148`x3) nulls Or 2xA -r or scab ninforcemenl nailed to flat go Purling should owriap sheathing am taus spacing minimum, of cut ple'with 10d 0.12e'0.0') nails et i' ac T or irab must be 907E of cri p ppN RIn cases that this is knpracOW; overlap sheathing a minimum Cripples over 10' -long requrs two CLFre or both face* wf -r ar scab. 'Use srre3sM at 6', add rid upwards through *heathing Into puitin with a graced lumber i box or common nails - minlmum of etc 0.111'x25") common who nails: 44anrow edge of cripple can face rtdgo or rafter. Effects of not providing sheathing below a vaney set as long as the proper number of nails on mist be iviluated 6y the building designer. installed Into rldge.board This drawing applies to valleys with the following conditions: anstaU blocking under rafter If Weapons are not used. spans (distance between hoots) 40'-0" or lass ansla0 Dloeking under cripples if cdpplos fan between Maximum valley height W-O' lower truss top chords and lateral bracing Is not iwd. attaxMum moan"roof height: 30 teat -Apply all nailing in accordance to current NOS requirements, JLSCE 7.05, 146 mph, Enclosed. Cat 11, Exp 6,1=1.0, KitalA Nulls an common win nails uNass noted osherwbe. L,/ r A Maximum of ASCE 7-10, 3g0 mph, Enclosed, blp D, It:K1.0 _ ` H, v - v (A) I(B) (a•) 1110o- 11W Are Dv rnta of oat navaa l OecWWrZ FM= That tR = m ALL carnzA IIDS Dt lu— lK 06IML m! ! Tr,a.a repro h f"r tbp RMs'b NO. iU861 i Tt: LL 20130 40 54 REr VALLEY' FRAMING DATE 10/ill f14 aara. on h.," Q .a,.r.us. .r. .ram f.dw .., Meet trod, .r sal ckaw, oava..,t $ar.tT 1„f.,.tr., by to ..v Kr p+a.s la•.r tas..ao wa - TIC DL 10 20 7 T DRWG VACJV1801015 Yteaa MN aMeY., tap lra ND Mvrie na Mav' aea lull l,.re YwerlY tt.0.4 Np! tbp LeeaYry a1..w1 rb- perrwnt l.tarat vot-mW •ebr a 1 1%.. ir.ehe auatt.4 Peer. aa7' :eev- la, 17 3ho. tl appllo•He. Appr r•tw b .tole faQ • STATE OF BC DL 0 0 0 0 d I O 11 L I r r.... w Panbe., 1— aw. w ... a. JIA a D.. . ,....: raw ..'.ra, s •CJ ae^ 'a d—,oa tea-x i r+w.re we. posed K A r BC LL 0 0 0 0 Il l AN frWt3DrawNTatrr, r, atNda, M rTN ,,.,L a,C rare .Ot uw reap..,ale / 4vw ere w.My, wfaeve .e r to tva h m n .r..nc .etaatom L .. r r..laa"{,D, hrrllaen a svany w e...v.a V 4 OR r••••••• eTOT. LD. 30 00 47 61 A awl ow traslreahe . ever w onto ere l'mf+o s,eeaa.a *,d mw o..f vereasuirl orrN, s wee. w .r «.ley ar! L \V DUP. FAC. 125/ 1. 15 aeflraar lace v..'a. orate, tieY r. D - p- e Or r prMfQ/ITI t Lri M L tY NCSPACING SEEAHOVE frotx. ND ¢lfFr- „an Mar,yern a.f uY }tY yewral „atw .na wow a.a Wr* use, w..a..neaoa Tn ....ttrr..o, eau ....s vr•.a, ran ...aaaf.a.y r.... ---- Cracked or Broken Member Repair Detail Load Duration = 0% This drawing specifies repairs for a truss with broken chord m..hor forces may be Increased for Duration of Load or web member. This design Is valid only for single ply trusses with 2x4 or 2x6 broken members. No more than one break per chord panel and no more than two breaks per truss are allowed. Contact the truss manufacturer for any repairs that do not comply with this detail. B) = Damaged area, 12' max length of damaged section L) - Minimum palling distance on each side of damaged area (B) S) = Two 2x4 or two 2x6 side members, some size, grade, and spp ecies as damaged member. Applyy one scab per face. Minimum side member length(s) _ (2)(L) + (B) Scab member length (S) must be within the broken panel, Nall Into 2x4 members using two (2) rows at 4' o.c., rows staggered. Nall Into 2x6 members using three (3) rows at 4' o.c., rows staggered. Nall using 10d box or gun malls (0,128'x3', min) Into each side member. The maximum permitted lumber grade for use with thisdetailIslimitedtoVisualgrade81andMSRgrade1650f. 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. s L L 4' o.c. Typical ~ O + O + O + O O + O + O + O + 1 2' F— Stagger Back Face IOd Box (0.128' x 3', min) Nallsl Front Face 2x4 Member _ Double Row Stoggerf 2x6 Member irl le Row Staggere Nail Spacing Detail VAaoe.. IM AND MUN ALL was aw MS DeAVDo M,MTAlw., Iu"M Txn DRAW= M ALL CWRACTO! D"VG M D1ITAUln swan nNv .*t c•rc h f•rrx•ttia h.,atiD. ti.tc cti b= ecfr, to - f.u.. th. 1•t..t .eu.,..f IKsI a,aro anpor.,.t sN. t aniy Trl ..w twa n...?.t, AIr etleu rrb /• r.rltrwhl 1Mt. I,.iatlr,.. a.n• , ryt. r .tMr.br. Lar NO. .hll hv..WN•/oiW[ J4I1=.. t11 L 11r1r r+bn b.MHrtwXUCNRn_ Fr Mwr •fNMMYN '. 4'"A M.r..•wMCXX 17 urons. • e M_. ..shrr.^d — ri J." D.W.&--5 bfu. M M uM-I far tt•orrt r1.4mdtlrrAlrh., Mbl.n N ITV I.A" Das..nmt."I.r Ma ,wt .e —0—bl. ftr MV— I AN ITW COMPOM Ur •••.hµ •.,f f•1,r. t. l,/ li W tw. h co. er,t ra..nl, AWSIRm t r fv h" d.rrtw. A .w ., tIr t.•ti r w.rr•p. a.+•v tAh a.wp h+a.w •u.rtro N rfvf••+•,,•l N W M'O D.wr — P.._ ibmovAlc in i Iar- uy ttnCV. 4 th M>Odwtl1H 13319L.A.1T.0a,h. y .,fr•.tM ... W. )AI. e., I t.r rr..pp u,. TM .r wtln ErN My. Aq N'NS ALrD ...Atah.h..a.nl Trl ....i"tWW SIV. .Ai...M+Mtry.,'p, ICO ...laawrral Maximum Member Axial Force Member Size L SPF-C HF DF-L SYP Web Only 2x4 12' 620# 635# 730# 800# Web only 2x4 18' 975# 1055# 1295# 1415# Web or Chord 2x4 24, 9750 1055# 1495# 1745# Web or Chord 2x6 1465# 1585# 2245# 2620# Web or Chord 2x4 30' 1910# 19600 2315# 2555# Web or Chord 2x6 2230# 2365# 3125# 3575# Web or Chord 2x4 36' 2470# 2530# 2930# 3210# Web or Chord 2x6 3535# 3635# 4295# 4745# Web or Chord 2x4 42' 29754 3045# 3505# 38354 Web or Chord 2x6 4395111 4500# 5225# 5725# Web or Chord 2x4 48, 3460# 3540# 4070# 4445# Web or Chord 2x6 5165# 5280# 1 6095# 6660# L n.te,c MnMw+ ) 1 la,Y.w 1 Trt.,r. REF MEMBER REPAIR DATE 10/ 01/ 14 DRWG REPCHRD1014 24. 0' MA 11 \ S IC: SHMUNG DEIAZL- RE.COM-MENDED 'SHORING DETAIL mm 150,04 CAPACITY POSTSr-IR - --4'0 OiC. 7 NOTE., IF PALLETS'OF CON STRUCTION MATERIAL WEIGHING MORE THAN 5000 ARE TO BE PLACED -ON FLOOR TRUSSES, SHORING IS REOUIPED. N CONCENTRATED LOAD.DUE TO,UPPER-FLOOR CONSTRUCTION MATERIAL. PROVIDE 2'0' CLEAFtANCE'ON:ALL SIDES'OF A-PALLET.,MAXIMUM HEIGHT PER PALLtT -IS 20000. LOAD MUST BE -SPREAD OVER AT LEAST 2-TRUSSES. NOTE: SEE APPROPRIATE ALPINE,DRAWrNO..FOR.LUMBER. PLATES AND OTHER DATA NOT SHOWN "ERE. tildine Mnierini Wis. NOTE: SHORING, MATERIAL ANO LABOR 1/ 2" gypsuidbd. - 2.2 psrl I!?".layer TO -INSTALL AHD-70 RrMOVE THIS HA7EnIAI_' 1S'.TO BE SUPPLIED 5/ 811 gypsum bd. - 2.8 ' Psf 1518-11 lnycr BY THE CONTRACTOR. Al 811 cane. block- 60 pif%S"iiycf 2- ., 0- 0 MINIMUM SUBFL00R,_' UNDEALAYMENT- 2) - 2X6 HEADER - 4 X 4 OR (2) -2X4-X4' QNOER TRUSSES, .' WHE-N.1_'BH0RING POSTS @ :4.' 0 O. C ..f IS RE00-10ED''.- 91APAr_ y*. 7 CLEAR SPAN PLT. TXP.- ALPINE SCALE NONE qEF DETAIL DATE 05/02/96 L IN E ftcommen ded ORW lIC12396074 aiss TRESSS ALPINE Nr If'.v ra.osrry Ci n /n fnrm Minn• Customer., vlCarpenter Contractors of America Job Number: N333522 JobDescription: VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RA01 Address: City, State, Zip: Alpine, an ITW Company 6750 Forum Drive, Suite 305 Orlando, FL 32837 Phone: (800)755-6001 alpineitw.com Name, Address and License # of Structural FOR if one exists for the building: Name: License #. Address: City, State, Zip: State Job Engineering Criteria: Design Code- FBC 6th Edition (2017) View Version: 17 02.02.0211.16 JRef#. lWa089750097 Wind Standard: ASCE7_10 Wind Speed (mph): 150 Roo(Load (pst) - 20.00-10.00- 0.00- Floor Load (pso: 40.00-10.00- 0 00- 5.00 5.00 This package contains a job notes page, 61 truss drawings and 10 details. Item Seal # Truss 1 124.18.1238.28736 FT1 3 124 18.1238 28580 MA 5 12418.1238.28737 FT2 7 124.18.1238.29266 FT3 9 124.18.1238.29203 FT4 11 12418.1238.29204 FT6 13 124.18.1238.28862 FT7GE 15 124.18.1238.29440 FT10G 17 124.18.1238.28907 A2 19 124.18.1238.29328 A4 21 124.18.1238.29749 A5GA 23 124.18.1238.28704 G2 25 124.18.1238.29141 G4G 27 124.18.1238.29859 C1G 29 124.18.1238.29875 D2 31 124.18.1238.29001 L1 33 124.18.1238.29454 H 1 G 35 124.18.1238.28861 V2 Item Seal # Truss 2 124.18.1238 30326 MG 4 124.18.1238 28735 FT1GE 6 124.18.1238.29828 FT2GE 8 124.18.1238.28878 FT3G 10 124.18.1238.29499 FT5 12 124.18.1238.29140 FT7 14 124 18 1238.29780 FT8G 16 127.18.0808.22825 A 1 18 124.181238.29438 A3 20 124.18.1238.29375 A5G 22 124.18.1238.29719 G 1 24 124.18.1238.29265 G3 26 124.18.1238 28938 FG1 28 124.18.1238.28970 D1 30 124.18.1238.28985 D3G 32 124.18.1238.28750 L2G 34 124.18.1238.J9R61rs L. V3ent has beenetectronieaty 36 124.18.1238.2QM,iitVdani3itsi5itinittlire. Printeri copie2 wi h3ut an oriainal sionatilre musl vc •cnucu uauau um unyn crcuruuu. Version. 05/07/2018 GE1V5f ••,fC'' No.708fi1 STATE OF r ssIONAI. Florida Certificate of Product Approval #FL1999 Printed 5/7/2018 12:28 15 PM Alpine, an ITW Company 6750 Forum Drive, Suite 305 Orlando, FL 32837 Phone: (800)755 6001ALPINE un•.vra•..nvn a Ipineitw.COm Site Information: Customer. Carpenter Contractors of America Job Number.' N333522 JobDescnption: VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RAO1 Address City, State, Zrp- Item Seal # Truss 37 124.18.1238.29329 MG1 39 124.18.1238.29609 MV1 41 124 18 1238.29173 ERA 43 124.18.1238.29360 E.12 45 124.18.1238 29764 CJ5S 47 124.18.1238 29032 CJ3A 49 124.18.1238.29282 CJ1S 51 124.18.1238.29062 CJ3 53 124 18 1238.29156 EJ74 55 124 18 1238.29750 CJ34 57 124.18.1238.28688 HJ7 59 124.18.1238 29610 HRA 61 124.18.1238.28877 HJ2 Item Seal # Truss 38 124.18.1238.29812 MV2 40 124.18.1238.29671 EJ7 42 12418.1238.28876 ERS 44 124 18 1238 29453 CJ5A 46 124 18 1238.29655 CJ3S 48 124.18 1238 29437 CJ1A 50 124.18.1238.29205 CJ5 52 124.18.1238.29578 CJ1 54 124.18.1238.29641 CJ54 56 124.181238.28738 CJ14 58 12418.1238.29313 HJ74 60 124 18 1238 28751 HJ7S This dxament has been etectronicaly Mgnerl aiKirv) a nigitai Ngnahere. Printed copies vAth]ut an original sionature must be verified asirtathe original electronic version. _ H. C' E INS ti No. 70861 STATE Of f o Fss/ o4.o0 ONAI. 05/ 07/2018 Florida Certificate of Product Approval #FL1999 Printed 5f7/2018 12,28:15 PM Job Number. N333522 I Ply 1 I SEQN: 1631 / T17 SY42 Cust R8975 JRef lWa089750097 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RA01 Oty: 9 FROM PFH DrwNo. 124.18.1238.28736 Truss Label: FT7 KM / PPH 05/04/2018 T 1 50 I T 8-1"8 + 10'6"10 ' 18'8"10 8'1"8 2'5"2 82" 2,6„ _-}-_ 2'6"12 — _+_— 2'6"12 --- TYP) 4X6 1.5X3 =4X4 =W=3X4 A B C D E II WA\M•- 2'T12 --}-- 2'6"12 3X3 4X4 1114X6 F G HI JK 7- T 1 I IA vv v U I a n U r- ' ry Ivl L 1.5X3 =4X6 =4X4 1111.5X3 1111.5X3 11115X3 1111.5X3 =4X4 =4X6 1111.5X3 1112X4 = W=3X6 18'8"10 Loading Criteria (psq Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria • Maximum Reactions (Ibs) TCLL: 40.00 Wind Std. NA Pg' NA Ct NA CAT. NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL 10.00 Speed: NA mph Pf NA Ce: NA VERT(LL): 0 233 R 939 360 X 1030 / - / - / - / - / 7.3 BCLL 0.00 Enclosure: NA Lu. NA Cs: NA VERT(TL) 0.506 F 602 240 J 1013 / - / - / - / - / 3.0 BCDL. 5.00 Category: NA Snow Duration. NA HORZ(LL) 0.039 M - X Min Brg Width Reg = 1.5 EXP: NA HORZ L : 0.062 B J Min Br Width Re 1.5DesLd: 55.00 Mean Height. NA ff ) g q g Code / Misc Criteria CreepFactor 2 0 Bearings X 8 J are a rigid surface. NCBCLL 2. 00 TCDL NA psf Bearing X requires a seat plate. Soffit: 2.00 BCDL: NA psf Bldg Code. FBC 6th.ed 201 Max TC CSI: 0.874 Load Duration 1 00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI 0 997 Spacing: 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.605 Members not listed have forces less than 375# Loc. from endwall. NA FT/RT 12(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens Comp I: NA GCpi: NA Plate Type(s): Wind Duration NA WAVE VIEW Ver: 17 02 01A.1115.21 A - B 0 -723 F - G 0 -2720 Lumber B -C 0-1916 G-H 0 -2037 C- D 0- 2669 H- 1 0 - 786 Value Set 13B (Effective 6/1/2013) D - E 0 -2669 1 - J 0 -850 Top chord 4x2 SP #2 N .T2 4x2 SP #1. E - F 0 - 2927 Bot chord 4x2 SP #1 :B2 4x2 SP #2 N: Webs 4x2 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Lumber value set "13B" uses design values Chords Tens.Comp. Chords Tens. Comp approved 1/30/2013 by ALSC W- V 1435 0 R- O 2927 0 Plating Notes V- U 2398 0 O- P 2474 0 All plates are 3X4 except as noted. U - T 2398 0 P - O 2474 0 T- S 2925 0 O- N 2474 0 Additional Notes S- R 2927 0 N- M 1600 0 2x6 #3 HEM -FIR or better continuous strongback. Attach to each truss where shown with 3-1Od Box or Maximum Web Forces Per Ply (Ibs) Gun nails (0.128"0",min ) Strongback material to Webs Tens.Comp. Webs Tens. Comp be supplied by erection contractor.`ittttlmiu/r rnA - X 0 -1008 F - Q 11 564 Truss must be installed as shown with top chord up. PM H i, A-W 1151 0 O-G 447 0 W - B 0 - 1131 G - N 0 -675 40 N =• - 0 S C` •. ^ B - V 763 0 N - H 694 0 y•• ' Y V-C 0 -744 H-M 0 -1190 O. 70S _ C- T 471 0 M -J 1270 0 T - E 0 -618 SAT IFS •••....,..-• G co ' aA riONAL 05/ 07/2018 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, installingand bracing Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) f r safety practices prior to performing these functions Installers shall provide temporarryv bracin per BCSI.. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachgd rigid ceilin locations shown forpermanent Iatgral restraint of webs shall have brawn Installed p r BCSI sections $3, B7 or B10, as appllca Qe. Applgy plates to each face of truss and position as shown above and on the Joinl9Details, un ess noted otherwise. kefer to ALPINE drawings 160A- ZforstandardplatepositionsAlpinQ, a division of ITW Building Components Group Inc shall not be responsible for any deviation from this drpwinu any failure to build the µ,rwc , MST in conformancewithANSIgPI1, or for handliriq shipping, installation and bracing of trussesA seal on this dr wing or cover page , , 2400 Lake Orange Dr. listingthis drawing,indicates acceptance of pro essiona engineering responsibility sole) for the des' n shovTn. The su' abili Suite Lake and se of this awing for any structure is the responsibility of the Building Desigrier per'ANSIITPI 1 Sec.2. ty150 For more information see thisjob's general notes page and these web sites ALPINE: www.al ineitw.ccm; TPI, www t inst or , SBCA www sbandust .com; ICC: www iccssfe org Orlando FL, 32837 Job Number: N333522 Ply: 1 SEQN. 43939 / T71 / SY42 Cust RR8975 JRef. 1 Wa089750097 VARIOUS ,9A6/9A7 ,258SE/258MA1258TA ,RA01 Oty, 1 FROM.RDG DrwNo: 124 18 1238.30326 Truss Label: FT1G SN / WHK 05/04/2018 8'1"8 10'7" 8 14'9" i 18'8"10 8'1"8 2,6„ 4'1"8 + 3'11"10 -1 8 r f — 2,6" -- -f-- 2,6"12 _ -}_— 2,6„12 -- F-- 2,6"12 --}-- 3 1 1„2 5 TYP) 6X6 1 5X3 =-5X5 =6X6 1114X6 W=3X4 =_ 6X6III3X4 —= 4X10 1116X8 A B C D E F H I JK IN, M CC tC + I VANNOVI", 18'8"10 18'8"14 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL 4000 Wind Std, NA Pg: NA Ct: NA CAT. NA PP Deflection In loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL. 1000 Speed: NA mph Pf: NA Ce: NA VERT(LL) 0.266 E 821 360 X 1176 / - / - / - / - / 7.3 BCLL: 000 Enclosure: NA Lu. NA Cs NA VERT(TL). 0.508 E 583 240 J 1563 / - / - / - / - / 3.0 BCDL 5.00 Category: NA Snow Duration. NA HORZ(LL): 0 024 M - - X Min Brg Width Reg = 1.5 Des Ld. 55.00 EXP: NA HORZ(fL) 0 033 M - - J Min Brg Width Reg = 1.5 Code / Misc CriteriaNCBCLL: 10.00 Mean Height NA ft TCDL NA psf Creep Factor: 2.0 Bearings X 8 J are a rigid surface Soffit: 2 00 BCDL: NA psf Bldg Code: FBC 6th ed 201 Max TC CSI. 0 885 n 9 q es a seat plate. Bearing X requires Load Duration 1.00 MWFRS Parallel Dist: NA TPI Std 2014 Max BC CSI: 0.933 Members not listed have forces less than 375# Spacing: 24.0 " C&C Dist a NA ft Rep Factors Used: Yes Max Web CSI. 0.687 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), VIEW Ver 17.02.02C.0211.16 A - B 0 -911 F - G 0 -4066WindDuration: NA WAVE Lumber B- C 0 -2472 G- H 0- 3576 C- D 0- 3556 H- I 0- 3559 Value Set. 13B (Effective 6/1/2013) D - E 0 -4117 1-1 0 - 1484 Top chord 4x2 SP #1 E - F 0 -4068 Bot chord 4x2 SP 2400f-2.OE :B1 4x2 SP #2 N, 84 4x2 SP #1. Webs 4x2 SP #3 :W21 4x2 SP #2 N: Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens. Comp Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC W - V 1816 0 R - O 4117 0 V-U 3012 0 O-P 4127 0 Special Loads U- T 3012 0 P- O 3872 0 Lumber Dur Fac.=1.00 / Plate Dur.Fac.=1.00) T - S 3013 0 O - N 3872 0 TC From 100 plf at 0.00 to 100 plf at 18.61 S - R 4105 0 N - M 2847 0 BC: From 10 plf at 0.00 to 10 plf at 18.30 TC 695 lb Conc. Load at 14.63 Maximum Web Forces Per Ply (Ibs) Plating Notes µti+++trrrurfrt/rr r/''' Webs Tens.Comp Webs Tens Comp. All plates are 3X6 except as noted. A - X 0 -1128 Q - E 135 - 404 4,, p 1 'i A-W 1346 0 E -P 278 -544 Additional Notes `GE SF W _ B 0 - 1368 P - G 462 0 2x6 #3 HEM -FIR or better continuous strongback. ; r •• B - V 992 0 G - N 0 -449 Attach to each truss where shown with 3-1Od Box or ; % V - C 0 -794 H - N 0 647 Gun nails (0. 1 28"x3", min). Strongback material to O. 708 C - S 813 0 N - 1 1194 0 be supplied by erection contractor. _ D 0 -1043 I - M 0 - 2061 Truss must be installed as shown with top chord up. * r = D - R 452 - 89 M - J 2165 0 a` SAT 0 'Q ECOA00NAIL RrM 05/07/2018 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, handlingp shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI an c7 SBCA) fi5 safety practices prior to performing these functions. Installers shall provide temporary bracln per BCSI Unless noted otherwlse,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattachdri9IdcellinLocationsshownforpermanentlateralrestraintbfwebsshallhaybraacminstalledprBCSIsections53, B7 or B10 as applicaffle. Appigy plates to each face. of truss and position as shown above and on tfle Joint9Details, un(ess noted otherwise. Refer to'ALPINE drawings 160A-Z for standard plate positions Alpine, a division of ITW BU 1ildl1nccL ComponentsGroup InC. shall not be responsible for any deviation from this dr?wing anyy failure to build the truss In conformance with ANSI/TPI 1, or for handlfn shipping, installation and bracing trussesA this dir wingg M rt,,,CD,,,,,,r,, of sealonlistingthisdrawing, indicates acceptance of pro) essional en meering responsibility sole) for the design shovJn. and useofthisawingforanystructureistheresponsibilitoftheBuildingDeslgrSerperYANSI/TPI 1 Sec. or cover pagge , , The suitability 6750 Forum Drive Suite 305 For more information see this fob's general notes page and these web sites ALPINE www.alptneitw cam TPI www tpinst orp SBCA: www.sbundustry coin ICC ww icrsafe.org Orlando FL, 32821 Job Number: N333522 Ply 1 I SEQN: 1632 / T9 / SY42 I Cust RR8975 JRef. 1WaO89750097 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RA0l Qty. 1 FROM. HMT DrwNo: 124.18 1238 28580 Truss Label: FT1A KM / WHK 05/04/2018 8'1"8 9'8"8 18'5"9 4' 8 t — 2'6" --{-- 2,6"12 2.6"12 --{ 1'4' 8 91,10 2'6"12 —'}'— 2'6"12 TYP) 4X6 1.5X3 4X4 1111.5X3 3X6 5X8 III2X4 A B C D E F G H I J T mNXL V\/ N N. X W V U T S R Q PO N ML K 1.5X3 4X6 4X4 1111.5X3 1111.5X3 1111.5X3 4X6 1114X6 III2X4 W=3X6 1111 5X3 177' 15 17' 101 Loading Criteria (psf) Wind Criteria TCLL 40.00 Wind Std NA TCDL. 10.00 Speed NA mph BCLL. 000 Enclosure. NA BCDL: 5.00 Category: NA Des Ld: 55.00 EXP: NA Mean Height: NA ft NCBCLL. 1000 TCDL: NA psf Soffit, 2.00 BCDL NA psf Load Duration: 1 00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft Loc. from endwall- NA I: NA GCpr NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/112013) Top chord 4x2 SP #2 N Bot chord 4x2 SP #1 .132 4x2 SP #2 N: Webs 4x2 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Dur.Fac.=0.90 / Plate Dur.Fac.=0.90) TC From 100 plf at 0.00 to 100 plf at 18.34 BC: From 10 plf at 0.00 to 10 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 be supplied by erection contractor. Truss must be installed as shown with top chord up 18' 5"9 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W X 976 / - / - / - / - / 7.3PfNACe: NA VERT(LL) 0.147 S 999 360 Lu. NA Cs NA VERT(TL). 0.382 D 877 240 L 3174 / - / - / - / - / 5 7 Snow Duration NA HORZ(LL). 0.027 B - - X Min Brg Width Req = 1 5 HORZ(TL): 0 045 L L Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor. 2.0 Bearings X & L are a rigid surface Bldg Code. FBC 6th ed 201 Max TC CSI. 0 744 Bearing X requires a seat plate. TPI Std: 2014 Max BC CSI. 0 963 Rep Factors Used: Yes Max Web CSI: 0.627 Members not listed have forces less than 375# FT/RMaximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp Chords Tens Comp Plate ype(s10(0) Plate Type(s): VIEW Ver: 17 02 01A 1115.21 A - B 0 -679 E - F 0 - 2628 B-C 0 -1787 F -G 0 -2199 WAVE C- D 0- 2444 G- H 0- 1359 D - E 0 -2633 sIN;••GE o. 40841 a • • SAT 0 ; Qt w S 0 tiN Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp W- V 1347 0 O- 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 - O 2502 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A- X 0- 955 F- O 0 477 A- W 1082 0 O- G 494 0 W-B 0-1061 G-N 0 857 B- V 697 0 N- H 946 0 V- C 0- 676 H- L 0- 2428 C-T 398 0 L - 1 0 781 T- D 54 - 486 1- K 396 0 R - F 539 -156 COA N Al. 05/07/201 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, handlingg shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI an a SBCA) (isr safety practices prior to performing these functions. Installers shall provide temporarryY bracin per BCSI.. Unless noted olherwise,top chord shall have properix attached structural sheathing and bottom Chord shall have a properlyattachudrigidceilingLocationsshownforpermanentlateralrestraintbfwebsshallhavebraacininstalledperBCSIsectionsB3, B7 or 910, as applica a Apply plates to each face of truss and position as shown above and on the Joini9Details, unless noted otherwise. Defer to ALPINEdrawings160A-Z for standard plate positions Alpine, a division of ITW Buildl1'nccL CComponents Group Ins. shall not be responsible for any deviation from this drpwin any failure to build the w,i„,co~ truss in conformance with ANSIlTP1 1, or for handlirtp, shipping, installation and bracing of trussesA seal on this dr wirfg or cover pa4e, , 2400 Lake Orange Dr. listin this drawing, indicates acceptance of pro essiona en ineering res onsibilitcyv sole) for the desi n shown. The suiAbilf 9anduseofthisawingforanystructureisperesponsibilityoftheBuildingDesigrierperyANSI/TPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites: ALPINE. www.al ineitw com, TPI www t inst.or , SBCA: www sbcindus com: ICC: www.iccsafe org Orlando FL, 32837 Job Number: N333522 Ply. 1 SEON. 1634 / T8 / SY42 Cust R R8975 JRef, 1 WaO89750097 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RAO1 Oly: 1 FROM: PFH DrwNo: 124.18.1238.28735 Truss Label: FT1GE KM / WHK 05/O4/2018 j 2 1'9" 8'0"10 18'5"2F g 8.10 5'0"14 10'4'8 3'8 11'3..12 6'5"14 ,+"— 2,6" —+_ 2'6"12 _'{_ 27'4 —'+"— 2'5"8 TYP) f -- 2' 11- --)- 1'4- -1 TYP) W=3X4 3X4 o3X4 o4X6 -3X6 r34X6 A B C D E G H I J 6X6 K LM S R Q P O N Z Y X W v T -4X6 -4X6 -3X4 -6X6 1112X4 a3X4 1- 18'8"10 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 Pg NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 1000 Speed: NA mph Pf. NA Ce NA VERT(LL) 0.048 P 999 360 Z 62 1- / - / - / - 17.3 BCLL: 0.00 Enclosure: NA Lu NA Cs: NA VERT(TL): 0.191 P 920 240 Z• 510 / - / - / - / - / 108 BCDL: 5.00 Category: NA Snow Duration. NA HORZ(LL): 0 007 0 - - L 1335 / - / - / - / - / 3.0 Des Ld 55.00 EXP: NA Mean Height: NA It HORZ(TL) 0.017 0 Z Min Brg Width Req = 1.5 NCBCLL 1000 TCDL' NA psf Code / Misc Criteria Creep Factor 2 0 Z Min Brg Width Req = - Soffit 2.00 BCDL NA psf Bldg Code: FBC 6th ed 201 Max TC CSI 0.836 L Min Br Width Re 1 5gq = Load Duration: 1 00 MWFRS Parallel Dist: NA TPI Std 2014 Max BC CSI: 0 724 Bearings Z, Z, & L are a rigid surface. Spacing 24.0 " C&C Dist a NA It 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 jiChords Tens Comp Chords Tens. Comp Lumber Value Set 13B (Effective 6/1/2013) G-H 745 0 J -K 0 -1997 H - I 745 0 K - L 0 - 1097 Top chord 4x2 SP 2400f-2.OE :T1 4x2 SP #1: 1-1 0 -1241 Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Lumber value set 13B" uses design values Chords Tens Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC S- R 570 0 Q- P 1937 0 Special Loads R- Q 1937 0 P- 0 2034 0 Lumber Dur Fac.=1.00 / Plate Dur.Fac.=1 00) TC From 300 plf at 0.00 to 300 plf at 16.15 Maximum Web Forces Per Ply (Ibs) TC: 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 I - R 1064 0 TC 574 lb Conc. Load at 16 15 MtllnlrrtUrfrr,rri Y - B 0 -434 R - J 0 - 1074 Plating Notes lr S 0 1520OLS2089O1636 All plates are 1 5X3 except as noted. 0 Additional Notes. \\G S41 •1 % Maximum Gable Forces Per Ply (Ibs) See ANSI/TPI 1 Sect 7 for additional bracing Gables Tens.Com Gables Tens. Comp. p' requirements. Bracing material to be supplied by = O• 708 ) C - X 0 -409 E - V 0 -428 erection contractor. s • W 0 -390 Truss must be Installed as shown with top chord up * • SAT 0 'Q FsStiff QNAI. cOAtift'7, rntnlpjl*, a` 05/ 07/2018 WARNING' READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fa rlcatin , handlin&q shipping, installingand bracing Refer to and follow the latest edition of BCSI (Building Component SafetyInformation, by TPI an SBCA) fbr safety practices prior to performing these functions. Installers shall provide temporarryy bracin per BCSI. Unless noted olherwise,top chord shall have proper)Y attached structural sheathing and bottom Chord shall have a progefly attached riggidceilingLocationsshownforDermanentlateralrestraintbfwebsshallhavebracininstalledperBCSIsectionsB3, B7 or B10 as applicable. Apply plates to each face or truss and position as shown above and on the aoin(9Details, unless noted otherwise. Refer to drawings 160A- Z for standard plate positions. ALPINE At in , a division of ITW BU rIldl1nccL CComponenisGroup Inc shall not be responsible for any deviation from this drawin any failure truss in conformance with ANSI/TP1 1, or for handling shippingQ, Installation and bracing of.trussesA seal on this dr2winq to build the µ111m,,,,v,, or listing this drawing indicates acceptance of pro) essionar en ineering responsibilitty solely for the desi n shown. and useofthisdrawing, forany structure is the responsibilityof the Building Desigrfer per ANSI/TPI 1 Sec.2. cover pa e , , 2400 Lake Orange Dr. The suit9ability9Suite150 For more information see this job's general notes pago and these web sites' ALPINE www al ineitw.com: TPI, www t inst or . SBCA w .sbandust .com, ICC: www iccsafe org Orlando FL, 32837 Job Number: N333522 Pty. 1 I SEQN. 1635 / T6 / SY42 Cust R R8975 JRef 1 Wa089710097 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RAO1 Qty 5 FROM: RDG DrwNo: 124.18.1238.28737 Truss Label: FT2 KM / WHK 05/04/2018 6'10"8 } 8'8" + 15'6"8 6'10"8 1'9"8 6'10"8 4 —+ 1'4"8 —{ - 1'4"8 +— 2'6"12 --{ T'P) 4X6 1.5X3 III1.5X3 III1.5X3 A B C D E F G IS R 1.5X3 =4X4 1112X4 Loading Criteria (psf) Wind Criteria TCLL. 4000 Wind Std: NA TCDL, 1000 Speed. NA mph BCLL: 0.00 Enclosure. NA BCDL: 5.00 Category: NA EXP NA Des Ld 5500 Mean Height: NA It 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 #2 N Webs 4x2 SP #3 Lumber value set "'I 3B" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 3X4 except as noted. Additional Notes 2x6 #3 HEM -FIR or better continuous strongback. Attach to each truss where shown with 3-10d Box or Gun nails (0.128"x3",min.). Strong back material to be su lied b erection contract r C 1111.5X3 D N L 1111.5X3 4X6 1.5X3 H 4X4 JI1.5X3 1112X4 15'6"8 Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria Maximum Reactions (Ibs) Pg NA Ct: NA CAT. NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL W Pf: NA Ce NA VERT(LL). 0 117 D 999 360 S 841 / - / - / - / - 7.3 Lu. NA Cs NA VERT(TL): 0.240 D 999 240 J 841 / _ / _ / _ / _ 7.3 Snow Duration. NA HORZ(LL)' 0.024 K - - S Min Brg Width Reg = 1.5 HORZ(TL): 0.036 B J Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor 2.0 Bearings S 8 J are a rigid surface Bldg Code. FBC 6th ed 201 Max TC CSI: 0 587 Bearings S 8 J require a seat plate. TPI Std 2014 Max BC CSI: 0.812 Rep Factors Used: Yes Max Web CSI 0 434 Members not listed have forces less than 375# FT/RT 12(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp Chords Tens. Comp. Plate Type(s) WAVE VIEW Ver, 17 02.01A.1115.21 A - B 0 -572 E - F 0 - 1920 B -C 0 -1455 F -G 0 -1455 C- D 0 -1920 G- H 0 - 572 D - E 0 -1926 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp Chords Tens Comp. R-Q 1132 0 N-M 1772 0 Q -P 1772 0 M-L 1772 0 P-O 1772 0 L -K 1132 0 O - N 1926 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. tM1i111ttOyrirurr, A - S 0 - 822 N - F A R 912 0 F L 453 - 49 pv y o do N ////i r. R - B 0 - 890 L - G 512 - 489 Truss must be installed as shown with top chord up. ' 6 _+•W H. _ r i yam. B - B 512 0 L - K 0 890 3 V.•';G' E 3F ,. *': Q- C 0 -489 K- H 912 0j! VC-O 453 -49 H -J 0 -822 i 0.7108 1 SAT 0 tQ lit`s •(...r..t.•'' COAc,7/ONAL rarntot w1e 05/07/2018 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 shippin installing and bracing.Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracin per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a properyy attachd rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insl lled per BC I sections B3, B7 or 810, asapplicable. Apply plates to each face or truss and position as shown above and on the aoinl9Details, unless noted otherwise. Refer to ALPINE drawings160A-Z for standard plate positions. Alpine, a division of ITW Buildl'n44CComponents Group In, shall not be responsible for any deviation from this dr?wing anv failure to build the o,,,,,, trussinconformancewithANSIh21, or for hantllin4, shipping, installation and bracing of,lrussesA seal on this dr8wi v or cover page, , 2400 Lake Orange Dr listingthisdrawing, indicates acceptance of roTessionar en ineerin_q responsibilittyv solely for the design sho wing The suitability 9 and use of this drawing for any structure is the responsibility of the Building Desigrier per ANSI/TPI 1 Sec.2. Suite 150 For more information see thisjob's general notes page and these web sites: ALPINE www at inedw com. TPI www.t inst or , SBCA. w .sbundusl com; ICC: w imsafe org Orlando FL, 32837 Job Number: N333522 I Ply: 1 I SEQN' 1636 / T4 / SY42 Cusl. R R8975 JRef. 1 WaO89750097 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RA01 Qly 1 FROM: RDG DrwNo: 124 18 1238.29828 Truss Label' FT2GE KM / WHK 05/04/2018 T 1, H 2'11"12 1.2••1 157 15' "8 1'9" 12'2"4 Y"1 r 13'5"12 TYP) 4 112X4 A B c 0 E F G H I J K LM Loading Criteria (psi) Wind Criteria TCLL: 40.00 Wind Std: ASCE 7-10 TCDL 1000 Speed 150 mph BCLL: 000 Enclosure: Closed BCDL 500 Risk Category II Des Ld: 55.00 EXP C Mean Height 15 00 It NCBCLL 1000 TCDL4 2 psf Soffit 2.00 BCDL: 3.0 psf Load Duration 1 00 MWFRS Parallel Dist: 0 to h/2 Spacing 24 0 " C&C Dist a: 3 00 ft Loc from endwall: Any GCpi 0 18 Wind Duration. 1 00 Lumber Value Set 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set "l3B" 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 Our Fac.=1.00 / Plate Our Fac.=1 00) TC From 291 plf at 0 00 to 350 plf at 588 TC: From 387 plf at 5.88 to 387 plf at 942 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. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See ANSI/TPI 1 Sect 7 for additional bracing requirements Bracing material to be supplied by erection contractor. Truss must be installed as shown with top chord up Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs), or'=PLF Fig NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W Pf NA Ce: NA VERT(LL) 0.002 B 999 360 0' 382 / 31 / 31 /- / - Lu. NA Cs: NA VERT(TL) 0 008 B 999 240 Wind reactions based on MWFRS Snow Duration. NA HORZ(LL). 0 001 AA - - 0 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 201 Max TC CSI 0.424 186 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) FT/ RT.20(0)/10(0) Webs Tens Comp. Webs Tens Comp Plate Type(s) A -AA 23 -405 Z - B 82 -449 WAVE VIEW Ver: 17 02 01A.1115 21 i o. 708 1 o t SAT O Q C COA 05/ 07/2018 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp C - Y 72 - 431 H - T 67 482 D - X 67 - 440 I - S 67 445 E - W 67 - 477 J - R 69 424 F- V 67 -518 K-Q 81 434 G - U 67 - 519 L - P 58 386 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 ComponentSafetyInformation, by TPI an r7 SBCA) for sa ety practices prior to performing these functions. Installers shall provide temporary bracinperBCSIUnlessnotedoyherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachodrigqidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavbrawninstalledperBCSIsSctionsB3, B7 or B1 Q as appllcaole. Apply plates to each face, of ttruss and position as shown above and on tI a aoinf9Details, unless noted otherwise Refer to ALPINE drawings 160A-Z for standard plate positions AlpinQ, a division of ITW BuildinggComponents Group InC. shall not be responsible for any deviation from this drpwin any failure to build the µrr",Ce,,,,,r,,, truss inconformancewithANSIPI1, or for handling, shipping, installation and bracing of,trussesA seal on this dr wing or cover page, . 2400 Lake Orange Dr listing thisdrawing, indicates acceptance of proTessionaf en ineerinq responsibilitty solely for the design sho wing The suitability 9 and use of this r7 awing for any structure is p e responsibil: of the Building Des igrier per ANSUTPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites ALPINE' www alpmeitw cam. TPI www tDinst are. SBCA www sbcmdustr cam ICC anew icrsafn n.a Orlando FL, 32837 Job Number. N333522 Ply 1 SEQN: 1637 / T10 / SY42 Cust R R8975 JRef. 1 Wa089750097 VARIOUS ,9A6/9A7 ,258SE/258MA1258TA ,RA01 Qty 4 FROM. RDG DrwNo' 124.18 1238 29266 Truss Label: FT3 KM / WHK 05/04/2018 6'10" 8 8'5"12+ 15'2"12 6' 10"8 17 4 69" F -- 2'6" -}-- 2'6"12 —+ 1'4°8 - { I- 1'4„8 ---- 2,612 TYP) 4X6 1.5X3 1111 5X3 III 1.5X3 -4X6 A B C D E F G H I 5_[2 90 12 R Q P O N M L K J I 1.5X3 =4X4 1112X4 Loading Criteria (psi) Wind Criteria TCLL: 40.00 Wind Std NA TCDL: 1000 Speed NA mph BCLL. 000 Enclosure: NA BCDL 500 Category NA EXP: NA Des Ld: 55.00 Mean Height: NA It NCBCLL 10.00 TCDL NA psf Soffit. 200 BCDL NA psi Load Duration: 1.00 MWFRS Parallel Dist. NA Spacing 24 0 " C&C Dist a NA It Loc. from endwall. NA I: NA GCpi NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 3X4 except as noted. Additional Notes 2x6 #3 HEM -FIR or better continuous strongback Attach to each truss where shown with 3-10d Box or Gun nails (0.128" x3",min ) Strong back material to be supplied by erection contractor Truss must be installed as shown with top chord up III2X4 15'2"12 Snow Criteria (Pg,Pr in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg. NA Ct: NA CAT NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W R 831 I - / - / - / - / 7 2PfNACeNAVERT(LL) 0.115 E 999 360 LuNA Cs' NA VERT(fL): 0 221 E 999 240 1 831 / - / - / - / - / 3 5 Snow Duration NA HORZ(LL): 0 023 J - - R Min Brg Width Req = 1 5 HORZ( TL) 0 033 B I Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor. 2 0 Bearings R & I are a rigid surface Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.512 Bearing R requires a seat plate. TPI Std 2014 Max BC CSI 0.769 Rep Factors Used. Yes Max Web CSI. 0 428 Members not listed have forces less than 375# 10( 0) FT/RT: Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp Chords Tens Comp. PlateTypepe(s): VIEWVer17. 02.01A.111521 A-B 0 -%4 E-F 0 -1875 B- C 0-1430 F -G 0 -1430 WAVE C- D 0 -1875 G-H 0 -562 D - E 0 -1880 r._ W. . err ri i o. 708 1 o' t• SAT O 9161, S/ pNAL COA #0°*4fwtnp oo 05/ 07/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens Comp Q- P 1116 0 M-L 1738 0 P- 0 1738 0 L- K 1738 0 O- N 1738 0 K-J 1115 0 N- M 1880 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp Webs Tens. Comp A- R 0 -812 M -F 425 59 A- Q 899 0 F- K 0 475 Q- B 0- 876 K- G 500 0 B- P 499 0 G- J 0 878 P- C 0- 476 J- H 896 0 C - N 425 - 59 H - 1 0 807 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling 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 bracin per BCSI Unless noted olherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a properly attachld rigid ceiling Locations shown for permanent lateral restraint of webs shall hav bracin installed per BCSI sections B3, B7 or 810, asapplicaaApplyplatestoeachfaceoftrussandpositionasshownaboveandontIaaoinl9Details, unless noted otherwise. Refer to ALPINE drawings160A-Z for standard plate positions. Alpine, a division of ITW Build ncLComponents Group In, shall not be responsible for any deviation from this drawin any failure to build the _N Co~ trussinconformancewithANI/TPI 1, or for handlin sc ippin , installation and bracing of,trussesA seal on this dr wing or cover page .. 2400 Lake Orange Dr. listingthisdrawing, indicates acceptance of ppro essiona en meenri responsibilittyy solely for the design shown. The sui?ability g andseofthisr7awingforanystructureisfheresponsibilityoftheBuildingDesignerperANSIlfPI1Sec.2. Suite 150 For more information see thisjob's general notes page and these web sites ALPINE www al ineitw.com, TPI www t inst or ; SBCA wwwsbcindustrycom,ICC wwwiccsafe.org Orlando FL, 32837 Job Number: N333522 VARIOUS ,9A6/9A7 ,258SE/258M/V258TA .RA01 Truss Label: FT3G Ply: Qty- 1 1 SEQN: 1638 / FROWRDG T5 / SY42 Cust. R R8975 JRef 1 Wa089750097 DrwNo 124.18.1238.28878 KM / WHK 05/04/2018 6'10" 8 6512 11'1 "4 15212 6' 10" 8 17-4 1 27 8 4' 1 "8 F 8j- 2 6 --1-- 2 6 12 --+-- 1 4 8 -{ 1 - T'P) 1.5X3 =4X4 =4X6 1111.5X3 1111.5X3 =3X4 1112X4 =4X6 A B C D E F G H I 0. IA\6FII IIII IR • P • Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL 1000 Speed: NA mph BCLL. 000 Enclosure. NA BCDL 5.00 Category NA EXP' NA Des Ld 55.00 Mean Height NA ft NCBCLL: 1000 TCDL: NA psf Soffit: 2.00 BCDL: NA psf Load Duration 1 00 MWFRS Parallel Dist: NA Spacing, 24.0 " C&C Dist a. NA It Loc from endwall NA I NA GCpi: NA Wind Duration. NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #1 Bot chord 4x2 SP 2400f-2 OE Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Dur Fac.=1.00 / Plate Dur.Fac =1 00) TC: From 180 plf at 0.00 to 180 plf at 8.48 TC From 100 plf at 8.48 to 100 plf at 15.10 BC: From 10 plf at 0.00 to 10 pit at 15.10 TC. 465 Ib 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. IIIZA4 15712 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg. NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL W Pf: NA Ce: NA VERT(LL): 0.242 E 723 360 R 1442 / - / _ / _ / - 7 2 Lu: NA Cs NA VERT(TL). 0 368 E 574 240 J 1670 / - / - / - / - 3 5 Snow Duration NA HORZ(LL): 0 030 B - - R Min Brg Width Req = 1 5 HORZ(TL): 0.038 B J Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor: 2.0 Bearings R 6 J are a rigid surface Bldg Code- FBC 6th.ed 201 Max TC CSI: 0.897 Bearing R requires a seat plate TPI Std: 2014 Max BC CSI: 0.693 Rep Factors Used: Yes Max Web CSI: 0 869 Members not listed have forces less than 375# FT/RT:12(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens. Comp. Plate Type(s): WAVE VIEW Ver: 17.02.01A.1115.21 A - B 0 -973 E - F 0 - 3286 B-C 0-2484 F -G 0 -3123 C -D 0-3272 G-H 0 -3123 D- E 0- 3287 H- 1 0- 1146 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens. Comp. Q- P 1942 0 N- M 3287 0 P- 0 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 40p101/1111glrrrnry r' A- Q 1552 0 G- L 0 - 578 If l 4 i,; Q- B 0 -1538 L- H 1233 0 B- P 883 0 H- K P- C 0 K- 1 0- 1836 r\.••'"••. V i•{j E S l % 846 C - N 859 0 1 - J 1826 0 0 - 1624 05/07/2018 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 shippin installing.and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) for safety ractices prior to performing these functions Installers shall provide temporarybracinperBCSIUnlessnotedotherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattachdrigL]id ceiling Locations shown for permanent lateral restraint of webs shall have bracn installed per BCSI sections B3, B7 or 910, as app icable. Apply plates to each face of truss and position as shown above and on the Joinl9Detalls, unless noted otherwise. Refer to ALPINEdrawings160A-Z for standard plate positions Alpine, a division of ITW BuildlnccL Components Group In . shall not be responsible for any deviation from this drawin any failure to build the M VVCtrussinconformancewithANJI/TPI 1, or for handling, shipping, installation and bracing of trussesA seal on this clawing or cover page ? ability 2400 Lake Orange Dr. listingthis drawing indicates acceptance of pro) essionar engineering responsibility solely for the design shov7n. The suitabilityanduseofthisdrawing, for any structure is the responsibility of the Building Desigrier per ANSI/TPI 1 Sbc.2. Suite 150 For more information see this ob's general notes page and these web sites ALPINE www.at inedw corn, TPI. www.t inst.or , SBCA www.sbdndustry corn, ICC w iccsare org Orlando FL, 32837 Job Number, N333522 Pty: 1 SEON 1639 / T57 / SY42 Cust. R R8975 JRef• 1 WaO89750097 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RA01 Oty, 2 FROM: RDG DrwNo. 124.18.1238.29203ITrussLabel: FT4 KM / WHK 05/04/2018 s12 SO 1 6'10"8 1 9'3"12 + 14'10"12 610"8 12'5"4 57' 1— 2'6" —'}'— 2,612 —+ 1'4"8 —{ TYP) 4X6 1 5X3 = 3X4 III 1.5X3 1114X6 A B C D E FG HI Loading Criteria (psf) Wind Criteria TCLL 40.00 Wind Sid. NA TCDL: 1000 Speed, NA mph BCLL, 0.00 Enclosure: NA BCDL. 5.00 Category. NA EXP: NA Des Ld: 55.00 Mean Height: NA ft NCBCLL 10.00 TCDL' NA psf Soffit, 200 BCDL. NA psf Load Duration. 1 00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a NA It Loc from endwall NA 1' NA GCpi NA Wind Duration: NA Lumber Value Set. 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Bot chord 4x2 SP #1 Webs 4x2 SP #3 Lumber value set 1313" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 3X3 except as noted. Additional Notes 2x6 #3 HEM -FIR or better continuous strongback. Attach to each truss where shown with 3-10d Box or Gun nails (0 128"x3",min.). Strongback material to J III1.5X3 14'10"12 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Fig NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W R 817 / - I - / - / - / 7.3Pf. NA Ce: NA VERT(LL): 0.159 D 999 360 Lu- NA Cs. NA VERT(TL) 0.349 D 678 240 H 804 /. / - / - I - / 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 201 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# FT/RT.12(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): VIEW Ver: 17.02.OtA.1115.21 A - B 0 -552 E - F 0 - 1482 B-C 0 -1396 F-G 0 -596 WAVE C -D 0-1783 G-H 0 -641 D -E 0-1789 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens. Comp Q- P 1093 0 N- M 1789 0 P- 0 1700 0 M- L 1785 0 O-N 1700 0 L -K 1198 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp Webs Tens Comp. A-R 0 -798 C -N 410 -110 A-Q 881 0 E-L 0 -575 be supplied by erection contractor. Q - B 0 - 858 L - F 461 0 Truss must be installed as shown with top chord up. `P•' y'%, B - P 482 0 F - K 0 - 884 rii P- C 0 -468 K- H 958 0 E o. 708 1 ot• SAT O = F COA ao° SrsS,/ONA%. 05/07/2018 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, installingand bracing. Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI anSBCA) g safety practices prior to performing these functions. Installers shall provide temporary bracm perBCSI. Unless noted oyherwise,top chord shall have proper)y attached structural sheathin and bottom chord shall have a pro erly attachd rigidceilingLocationsshownfornermanentlatgralrestraintbfwebsshallhavbraawninstalledperBCSIsectionsB3, B7 or 910, _ as applicafsle. ApplyplatestoeachfaceoftrussandpositionasshownaboveandonttaJoin(9Details, uless noted otherwise Refer to ALPINE drawings 160A- Zforstandardplatepositions. Alpinq, a division of ITW Buildl'n44ccompongnts Group InC. shall not be responsible for any deviation from this dr?win any failure to build the truss in conformancewithANI/$ l 1, or for handling shipping, installation and bracing of.trussesA seal on this drawing or cover pa e Ability 2400 LakeOrange Dr. listing this drawingindicatesacceptanceofproessionaenineerinqresponsibilitty solely for the desi n shown. The suiAbility 9 and use ofthisgnawingforanystructureistheresponsilbIIVoftheBuildingDesigrferper1ANSI/TPI 1 Sec.2. Suite 150 For more information see thisjob's general notes page and these web sites• ALPINE. www al ineitw com; TPI: www.t inst or , SBCA: www.sbundust com. ICC: w .iccsafe.org Orlando FL, 32837 Job Number: N333522 Ply. 1 SEON 1640 / T7 / SY42 Cust RR8975JRef, 1WaO89750097 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA .RA01 Oty. 5 FROM: RDG OrwNo: 124.18.1238 29499 Truss Label: FT5 KM / WHK 05/04/2018 00 i 5'6" 1 7'3"4 1 11'4"12 5'6" 1'9"4 r 4'1"8 TYP) 3X6 = 3X4 1.5X3 =3X4 =3X4 1111.5X3 = 3X4 =1.5X3 A B C D E F i lim 1— i IIII 1! III 1.5X3 1112X4 1112X4 Loading Criteria (psf) Wind Criteria TCLL, 4000 Wind Std: NA TCDL 10.00 Speed NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA Des Ld: 55.00 EXP: NA Mean Height NA ft NCBCLL: 1000 TCDL NA psf Soffit. 200 BCDL. NA psf Load Duration 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA It Loc from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Value Set 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC Additional Notes See ANSI/TPI 1 Sect 7 for additional bracing requirements Bracing material to be supplied by erection contractor. Truss must be installed as shown with top chord up. 11'4" 12 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Fig NA Ct NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL W Pf NA Ce: NA VERT(LL) 0.079 C 999 360 N 620 I • / - / - / - 7 3 Lu: NA Cs. NA VERT(TL): 0.173 C 999 240 H 607 / - / - / - / - 3.5 Snow Duration, NA HORZ(LL): 0.021 B - - N Min Brg Width Req = 1.5 HORZ(TL): 0.033 B H Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor, 2 0 Bearings N 8 H are a rigid surface Bldg Code: FBC 6th.ed 201 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 Camp Plate Type(s): WAVE VIEW Ver 17 02 01A 1115.21 A-B 0 -394 D-E 0 -994 B-C 0 -917 E -F 0 -381 C-D 0 -1001 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp M -L 779 0 K -J 1001 0 L- K 1004 0 J- I 770 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp Webs Tens. Comp. A-N 0 -602 E - 1 0 -618 A- M 629 0 1- F 606 0 M-B 0 -612 F -H 0 -557 r.uenlw..... J - E 445 0 o. 708 1 o t SssATO COA #o'*400 10 05/07/201 a WARNING' READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatin , handlingg shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byY TPI an SBCA) fbr safely practices prior to performing these functions Installers shall provide temporarryy bracing per BCSI Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a properlyattachedrigidceilingLocationsshownforpermanentlateralrestraintOfwebsshallhavebracinginstalledperBCIsectionsB3, 87 or 910, as applicatfle. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise Defer to ALPINEdrawings160A-Z fpr standard plate positions. AlpinQ, a division of ITW Build1n4c ComponQnts Group In, shall not be responsible for any deviation from this drawing any failure to build the µ00.,,,,,,, truss in conformance with ANSI/TPI 1, or for handllrlq shipping, installation and bracing of trussesA seal on this dr wing or cover page , . 2400 Lake Orange OrlistingthisdrawingindicatesacceptanceofroTessionarenineerinlyresponsibilittyysole) for the design shovTn. The sui ability Suite 150anduseofthisdrawingforanystructureistheresponsibilityoftheBuildingDesigrferperANSIITPI1Sec.2. For more information see this lob's general notes page and these web sites: ALPINE: www.elpmeaw.com: TPI: www.tpmst org: SBCA www sbandustry com, ICC www.iccsafa.org Orlando FL, 32837 Job Number: N333522 I Ply: 1 SEON. 1641 / T2 / SY42 Cush R R8975 JRef, 1 WaO89750097 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RA01 Oty. 1 FROM: RDG DrwNo. 124.18.1238 29204 Truss Label: FT6 KM / WHK 05/04/2018 5'6" 5'6" TYP) 7'0"12 11'4"8 1'6"12 4'3"12 1iF' 3X6 =3X3 1.5X3 =3X4 =3X4 III1.5X3 =3X3 1113X6 A B C D E F GH Loading Criteria (psi) Wind Criteria TCLL. 4000 Wind Std: NA TCDL: 1000 Speed NA mph BCLL: 0.00 Enclosure: NA BCDL. 5.00 Category: NA Des Ld. 5500 EXP NA Mean Height: NA ft NCBCLL: 1000 TCDL NA psf Soffit' 2.00 BCDL: NA psf Load Duration 1 00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft Loc. from endwall. NA I: NA GCpi: NA Wind Duration NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Additional Notes See ANSI/TPI 1 Sect 7 for additional bracing requirements. Bracing material to be supplied by erection contractor Truss must be installed as shown with top chord up. I 1111.5X3 11'4"8 3 T in Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg. NA Ct NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL W Pf: NA Ce: NA VERT(LL) 0.077 L 999 360 O 625 1. / - / - / - 7.3 Lu' NA Cs: NA VERT(TL). 0.154 C 999 240 G 610 /. / - / - / - 3.3 Snow Duration: NA HORZ(LL): 0 018 B - - O Min Brg Width Reg = 1 5 HORZ(TL): 0.029 B G Min Brg Width Reg = 1.5 Code / Misc Criteria Creep Factor 2.0 Bearings O & G are a rigid surface. Bldg Code FBC 6th.ed 201 Max TC CSI: 0.639 Bearing O requires a seat plate. TPI Std: 2014 Max BC CSI. 0 698 Rep Factors Used: Yes Max Web CSI: 0.319 Members not listed have forces less than 375# FT/RT-12(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens Comp. Plate Type(s) WAVE VIEW Ver 17 02 01A 1115.21 A -B 0 -398 D -E 0 -1020 B- C 0- 929 E- F 0 - 406 C -D 0-1026 F -G 0 -448 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. N- M 785 0 L- K 1026 0 M- L 1028 0 K- J 851 0 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. Webs Tens. Comp. A- O 0- 607 K- E 377 0 A- N 635 0 E- J 0 - 640 N -B 0 -616 J-G 669 0 SF ., 3y N;•-AGE 0. 708 1 _ o• SAT O •Q IFS • ........••'' G s Ai L COA •N 05/07/2018 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 shippin installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI an a SBCA) for safety ractices prior to performing these functions. Installers shall provide temporarryY bracm per SCSI Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom Chord shall have a properly attachod ri9gid ceiling Locations shown for permanent lateral restraint 6f webs shall have bracin Installed per BCSI sections B3, 87 or 810aoin(9Details, as appllcarne. Apply plates to each face oftrussand position as shown above and on the unless noted otherwise Refer to' drawings 160A•Z for standard plate positions ALPINE Alpine, a division of ITW Buildl'ng Components Group InC shall not be responsible for any deviation from this drpwin any failure to build the trssinconformancewithAN11/TPI 1, or for handlincL shipping, installation and bracing of,lrussesA eal on this dr wing or cover page , • listingthisdrawing, indicates acceptance of proq'essfonaQ en ineering responsibilitty solely for the design shown. The sui Qability anduseofthisdrawingforanystructureisp e responsibility the Building DesigrSer ANSIlTPI 1 9ec.2. 2400 Lake Orange Dr. 9Suite 150 ofperFor more information see this job's general notes page and these web sites ALPINE www.al ineitw.com, TPI www t inst,or : SBCA www sbcindust .corn; ICC: www.iccsafe org Orlando FL, 32837 Job Number: N333522 Ply. 1 SEON 1642 / T1 / SY42 Cust RR8975 JRef: 1WaO89750097 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RA01 Oly 10 FROM. RDG DrwNo 124.18.1238 29140 Truss Label: FT7 KM / WHK 05/04/2018 T OD 1 5'6" 5'6" 4"8 TYP) 3X6 1.5X3 =3X4 A B 7' 1 "2 11'4"10 172 4'3"8 1i''i - 5' i 3X3 3X4 III15X3 =3X3 III3X6 C D EF GH O N Zve M ov. L K J 1 1.5X3 - - ona =ono = 3X4 m i 5X3 1112X4 T 1 11'4"10 Loading Criteria (psq Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL 4000 Wind Std NA Pg: NA Ct NA CAT NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL W TCDL 1000 Speed: NA mph Pf: NA Ce NA VERT(LL) 0.078 L 999 360 O 6/ / / BCLL 0.00 Enclosure NA Lu NA Cs: NA VERT TL . 0 157 C 999 240 G 609 / - / - / - / 7.2 3.0CategoryNABCDL' 5.00 g ry EXP NA Snow Duration. NA HORZ(LL). 0.018 B - - 0 Min Brg Width Req = 1.5 Des Ld 55.00 Mean Height: NA ft HORZ(TL). 0 029 B G Min Brg Width Req = 1 5 NCBCLL 10.00 TCDL. NA psf Code / Misc Criteria Creep Factor 2 0 Bearings 0 & G are a rigid surface. Soffit: 2.00 BCDL. NA psf Bldg Code FBC 6th.ed 201 Max TC CS I 0.643 Bearing 0 requires a seat plate. Load Duration: 1 00 MWFRS Parallel Dist: NA TPI Sid. 2014 Max BC CSI 0 705 Spacing 24.0 " C&C Dist a NA ft Rep Factors Used Yes Max Web CSI: 0 320 Members not listed have forces less than 375# Loc. from endwall: NA FT/RT:10(0) Maximum Top Chord Forces Per Ply (Ibs) I. NA GCpi NA Plate Typepe(s)- Chords Tens.Comp. Chords Tens Comp. Wind Duration NA WAVE VIEW Ver 17 02 01A 1115.21 A - B 0 -399 D - E 0 - 1025 Lumber B- C 0 -933 E- F 0 -403 Value Set. 13B (Effective 6/1/2013) C -D 0 -1031 F-G 0 -449 Top chord 4x2 SP #2 NBotchord4x2 #2 N Maximum Bot Chord Forces Per PI Ibs WeWebs 4x2 SP #33 Chords Tens Comp. ChordsP Tens. Compp Lumber value set "13B" uses design values N - M 788 0 L - K 1031 0 approved 1/30/2013 by ALSC M - L 1033 0 K - J 854 0 Additional Notes See ANSUf1 Sect 7 for additional bracing Maximum Web Forces Per Ply (Ibs) requirementss Bracing material to be supplied by Webs Tens Comp Webs Tens Comp erection contractor A- 0 0 -609 K- E 381 0 Truss must be installed as shown with top chord up A - N 637 0 E - J 0 -642 N - B 0 -618 J -G 672 0 0. Z08 1 a t SAT O A- A # t dH,$ N+w.mauw>A 05/ 07/2018 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) for safety practices prior to performing these functions. Installers shall provide temporarryY bracinperBCSIUnlessnotedotherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachodrigqidceilingLocationsshownfornermanentlateralrestraintofwebsshallhavebracininstalledperBCSIsectionsB3, 87 or B10, asappllcableApplyplatestoeachfaceoftrussandpositionasshownaboveandontheJoinDetails, unless noted otherwise. Beier to ALPINE drawings160A-Z for standard plate positions Alpine, a division of ITW Build Com onents Group In, shall not be responsible for any deviation from this drewin anyy failure to build the trussinconformancewithANSI/TPI 1 or for handlin4 shipping, installation and bracing of,trussesA seal on this drewlrfq or cover page . , u Mcowun listing this drawing, Indicates acceptance of roessional en ineering responsibilitty solely for the desi n shovdn. The suitability 2400 Lake Orange Dr. and use of this drawing for any structure is tphe responsibilit of the Building DesigrSer per ANSI/TPI 1 Sec.2. Suite 150 or more information see this job's general notes page and these web sites ALPINE, www alp nedw corm, TPI www tpmst org; SBCA www sbandustry com: ICC www mrsafe ora Orlando FL, 32837 Job Number: N333522 Ply: 1 SEON• 1643 / T13 / SY42 Cust: R R8975 JRef. 1 WaO89750097 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RA01 Oty 1 FRORDGM: DrwNo: 124 18 1238.28862 Truss Label: FT7GE KM / WHK 05/04/2018 1'9" 2'11"12 S3"2 6'9"2 8'4"2 11'1"2 1'4"14 t'2"12 2,3"6 1.6 1'7" 2.9„ 2 1.3" -- i P 1 pp gg 1'2"12 9"14 f-•'1 )"'i F' 1.2..6 1'3" 1.7" 1.2„2 'i F- 1'2"6 —I 04A B C 1114X4 1113X4 D E F 3X33X3 Ill3X6 =6X6 G H I J K m 1 i P O N M L T S R O 1114X4 6X6 1112X4 —3X4 53"14 61" -i 1 1'4"14 Loading Criteria (psf) Wind Criteria TCLL, 4000 Wind Std: ASCE 7-10 TCDL. 10.00 Speed: 150 mph BCLL 000 Enclosure. Closed BCDL 5.00 Risk Category. II EXP: C Des Lc: 55.00 Mean Height: 15.00 It NCBCLL 10.00 TCDL 4 2 psf Soffit: 2.00 BCDL: 3.0 psf Load Duration: 1 00 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc from endwall: Any GCpi: 0.18 Wind Duration: 1.00 Lumber Value Set 13B (Effective 6/l/2013) Top chord 4x2 SP #1 32 4x2 SP #2 N: Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Dur Fac =1.00 / Plate Dur.Fac.=1.00) TC: From 291 plf at 0 00 to 350 plf at 588 TC: From 387 plf at 5.88 to 387 pif at 11 28 BC: From 10 plf at 0.00 to 10 plf at 1097 Plating Notes All plates are 1.5X3 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See ANSI/TPI 1 Sect 7 for additional bracing requirements Bracing material to be supplied by erection contractor. Provide for complete drainage of roof. Truss must be installed as shown with top chord up Snow Criteria (Pg.Pf in PSF) Fig, NA Ct NA CAT: Ni Pf: NA Ce. NA Lu NA Cs. NA Snow Duration NA Code / Misc Criteria Bldg Code' FBC 6th ed 201 TPI Std 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s)' WAVE Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(I-Q. 0.053 N 999 360 VERT(TL): 0 213 N 554 240 HORZ(LL): -0.011 J - - HORZ(TL): 0 026 J Creep Factor: 2.0 Max TC CSI. 0.881 Max BC CSI: 0.908 Max Web CSI: 0 760 Maximum Reactions (Ibs), or'=PLF Loc R /U /Rw /Rh /RL /W T" 316 /29 /30 /- /- /60.7 P 1158 199 195 / - / - / 6.4 J 1330 / 112 / 102 / - / - / 3.2 Wind reactions based on MWFRS T Min Brg Width Reg = - P Min Brg Width Req = 1.5 J Min Brg Width Reg = 1.5 Bearings T, P. & J are a rigid surface Bearings T & P require a seat plate. Members not listed have forces less than 375# VIEW Ver. 17.02.01A.1115.21 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp. f • ` ' ••l I : • o. 708 1 o SAT O i ' v coA aSs ONAI. EN t S1HS/ 11 W 05/ 07/2018 E - F 220 -1200 H - 1 211 - 1099 F - G 226 - 1233 1 - J 204 - 1069 G - H 205 - 1076 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp P - O 420 - 86 N - M 1238 - 227 O - N 1233 - 226 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A- T 119 -655 E-0 1239 -214 A - S 576 -117 O - F 135 - 824 S - B 116 - 453 M - J 1597 - 305 P - E 203 -1200 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens Comp C - R 94 - 425 1 - M 184 - 913 D - 0 80 - 444 WARNING' READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shi pin installing and bracing Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI an c7 SBCA) fb 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 proper y attach tl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sQctions B3, B7 or B10 as app ice a AppTy plates to each faceof truss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildl'n3Components Group Ine shall not be responsible for any deviation from this drpwinq any failure to build the iw rrw CO~ truss in conformance with ANV PI 1, or f(or handling s ippinq, Installation and bracing of,trussesA seal on this dr8winq or cover page , . 2400 Lake Orange Dr. listing thisdrawingindicatesacceptanceofpro-fessionar en ineenng responsibilittyy solely for the de si n shoM7n. The suiCability Suite 150 and useofthisdrawing, forany structure is fhe responsibility of the Building Desigrfer per ANSI/TPI 1 S%c.2. For more information see this job's general notes page and these web sites ALPINE www aipineitw com. TPI: www.tpinst.org: SBCA: www.sbundustry com; ICC, www.iccsafe.orq Orlando FL, 32837 Job Number: N333522 Ply: 1 SEON, 1644 / T3 / SY42 I Cust R R8975 JRef 1 Wa089750097 VARIOUS ,9A6/9A7 ,258SE/258MA1258TA ,RA01 Oty. 1 FROM: RDG DrwNo: 124.18.1238.29780 Truss Label: FT8G KM / WHK 05/04/2018 Loading Criteria (psf) Wind Criteria TCLL. 40.00 Wind Std. NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure NA BCDL 500 CategoryNA Des Ld 55.00 EXP: NA Mean Height: NA ft NCBCLL: 1000 TCDL' NA psf Soffit: 2.00 BCDL NA psf Load Duration 1 00 MWFRS Parallel Dist NA Spacing. 24 0 " C&C Dist a' NA ft Loc. from endwall. NA I: NA GCpi NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Dur.Fac.=1.00 / Plate Our Fac.=1.00) TC, From 100 plf at 0.00 to 100 plf at 3.43 BC From 10 plf at 0.00 to 10 plf at 343 TC: 610 lb Conc Load at 1 58 Additional Notes Truss must be installed as shown with top chord up. 17' 8 1'9" 11 3'5"3 17' 8 " 17'8 1' 3"12 --{ F31 VW12 1111 5X3 4X4 1111.5X3 =3X6 A B C D T in T H G F E 3X4 1112X4 III2X4 3X4 i 3'5"3 Snow Criteria (Pg,Pf in PSF) Pg NA Ct: NA CAT N/ Pf NA Ce: NA Lu. NA Cs NA Snow Duration: NA Code / Misc Criteria Bldg Code. FBC 6th.ed 201 TPI Sid: 2014 Rep Factors Used: Yes FT/ RT.12(0)/10(0) Plate Type(s). WAVE 05/ 07/2018 Defl/ CSI Criteria Maximum Reactions (Ibs) PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W H 522 / - 1- / - / - / 4.0 VERT(LL): 0 016 B 999 360 VERT( TL)' 0.028 B 999 240 E 465 / - / -- HORZ( LL): 0 002 B - - H Min Brg Width Req = 1.5 HORZ( TL): 0.003 B E Min Brg Width Req = - Creep Factor 2.0 Bearing H is a rigid surface Max TC CSI: 0.275 Max BC CSI. 0.294 Max Web CSI: 0.259 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp Chords Tens Comp. B- C 0 -391 C-D 0 -376 Maximum Bot Chord Forces Per Ply (Ibs) VIEW Ver: 17 02.01A.1115.21 Chords Tens.Comp G - F 391 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A- H 0- 494 F- D 545 0 A- G 533 0 D- E 0 - 447 G- B 0 -471 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingq shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building Component SafetyInformation, by TPI an c SBCA) fb safety practices prior to performing these functions Installers shall provide temporary) bracin perBCSIUnlessnotedotherwise,top chord shall have properly attached structural sheathing and bottom Chord shall have a proper y attach drigidceilinLocationsshownforpermanentlateralrestraintofwebsshallhavbracingqinstalledprSCSIsectionsB3, B7 or 910, as app icaaApplgjiplatestoeachfaceoftrussandpositionasshownaboveandontIaJointDetails, unless noted otherwise. Refer to ALPINE drawings 160A-Z forstandardplatepositions. Alpine, a division of ITW Buildl'npp CCompongnts Group In shall not be responsible for any deviation from this drpwin anyy failure to build the ,,,,,,,,ro,,µtruss in conformance withANSIITP11, or for handling shipping, installation and bracing of,trussesA seal on this drewing or cover pagqe , , 2400 Lake Orange Dr. listing this drawing indicatesacceptanceofproTessionarenineerinqresponsibilittyvsolelyforthedesinshovdn. The suiCability 9 and use of thisdrawing, for any structureis the responsibility of the building Desigrier per ANSIrrPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites ALPINE: www aiomeaw com. TPI' wwwAriinst ora. SBCA www sbcmdustm com. ICC www icrsafe am Orlando FL, 32837 Job Number: N333522 Ply. 1 SEQN: 1645 / T73 / SY42 fCust RR8975 JRef. 1 WaO89750097 VARIOUS ,9A619A7 ,258SE/258MA/258TA ,RA01 Qty: 1 FROM' HMT DrwNo: 124.18.1238.29440 Truss Label: FT10G KM / PPH 05/04/2018 178 2'4"7 3'11"15 17„8 + 8„15'+ 17„8 h-- 1'3"12 --{ E3'i 1,3,.12 _ 4X6 III2X4 1112X4 =3X6 A B C D T T H G F E 4X4 =4X4 1112X4 1113X3 i 3' 11 "15 -i Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 4000 Wind Sid: NA Pg: NA Ct. NA CAT NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 10.00 Speed NA mph Pf NA Ce: NA VERT(LL) 0 023 C 999 360 H 2O08 / - / - / - / - / 4.0 BCLL. 0.00 Endosure: NA Lu: NA Cs NA VERT(TL). 0.042 C 999 240 E 505 /- BCDL: Soo Category. NA Snow Duration NA HORZ(LL): -0.009 D - - H Min Big Width Req = 1 5 Des Ld EXP: NA 55.00 HORZ(TL) 0 013 D - - E Min Brg Width Req = - Mean Height. NA ft Bearing is rigidNCBCLL. 10.00 TCDL: NA psi Code I Misc Criteria Creep Factor: 2.0 9 H a Idg surface. Soffit' 200 BCDL- NA psf Bldg Code FBC 61h.ed 201 Max TC CSI: 0.860 Load Duration. 1.00 MWFRS Parallel Dist: NA TPI Std. 2014 Max BC CSI: 0.319 Members not listed have forces less than 375# Spacing, 24.0 " C&C Dist a: NA It Rep Factors Used: Yes Max Web CSI: 0.384 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) A - B 0 -416 C - D 0 -415 Wind Duration. NA WAVE VIEW Ver: 17.02.01A.1115 21 B - C 0 -438 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac =1.00) TC: From 4 plf at 0.00 to 4 plf at 4.00 BC: From 10 plf at 0.00 to 10 plf at 400 TC. 804 lb Conic Load at 0.15. 0.34, 2.15 Additional Notes Truss must be installed as shown with top chord up 0.708 i S AT 10 kr . 1 CID 05/07/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. G -F 438 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp Webs Tens. Comp. A- H 0- 2011 C- F 0 - 475 A- G 692 0 F- D 597 0 G- B 0- 450 D- E 0 - 468 WARNING' READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatlno, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporarryy bracin per BCSI. Unless noted otherwise,top chord shall have properIg attached structural sheathing and bottom chord shall have a properlyattachdrlAidcellin9LocationsshownforermanentlateralrestraintofwebsshallhavebraacninstalledperBCSIsections $3, B7 or B10, as app (cable. Apply Oates to each face orttruss and position as shown above and on the Join>9Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. ALPINEAlpint , a division of ITW Build1'n CCom onpnts GTu 1 shall not be respponsible for an deviation from this dr win any failure to build the ,nwco,,,,,,ntrussInconformancewithANSIP11orforhandOlnq, shippinq, Installation and bracingany deviation seal on this drowinq or cover page , , 2a00 Lake Orange Drlistingthisdrawingqindicatesacceptanceofpro) essionaf en ineering responsibilitty solely for the design shown. The suitability g and use of this drawing for any structure is the responsibilit of the Building Desigrfer per ANSI/TPI 1 Sgec.2. Suite 150 For more information see this job's general notes page and these web sites ALPINE: www alpineitw com TPIwww tpinst org SBCA www sbcindustry com• ICC: www iccsafe org Orlando FL, 32837 Job Number: N333522 Ply 1 SEON. 1585 / T37 / COMN Cust' R R8975 JRef. 1 WaO89750097 VARIOUS ,9A6/9A7 ,258SE/258MA1258TA ,RA01 Oty 8 FROM. PFH DrwNo: 127 18 0808 22825 Truss Label: Al SSB / WHK 05/04/2018 7'10"14 , 15' L1.2 30' 7'10"14 TV2 T 7.1.2 '}' Ti 0"14 Loading Criteria (psf) TCLL: 2000 TCDL: 17.00 BCLL' 0.00 BCDL: 10.00 Des Ld: 4700 NCBCLL' 1000 Soffit: 0.00 Load Duration 1 25 Spacing: 24.0 " 10' 10, Wind Criteria Wind Std' ASCE 7-10 Speed. 150 mph Enclosure Closed Risk Category II EXP' C Mean Height: 24.19 ft TCDL 4 2 psf BCDL. 5 0 psf MWFRS Parallel Dist 0 to h/2 C&C Dist a: 3 00 ft Loc. from endwall. not in 4 50 ft GCpi: 0 18 Wind Duration: 1.60 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #1 :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 " 138" uses design values approved 1/30/2013 by ALSC Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design m 5x5D Snow Criteria (Pg,Pf in PSF) Pg: NA Cl. NA CAT: N/ Pf. NA Ce: NA Lu' NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 61h.ed TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s) WAVE 05/07/2018 30' 10' 20' Defl/CSI Criteria PP Deflection in loc Vdefl Ll# VERT(LL): 0.126 H 999 360 VERT(TL)' 0.438 H 999 240 HORZ(LL): 0.046 H - HORZ(TL)' 0 103 H Creep Factor, 2.0 Max TC CSI: 0.936 Max BC CSI: 0.798 Max Web CSI. 0.668 VIEW Ver: 17.02.01A.1115.21 10, 30' Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1643 / 704 / 1025 / - / 287 / 4.0 F 1643 / 704 / 1025 / - / - / 4.0 Wind reactions based on MWFRS B Min Brg Width Req = 1 9 F Min Brg Width Req = 1 9 Bearings B & F are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp Chords Tens. Comp B - C 1115 - 2701 D - E 1140 - 2425 C - D 1140 - 2423 E - F 1115 - 2702 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens Comp. B - 1 2289 - 852 H - F 2291 - 852 1- H 1564 -439 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp Webs Tens. Comp. C - 1 398 - 513 D - H 902 - 422 1 - D 900 - 422 H - E 398 - 513 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 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 properly attached structural sheathing and bottom chord shall have a proper yattachodrigpidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinInstalledp8rBCSIsectionsB3, B7 or 910, asappllcaf5le. Apply plates 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 Alpine, a division of ITW Bulld1'nccL CComponents Grpup Inc shall not be responsible for any deviation from this drawin anyy failure to build the truss in conformance with ANSI/TP1 1, or for handlingq,. shippingq, installatidn and bracing of trussesA on this drgwinq µrt,,, CO~ Seal or cover pa e , , listing this drawing indicates acceptance of proTessionar en ineering responsibility solely for the desi n shovTn. The suitability anduseofthisdrawing, for any structure is the responsibilit of the Building Desigrier per ANSIITPI 1 Sec.2. 2400 Lake Orange Dr. 9Suite 150 For more information see this job's general notes page and these web sites ALPINE: www.al ineitw.com, TPI: www.t inst or : SBCA. w sbcindust com: ICC w icrsafe.org Orlando FL, 32837 8975 WaO VARIOUS 9A6 9A7 ,258SE/258MA/258TA ,RA01 I Oty 2 FROM- ROG / T36 /HIPS DrwNo: R124 18R12381 89089750097 Truss Label: A2 SN / WHK 05l04/2018 13, 17' 23'5" 6151, 4' 65" 4X10 5X8 D E 30' 30' 6—T. i 1 1' 10, 10, 10, 1" 10, 20' 30' Loading Criteria (psf) TCLL 2000 TCDL: 17.00 BCLL' 0.00 BCDL' 1000 Des Ld 47 00 NCBCLL. 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing 24 0 " Lumber Wind Criteria Wind Sid: ASCE 7-10 Speed: 150 mph Enclosure Closed Risk CategoryII EXP C Mean Height. 23.69 ft TCDL: 4.2 psi BCDL: 5.0 psf MWFRS Parallel Dist h to 2h C& C Dist a: 3 00 ft Loc. from endwall not in 9.00 ft GCpi: 0.18 Wind Duration. 1.60 Value Set: 13B (Effective 611/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #1 .B2 2x6 SP #2 N: Webs 2x4 SP #3 :W3 2x4 SP #2 N Lt Wedge 2x4 SP #3 Rt Wedge 2x4 SP #3. Lumber value set "It 313" 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. Snow Criteria (Pg,Pf in PSF) Pg: NA Cl. NA CAT: N/ Pf. NA Ce: NA Lu: NA Cs' NA Snow Duration. NA Code / Misc Criteria Bldg Code: FBC 6th ed 201 TPI Std: 2014 Rep Factors Used Yes FT/ RT:20(0)/10(0) Plate Type(s). WAVE Defl/ CSI Criteria PP Deflection in Ioc Udefl U# VERT( LL): 0.127 1 999 360 VERT( TL): 0 449 1 999 240 HORZ( LL): 0.053 1 - - HORZ( TL): 0 120 1 Creep Factor: 2.0 Max TIC CSI: 0.841 Max BC CSI, 0 831 Max Web CSI. 0.258 VIEW Ver. 17 02.01A 1115 21 O f 0. 7.08 1 SAT O 4r co ONAL 05/ 07/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1618 / 308 / 1030 / - 1254 / 4.0 G 1631 / 308 / 1030 / - / - ! 4 0 Wind reactions based on MWFRS B Min Brg Width Reg = 1 9 G Min Big Width Reg = 1.9 Bearings B & G are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - C 1040 - 2703 E - F 971 - 2359 C - D 970 - 2330 F - G 1039 - 2732 D - E 874 -1713 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - J 2309 - 796 1 - G 2334 - 824 J - 1 1727 - 518 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens Comp. C - J 302 - 465 E - 1 678 - 224 J - D 648 - 254 1 - F 301 - 464 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingg shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, byy TPI an SBCA) fbr safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigqid ceiling Locations shown for permanent lateral restraint bf webs shall have bracing installed per BCSI sections B3, 87 or 810, as appeficaf3le. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted othervvlse. Refer to ALPINE drawings160A.Z for standard plate positions Alpine, a division of ITW Buildl'ncqLccomponents Group In, shall not be responsible for any deviation from this drpwin any failure to build the µpi mr w,,, truss in conformance with AN1UTPI 1, or for handliriq shipping, installation and bracing of,trussesA eal on this dr wing or cover page, , 2400 Lake Orange Dr. listingthisdrawingindicatesacceptanceofpproTessionarenineerrn9responsibilitysolelforthedesignshoviri. The sul ability Suite 150 anduseofthisc7awingforanystructureistheresponsrbilit of the building DesigrSer pe ANSIITPI 1 Sec.2. Orlando FL, 32837 Formoreinformationseethislob's general notes pane and these web sites: ALPINE: www alpineitw com; TPI. www.tpinst.org; SBCA: www.sbcmdustry com. ICC www.iccsafe org Job Number: N333522 Ply' 1 SEQN' 1587 / T35 / HIPS I Cust R R8975 JRef 1 WaO89750097 VARIOUS ,9A619A7 ,258SE/258MAf258TA ,RA0l Oty: 2 FROM. RDG DrwNo' 124.18.1238.29438 Truss Label: A3 KM / WHK 05104/2018 Loading Criteria (psf) TC L L: 20.00 TCDL 17.00 BCLL: 0.00 BCDL. 1000 Des Ld 47. 00 NCBCLL: 1000 Soffit 000 Load Duration: 1. 25 Spacing 24 0 " 5'7" 11' 19' 24'S" 30' 5'7" 5' S" 8' r 5'S" 57' ' 1 SS00514 T2 =SSE 14 10' 10, Wind Criteria Wind Sld' ASCE 7-10 Speed 150 mph Enclosure: Closed Risk Category' II EXP: C Mean Height 23. 19 ft TCDL 4 2 psf BCDL: 5.0 psf MWFRS Parallel Dist h/2 to h C&C Dist a: 3.00 It Loc from endwall not in 9.00 It GCpi: 0.18 Wind Duration. 1 60 Lumber Value Set' 13B ( Effective 6/1/2013) Top chord 2x4 SP #2 N T2 2x4 SP #1' Bot chord 2x4 SP #1 Webs 2x4 SP # 3 W3 2x4 SP #2 N: Lt Wedge 2x4 SP #3"Rt Wedge 2x4 SP #3: Lumber value set " 13B" uses design values approved 1/30/ 2013 by ALSC Bracing a) 1X4 # 3SRB or better continuous lateral restraint to be equally spaced. Attach with (2) 8d Box or Gun nails(0 113" x2.5",min.) Restraint material to be supplied and attached at both ends to a suitable support by erection contractor. 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 47-high x 24"-wide clearance Wind Wind loads based on MWFRS with additional C&C member design Snow Criteria (Pg, Pf in PSF) Pg: NA Ct NA CAT' Ni Pf: NA Ce NA Lu' NA Cs: NA Snow Duration' NA Code / Misc Criteria Bldg Code: FBC 6th ed 201 TPI Std: 2014 Rep Factors Used: Yes FT/RT:20( 0)/10(0) Plate Type(s): WAVE, HS, 18SS 05/07/2018 30' 19 20' Defl/ CSI Criteria PP Deflection in loc Udef! U# VERT(LL) 0. 124 1 999 360 VERT(TL). 0. 446 1 999 240 HORZ(LL): 0 056 1 - - HORZ(fL): 0. 129 1 Creep Factor, 2 0 Max TC CSI: 0.865 Max BC CSI: 0 839 Max Web CSI: 0.199 VIEW Ver: 17. 02.01A 1115.21 10' 30' Maximum Reactions ( Ibs) Loc R /U / Rw /Rh /RL /W B 1599 / 437 / 1029 / - / 220 / 4 0 G 1621 / 437 / 1029 / - / - / 4.0 Wind reactions based on MWFRS B Min Big Width Reg = 1.9 G Min Brg Width Reg = 1.9 Bearings B & G are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens Comp B - C 1069 - 2660 E - F 972 - 2355 C - D 972 - 2301 F - G 1068 - 2711 D -E 933 - 1913 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - J 2273 - 829 1 - G 2318 - 856 J - 1 1952 - 635 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens Comp. J - D 502 - 134 E - 1 503 -123 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shippin installingand bracing Refer to and follow the latest edition of BCSI (Building Component Safety Information, byTPIandSBCA) Poi sarPety ractices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a propperly attache. ri g9id ceilingLocationsshownforermanentIatQralrestraintofwebsshallhaybracininslalledperBCSIsectionsP3, B7 or 910, as applicattte. Apply platestoeachfaceoftrussandpositionasshownaboveandonttaJoint9Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions ALPINE AlpinQ, a division ofITWBuild1'n$c CComponpnis Group Inc shall not be responsible for any deviation from this drpwin any failure to build the µMoo~ truss in conformance withANSI/TPI 1, or or handlin s ippin , installation and bracing of trussesA seal on this dr%wirf or cover paqe , , 2g00 Lake Orange Dr. listingthis drawing, indicates acceptanceofproessionaengineeringgresponsibilitysolelyforthedesignsho7n. The suigability 9 and se of this r7 awing for any structure is the responsibility of the Building Desiger per ANSI/TPI 1 Sec.2. w C Suite 150 For more information see this ob's general notes page and these web sites ALPINE www al ineitw.com, TPIwww t inst or : SBCA. www sbdndus com; ICC: v .iccsafe org Orlando FL, 32837 Job Number: N333522 Ply. 1 SEON: 1588 / T34 / HIPS Cust. R R8975 JRef: 1 WaO89750097 VARIOUS ,9A619A7 .258SE/258MA/258TA ,RA01 Oty. 2 FROM RDG DrwNo: 124.18 1238 29328 Truss Label: A4 KM / WHK 05/04/2018 5'11" 21' 24'1" 30' 5' 11" 9 6' 6' 3' 1" 5' 11" e4X6 =4X4 --4X6 D E F T12 424 6 O p2X4 T cal N rt) B1 H I eke A I 4X6(B2) = 5X8 _ 5X8 1 4X6(82) 30' 10, , 10, 10, 1' i 10, , 20' - 30' Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 2000 Wind Std: ASCE 7-10 Pg. NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W TCDL. 17.00 Speed 150 mph Pf: NA Ce: NA VERT(LL): 0.124 E 999 360 B 1548 / 440 / 1022/ - / 187 14.0 BCLL 0.00 Enclosure: Closed Lu. NA Cs- NA VERT(TL) 0.475 E 999 240 H 1548 / 440 / 1022/ - / - / 4.0 BCDL: 1000 Risk Category II Snow Duration. NA HORZ(LL): 0.048 J - - Wind reactions based on MWFRS Des Ld' 4700 EXP: CMeanHeight: 22 69 tt HORZ(TL) 0 117 J - - B Min Brg Width Req = 1.8 NCBCLL: 1000 Code / Misc Criteria Creep Factor: 2.0TCDL: 4.2 psf H Min Brg Width Req = 1 8 Soffit: 0.00 BCDL 5 0 psf Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.782 Bearings B & H are a rigid9gd surface. Load Duration, 1.25 MWFRS Parallel Dist: h/2 to In TPI Std: 2014 Max BC CSI, 0.806 Members not listed have forces less than 375# Re Factors Used Yes Max Web CSI. 0.340Spacing: 24.0 " C&C Dist a: 3.00 It Rep Maximum Top Chord Forces Per Ply (Ibs) Loc from endwall not in 9.00 ft FT/RT:20(0)/10(0) Chords Tens.Comp Chords Tens. Comp GCpi 0.18 Plate Type(s): Wind Duration 1 60 WAVE VIEW Ver, 17 02.01A.1115.21 B - C 1080 - 2524 E - F 989 - 2053 Lumber C - D 997 -2199 F - G 997 -2199 D - E 990 - 2053 G - H 1079 - 2524 Value Set: 136 (Effective 6/1/2013) Top chord 2x4 SP #2 N Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP #1 Webs 2x4 SP #3 Chords Tens.Comp Chords Tens Comp Lt Wedge 2x4 SP #3 ,Rt Wedge 2x4 SP #3: B - K 2147 -832 J - H 2147 -860 Lumber value set " 13B" uses design values K - J 2322 - 872 approved 1/30/2013 by ALSC Wind Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp Webs Tens Comp. Wind loads based on MWFRS with additional C&C member design. D - K 626 - 251 J - F 626 - 251 ptuumu+rrruq,, aM SF ,pCGE 0. 7.08 1 SAT O y,ati Q co '01Y AI. ENartillgr1wf10 15/07/2018 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, in*talling and bracing Refer to and follow the latest edition ofComponentSafetyInformation, by TPI an cJ SBCA) fb safety practices prior to performing these functions. Installers shall provide bracin per BCSI. Unless noted olherwise,top chord shall have property attached structural sheathing and bottom Ghord shall BCSI (Building temporalrryy have a properly attach d riggid ceiling Locations shown forpermanent latgral restraint bf webs shall have braacin installed per BCSI sections B3, B7 or 810, asapplicaf3le. Apply plates to each face of truss and position as shown above and on the Join(9Details, unless noted otherwise Refer to drawings 160A-Z for standard plate positions. ALPINE AlpinQ, a division of ITW Buildl'ng ComponeQnts Group In, . shall not be responsible for any deviation from this drffwln any failure to build the _ ,,Co,,,µ, trussinconformancewithANSIPI1, or (or handlincl shipping, installation and bracing of,trussesA seal on this Owing or listing this drawing indicates acceptance of pro15essionar en ineerinq responsibilitty solely for the design shown. anduseofthisdrawing, for any structure is p e responsibilit,7of the Building Desigrier per ANSI/TPI 1 Sec.2. cover pa e, , 2400 Lake Orange Dr. Thesuit9ability9Suite 150 For more information see this job's general notes page and these web sites: ALPINE www ai ineitw cam: TPI' www.t inst or . SBCA' www sbandustry.corn, ICC w icesafe org Orlando FL, 32837 Job Number: N333522 Ply. 1 SEQN, 1589 / T25 / SPEC Cust' R R8975 JRef. 1 WaO89750097 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RA01 Qty: 1 FROM: PFH DrwNo: 124 18 1238.29375 Truss Label: A5G KM / WHK 05/04/2018 7' 15' 23' 30' 8' -}- 7' -1 SS00712 III 3X08 //18XE10 T2 12 6 / T =4X6(C1) T a) (a) tl// c =5X5(C8) W2 T3 4X8(CB) 1 F eye A G TK1 1114XB=SS1017 III2X4=4X4(C1) 30' 1'y 6'10"4 8'1"12 8'1"12 6'10"4 1' 6'10"4 ' 15' 23'1"12 + 30' Z—'1 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 Udef! U# 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: 000 Enclosure: Closed Lu: NA Cs NA VERT(TL): 0.849 D 663 240 F 2897 / 1290 / - / - / - / 4.0 BCDL' 10.00 Risk Category: II Snow Duration, NA HORZ(LL). 0.039 C - - Wind reactions based on MWFRS HORZ(TL): 0 093 C - - K Min Brg Width Req = 3 2DesLd, 47.00 EXP. CMeanHeight: 22.19 ft NCBCLL. 1000 Code / Misc Criteria Creep Factor: 2.0 F Min Brg Width Req = 2 4 TCDL' 4.2 psf Bearings K & F are a rigid surface. Soffit 0.00 BCDL 5 0 psf Bldg Code FBC 6th.ed 201 Max TC CSI: 0.928 g 9 , Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std' 2014 Max BC CSI 0.571 Members not listed have forces less than 375# Spacing 24.0 " C&C Dist a 3.00 It Rep Factors Used: Yes Max Web CSI 0 655 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 144.00 FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens Comp GCpi. 0 18 Plate Type(s): Wind Duration: 1.60 WAVE, 18SS VIEW Ver, 17 02 01A.1115.21 B - C 3760 -7769 D - E 4104 -9211 Lumber Wind C - D 4107 - 9214 E - F 2436 - 5479 Value Set: 13B (Effective 5/1/2013) Wind loads and reactions based on MWFRS Maximum Bot Chord Forces Per Ply (Ibs) Top chord 2x4 SP 2400f-2.OE T2 2x8 SP Additional Notes Chords Tens.Comp. Chords Tens. Comp. 2400f-2.OE: 33 2x4 SP #1: WIND LOAD CASE MODIFIED! B - J 6883 -3260 1 - H 4825 -2129 Bot chord 2x8 SP 2400f-2.OE J - 1 6844 - 3259 H - F 4824 - 2124 Webs 2x4 SP #3 :W2 2x4 SP #2 N: W4 2x4 SP 2400f-2 OE Maximum Web Forces Per Ply (Ibs) Lumber value set " 1313" uses design values Webs Tens Comp. Webs Tens. Comp. approved 1/30/2013 by ALSC J - C 945 - 306 D - 1 865 - 120B Bracing C - 1 2580 -1117 1 - E 4784 - 2153 a) 1X4 #3SRB or better continuous lateral restraint to be equally spaced. Attach with (2) 8d Box or Gun nails(0 113"x2.5",min.). Restraint material to be Nlttirrr111pprr• supplied and attached at both ends to a suitable 1 nqru support by erection contractor. ,yf` f , ,/'4, a) or scab reinforcement may be used in lieu of CLR gyp,` y`y••••"'•••.•' restraint. substitute (1) scab for (1) CLR and (2) V ••••CjE Sty' ,•%1 '. scabs for (2) CLR'S where shown. Scab $ ztreinforcementtobesamesize, species, grade, and { 80% length of web member. Attach with 0.128x3" gun • 708iO, nails @ 6" oc. : x Special Loads Lumber Dur.Fac =1.25 / Plate Dur.Fac.=1 25)0 SAT O ' TC. From 78 pIf at -1 00 to 78 pIf at 31.00 iQ : ,.• Le+ BC: From 20 pIf at 0.00 to 20 pIf at 30.00 .A : • (/ ! TC: `• l 250 lb Conc. Load at 7 03 • }` TC: 250 lb Conc Load at 9.06,11 06,13.06 ••-..,,,..••' G\ NBC574lbConc. Load at 7.03BC: 136 lb Conc Load at 11.06,13 06 9SS ONA BC: 1389 lb Conc. Load at 14.27 COA aY0 L7o1r,, 10,110 05/07/2018 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 shipping, installing and bracing . Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an SBCA) foi safety to these functions Installers temporarypracticespriorperformingshallprovide bracing per BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom hord shall have a proper y attach8d n'gld ceiling I ovations shown for Dermanent IatQral restraint of webs shall have braGn insl lled per BCI sections 83, B7 or 870, as app lca e. Apply plates to each face of truss and position as shown above and on the Joinl9Detalls, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. ALPINE Alpin#, a division of ITW Buildl1nc Components Grpup 1 shall not be responsible for any deviation from this drpwing anyy failure to build the µ,,,,,m,,,,,,,, truss in conformance with ANSIITPI 1, or for handling, shipping, installation and bracing of trussesA seal on this dr winq or cover pa e 2400 Lake Orange DrlistingthisdrawingindicatesacceptanceofproTessionarenineerinqresponsibilittyvsole )v for the desi n shov7n. The suitability 9anduseofthisdrawing, for any structure is p e responsibilit of the Building DesigrSer pel`ANSI/TPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites, ALPINE. w al ineaw com; TPI www t insl.or ; SBCA• w .sbcindustry com, ICC w iccsafe org Orlando FL, 32837 Job Number: N333522 Ply 1 SEON 1590 / T62 / HIPS t, R R8975 JRef: 1 WaO89750097 VARIOUS ,9A6/9A7 ,258SE/258MAt258TA ,RA01 Oty: 1 FROM• RDG rDrwNo:124.18.1238.29749 Truss Label: A5GA WHK 05/04/2018 7' 15' 23' 30' 7' 8' B' 7' e 8 1114D6 BCT2 E8 12 6T T to a) (a) W 6X6(C3 W2 6X6(C3) h B F o A gL G T SX5(C3) 1114X4 H1014 1114X4 =5X5(C3) 30' 1' I 6'10"4 81"12 81"12 6"0'4 1' r—r 6'10"4 15' 'l- 23'1"12 30' + Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL 2000 Wind Std. ASCE 7-10 Fig: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 17.00 Speed: 150 mph Pf NA Ce: NA VERT(LL) 0 264 D 999 360 B 3660 / 1670 / - / - / - 14.0 BCLL 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL). 0.987 D 569 240 F 3652 / 1660 / - / - / - / 4.0 BCDL. 10 00 Risk Category: II Snow Duration- NA HORZ(LL). 0 069 H - - Wind reactions based on MWFRS Des Ld. 47.00 EXP, C HORZ(TL) 0.164 H - - B Min Brg Width Req = - NCBCLL: 10.00 Mean Height: 22.19 ft TCDL: 4.2 psf Code / Misc Criteria Creep Factor 2 0 F Min Brg Width Req = - Soffit 000 BCDL. 5 0 psf Bldg Code: FBC 6th.ed 201 Max TC CSI 0.969 Bearings B & F are a rigid surface. g g Load Duration: 1.25 MWFRS Parallel Dist 0 to h/2 TPI Std 2014 Max BC CSI: 0.869 Members not listed have forces less than 375# Spacing 24 0 " C&C Dist a. 3.00 ft Rep Factors Used Yes Max Web CSI: 0.535 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall. not in 144.00 fl FT/RT 20(0)/10(0) Chords Tens.Comp. Chords Tens Comp. GCpi: 0 18 Plate Type(s): Wind Duration: 1.60 WAVE, HS VIEW Ver: 17 02.01A 1115 21 B - C 3192 -7023 D - E 4029 -8777 Lumber Special Loads C - D 4029 -8777 E - F 3170 -7004 Value Set 13B (Effective 6/1/2013) Lumber Dur.Fac =1 25 / Plate Dur Fac =1.25) Maximum BoBot Chord hordForces Per Ply (Ibs) Top chord 2x4 SP 2400f-2 OE -T2 2x6 SP SS TC From 78 plf at -1 00 to 78 plf at 7.00 TC: From 39 pIf at 7.00 to 39 plf at 2300 Chords C ChordTC s ens Comp. Bot chord 2x6SPSSWebs2x4SP # 3 : W2, W4 2x6 SP #2 N- TC: From 78 pit at 23.00 to 78 plf at 31.00 B - J 6179 - 2790 I - H 6133 - 2770 Lt Wedge 2x4 SP #3:: Rt Wedge 2x4 SP #3. BC From 20 plf at 0.00 to 20 plf at 7.03 J - 1 6151 - 2790 H - F 6161 - 2770 BC: From 10pIfat7.03 to 10 plf at 22.97 Lumber value set " 13B" uses design values BC From 20 plf at 22.97 to 20 pIf at 3000 approved 1/30/ 2013 by ALSC TC: 565 lb Conc Load at 7.03 Maximum Web Forces Per Ply (Ibs) TC: 254 Ib Conc. Load at 9.06,11.06,13 06,15 00 Webs Tens Comp. Webs Tens. Comp. Bracing TC: 250IbConc. Load at 16 94,18.94,20 94 a) 1 X4 # 3SRB or better continuous lateral restraint TC 562 lb Conc. Load at 22.97 J - C 685 0 1 - E 2896 - 1378 to be equally spaced Attach with (2) 8d Box or Gun BC 579 lb Conc Load at 7.03 C - I 2877 -1356 E - H 678 0 nails(0.113" x2.5",min.). Restraint material to be BC 137 lb Conc Load at 9.06,11.06,13.06,15 00 D - I 1058 -1584 supplied and attached at both ends to a suitable BC. 136 lb Conc. Load at 16 94,18.94,20.94 support by erection contractor. BC: 574 lb Conc. Load at2 1111y/rru,rp f a) or scabreinforcementmaybeusedinlieuofCLRrestraint. substitute (1) scab for (1) CLR and (2) K H. yi P scabs for ( 2) CLR'S where shown. Scab per y' reinforcement to be same size, species, grade, and E 80% length of web member. Attach with 0.128x3" gun nails @ 6" oc i i Wind Windloadsand reactions based on MWFRS Bearing Block(s) SAT O Brg blocks:0. 128"x3" nails brg x-loc # blocks length/blk #nails/blk wall plate 1 0000, 1 12" 4 Rigid Surface i .• 2 29 667' 1 12" 4 Rigid Surface Brg block to be same size and species as chord. e c+'••••r •"•• w`G Refer to drawing CNNAILSP1014 for more information. u COA #0 [ l r/ONA ,, qp •rrMnj W10 05/07/2018 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 an n SBCA) fur safety to these functions. Installers temporary) practices prior performingshallprovidebracinperBCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proper y attachud rigqid ceiling Locations shown for permanent Iatgral restraint of webs shall have brawn insTalled per BC I sections t}3, B7 or B10, as applicafSle. ApplyplatestoeachfaceoftrussandpositionasshownaboveandontheJoin(9Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. ALPINE AlpinQ, a division of ITW Build1ncct Compongnts Group 1% truss in conformance with AN 1, or or handling shall not be responsible for any deviation from this drpwine any failure to build the „n CO,,,,,. bracing this dr winq s ippintq, installationandof,trussesA seal on or listingthis drawing indicates acceptance of ppro essiona en ineering res onsibilitty sole) for the desi n shovTn. and this drawing, for is9uilding Desigrier ANSI/TPI cover page , , 2400 Lake Orange Dr The suitabil 9Suite150se of anystructuretheresponsibilityoftheper1Sec.2. For more information see thisjob's general notes page and these web sites ALPINE w al ineaw com, TPI: www.t insl or , SBCA www sbandust com; ICC: w iccsafe org Orlando FL, 32837 IJob Number: N333522 Ply 1 SEQN: 1591 / T18 / COMNI Cust: RR8975 JRef. lWa089750097 VARIOUS ,9A619A7 .258SE/258MA/258TA ,RA01 Oty: 4 FROM. RDG DrwNo 124 18 1238 29719 Truss Label: G1 KM / WHK 05/04/2018 5'7"4 1018" 15A 2 21'4" 5'7"4 5'0"12 5'0"12 57'4 1 7'4"4 7'4"4 Loading Criteria (psg 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 M ean Height 15.00 tt NCBCLL: 1000 TCDL 4 2 psf Soffit. 000 BCDL: 5.0 psf Load Duration: 1 25 MWFRS Parallel Dist: h/2 to h Spacing. 24.0 " C&C Dist a: 3.00 ft Loc from endwall, not in 9 00 ft GCpi 0.18 Wind Duration 1 60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design Snow Criteria (Pg,Pfin 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 m 4X8D 21'4" 6'7"8 13'11"12 Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL)' 0 049 H 999 360 VERT(TL): 0188 H 999 240 HORZ(LL). 0.020 G - HORZ(TL): 0.048 G Creep Factor 2 0 Max TC CSI: 0.387 Max BC CSI 0.680 Max Web CSI: 0.210 VIEW Ver: 17 02 01A.1115 21 0.708 1 ' a t SAT O • COA #o srM0 11 ,• 05/07/2018 1 1 T4"4 21'4" Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1126 / 323 / 775 / - / 201 / 8 0 F 1043 /291 /631 /- /- 18.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.6 F Min Big Width Req = 1 5 Bearings B & F are a rigid surface. Bearings B & F require a seat plate Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - C 612 -1770 D - E 637 - 1562 C - D 609 - 1552 E - F 639 - 1781 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens Comp B - H 1510 - 483 G - F 1522 - 485 H - G 1025 - 257 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp C - H 218 - 377 D - G 550 - 213 H - D 535 - 205 G - E 220 - 384 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarryY bracing per SCSI Unless noted otherwise,top chord shall have properlyy attached structural sheathingp and bottom hord shall have a proppefly attached rigqid ceiling Locations shown for permanent lateral restraint Of webs shall hav braacin inslelled p% BC I sections 53, B7 or 1310, as applicaf3le. Apply plates to each face or truss and position as shown above and on tt a Joint9Details, unless notetl otherwise Refer to ALPINEdrawings160A-Z for standard plate positions. Alpine, a division of ITW Build l'ng Components Group In, shall not be responsible for any deviation from this drpwino any failure to build the µ,r,,co,,,,,,,r, truss in conformance with ANSUI PI 1, or f(or handlin shipping, installation and bracing of.trussesA seal on this dr wingq or cover paqe , , 2400 Lake Orange Dr. listing this drawing indicates acceptance of prolessionaJ en ineering responsibility solely for the desiqqn shovTn. The suiCability Suite 150anduseofthisdrawing, for any structure is the responsibilit of the 9uilding Desigrier per ANSI/TPI 1 SEc.2. For more information see this job's general notes page and these web sites ALPINE: www.al ineitw cam; TPI www t inst or , SBCA www sbcmdust .corn; ICC: w imsare org Orlando FL, 32837 Job Number: N333522 I Ply: 1 I SEQN, 1592 / T16 COMN Cust R 8975 JRef. 1 Wa089750097 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RA01 Oly 1 FROM: RDG DrwNo' 124.18.1238.28704 Truss Label: G2 FV / DF 05/04/2018 Loading Criteria (pst) TCLL: 20.00 TCDL: 1700 BCLL: 0.00 BCDL 1000 Des Ld 47 00 NCBCLL: 1000 Soffit 0.00 Load Duration: 1.25 Spacing. 24.0 " 5'7"4 t 0'8" t 5'8"12 21'4" 5'7"4 60"t2 5'0"12 57"4 744 7'4"4 Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure. Closed Risk Category: II EXP. C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL 5 0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a, 3 00 ft Loc. from endwall: not in 9 00 ft GCpi: 0.18 Wind Duration 1 60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "'I 3B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct NA CAT Ni Pf: NA Ce NA Lu: NA Cs. NA Snow Duration NA Code / Misc Criteria Bldg Code FBC 6th ed 201 TPI Std: 2014 Rep Factors Used: Yes FT/RT 20(0)/10(0) Plate Type(s): WAVE 08D 21'4" 6'7"8 13'11"1 Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0 049 H 999 360 VERT(TL): 0.188 H 999 240 HORZ(LL). 0.020 H - HORZ(TL): 0.048 H Creep Factor, 2 0 Max TC CSI 0.370 Max BC CSI: 0 670 Max Web CSI: 0.205 VIEW Ver: 17 02.01A 1115.21 H. k GE \S' r 0. XOM I V S AT O • coA ao NNAWA 05/ 07/2018 7' 4"4 21' 4" t Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1123 /322 /774 /- /214 /80 F 1123 / 322 / 774 / - /- / 8.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.6 F Min Brg Width Req = 1.6 Bearings B & F are a rigid surface Bearings B & F require a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens. Comp B - C 602 - 1765 D - E 603 - 1548 C - D 603 -1547 E - F 602 - 1766 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens Comp B - 1 1506 - 426 H - F 1506 - 452 I - H 1020 - 225 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. Webs Tens. Comp. C - 1 217 - 376 D - H 537 - 207 I - D 536 - 207 H - E 217 - 376 WARNING" READ AND FOLLOW ALL NOTES ON THIS 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) f) safety practices prior to performing these functions. Installers shall provide temporary bracin per BCSI. Unless noted oyherwise,top chord shall have proper)y attached structural sheathing and bottom chord shall have a properly attach d rigqid ceilinga Locations shown forpermanent lateral restraint bf webs shall have bracing inslalled per BCSI sections $3, B7 or B10, as applica0le. Apply plates to each face of truss and position as shown above and on the aoingDetails, unless noted otherwise Defer to ALPINE drawings 160A-Z fpr standard plate positions. Alpine, a division of ITW Buildl'n9g Components Gaup Inc shall not be responsible for any deviation from this drpwinp any failure to build the rrWCO~ truss in conformance with ANSIrrPI 1, or for handlirScl shipping, installation and bracing of trussesA seal on this drawing or cover pa e, , 2400 Lake Orange Dr. listing thisdrawingindicatesacceptanceofprofessionalenineeringresponsibilittyvsolelyforthedesinshown. The suiCability 9 and useofthisdrawingforanystructureistheresponsibilityoftheBuildingDesigrSerperANSI/TPI t Sec.2. Suite 150 For more information see this job's general notes page and these web sites ALPINE www al ineitw.com, TPI www t inst or ; SBCA v sbcindust com; ICC: v .iccsafe.org Orlando FL, 32837 Job Number: N333522 Ply: 1 SEON' 1651 / T15 / HIPS Cust. R R8975 JRef 1 WaO89750097 VARIOUS ,9A6/9A7 ,258SE1258MA/258TA ,RA01 Oly, 1 FROM: RDG DrwNo 124 18 1238.29265 Truss Label: G3 KM / WHK 05/04/2018 9' 9' 12'4" 3,4„ C8 T2 = 5XD5 F 1 9'1"12 9'1"12 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) TCLL 2000 Wind Std. ASCE 7-10 Fig: NA Ct NA CAT: NI TCDL 1700 Speed 150 mph Pf: NA Ce: NA BCLL. 0.00 Enclosure Closed Lu: NA Cs. NA BCDL. 10.00 Risk Category: 11 Snow Duration. NA EXP: C Des Ld 47.00 Mean Height: 15 00 It NCBCLL: 10.00 TCDL: 4 2 psf Code / Misc Criteria Soffit. 0.00 BCDL: 5.0 psf Bldg Code: FBC 6th ed 201 Load Duration, 1 25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Spacing: 24.0 " C&C Dist a. 3.00 ft Rep Factors Used Yes Loc. from endwall: not in 9 00 ft FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s) Wind Duration 1.60 WAVE Lumber Value Set. 13B (Effective 6/1/2013) Top chord 2x4 SP 2400f-2 OE :T2 2x4 SP #2 N- Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design 21'4" 2' 10" 11'l1"12 21'4" 9' 9'4"4 21'4" Defl/CSI Criteria Maximum Reactions (Ibs) PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W VERT(LL) 0.029 G 999 360 B 1123 / 323 / 773 / - / 186 / 8.0 VERT(TL): 0 110 G 999 240 E 1123 / 323 / 773 / - /- / 8.0 HORZ(LL)' 0.018 H - - Wind reactions based on MWFRS HORZ(TL). 0 042 H B Min Brg Width Reg = 1 6 Creep Factor: 2.0 E Min Brg Width Reg = 1 6 Max TC CSI: 0.776 Bearings B & E are a rigid surface Max BC CSI: 0 886 Bearings B & E require a seat plate Max Web CSI: 0.105 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 01A 1115 21 B - C 569 -1547 D - E 568 - 1542 C - D 603 - 1263 N, P, E ••S k,Q ,,4 F %, pr to. 708 1 a t SAT O • r COA ao s„ m lVAII, i 05/07/201 s Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp Chords Tens Comp. B - H 1257 - 351 G - E 1253 - 376 H - G 1261 -352 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) fi5 sac practices prior to performing these functions. Installers shall provide temporary bracin per BCSI Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proLerly attach d nAgid ceiling Locations shown forpermanent Iatgral restraint of webs shall have braacin installed per BCSI sections B3, B7 or 810, asapplicaf3leApplylatestoeachface, oftrussand position as shown above and on the Join Details, unless noted otherwise Refer to ALPINE drawings 160A-Z for s andard plate positions. AlpinQ, a division of ITW Buyildl1'ngg Compon nts Group In, shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with AN51lTPI 1, or or handllri) shipping, installation and bracing of,trussesA Seal on this drawing or cover pa e , , 2400 Lake Orange Dr listing thisdrawingindicatesacceptanceofproTessionarenineerin9resonsibilltt sole) Tor the desi n shown. The suit9abili Suite 150 and useofthisindicatesforany structure is p e responsibility of the Building Desigrier per ANSI/TPI1 Sec.2. ty For more information see thisjob's general notes page and these web sites. ALPINE' www aQneitw com, TPI www t inst or , SBCA www sbandusl com; ICC: www iccsafe or Orlando FL, 32837 Job Number: N333522 Ply i SEON: 1594 / T69 / HIPS I Cust RR8975 JRef: lWaO89750017 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RA01 Oty 1 FROM PFH DrwNo: 124 18 1238.29141 Truss Label: G4G KM / WHK 05/04/2018 7' 14'4" 21'4" 7' 7'4" 7' C ( 5 a 6X6 T2 D 6'10"4 6' 10"4 Loading Criteria (psf) Wind Criteria TCLL: 2000 Wind Std: ASCE 7-10 TCDL: 1700 Speed 150 mph BCLL 0.00 Enclosure. Closed BCDL: 10.00 Risk Category. II Des Ld: 4700 EXP: CMeanHeight1500ft NCBCLL: 0.00 TCDL: 4.2 psf Soffit: 000 BCDL' 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 T2 2x6 SP SS: Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Loading 1 hip supports 7-0-0 jacks with no webs. Wind Wind loads and reactions based on MWFRS. 21'4" 3'9"12 3'9"12 10'8" 14'5" 12 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg. NA Ct: NA CAT: NA PP Deflection in loc Udell U# Pf: NA Ce- NA VERT(LL): 0 094 H 999 360 Lu. NA Cs: NA VERT(TL): 0.365 H 999 240 Snow Duration' NA HORZ(LL). 0.042 G - - HORZ(TL): 0101 G Code / Misc Criteria Creep Factor 2 0 Bldg Code: FBC 6th ed 201 Max TC CSI: 0 643 TPI Std: 2014 Max BC CSI: 0.685 Rep Factors Used. No Max Web CSI: 0.265 FT/RT:20(0)/10(0) Plate Type(s): VIEW Ver: 17 02 01A 1115.21WAVE 05/07/2018 6' 10"4 21'4" 1 - Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 2134 /617 /- /- /- /80 E 2134 /617 /- /- /- /8.0 Wind reactions based on MWFRS B Min Brg Width Req = 2 5 E Min Brg Width Req = 2 5 Bearings B & E are a rigid surface. Bearings B & E require a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens Comp B - C 1127 - 3930 D - E 1127 - 3930 C - D 935 - 3524 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - 1 3427 - 964 H - G 3398 - 961 I - H 3398 - 961 G - E 3427 - 964 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. Webs Tens. Comp. I - C 696 - 74 D - G 696 - 74 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingq shipping, installing and bracing.Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) fbr safety practices prior to performing these functions. Installers shall provide temporarryybracinperBCSIUnlessnotedotherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattachdadceilingLocationsshownforpermanentlateralrestraintbfwebsshallhavebraacingqinslalledperBCSIsectionsB3, B7 or 910. as applicalSte. Apply Oates to each face of russ and position as shown above and on the JoinrDetails, unless noted otherwise Aefer to ALPINEdrawings160A-Z for standard plate positions Alpine, a division of ITW Buildl1'n4c ccomponents Group InC. shall not be responsible for any deviation from this drpwin any failure to build the w, W,,,,,, truss in conformance with ANDIR 1, or for handlM shipping, installation and bracing of trussesA Seal on this dr wing or cover pa e . , 2a00 Lake Orange Drlistingthisdrawingindicatesacceptanceofpro) essionar en ineerinq responsibility solely for the des' n shown. The suif9ability 9anduseofthisdrawingforanystructureishieresponsibilit,7of the Building Desigrier per ANSIITPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites ALPINE. www at ineitw cam; TPI, www t inst or ; SBCA' www sbdridust .corn; ICC www.iccsafe arg Orlando FL, 32837 Job Number: N333522 VARIOUS ,9A6/9A7 .258SE/258MA/258TA ,RA01 Truss Label: FG1 Ply: 7SEQN. Oty. 1595 / T70 FROM RDG FLAT Cust RR8975 JRef: 1WaO89750097 Dnallo. 124 18 1238 28938 KM / WHK 05/04/2018 2 Complete Trusses Required 2'3"15 20'10"1 11015 5' 4'4"14 6'6"5 1 8'6"12 1 H i10'4"51 12'1"14 14'5"14 1 16'6"1 18'6"1 20'5"1 i 5 2, 0„15" 2,1„7 i 2,0„7 i 1,9„9 I 1,9„9 T 2,4„1T2, 0„2 2, 1,11„ 1 4X10 5X10 =_ 4X8 T1 6X12 = 8X8 =- 4X10 4X12 =6X6 6X6 =5X10 A B C D E F G H I T3 J K T W9 BL1 V VUTSQP B2 O N M L 1114X6 4X8 8X10=8X14(") =4X6 1112X4 8X8 1114X6 i 7' 11"9 1 1 rs°s 2'07 1 2'0"7 1 1'11"15+ 1,11„151 2,3"9 1 2,2"9 1 1,11"1+ 2,0"2 2,0"8 2,3"8 2'0" 7 4'0"14 6'0"13 8'0"12 10'4"5 12'6"14 14'5"14 1616"1 18'6"9 20'10"1 Loading Criteria ( psq Wind Criteria Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria Maximum Reactions (Ibs) 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): 0.178 O 844 360 V 2251 / 45 / - / 0 / - / 5.7 BCLL 000 Enclosure: NA Lu NA Cs. NA VERT(TL) 0.312 O 614 240 R 11451 / - / - / 1 / - / 4.0 BCDL 5. 00 Category: NA Snow Duration: NA HORZ(LL)- 0.013 G - - L 4469 /- /- /- /- / 3 0 Des Ld: 55.00 EXP. NAMean 0 018GVMinBrgWidthReg = 1 5 Height. NAItHORZ(TL). NCBCLL: 000 TCDL: NA psf Code / Misc Criteria Creep Factor: 2.0 R Min Brg Width Reg = - Soffit: 2. 00 gCOL NA psf Bldg Code. FBC 6th ed 201 Max TC CSI: 0.773 L Min Brg Width Reg 1 9 Load Duration. 1 00 MWFRS Parallel Dist. NA TPI Std' 2014 Max BC CSI 0.904 Bearings V, R, & L are a rigid surface. Spacing: 24. 0 " C&C Dist a: NA It Rep Factors Used: Yes Max Web CSI. 0 608 Members not listed have forces less than 375# Loc. from endwall: NA FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) I: NAGCpi: NA Plate Type(s): Chords Tens.Comp Chords Tens. Comp Wind DurationNAWAVEVIEWVer: 17.02.01A 1115 21 Lumber Bearing Block(s) A - B 67 - 542 G - H 0 - 3335 Value Set, 13B (Effective 6/1/2013) Brg blocks:0 128"x3" nails C - D 1883 -92 H - 1 0 -4553 D - E 5495 0 1-1 0 -4542 Top chord 2x6 SP SS 71 2x6 SP 2400f-2.OE.. brg x-loc #blocks length/blk #nails/blk wall plate E - F 520 - 22 J - K 0 - 4550 T3 2x4 SP 2400f-2.OE: 2 8.124' 1 14" 18 Rigid Surface F - G 520 - 22 Bot chord 2x6 SP SS :B2 2x6 SP 2400f-2 OE: Brg block to be same size and species as chord Webs 2x4 SP #3 .W6, W7, W8, W12, W20 2x4 SP #2 N- Refer to drawing CNNAILSP1014 for more information. W9 2x6 SP #2 N: Maximum Bot Chord Forces Per Ply (Ibs) W10, W19 2x4 SP 2400f-2 OE: Additional Notes Chords Tens.Comp Chords Tens. Comp. Lumber value set "1313" uses desian values Truss must be installed as shown with top chord up U - T 760 - 81 P - O 5186 0 approved 1/ 30/2013 by ALSC Nailnote Nail Schedule: 0 128"x3" nails Top Chord, 1 Row @ 2 75" o.c. Bot Chord 1 Row @12 00" o.c. Webs . 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting Plating Notes All plates are 4X4 except as noted. 1 plate( s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Loading Girder supports: 30-0-0 span to TC one face and 2-0- 0 span to TC/BC split opposite face. Purlins The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. S- R 66 - 2221 O- N 5186 0 R- Q 0- 8001 N- M 4542 0 Q - P 3041 0 Maximum Web Forces Per Ply (Ibs) ptnrunl r NHrl yr y' Webs Tens. Comp Webs Tens Comp. AM h' , i A - V A-U 20 - 716 597 74 F - Q Q-G 0 - 689 0 -3980 ytp'` T••'.•. f : G S • % U - B B - T 49 -748 47 - 621 G - P P - H 1010 0 0 - 2069 C - S 0 - 2282 H - N 72 - 714 0. %08 1 it S-D 1161 0 1 - N 0 -545 D-R 0 -3780 J -M 0 -1163 R- E 0- 3463 M- K 4890 0 a E- Q 3925 0 K- L 0- 2346 cone NAEN , 05/07/2018 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 an c7 SBCA) for safety practices pnor 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 attachod rigqid ceilingLocationsshownforpermanentIatQralrestraintofwebsshallhavbracinInstalledperBCSIsectionsB3, 87 or 810, as applicaf5le. Applyplatestoeachfaceoftrussandpositionasshownaboveandontheaoin(9Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standardplatepositions. AlpinQ, a division of ITW B(ild''ngCompon nts Group InC shall not be responsible for any deviation from this drpwing any (allure to build the M,a W,,,,,,,, truss in conformance with ANll/$PI 1, or (eor handling, shipping, installation and bracing of,trussesA seal on this drawing or cover page , , 2400 Lake Orange Dr. listing this drawing indicates acceptanceofproTessionarenineerinqresponsibilittyysolelyforthedesignshowingThesuitability9anduseofthisdrawingforanystructureisperesponsibilitoftheBuildingDesigrierper'ANSI/TPI 1 S c.2. Suite 150 For more information see this job's general notes page and these web sites ALPINE: www al ineitw cam: TPI: www t inst or . SBCA: www sbcindustry com. ICC: wJccsafe org Orlando FL, 32837 Job Number: N333522 Ply: 1 SEON 1596 / T14 / HIPS Cust. RR8975 JRef: 1WaO89750097 VARIOUS ,9A6/9A7 ,258SE1258M/V258TA ,RA01 City. 1 FROM PFH DrwNo 124 18 1238.29859 Truss Label. C1G KM / WHK 05/04/2018 L 110"8 1 6'4" 1 9'10"4 14'5"8 164" 1 I 1'10"8 I 4'6„8 r 3'6"4 r 47-4 -f- 1,10„8 I 12 4X4 6 :8M12 1112XX4 T2 E SX12 o =4X86(g3) 2 W = 4X8(B3) T n 66 A G th J— i K I I u IIIZAw =oA IV =r11U 14 IIIZA4 16'4" 2'0"4 4'3"12 3'8" 4'3"12 2'0"4 2'0"4 6'4" 10, 14'3"12 16'4" Loading Criteria (psq Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL, 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT. NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL. 17.00 Speed: 150 mph PP NA Ce NA VERT(LL): 0 230 D 837 360 g 2095 / 986 / - / - / - / 4.0 BCLL 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL)' 0.863 D 352 240 G 2106 / 862 / - / - / - / 4.0 BCDL' 10.00 Risk CategoryII EXP. CMean Snow Duration' NA HORZ(LL). 0.032 C - Wind reactions based on MWFRS Des Ld: 4700 Height 20 91 tt HORZ( TL) 0 076 C - - B Min Brg Width Req = 2.5 NCBCLL 10.00 TCDL: 4.2 psf Code / Misc Criteria Creep Factor2 p : .0G Min Brg Width Req = 2 5 Soffit: 0. 00 BCDL: 5.0 psf Bldg Code' FBC 6th ed 201 Max TC CSI. 0 797 Bearings B & G are a rigid 9 gdsurfaceLoad Duration: 1.25 MWFRS Parallel Dist 0 to h/2 TPI Sid 2014 Max BC CSI. 0.919 Spacing. 24 0 " P 9C&C Dist a: 3.00 It Re Factors Used: Yes P MaxWeb CSI: 0.365 Members not Listed have forces less than 375# Loc from endwall: not in 144.00 FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Chords Tens. Comp. Chords Tens. Comp. GCpi: 0. 18 Plate Type(s): Wind Duration: 1.60 WAVE, HS VIEW Ver. 17 02.01A.1115 21 B - C 1506 -3622 E - F 3224 -7916 Lumber C - D 3135 - 7698 F - G 1593 - 3893 D - E 3135 - 7698 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N T2 2x4 SP 2400f-2.OE: Maximum Bot Chord Forces Per Ply (Ibs) Bot chord2x6SPSSWebs2x4 SP #3 ,W2, W6 2x4 SP 2400f-2.OE: Chords Tens Comp. Chords Tens. Comp. Lumber value set "l3B" uses design values B - K 3182 - 1311 I - H 3467 - 1411 approved 1/ 30/2013 by ALSC K - J 3213 -1302 H - G 3423 -1399 J - 1 8001 - 3272 Special Loads Lumber Dur. Fac =1.25 / Plate Dur.Fac.=1 25) Maximum Web Forces Per Ply (Ibs) TC: From78plfat -1.00 to 78 plf at 16.33 Webs Tens.Comp Webs Tens. Comp. BC' From20plfat0.00 to 20 plf at 16.33 TC: 66 lb Conc. Load at 1.91,14 44 C - J 4616 -1895 I - F 4588 - 1870 TC 47 lb Conc. Load at 3 94, 5.94. 7 94, 8.40 D - J 349 -380 10 40, 12.40 BC: 51 lb Conc. Load at 1 09 ptu+nlytrrur BC 37lbConcLoadat191,14.44 BC. 148 lb Conc. Load at 3.09 A H. I Nry. BC: 33 lb Conc Load at 3.94, 5.94, 7 94, 8.40 10.40. 12 40 r.•..,, `11Q BC: 246 lb Conc. Load at 5.09 S •% BC. 347 lb Conc. Load 7.06, 9 06,11.06,13.06 G 3 at Winds O.7Q$ Wind loads and reactions based on MWFRS. s Additional Notes WIND LOAD CASE MODIFIED' Air S AT O F A- C co AM oruia N 05/07/: WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component SafetyInformation, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarryy bracinggg per BCSI. Unless noted oyherwise,top chord shall have property attached structural sheathing and bottom hord shall have a properly attach@d rigidceilingLocationsshownforpermanentlataralrestraint5fwebsshallhavebracinginstalledperBCSIsionsB3, B7 or 910, as applicable. Applyplatestoeachfaceortrussandpositionasshownaboveandontheaoint9Details, unless notetl otherwise Defer to drawings 160A-Z for standard plate positions. ALPINE AlpinQ, a division of ITW B ildl1 hFCom onQnts Group InC. shall not be responsible for an deviation from this dr win any failure to build the truss in conformancewith NS14PI 1 or for handliriI shipping, installatidn and bracing any deviation sealon this dr wing or cover pa e, , listing this drawinindicatesacceptanceofproq"essionaQ en ineerincl responsibllit solely for the design shown. The suil9ability 2400 Lake Orange Dr. and use ofthisgrawingforanystructureisperesponsibilityoftheQuildingDesignerperANSI/TPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites* ALPINE, www aipineaw com. TPI www.ipinst orp. SBCA www.sbCjndustrV com. ICC: www.iccsafe ora Orlando FL, 32837 Job Number: N333522 Ply: 1 SEON: 1597 / T48 / COMN Cust: R R8975 JRef, 1 Wa089750097 VARIOUS ,9A6/9A7 ,258SE/258M/V258TA ,RA0l Qty. 3 FROM. RDG DrwNo 124.18.1238 28970 Truss Label: D1 KM / WHK 05/04/2018 T10" 15'8" T 10" T T 10" H0510 C 15,8" T10" T10" 7'10" 15'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL: 2000 Wind Std: ASCE 7-10 Pg: NA Ct. NA CAT: NA PP Deflection in loc Udefl U# TCDL: 1700 Speed: 150 mph Pf: NA Ce: NA VERT(LL): 0.010 E 999 360 BCLL. 0.00 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: 4700 EXP C Mean Height 22.40 ft HORZ(TL): 0.020E - - NCBCLL: 1000 TCDL: 4 2 psf Code I Misc Criteria Creep Factor: 2.0 Soffit 0.00 BCDL: 5.0 psf Bldg Code. FBC 6th.ed 201 Max TC CSI: 0.878 Load Duration: 1 25 MWFRS Parallel Dist: h/2 to h TPI Std 2014 Max BC CSI: 0.736 Spacing 24.0 " C&C Dist a 3.00 ft Rep Factors Used: Yes Max Web CSI: 0 134 Loc. from endwall not in 9.00 ft FT/RT 20(0)/10(0) GCpi, 0.18 Plate Type(s) VIEW Ver: 17 02.01A.1115.21WindDuration: 1.60 WAVE, HS Lumber Value Set, 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design 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 05/07/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS lsses require extreme care in fabricating, handlingshlppin in stallingand bracing Refer to and follow the latest edition of BCSI (Building mponentSafetyInformation, by TPI and SBCA) r safety I t,ces prior to performing these functions. Installers shall provide temporarryv icin per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly achoa nAid ceiling Locations shown for permanent lateral restraint of webs shall hay braacin installed per BCSI sections 83, B7 or B10 applicale. Apply plates to each face oftrussand position as shown above and on tI a Join(9Details, unless noted otherwise. Refer to' Wings 160A- Z for standard plate positions. of ITW B(1ild11'ng ompon nts Group Inc., shall not be responsible for any deviation from this drpwln any failure to build the nce withAN51/T 1 1, or (eor handling, shipping, installation and bracing of trussesA seal on this drowirSg or cover pagqe . . ing indicatesacceptanceofproessionaensneeringresponsibilitysolelyforthedesinshown. The suiCability, t drawingforanystructureistheresponsibilitofthebuildingDesigrierperANSI/TPI f Sec.2. see this job's general notes page and these web sites: ALPINE www.aipineitw com TPI. www.tpinst org SBCA www sbcindustrycom ICC www iccsaf A NE 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: N333522 Ply' 1 SEQN 1598 / T47 / COMN Cust R R8975 JRef 1 WaO89750097 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RA01 Qty. 1 FROM. RDG DrwNo 124 18.1238 29875 Truss Label. D2 KM / WHK 05/04/2018 m NR I. T10" + 15'8" T10" T10" m H0510 C 15'8" f" 1 T10" T10" T10" 15'8" Loading Criteria (psg Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL: 20.00 Wind Std: ASCE 7-10 Pg, NA Ct: NA CAT: NA PP Deflection in loc Udell U# TCDL: 17.00 Speed: 150 mph Pf. NA Ce NA VERT(LL)- 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 Mean Height: 22.40 ft HORZ(TL): 0 020 E NCBCLL: 10.00 TCDL: 4 2 psf Code / Misc Criteria Creep Factor, 2.0 Soffit: 000 BCDL: 5.0 psf Bldg Code. FBC 6th.ed 201 Max TC CSI: 0.878 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std 2014 Max BC CSI: 0 736 Spacing. 24 0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI. 0 134 Loc. from endwall: not in 9.00 ft FT/RT.20(0)/10(0) GCpi: 0.18 Plate Type(s). VIEW Ver. 17.02.01A.1115.21WindDuration: 1 60 WAVE, HS Lumber Value Set: 138 (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. pUuwutpHrn on o. 708 1 t S AT Oo ,.• Qk,F 1 i ONA Ncoy ,•' 05/07/2018 SOQ Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 849 / 361 / 579 / - / 153 / 4.0 D 765 / 315 / 494 / - / - / 4.0 Wind reactions based on MWFRS B Min Brg Width Req = 1 5 D Min Brg Width Req = 1.5 Bearings B 6 D are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens. Comp. B - C 448 - 1063 C - D 464 - 1061 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens. Comp. B - E 838 - 294 E - D 838 - 294 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingq shipping, installing and bracing Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) handling, safety practices prior to performing these functions. Installers shall provide temporary _ bracin er BCSI. Unless noted otherwise,top chord shall have properlyy attached structural sheathingq and bottom hard shall have a propperlyattach rig9id ceiling Locations shown forpermanent lateral restraint of webs shall hav braacin installed per BCSoI sections B3, B7 or 810, asappicat3leApplylatestoeachfaceoftrussandpositionasshownaboveandonttaJoin(9Details, unless noted otherwise. Refer to ALPINE drawings160A-Z for s andard plate positions. Alpine, a division of ITW Buildl1'nc ComponQnts Grpup 1% shall not be responsible for any deviation from this drawin any failure to build the rt cau,,,,. trssinconformancewithANSIffPI1, or for handIla shipping, installation and bracing of,trussesA seal on this drewt y or cover pa a .. 2400 Lake Orange Dr. listingthisdrawingindicatesacceptanceofpro) essionar en ineenng responsibilittyv solely for the desi n shoviTn. The suitability g anduseofthisdrawing, for any structure is the responsibility of the Building Desigrfer per ANSUTPI 1 Sec.2. Suite 150 For more information see thisjob's general notes paga and these web sites: ALPINE www al ineitw.com, TPI: www.l inst or ; SBCA v .sbunduslry.com, ICC w imsafe org Orlando FL, 32837 Job Number: N333522 Ply. 1 I SEQN. 1599 / T46 / HIPS Cust R R8975 JRef. 1 Wa089750097 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RA01 Qty 1 FROM RDG DrwNo 124.18 1238 28985 Truss Label: D3G KM / WHK 05/04/2018 Loading Criteria (psq Wind Criteria TCLL: 2000 Wind StdASCE 7-10 TCDL 1700 Speed 150 mph BCLL: 0.00 Enclosure Closed BCDL: 1000 Risk Category. II Des Ld: 47.00 EXP. C Mean Height 22.19 ft NCBCLL: 0.00 TCDL' 4.2 psf Soffit: 0.00 BCDL 5 0 psf Load Duration. 1 25 MWFRS Parallel Dist: 0 to h/2 Spacing 24.0 " C&C Dist a: 3 00 It Loc. from endwall NA GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N .T1 2x4 SP #1 Bot chord 2x4 SP 2400f-2 OE Webs 2x4 SP #3 Lt Wedge 2x4 SP #3 Rt Wedge 2x4 SP #3 Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC Loading 1 hip supports 7-0-0 jacks with no webs Wind Wind loads and reactions based on MWFRS 7' 8,8„ 7' 1'8" 4X6 Z4X6 C D 15' 8" 71" 12 1'4"8 7' 1"12 8'6" 4 15' 8" 7' 7' 1"12 15' 8" 1 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg. NA Ct NA CAT. NA PP Deflection in loc Udefl L/# Loc R / U / Rw / Rh / RL / W Pf: NA Ce NA VERT(LL) 0.049 G 999 360 B 1445 / 616- Lu NA Cs' NA VERT(TL)' 0.189 G 999 240 E 1445 / 617- Snow Duration. NA HORZ(LL). 0 018 G Wind reactions based on MWFRS HORZ( TL) 0.045 G B Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor. 2.0 E Min Brg Width Req = 1.5 Bldg Code: FBC 6th ed 201 Max TC CSI: 0 887 Bearings B & E are a rigid surface. TPI Std 2014 Max BC CSI: 0.392 4. 0 4. 0 Rep Factors Used No Max Web CSI 0 252 Members not listed have forces less than 375# FT/ RT 20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp WAVE VIEW Ver:17.02.01A.1t1521 B-C 962-2271 D -E 962 -2271 C - D 792 - 1936 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp Chords Tens Comp B - H 1910 - 785 G - E 1911 - 785 H - G 1936 - 792 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens Comp. C - H 660 -194 G - D 645 - 186 05/ 07/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlingq shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building tSafetyInformation, byY TPI an c7 SBCA) fb safety practices prior to performing these functions. Installers shall provide temporary BCSIUnlessnotedotherwise,top chord shall have proper)yy attached structural sheathing and bottom chord shall have a properly idceilingLocationsshownfornermanenttat@ratrestraintOfwebsshallhaybraacingqinstalledperBCSIsectionsB3, 67 or 810 e. AppTy plates to each face of truss and position as shown above and on tt a JoinrDetails, unless noted otherwise kefer to BOA-Z for standard plate positions. inQ, a division of ITW Builds1' hcLComponents Group Ins shall not be responsible for any deviation from this drpwin any failure to build the ssinconformancewithAN1, or for handling shipping, installation and bracing of,trussesA seal on this drawlr g or cover pa e , tingthisdrawing, indicates acceptance of pro) lessional en ineerinq responsibility solely for the design shown. The suiCability duseofthisr7awingforanystructureisAreresponsibilitoftheBuildingDesigrSerperANSITPI1Sec.2. more information see this job's general notes page and these web sites ALPINE www alpineaw, com, TPI. www tpinst org, SBCA www.sbandustry com. ICC. www iccsaf ALPINE MCONIMlY 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333522 Ply. 1 SEQN. 1649 / T26 / HIPM Cust R R8975 JRef' 1 Wa089750097 VARIOUS ,9A619A7 ,258SE/258MA/258TA ,RA01 Qty. 1 FROM RDG DrwNo: 124 18.1238 29001 Truss Label: Li KM / WHK 05/04/2018 Loading Criteria (psf) TCLL' 20.00 TCDL: 17.00 BCLL. 0.00 BCDL: 10.00 Des Ld: 4700 NCBCLL: 10.00 Soffit 0.00 Load Duration: 1.25 Spacing 24.0 " Wind Criteria Wind Sid' ASCE 7-10 Speed. 150 mph Enclosure: Closed Risk Category II EXP C Mean Height: 15.00 ft TCDL 4 2 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a. 3 00 ft Loc from endwall: not in 9.00 It GCpi. 0 18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 :T2 2x4 SP #2 N: Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "l313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. 9'3"8 9'3"8 Snow Criteria (P9,Pf in PSF) Pg NA Cl: NA CAT NE Pf NA Ce: NA Lu: NA Cs NA Snow Duration' NA Code / Misc Criteria Bldg Code. FBC 6th ed 201 TPI Std: 2014 Rep Factors Used: Yes FT/RT'20(0)/10(0) Plate Type(s) WAVE 15' 14'0"8 5'0"8 1116X8 -4X4 C T2 D 15' 4'10"12 14'214'24 Y" 15' Deft/CSI Criteria PP Deflection in loc Udefl U# VERT(I-Q. 0.055 G 999 360 VERT(TL): 0.205 G 999 240 HORZ(LL). 0 022 G - - HORZ(TL): 0.051 G Creep Factor: 2.0 Max TC CSI: 0.937 Max BC CSI' 0.899 Max Web CSI 0 393 VIEW Ver' 17.02.01A.1115 21 05/07/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 772 / 221 / 568 / - / 127 / 8.0 E 740 /213 /451 /- /- /8.0 Wind reactions based on MWFRS B Min Brg Width Req = 1 5 E Min Brg Width Req = 1.5 Bearings B & F are a rigid surface. Bearings B & F require a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens Comp. B - C 390 -1053 C - D 416 - 886 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp. B - G 917 - 438 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp Webs Tens. Comp. G - D 1031 - 482 D - F 337 - 662 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI anc7 SBCA) a safety practices prior to performing these functions. Installers shall provide temporarybracinperBCSIUnlessnotedolherwise,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 braacing9 inslelled per BCSI s coons 63, B7 or 810, as app icatSle AppTy plates to each face of truss and position as shown above and on the Joint Details, unless notes otherwise Refer to ALPINEdrawings160A-Z for standard plate positions. Alpine, a division of ITW BuildinlgCompon nts Grpup Inc shall not be responsible for any deviation from this drpwin anyy failure to build the WtrussinconformancewithANSIPI1, or or handlin shipping, installation and bracing of,trussesA seal on this dr winq or cover pa e , , 2a00 Lake Orange Dr. listing this drawing, indicates acceptance of pro) essionaf engineering responsibility solely for the de si n shown. The suiPability 9 and use of this drawing for any structure is the responsibility of the Building Desigrier per ANSI/TPI 1 Sec.2. Suite 150 For more information see this'ob's general notes page and these web sites ALPINE: www al inetw com; TPI www.l inst or ; SBCA. www.sbcfndust com; ICC: wJccsafe.org Onando FL, 32837 Job Number: N333522 Ply. 1 SEON: 1601 / T75 / HIPM Cusl' R R8975 JRef 1 WaO89750097 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RA01 Oty 1 FROM' RDG DrwNo. 124.18.1238 28750 Truss Label. L2G KM / WHK 05/04/2018 fi 7' 10'8" 14' 15' 7' 3'8" 3'4" + 1 C 10 1112X4 =4X8 DT2 12 E 3X6( A1) nl•+Av =aA lu 1113X6 15' 1 + 7' 1"12 3'6„4 3'6„4 7' 1"12 10'8" 14'2"4 9" 1 15' Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 2000 Wind Std ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 1700 Speed, 150 mph Pf NA Ce: NA VERT(LL) 0.060 1 999 360 B 1283 / 394 / - / - ! - / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL) 0.225 1 999 240 F 1614 / 472 / - / - / - / 8.0 BCDL 10.00 Risk Category II Snow Duration. NA HORZ(LL): 0.016 G - - Wind reactions based on MWFRS Des Ld' 47.00 EXP C HORZ( TL): 0 038 G B Min Brg Width Req = 1.5 Mean Height, 15.00 It NCBCLL: 0 00 TCDL 4 2 psf Code Code / Misc Criteria Creep Factor: 2.0 Min Br Width Re 1.9 9q = Soffit: 0.00 BCDL: 5.0 psf Bldg Code: FBC 6th ed 201 Max TC CSI 0.730 Bearin s B & G are a rigid surface. 9gLoad Duration: 1 25 MWFRS Parallel Dist 0 to h/2 TPI Sid: 2014 Max BC CSI: 0.642 Bearings B 8 G require a seat plate Spacing 24 0 " C&C Dist a. 3.00 It Rep Factors Used No Max Web CSI. 0 855 Members not listed have forces less than 375# Loc. from endwall: NA FT/RT.20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpr 0.18 Plate Type(s). Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 17.02.01A.1115 21 Lumber B - C 828 - 2782 D - E 557 - 1901 C - D 557 -1901 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 :T2 2x4 SP #2 N Maximum Bot Chord Forces Per Ply (Ibs) Botchord2x4SP #1 Chords Tens.Comp. Chords Tens. Comp. Webs2x4SP #3 Lumber value set "13B" uses design values B - 1 2572 - 750 1 - H 2619 - 757 approved 1/30/2013 by ALSC Loading Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. Webs Tens Comp. 1 hip supports 7-0-0 jacks with no webs. Left side jacks have 7-0-0 setback with 0-0-0 cant C - 1 775 -111 H - E 2245 -657 and 1-0-0 overhang End jacks have 7-0-0 setback 238 855 C - H 238 -855 E - G 483 -1a72 with 0-0-0 cant and 1-0-0 overhang Right side jacks D - H - 637 have 0-0-0 setback with 0-0-0 cant and 0-0-0 overhang pttlinglrlrryr4 „ h Wind Wind loads and reactions based on MWFRS. 1 1/`.••••E ••.. " r1Q 4,,' Right end vertical not exposed to wind pressure. 0. 708 1 SAT 0 • o•• 0. COA'' sIONAL tea nenIVAI* 05/ 07/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingq shippin installing,and bracing. Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, byY TPI and SBCA) fb safety ractices prior to performing these functions Installers shall provide temporary bracin per BCSI. Unless noted otherwise,top chord shall have proper)Y attached structural sheathing and bottom hord shall have a properly attachd rigid ceiling Lovations shown for permanent late rat restraint of webs shall haye bra8cin installed per BCI sections B3, B7 or B10, asappicaaApplypratestoeachfaceoftrussandpositronasshownaboveandontheJoinl9Detalls, unless notetl otherwise. Refer to ALPINE drawings160A-Z for standard plate positions. Alpine, a division of ITW Buildl1ncLCompon nts Group 1 shall not be responsible for any deviation from this drawin any failure to build the µrrwro,,,,,,,, trussinconformancewithANSI4PI1, or or handlirtq, shipping, installatidn and bracing of,trussesA seal on this dr'wirfg or cover paga 2400 Lake Orange Dr. listingthisdrawing, indicates acceptance of pro) essronaf en ineering responsibility solely for the de n sho 9n. The suidbllity anduseofthisawingforanystructureistpheresponsibilityoftheBuildingDesigrierperANSI/TPI 1 Sec.2. Suite 150 For more information see thisjob's general notes page and these web sites• ALPINE. www al ineaw corn; TPI, www.t inst.or ; SBCA' www sbc ndus com; ICC www.iccsafe org Orlando FL, 32837 Job Number: N333522 VARIOUS 9A6 9A7 ,258SE/258MA/258TA ,RAO1 I Oty. 1 FROM RDG / T23 / HIPM OrwNo R124.18 123819454 9750097 Truss Label. H1G KM / WHK 05/04/2018 i7 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: 15.00 ft NCBCLL. 0.00 TCDL 4 2 psf Soffit: 0.00 BCDL 5 0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing, 24.0 " C&C Dist a: 3 00 It Loc from endwall NA GCpi 0 18 Wind Duration 1 60 Lumber Value Set. 13B (Effective 6/1/2013) Top chord 2x4 SP #1 :T2 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Loading 1 hip supports 7-0-0 jacks with no webs Left side jacks have 7-0-0 setback with 0-0-0 cant and 1-0-0 overhang End jacks have 7-0-0 setback with 0-0-0 cant and 1-0-0 overhang. Right side jacks have 0-0-0 setback with 0-0-0 cant and 0-0-0 overhang Wind Wind loads and reactions based on MWFRS Right end vertical not exposed to wind pressure. TY11 T1"12 Tl"l2 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct. NA CAT W Pf: NA Ce NA Lu. NA Cs' NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 6th.ed 201 TPI Std. 2014 Rep Factors Used No FT/RT:20(0)/10(0) Plate Type(s): WAVE 10'10"7 3'10"7 4CX6 T2III XD4 T4"13 i 3'8"11 10'10"7 Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0.020 F 999 360 VERT(TL)' 0 076 F 999 240 HORZ(LL)' 0.012 F - - HORZ(fL): 0.030 F Creep Factor: 2.0 Max TC CSI. 0.805 Max BC CSI: 0.681 Max Web CSI 0.181 VIEW Ver: 17.02.01A 1115 21 05/07/2018 Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 572 1198 /- /- /- /80 F 995 /224 /- /- /- /11.3 E 611 /207 /- /- I- /5.7 Wind reactions based on MWFRS B Min Brg Width Reg = 1 5 F Min Brg Width Reg = 1.5 E Min Brg Width Reg = 1 5 Bearings B, F, 6 E are a rigid surface Bearings B & F require a seat plate Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp. B - C 179 - 449 WARNING' READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingg shipping, installingand bracing Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI and SBCA) fbr safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olhenvise,top chord shall have properly attached structural sheathing and bottom chord shall have a properyy attach 8d r fed ceilin Locations shown for permanent lateral restraint of webs shall hav bracin inslplled per BCSI sections B3, B7 or B10, asappicae. Apply plates to each face, of truss and position as shown above and on t e Joinl9Details, unless noted otherwise. Refer to ALPINE drawings160A-Z for standard plate positions Alpine, a division of ITW Bwld1'nqq CComponQnts Group Inc. shall not be responsible for any deviation from this dr?winp any failure to build the t ,, truss in conformance with AN1UTPI 1, or for handling, shipping, installation and bracing of trussesA seal on this dr8wing or cover page . , 2400 Lake Orange Or listingthisdrawing, indicates acceptance of proTessionR en ineerinq responsibilittyv sole lIyv for the des i n shown. The su! ability 9 and use of this awing for any structure is the responsibilit? of the Building Desigrfer pefANSI/TPI 1 Sec.2. Suite 150 For more information see thisjob's general notes page and these web sites: ALPINE www al ineitw.com: TPI: www t inst or ; SBCA: www.sbcindust com, ICC: www imsafe.orp Orlando FL, 32837 Job Number: N333522 Ply. 1 SEON 1603 / T53 / VAL Cust: R R8975 JRef: 1 WaO89750097 VARIOUS ,9A6/9A7 ,258SE1258MA/258TA ,RAO1 Oty. 1 FROM• PFH DrwNo 124.18.1238 29611 Truss Label: V3 KM / WHK 05/04/2018 1' 10"8 6' 10' 1 "8 I 12' 1'10"8 4'1"8 + 4'1"8 1 110"8 12 6 =4X4 4X4 1112X4=4X4(D1) B (; n T 11" 14 Loading Criteria (psq 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: 4700 Mean Height: 22 39 ft NCBCLL' 10.00 TCDL: 4.2 psi Soffit: 0.00 BCDL. 5.0 psf Load Duration. 1 25 MWFRS Parallel Dist h to 2h Spacing 24.0 " C&C Dist a: 3.00 tt 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 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Valley truss connection to truss below shall be designed and furnished by others . 12' 6, 6' 6' 12' Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs), or'=PLF Pg, NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W Pf NA Ce: NA VERT(LL): 0.001 H 999 360 1- 98 / 31 / 54 /- / 2 / 144 Lu: NA Cs NA VERT(TL). 0 003 H 999 240 Wind reactions based on MWFRS Snow Duration: NA HORZ(LL)' -0 000 F - - I Min Big Width Req = - HORZ(TL): 0.001 F Bearing A is a rigid surface. Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 6th ed 201 Max TC CSI. 0.337 Members not listed have forces less than 375# TPI Std: 2014 Max BC CSI: 0.117 Maximum Web Forces Per Ply (Ibs) Rep Factors Used Yes Max Web CSI 0.074 Webs Tens.Comp. FT/RT:20(0)/10(0) C - G 248 -400 Plate Type(s): WAVE VIEW Ver: 17.02.01A.1115.21 pfnunuur 4041 0. 7 08 05/07/2018 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 shlppin installing and bracing.Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) for safety ractices 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 chord shall have a pro Ler yattachodrigidceilingLocationsshownforpermanentlateralrestraint6fwebsshallhaybracininslalledperBCSIsections $3, B7 or 910, asapplicaQeApplyplatestoeachfaceortrussandpositionasshownaboveandontIaaoin(9Details, unless notetl otherwise Refer to ALPINE drawings160A-Z for standard plate positions. Alpine, a division of ITW Build nlComponents Group In, shall not be responsible for any deviation from this drawin any failure to build the , truss in conformance with AN I/I PI 1, or for handlin4, In, installatidn and bracing of,trussesA Seal on this dr winq or cover paqe , , 2400 Lake Orange Dr. listingthisdrawingindicatesacceptanceofproTessionafenineenn_g responsibility solely for the desi n sho 7n. The suif9ability 9 and use of this drawing for any structure is the responsibility of the Building Desigrier per ANSI/TPI 1 S c.2. Suite 150 For more information see thisjob's general notes page and these web sites. ALPINE www el ineaw com, TPI; www.l inst.or , SBCA www sbandust com: ICC w .iccsafe org Orlando FL, 32837 Job Number: N333522 Ply 1 SEON: 1604 / T44 / VAL Cust: R R8975 JRef: 1 WaO89750097 VARIOUS ,9A6/9A7 .258SE/258MA/258TA ,RA01 Oly' 1 FROKPFH DrwNo 124.18.1238 28861 Truss Label: V2 KM / WHK 05/0412018 1 1'1 0" 8 1 6'1„8 1 8, 1 r 1'10"8 4'3" 1'10"8 12 6 :4X6 =06 A4X4( D1) B C= 4X4(D1) D 17 G F E 1112X4 III2X4 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. 1000 Risk Category: II EXP: C Des Ld: 47 00 Mean Height 23 39 ft NCBCLL' 10.00 TCDL: 4.2 psf Soffit: 0.00 BCDL 5.0 psf Load Duration 1.25 MWFRS Parallel Dist. h to 2h Spacing: 24.0 " C& C Dist a' 3.00 ft Loc. from endwall not in 9.00 ft GCpr 0.18 Wind Duration. 1 60 Lumber Value Set 13B ( Effective 6/1/2013) Top chord 2x4 SP # 2 N Bol chord 2x4 SP # 2 N Webs 2x4 SP #3 Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Valley truss connection to truss below shall be designed and furnished by others . Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT NI Pf NA Ce. NA Lu: NA Cs: NA Snow Duration NA Code / Misc Criteria Bldg Code: FBC 6th ed 201 TPI Std' 2014 Rep Factors Used, Yes FT/RT 20(0)/ 10(0) Plate Type(s): WAVE M 8' 8' 8' Defl/ CSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0 001 F 999 360 VERT(TL)' 0 003 F 999 240 HORZ(LL). -0 000 E - HORZ(TL): 0 001 E Creep Factor: 2 0 Max TC CSI 0 463 Max BC CSI: 0. 117 Max Web CSI 0. 058 VIEW Ver: 17.02. 01A.1115.21 05/07/2018 N AL Maximum Reactions ( lbs), or'= PLF Loc R /U /Rw / Rh /RL /W G' 97 /26 /53 /- / 2 /96.0 Wind reactions based on MWFRS G Min Brg Width Reg = - Bearing A is a rigid surface. Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building Component Safety Information, byTPIanr7SBCA) f$ safety practices prior to performing these functions Installers shall provide temporarryy bracin per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propefly attach d rigid ceilingLocationsshownforpermanentlateralrestraintbfwebsshallhavebracminstalledperBCSIsections $3, B7 or 910, as applicable. Apply plates toeachfaceoftrussandpositionasshownaboveandontheaoin(9Details, unless noted otherwise aefer to ALPINE drawings 160A-Z for standardplatepositionsAlpine, a division of ITW Bulldl'n$FComponents Group InC. shall not be responsible for any deviation from this dr?win any failure to build the w,i, Cc,,,,,,r, truss in conformance with AN11gP11, or for handling, shipping, installation and bracing of,trussesA seal on this drNi y or cover page , , 2400 Lake Orange Dr. listing this drawing indicates acceptanceofproTessionafenineerin9responsibilitysolelyforthedesignsho7n. The suiCability 9 and use of this QrawingforanystructureisaresponsibilityoftheBuildingDesigrferper'ANSUTPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites. ALPINE www el ineitw com; TPI: www.l insi or , SBCA' www.sbundustry com, IM www icrsafe.org Orlando FL, 32837 Job Number: N333522 Ply' 1 SEQN. 1605 / T56 / VAL Cust: RR8975 JRef 1 Wa081710097 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA .RA0l Qly: 1 FROM. PFH Dnallo: 124.18.1238.29500 Truss Label: Vt KM / WHK 05/04/2018 1' 10" 8 4' 1'10"8 + 21"8 12 12 6 Q 5.62 4X4-4X4(D1) T A 4X4(D1) B Cc 1 D 4' 4' 1 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL: 2000 Wind Std: ASCE 7-10 Fig NA Ct NA CAT: NA PP Deflection in loc Udefl U# TCDL: 17.00 Speed: 150 mph Pf: NA Ce: NA VERT(LL) 0.005 999 360 BCLL 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.017 999 240 BCDL 10.00 Risk Category' II Snow Duration: NA HORZ(LL): -0.002 - - EXP: C Des Ld: 47.00 Mean Height. 24.39 ft HORZ(TL)- 0 004 - - NCBCLL 10.00 Code / Misc Criteria Creep Factor. 2.0TCDL. 4 2 psf Soffit, 0.00 BCDL: 5.0 psf Bldg Code. FBC 6th ed 201 Max TC CSI 0 097 Load Duration: 1 25 MWFRS Parallel Dist: h to 2h TPI Std: 2014 Max BC CSI: 0.141 Spacing 24.0 " C&C Dist a: 3.00 It Rep Factors Used, Yes Max Web CSI: 0.000 Loc. from endwall: not in 9.00 It FT/RT 20(0)/10(0) GCpi: 0.18 Plate Type(s): Wind Duration 1 60 WAVE VIEW Ver 17.02.01A.1115.21 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "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 . o. 708 1 ' SAT 0 • c ' l COA 0 AL 05/07/2018 Maximum Reactions (lbs), or'=PLF Loc R /U /Rw /Rh /RL /W D' 97 /11 /50 /- /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# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT * FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlingq shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (BuildingdSafetyInformation, byY TPI an r7 SBCA) fi5 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 chord shall have a propperly id ceiling Locations shown forDermanent lateral restraint of webs shall hav br cinqq installed per BCSI sections B3, B7 or B10e _ Apply plates to each face. of truss and position as shown above and on tI a Joint Details. unless noted otherwise Refer to' Alpine, a division of ITW Buuilding Com oneQnts GroupInC. shall not truss in conformance with ANSI/TPI 1, r (or handli4 shipping, in listing this drawing indicates acceptance of proTessionar en and use of this drawing for any structure is the responsibilit For more information see this job's general notes page and these web sites, ALPIN from this drawin a)1v (allure to build the 1.5eal on this drawiXg or cover page , or the desi n shown. The suitability ANSI/TPI t Sec.2. ALPINE m frwo)AIMNY 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333522 Ply: 1 I SEQN: 1606 / T41 / MONO I Cust R R8975 JRef: 1 Wa089750097 VARIOUS ,9A6/9A7 .258SE/258MA/258TA ,RAO1 Qty: 1 FROM• RDG DrwNo' 124.18 1238.29329 Truss Label: MG1 KM / WHK 05/04/2018 Loading Criteria (ps0 TCLL: 20.00 TCDL 17.00 BCLL. 000 BCDL1000 Des Ld 47.00 NCBCLL 10.00 Soffit 0.00 Load Duration: 1.25 Spacing: 24.0 " 4, T e- e 1 Wind Criteria Wind Std. ASCE 7-10 Speed: 150 mph Enclosure Closed Risk Category' II EXP- C Mean Height: 22.44 ft TCDL, 4 2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C& C Dist a 3.00 It Loc. from endwall: not in 144.00 GCpi: 0.18 Wind Duration 1 60 Lumber Value Set, 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x6 SP SS Webs 2x4 SP #3 Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Dur Fac.=1 25 / Plate Dur.Fac =1.25) TC: From 78 plf at 0 00 to 78 plf at 700 BC, From 10 pit at 0.00 to 10 plf at 700 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,Pr in PSF) Fig: NA Ct NA CAT: N) Pf: NA Ce: NA Lu NA Cs. NA Snow Duration NA Code / Misc Criteria Bldg Code FBC 6th.ed 201 TPI Sld: 2014 Rep Factors Used- Yes FT/ RT:20(0)/10(0) Plate Type(s): WAVE 7' 27' 7' 4xA B Defl/ CSI Criteria PP Deflection in loc Vdefl 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 o. 708 1 S AT 0 • COA ONAI. 05/ 07/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W A 1521 /499 /- /- /- /40 C 1389 /460/- Wind reactions based on MWFRS A Min Brg Width Reg = 1.8 C Min Brg Width Reg = - Bearing A is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp A- B 433 -1319 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp A - D 1070 - 312 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp D - B 2057 - 589 B - C 503 - 1470 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling9 shippin installing, and bracing . Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI and SBCA) f-o safety ractices prior to performing these functions. Installers shall provide temporary bracin per BCSI. Unless noted otherwise,top chord shall have property attached structural sheathing and bottom chord shall have a properly attachgrigqidceilingLocationsshownforpermanentlateralrestraintbfwebsshallhavebraacing9installedperBCSIsections ¢3, B7 or 810, asapplica0le. Apply plates to each face, of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE drawings160A-Z for standard plate positions Alpine, a division of ITW B ildy1hc Compon nts Group InC shall not be responsible for any deviation from this drpwin anyy failure to build the µMcol". trussinconformancewith NSI/TPI 1, or or handlin4, shipping, installation and bracing of,trussesA seal on this dr wing or over pa e , , 2400 Lake Orange Dr. listingthisdrawingindicatesacceptanceofpprofessionarengineeringresponsibilitty solely for the design shov7n. She suif9ability 9 anduseofthisdrawing, for any structure is the responsibilit-7of the building DesigrSer per ANSI/TPI 1 S6c.2. Suite 150 For more information see this job's general notes Dane and these web saes, ALPINE www.aloineitw.com. TPI www loinst oro SBCA: www_sbcindustm rpm• ICC www.irrsafn nm Orlando FL, 32837 Job Number: 3522 8975 VARIOUS 9A6 9A7 , 58SE/258MA/258TA ,RA01 I Qty. 2 FROM. PFH / T12 / VAL I Dr No R124 8R2 8.298209850097 Truss Label: MV2 05 Loading Criteria (psp 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 Ld 4700 Mean Height: 22. 56 ft NCBCLL. 10.00 TCDL 4 2 psf Soffit' 0.00 BCDL. 5.0 psf Load Duration: 1. 25 MWFRS Parallel Dist 0 to h/2 Spacing, 24.0 " C&C Dist a. 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1. 60 Lumber Value Set: 13B ( Effective 611/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP # 3 Lumber value set " 13B" uses design values approved 1/30/ 2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design Additional Notes Valley truss connection to truss below shall be designed and furnished by others . IMPORTANT" FURNISH THIS DRAWING Alpine, a division of ITW Buildl1'n4c CComponents Group In4. shall not truss in conformance with ANSUTPI 1, or for handling, shipping, in listing this drawing, indicates acceptance of pro essiona en and use ofthisdrawingforanystructureistheresponsibilic,....,.... —.....,..—..' --n...... a .,.... e..a ..,......., ALPIN 3'6"12 4' T6"12 5' 4 19 1112X4n C I fV 1 DF E 1113X6 4' 1 3' 612 5" 4 3'612 4' Snow Criteria (Pg, Pf in PSF) Defl/CSI Criteria Maximum Reactions (lbs), or'=PLF Pg: NA Ct. NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W F' 97 / 33 / 67 /- / 21 / 48.0 Pf. NA CeNAVERT(I-Q. NA Lu: NA Cs: NA VERT(TL): NA Wind reactions based on MWFRS Snow Duration: NA HORZ(LL): 0.004 E F Min Brg Width Req = - HORZ(TL): 0. 009 E Bearing A is a rigid surface Code / Misc Criteria Creep Factor 2.0 Bldg Code FBC 6th ed 201 Max TC CSI: 0 198 Members not listed have forces less than 375# TPI Std: 2014 Max BC CSI 0 164 Rep Factors Used: Yes Max Web CSI: 0.083 FT/RT-20( 0)/l 0(0) Plate Type(s): VIEW Ver. 17 02 01A.1115 21 WAVE s}'.• GES O. 708 1 S AT 0 ' f• t, j COA OVAL ,,r ornnnrwlw 05/07/ 2018 ALL CONTRACTORS INCLUDING THE INSTALLERS the latest edition of BCSI (Building Installers shall provide temporary bottom Chord shall have a pro erly per BCSI sectionsB3, B7 or 910, unless notetl otherwise. Defer to be responsible for any deviation from this drfiwing any failure to build the stallation an bracing of,trussesA eal on this drNin or cover pa e , gfingering responsibility solelyforthedesignsholdn. The suit9ability ry of the uilding Desig er per ANSIITPI 1 Sec.2. E v~ aipmeitw com: TPP w .pnsf.org: SBCA: w .sbandustry com, ICC. w .icesafe ALPINE n co~ 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 VAR OUS 9A6 9A7 ,2 8SE1258MA/258TA ,RA01 I Qty. 2 FROM: PFOH / T11 / VAL I Dr No R124 8R238. 9609 850097TrussLabel: MV1 Loading Criteria (psf) Wind Criteria TCLL. 2000 Wind Sid: ASCE 7-10 TCDL: 1700 Speed: 150 mph BCLL: 0.00 Enclosure: Closed BCDL 10.00 Risk Category: II EXP: C Des Ld 4700 Mean Height 23 06 ft NCBCLL: 10.00 TCDL: 4 2 psf Soffit 000 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing 24 0 " C&C Dist a: 3.00 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 "13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Valley truss connection to truss below shall be designed and furnished by others . 12 6 B i I 2' 2' 2' Snow Criteria (Pg,Pt in PSF) Defl/CSI Criteria Maximum Reactions (Ibs), or'=PLF Pg NA Ct. NA CAT: NA PP Deflection in loc Udef! U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.007 B 999 360 D' 97 116 / 60 /- / 12 Lu: NA Cs. NA VERT(TL) 0 027 B 999 240 Wind reactions based on MWFRS Snow Duration NA HORZ(LL): 0.003 B - D Min Brg Width Reg = - HORZ(TL). 0.007 B Bearing A is a rigid surface. Code / Misc Criteria Creep Factor, 2.0 24.0 Bid Code FBC 6th ed 201 Max Tr CSI, 0 057 Members not listed have forces less than 375# 9 TPI Std: 2014 Max BC CSI: 0 132 Rep Factors Used Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Plate Type(s) VIEW Ver. 17.02.01A 1115 21WAVE 05/07/2018 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, installingand bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for saety practices prior to performing these functions. Installers shall provide temporaN bracin per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propel"Ily attach d rigid ceiling Locations shown forpermanent lateral restr3lnt Of webs shall have bracing insTalled per BCI sections 63, 87 or 810, as applica a Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine, a division of ITW Bulld1'n4CComponents Group In, shall not be responsible for any deviation from this drawin any failure to build the µrr co~ truss in conformance with ANSI4PI 1, or for handlM shippinp, installation and bracing of,trussesA seal on this drewing or cover page , , 2400 Lake Orange Dr. listing thisdrawingindicatesacceptanceofproessionaenineerinctresponsibilittyysolelyforthedesignshowFh. The suiCabilrty and useofthisdrawingforanystructureistheresponsibilityoftheBuildingDesigrierperANSI/TPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web saes ALPINE. www al inenw com_TPP_ www tpmst org; SBCA: www.sbcindustry coin, ICC www imsafe org Orlando FL, 32837 Job Number: N333522 Ply 1 SEON 1609 / T22 / EJAC Cust. R R8975 JRef: 1 Wa089750097 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RA01 Oly 7 FROM ROG DrwNo' 124 18.1238.29671 Truss Label: EJ7 I KM / WHK 05/04/2018 Loading Criteria (psg TCLL: 2000 TCDL: 1700 BCLL: 000 BCDL. 10.00 Des Ld: 4700 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " T3 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: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall, not in 4.50 If 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 (3) 0.131"x3 0", min. toe -nails at top chord. Provide (2) 0.131"x3 0", min. toe -nails at bottom chord. Snow Criteria (Pg,Pf in PSF) Pg NA Ct: NA CAT: N/ Pf: NA Ce NA Lu NA Cs' NA Snow Duration. NA Code / Misc Criteria Bldg Code FBC 6th ed 201 TPI Sld 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE 7' 7' Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): NA VERT(TL)- NA HORZ(LL). 0.017 D HORZ(TL) 0 040 D Creep Factor: 2.0 Max TC CSI. 0 956 Max BC CSI: 0.602 Max Web CSI 0.000 VIEW Ver: 17.02.01A 1115 21 i4H • Sri t% N: ,.•AGE S - .0 0. 708 1 - nW1. Q < DNAL 05/ 07/2018 r. Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W B 436 /94 /349 /- /152 /8.0 D 136 /13 /106 /- /- /1.5 C 237 / 113 / 153 / - / - / 1 5 Wind reactions based on MWFRS B Min Brg Width Reg = 1 5 D Min Brg Width Req = - C Min Brg Width Reg = - Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatin , handling shipping, installing, and bracing.. Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI an9 SBCA) handlingsafety practices prior to performing these functions. Installers shall provide temporary bracin per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom Chord shall have a properly attachd rigqid ceiling Locations shown for permanent lateral restraint bf webs shall ham bracingq insl lled per BCSI sections B3, B7 or B10 as applicaf3le. Apply plates to each face, of truss and position as shown above and on tt a Joint Details, unless noted otherwise. Refer to drawings 160A- Z for standard plate positions. Alpine. a division of ITW Buildino Components Group Inc. shall not be responsible for anv deviation from this drawin an failure to build the rl NI 1, or for handling ship acceptance ofpro) essic any structure is [he respo see ssesA seal on this drawi yg or cover pa e solely for the des gn shown. The suiCability SBCA w ALPINE f GD~ 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: N333522 I Ply 1 SEQN: 1647 / T40 / EJAC Cust. R R8975 JRef: 1 WaO89750097 VARIOUS .9A6/9A7 ,258SE/258MA/258TA ,RAO1 Qty: 10 FROM: RDG DrwNo: 124 18.1238 29173 Truss Label: EJ7A FV / WHK 05/04/2018 7 6.6 I, I 7' Loading Criteria (psq TCLL: 2000 TCDL: 1700 BCLL 000 BCDL: 10.00 Des Ld. 4700 NCBCLL: 10.00 Wind Criteria Wind Std ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category. II EXP: C Mean Height: 22.19 ft TCDL: 4.2 psf Snow Criteria (Pg,Pf in PSF) Pg: NA Ct NA CAT'Ni Pf: NA Ce: NA Lu NA Cs' NA Snow Duration. NA Code I Misc Criteria Soffit: 000 BCDL. 5 0 psf Bldg Code: FBC 6th.ed 201 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Spacing: 24 0 " C&C Dist a' 3 00 ft Rep Factors Used' Yes Loc. from endwall- not in 4.50 ft FT/RT.20(0)/10(0) GCpr 0.18 Plate Type(s) Wind Duration' 1.60 WAVE Lumber Value Set: 13B (Effective 6/112013) Top chord 2x4 SP #1 Bot chord 2x4 SP #2 N Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (3) 0.131"x3 0", min. toe -nails at top chord. Provide (2) 0.131"x3.0", min toe -nails at bottom chord C Defl/CSI Criteria Maximum Reactions (Ibs) PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W VERT(LL). NA B 432 / 138 / 344 / - / 200 / 4.0 VERT(TL): NA D 136 / 14 1104 / - / - / 1.5 HORZ(LL)- -0 014 C C 250 / 170 / 150 / - / - / 1 5 HORZ(TL) 0.028 D Wind reactions based on MWFRS Creep Factor 2 0 B Min Brg Width Req = 1.5 Max TC CSI 0.750 D Min Brg Width Req = - Max BC CSI: 0 596 C Min Brg Width Req = - Max Web CSI: 0.000 Bearing B is a rigid surface VIEW Ver: 17.02.01A.1115 21 Iz o. 708 1 o SAT O A, .•' t' co'f,DNA1. 05/07/2018 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, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) handling, safety practices prior to performing these functions Installers shall provide temporary bracin per BCSI Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proper y attach tl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections E}3, 87 or 810, asdrawl ica a Apply plates to each face of truss and position as shown above and on the JoinrDetalls, unless noted otherwise refer to ALPINEdrawings160A-Z for standard plate positions Alpine, a division of ITW Build1ncch CComponents Group Inc shall not be responsible for any deviation from this drawin any failure to build the µrrt co~ truss in conformance with uNSI/TPI 1, or for handlirS shippin , installatidn and bracing of trussesA seal on this druwillg or cover page , , 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essiona en ineering responsibility solely for the desi n shovan. The suiCability 9anduseofthisdrawingforanystructureisgo) responsibilit,7of the Building DesigrSer per ANSI/TPI 1 Sec.2. Suite 150 For more information see thisjob's general notes page and these web sites ALPINE, www.al ineitw com, TPI: www.t inst or , SBCA: www.sbdndust com: ICC. www iccsafe.org Orlando FL, 32837 Job Number: N333522 Ply 1 SEQN 1612 / T68 / EJAC I Cust: RR8975 JRef: lWa089750097 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RA01 Qty, 5 FROM: RDG DrwNo. 124A8.1238.28876 Truss Label: EJ7S KM / WHK 05/04/2018 Loading Criteria (psf) TCLL- 20.00 TCDL 17.00 BCLL 0.00 BCDL. 1000 Des Ld 47.00 NCBCLL: 1000 Soffit: 0.00 Load Duration 1 25 Spacing: 24.0 " T 6"6 j_ 4M(B1) Wind Criteria Wind Std ASCE 7-10 Speed: 150 mph Enclosure, Closed Risk Category II EXP. C Mean Height 22 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: not in 4.50 ft GCpi: 0.18 Wind Duration 1 60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #2 N Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (3) 0.131"x3.0", min. toe -nails at top chord. Provide (2) 0 131"x3.0", min toe -nails at bottom chord. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT N/ Pf- NA Ce NA Lu: NA Cs- NA Snow Duration NA Code I Misc Criteria Bldg Code, FBC 6th.ed 201 TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s) WAVE 7' 7' Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL) NA VERT(TL): NA HORZ(LL) -0 015 B HORZ(fL): 0.030 C Creep Factor: 2.0 Max TC CSI: 0.777 Max BC CSI: 0.606 Max Web CSI. 0.000 VIEW Ver, 17 02 01A.1115.21 0 S o. 708 1 at• SAT O Q COAL DNAL 05/07/2018 B C Maximum Reactions (Ibs) Loc R U Rw /Rh /RL W A 347 93 255 / - / 176 C 137 16 107 /- /- 15 B 254 174 154 1- / - 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 DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingSafetyInformation, by TPI anSBCA) g safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted oyherwise,top chord shall have properly attached structural sheathing and bottom &hard shall have a properly 4d. ceiling Locations shown for permanent lateral restraint bf webs shall have bracing installed per BC51 sections B3, B7 or 910 e. App?y plates to each face of truss and position as shown above and on the aoingDetails, unless noted otherwise. Refer to' 60A- Z for standard plate positions of ITW Build) hc Components Group InC shall not be respponsible for any deviation from this drawing anyy failure to build the incewithANSI/TPI 1, or for handling, shipping, installatiN and bracing of,trussesA seal on this dr wirSg or cover pagqe , inindicatesacceptanceofproesslonaenineeringresponsibilitty solely for the design shov7n. The sujCability rawingforanystructureistheresponsibilityoftheBuildingDesigrSerperANSI/TPI 1 S-6c.2. see this thisjob's notes page and these web sites ALPINE, www.alpineitw com TPI www.tpinst or SSCA www sbcindustrycorn ICC www imsafnotes pageandthesewebsitesALPINE• www.alpineitw com TPI www.tpinst or SSCA www sbcindustry corn ICC' www imsaf ALPINE se r++ inaC 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333522 Pty 1 SEQN• 1613 / T54 / EJAC Cust R R8975 JRef. 1 WaO89750097 VARIOUS ,9A6/9A7 ,258SE/258M/V258TA ,RA01 Qty: 5 FROM: RDG DrwNo: 124.18.1238 29360 Truss Label: EJ2 SN / OF 05/04/2018 T i Loading Criteria (psq 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 EXP: C Des Ld' 47.00 Mean Height: 20.91 ft NCBCLL: 1000 TCDL. 4.2 psf Soffit' 0.00 BCDL' 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist 0 to h/2 Spacing, 24.0 " C&C Dist a: 3.00 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. 12 C 4X4(B1) 1108 A r 1w%, M Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg NA Ct: NA CAT. NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL W Pf: NA Ce: NA VERT(LL): NA B 200 / 71 / 178 / - / 68 4.0 Lu NA Cs' NA VERT(TL)- NA D 33 / 3 / 27 / - / - 1.5 Snow Duration: NA HORZ(LL): -0.000 C C 47 / 36 / 20 / - / - 1.5 HORZ(TL) 0.000 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 201 Max TC CSI: 0.183 D Min Brg Width Req = - TPI Std' 2014 Max BC CSI: 0.031 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 01A.1115.21 05/07/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, byY TPI an r7 SBCA) for safety practices prior to performing these functions. Installers shall provide temporarryY bracino per BCSI. Unless noted olherwise,top chord shall have proper)Y attached structural sheathing and bottom chord shall have a properlyattach p d rigid ceilPP99y Locations shown for permanent lateral restraint of webs shall hav bracing instilled per BCSI sections B3, B7 or 910asaIlcaeAT t lates to each face of truss and position as shown above and on tt a Joins Details, unless noted otherwise. Defer to ALPINEdrawings160A-Z for s andard plate positions Alpine, a division of ITW Buildlng Compongnts GTu. p InC shall not be responsible for any deviation from this drawin any failure to build the µnwc truss in conformance with ANSI PI 1, or for handlin shipping, installation and bracing of,trussesA eal on this dr wing or cover page , , 2400 Lake Orange Dr. listing this drawing, indicates acceptance of rd essionaf en ineerinq responsibility solely for the des i n shown. The suit -ability g and use of this awing for any structure is phe responsibility of the Building Desigrier per ANSI/TPI 1 Sec.2. Suite 150 For more information see thisjob's general notes page and these web sites ALPINE: www.al ineitw corn. TPI www t inst.or , SBCA www sbundust com: ICC: www.iccsafe.org Orlando FL, 32837 Job Number: N333522 Ply 1 I SEQN: 1614 / T28 / JACK I Cust. R R8975 JRef 1 Wa089750097 VARIOUS ,9A6/9A7 .258SE/258MA/258TA ,RA01 Qty. 9 FROM. HMT DrwNo: 124.18 1238.29453 Truss Label: CJ5A KM / WHK 05/04P2018 Loading Criteria (psf) TCLL 2000 TCDL: 1700 BCLL: 0.00 BCDL' 1000 Des Ld 47 00 NCBCLL: 10.00 Soffit. 000 Load Duration' 1.25 Spacing. 24 0 " T 6" 6 i 1 4114 411 "4 Wind Criteria Wind Std. ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP. C Mean Height: 21.67 ft TCDL: 4.2 psf BCDL. 5 0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 It Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0 131"x3.0", min toe -nails at top chord. Provide (2) 0 131"x3.0", min toe -nails at bottom chord. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: Ni Pf' NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code. FBC 6th.ed 201 TPI Std: 2014 Rep Factors Used: Yes FT/RT 20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): NA VERT(TL). NA HORZ(LL)' -0 006 C HORZ(TL): 0.010 D Creep Factor 2 0 Max TC CSI: 0.475 Max BC CSI. 0.298 Max Web CSI: 0.000 VIEW Ver: 17 02 01A 1115 21 jj. figIA AGE S •. o. 708 1 a t 94, SAT O COA'.UiNAI. 05/07/2018 C Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 334 1107 / 272 / - / 145 / 4.0 D 96 /10 /73 /- /- /1.5 C 171 /116 /102 /- I- /15 Wind reactions based on MWFRS B Min Brg Width Reg = 1 5 D Min Brg Width Reg = - C Min Brg Width Reg = - Bearing B is a rigid surface Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building 1 Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary r BCSI., Unless noted olherwise,top chord shall have proper)yy attached structural sheathing and bottom Chord shall have a proLerlyaidceiling. Locations shown for permanent lateral restraint bf webs shall hav bracin installed p8r BCSI sections B3, B7 or 910, fie. AoD?v olates to each face of truss and Dosition as shown above and on tI a Joini9Details. unless not otherwise Refer to Alping, a division of ITW I Xt1ild1' 4 omponents Group In, shall not be responsible for any deviation from this drpwinq any failure to build thetrussinconformancewithANSI/T 1 1, or for handling, s ipping, installation and bracing of trussesA seal on this dr88wing or cover page , listing this drawing indicates acceptance of pro esstona en ineerinq responsibility sole) for the desi n shown. The suiTabilityanduseofthisdrawing, for any structure is pro responsibilit,7 of the Building Desigrfer perrANSI/TPI 1 Sec.2. ALPINE u. rrw CO~ 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333522 I Ply. 1 SEON. 1615 / T45 / JACK Cust: R R8975 JRef. 1 WaO89750097 VARIOUS .9A6/9A7 ,258SE/258MA/258TA ,RA01 Oly 1 FROM: RDG DnvNo. 124 18.1238.29764 Truss Label: CJ5S KM / WHK 05/0412018 T 6"6 i 4X4( B1) Loading Criteria ( psf) TCLL: 20.00 TCDL: 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld. 47.00 NCBCLL: 10.00 Wind Criteria Wind Std: ASCE 7- 10 Speed: 150 mph Enclosure. Closed Risk Category' II EXP. C Mean Height: 21.92 fl TCDL: 4.2 psf 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 Soffit: 0.00 BCDL 5 0 psf Bldg Code: FBC 6th.ed 201 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Spacing: 24.0 " C& C Dist a: 3.00 it Rep Factors Used Yes Loc. from endwall: not in 4 50 ft FT/RT:20(0)/10(0) GCpi' 0 18 Plate Type(s): Wind Duration 1.60 WAVE Lumber Value Set 13B ( Effective 6/1/2013) Top chord 2x4 SP # 2 N Bot chord 2x4 SP # 2 N 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 4' 11 "4 4' 11 "4 Defl/ CSI Criteria AlPP Deflection in loc Udefl U# VERT(LL). NA VERT( TL): NA HORZ( LL). -0.007 B HORZ(TL)' 0 012 C Creep Factor: 2.0 Max TC CSI 0. 509 Max BC CSI: 0 308 Max Web CSI: 0. 000 VIEW Ver 17 02 01A 1115.21 H, o. 708 1 a t SAT O t• wz COA' 0NAL E ,,• 05/ 072018 B C Maximum Reactions ( Ibs) Loc R / U / Rw / Rh / RL / W A 246 /62 /180 /- / 121 /- C 97 /11 /76 /- /- / 15 B 177 / 120 / 108 / - / - / 1.5 Wind reactions based on MWFRS A Min Brg Width Reg = - C Min Brg Width Reg = - B Min Brg Width Reg = - Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPIandSBCA) fo'r safely practices prior to performing these functions. Installers shall provide temporarryY bracin per BCSI Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro L erly attach d npld ceiling Locations shown for permanent lateral restraint of webs shall hav bracing ins plled per BC51 sections B3, B7 or 810, as app ica e. Apply plates to each face of truss and position as shown above and on tI a oin Details, unless noted otherwise Refer to ALPINE drawings 160A-Z for standardplatepositionsAlpine, a division of ITW Buuildi1ngq CComponents Grpup Ino shall not be responsible for any deviation from this drpwin any failure to build the rwro,,,,r truuss in conformance with ANSIrfP1 1, or or handling, shipping, installation and bracing of,trussesA seal on this dr wl g or cover page , , 2400 Lake Orange Dr. listing this drawing indicates acceptance of proTessionar en ineering responsibilitty solely for the design shown. The suitability Suite 150 and use of this drawing, for any structure isthe responsibility of the Building Desigrier per ANSI/TPI 1 S16c.2. For more information see this job's general notes page and these web sites' ALPINE: www alpineitw.com; TPI: www tpinst org; SBCA. www sbcundust .com, ICC: www.iccsafe org Orlando FL, 32837 Job Number: N333522 Ply 1 SEQN. 1616 / Ti9 / JACK Cusl: RR8975 JRef: 1WaO89750097 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RAO1 Qty. 1 FROM: RDG DrwNo. 124.18.1238.29655 Truss Label: CJ3S KM / WHK 05/04/2018 T 6"6 i 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 Des Ld: 47.00 EXP: C Mean Height* 21.42 It NCBCLL. 10.00 TCDL: 4.2 psf Soffit 0.00 BCDL: 5.0 psi 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 611/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "'I 3B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design Additional Notes Provide (2) 0 131"x3 0", min. toe -nails at top chord. Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. 4X4(B1) 12 B 2' 11 "4 2' 11 "4 Snow Criteria (Pg,Pf in PSF) Fig: NA Ct: NA CAT' N/ Pf: NA Ce NA Lu: NA Cs NA Snow Duration- NA Code / Misc Criteria Bldg Code. FBC 6th.ed 201 TPI Std: 2014 Rep Factors Used: Yes FT/RT-20(0)/10(0) Plate Type(s) WAVE C Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL) NA VERT(TL). NA HORZ(LL): -0.002 B HORZ(fL): 0.003 C Creep Factor 2 0 Max TC CSI: 0 283 Max BC CSI: 0 111 Max Web CSI: 0.000 VIEW Ver: 17 02 01A 1115.21 o. Z08 1 a SAT O 4,Q COA #NAIN 05/07/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W A 148 /34 /108 /- /70 /- C 57 /6 /44 /- /- /1.5 B 106 /72 /64 /- /- /15 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 quire extreme care in fabricating, handling,shipping, installing, and bracing. Refer to and follow the latest edition of BCSI (BuildingtSafetyInformation, byY TPI an SBCA) for safety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlySNidceilingLocationsshownforpermanentlateralrestraintOfwebsshallhavbracininslplledperBCSIsectwnsB3, B7 or 910e. Apply plates to each face ortruss and position as shown above and on tt a Joint9Details, unless noted otherwise. Defer to 60A-Z for standard plate positions Alpine, a division of truss in conformanc listing this drawint and use of this i see this omponpnts Grpup 1%. shall not be responsible for any deviation from this drawin anv failure to build the 1 1, or for handling shipping, installatidn and bracing of,trussesA seal on this dr wirsg or cover pa4e , acceptance of proTessionaf en ineering responsibility solely for the design shown. The suitabilityanystructureistheresponsibilityoftheBuildingDesigrierperANSI/TPI 1 Sec.2. oral notes page and these web sites ALPINE www aipmeitw.com. TPI www tpmst org: SBCA. www.sbundustry com ICC: www.icrsal ALPINE Mco~ 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333522 Ply 1 SEON: 1617 / T27 / JACK I Cush RR8975 JRef. 1WaO89750097 VARIOUS ,9A6/9A7 ,258SEt258MA/258TA ,RAO1 Oly. 9 FROM HMT DrwNo. 124.18 1238 29032 Truss Label: CJ3A KM / WHK 05/04/2018 12 6 N B ch N TT A N D 1 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 Des Ld: 47.00 EXP: C Mean Height: 21.17 ft NCBCLL. 10.00 TCDL 4.2 psf Soffit: 000 BCDL 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist. 0 to h/2 Spacing: 24 0 " C&C Dist a 3.00 It 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 " 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. 2'11'A i 2'11"4 "l Snow Criteria (Pg,Pf in PSF) Defum Criteria Maximum Reactions (Ibs) Fig: NA Ct: NA CAT NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W B 242 / 81 / 207 / - / 94 / 4.0 Pf NA Ce NA VERT(LL) NA Lu NA Cs' NA VERT(TL) NA D 55 / 3 / 42 / - / - / 1.5 Snow Duration. NA HORZ(LL): -0.001 C C 94 / 65 / 52 / - / - / 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 201 Max TC CSI: 0 253 D Min Brg Width Req = - TPI Std, 2014 Max BC CSI: 0 096 C Min Brg Width Req = - Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B is a rigid surface FT/RT20(0)/10(0) Members not listed have forces less than 375# Plate Type(s). VIEW Ver 17 02.01A.1115 21WAVE r 0. Z08 1 SAT O • Q 1 - Ss ONAL ENcoya6" 05/07/2018 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 shippin installing. and bracing. , Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) f r safety ractices prior to performing these functions Installers shall provide temporary bracing per SCSI. Unless noted oyherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proLeriyattachedrigAidceilinLocationsshownforpermanentlateralrestraintbfwebsshallhaybracinqqinstalledprBCSIsectionsB3, 87 or 910, as appllca0le. App y plates to each face, of truss and position as shown above and on tthe Join, Details, un(ess noted otherwise. Refer to ALPINE drawings160A-Z for standard plate positions Alpine, a division of ITW Buildl'ng Components Grp. p InC shall not be responsible for any deviation from this drpwin any failure to build the .` 00 trussInconformancewithANSIPI1, or for handlinq shipping, installation and bracing of,trussesA seal on this dr wing or cover pa e, , 2400 Lake Orange Dr. listingthisdrawing, indicates acceptance of proTessionaf en ineenniq responsibility solely for the design shown. The suiPability 9 and use of this drawing for any structure is the responsibiQ of the Building Desigrier per ANSI/TPI 1 Sgc.2. Suite 150 For, more information see thisjob's general notes page and these web sites, ALPINE: www al ineitw corn: TPI: www t inst or , SBCA• www.sbnneust .com, ICC' w iccsafe.org Orlando FL, 32837 Job Number: N333522 Ply' 1 I SEQN. 1618 / T52 / JACK Cusl: R R8975 JRef 1 WaO89750097 VARIOUS .9A6/9A7 ,258SE/258MA/258TA ,RA01 City: 13 FROM. HMT DrwNo: 124.18.1238.29437 Truss Label: CJ1A KM / WHK 05/04/2018 Loading Criteria (psi) TCLL 2000 TCDL 1700 BCLL. 0.00 BCDL' 1000 Des Ld: 47.00 NCBCLL' 10.00 Soffit: 0.00 Load Duration 1 25 Spacing 24.0 " T I Wind Criteria Wind Std' ASCE 7-10 Speed 150 mph Enclosure: Closed Risk Category. II EXP: C Mean Height' 20.67 It TCDL. 4.2 psf BCDL' 5 0 psf MWFRS Parallel Dist. 0 to h/2 C&C Dist a 3.00 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. 12 6 C B T A D 4X4(B1) 1' Snow Criteria (Pg,Pf in PSF) Pg NA Ct. NA CAT. N/ Pf NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code FBC 6th ed 201 TPI Std 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s) WAVE 411` i11 "4 Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): NA VERT(TL)' NA HORZ(LL). -0 000 C HORZ(TL) 0 001 C Creep Factor 2.0 Max TC CSI 0.183 Max BC CSI: 0.020 Max Web CSI: 0 000 VIEW Ver: 17.02.01A.1115 21 o. Z08 1 It ' a t SAT O Q A- COA #' ONAI. 05/07/2018 T rn co Maximum Reactions (lbs) Loc R / U / Rw / Rh / RL / W B 182 /72 /173 /- /45 /40 D 12 /6 /13 /- /- /1.5 C -12 /27 /20 /- /- /15 Wind reactions based on MWFRS B Min Brg Width Reg = 1 5 D Min Brg Width Reg = - C Min Brg Width Reg = - Bearing B is a rigid surface Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingq shipping, installingand bracing Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI an c7 SBCA) fbr safety practices prior to performing these functions Installers shall provide temporary bracin per BCSI Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom Chord shall have a pro y attacph)I rigid ceillina Locations shown forpermanent lateral restraint of webs shall hay bracing inslolled p8r BCSI sections B3, B7 or 810 asaIcae. A T lates to each face of truss and position as shown above and on the Joini Details, unless noted otherwise. Refer to ALPINE drawings160A-Z for standard plate positions. Alpine, a division of ITW Build inlComponpnts Group Ink shall not be responsible for any deviation from this drawing any failure to build the u mvcommw truss in conformance with ANSI 1, or or hantll14 s ippinq, installation and bracing of trussesA seal on this dr8wi g or cover page , , 2400 Lake Orange Dr. listing this drawing, indicates acceptance of pro) essionaf en ineerinq responsibility solely for the de si n sh.Wn. The suitability Suite 150 anduseofthisyawingforanystructureistheresponsibilityoftheBuildingDesigrierperANSI/TPI 1 ac.2. For more information see this ob's general notes page and these web sites ALPINE w at ineaw corn, TPI. www.t inst or . SBCA: v .sbandustry corn, ICC w imsafe or Orlando FL. 32837 VAR OUS 9A6 9A7 ,2 8SE/258MA/258TA ,RA01 I Oty 1 I FROM: HMT / T50 / JACK I KM No/ R 24. 8R2 8 292209850097 Truss Label: CAS Loading Criteria (psq TCLL' 20.00 TCDL' 17.00 BCLL 000 BCDL. 10.00 Des Ld' 4700 NCBCLL: 10.00 Soffit. 000 Load Duration' 1 25 Spacing: 24.0 " Wind Criteria Wind Std ASCE 7-10 Speed: 150 mph Enclosure. Closed Risk Category: II EXP C Mean Height. 20.92It 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. 12 6 B A cm _ 4X4(B1) C 11 "4 11 "4 Snow Criteria (Pg,Pf in PSF) Pg. NA Ct: NA CAT: Ni Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration' NA Code / Misc Criteria Bldg Code FBC 6th ed 201 TPI Sid. 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s) WAVE Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): NA VERT(TL) NA HORZ(LL). -0.000 B HORZ(TL) 0 000 B Creep Factor. 2.0 Max TC CSI: 0.027 Max BC CSI: 0.007 Max Web CSI 0.000 VIEW Ver: 17 02.01A 1115 21 H. o. 708 1 SAT D . A- r• (r . COA fi'6NAL 05/07/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W A 51 /6 /36 /- /21 /- C 17 /2 /13 /- /- /1.5 B 32 /24 /20 /- /- /15 Wind reactions based on MWFRS A Min Brg Width Reg = - C Min Brg Width Reg = - B Min Brg Width Reg = - Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand 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 bracin per BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom Chord shall have a proper y attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have brawn installed p8r BCI sections B3, 87 or 810, as app ica e. Apply Oates 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 But ildl1ng Componfnts Group InC shall not be responsible for any deviation from this drpwinp apv failure to build the truss in conformance with ANSI/TPI 1, or or handliriq, shipping, installation and bracing of,trussesA seal on this dr8wing or cover pa e , listing this drawing, indicates acceptance of proTessionar en ineerinq responsibility solely for the design shown. The sui ability and use of this a awing for any structure is p e responsibility of the Building Desigrier per ANSI/TPI 1 S c.2. ALPINE M rTW COMMM' 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333522 Ply 1 SEON 1620 / T32 / JACK Cust: R R8975 JRef 1 Wa089750097 VARIOUS ,9A6/9A7 ,258SE/258M/V258TA ,RA01 Oty. 6 FROM HMT DrwNo. 124.18.1238 29205 Truss Label: CJ5 KM / WHK 05/04/2018 Lei 12 6 M 9) 9) N M B ch A D 2X4(A1) 1' 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: 47.00 Mean Height. 15.00 It NCBCLL 10.00 TCDL 4 2 psf Soffit 000 BCDL. 5 0 psf Load Duration 1 25 MWFRS Parallel Dist 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set " 13B" uses design values approved 1 /30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0.131"x3.0", min toe -nails at top chord Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. Snow Criteria (Pg,Pf in PSF) Fig NA Ct: NA CAT N/ Pf: NA Ce: NA Lu NA Cs NA Snow Duration NA Code / Misc Criteria Bldg Code: FBC 6th.ed TPI Std 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s) WAVE 4' 11 "4 4' 11 "4 Defl/CSI Criteria Maximum Reactions (Ibs) PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W VERT(LL) NA VERT(TL): NA HORZ(LL). 0.005 D HORZ(TL) 0 013 D Creep Factor. 2 0 Max TC CSI: 0 422 Max BC CSI: 0.287 Max Web CSI. 0 000 VIEW Ver: 17.02.01A 1115.21 o. 708 1 k SAT O COA #Il 241"__ 05/07/2018 B 338 /76 /277 /- /112 /8.0 D 94 /8 /71 /- /- /15 C 163 /78 /103 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface Bearing B requires a seat plate. Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporarryY bracing per BCSI Unless noted otherwise,top chord shall have properly attached structural sheathingq and bottom chord shall have a pro pperlyattachedrigidceilingLocationsshownforpermanentlatqralrestraintofwebsshallhavebraaanqinstatedperBCSIsectionsB3, B7 or 910 asapplicaimeApplyplatestoeachfaceoftrussandpositionasshownaboveandontheJointDetails, unless noted otherwise. Refer to' ALPINE drawings160A-Z for standard plate positions. Alpine, a division of ITW Buildl1'nqq Components Group Inc shall not be responsible for any deviation from this drawin any failure to build the PMCO~ truss in conformance with ANSIIfPI 1, or for handh4 shipping, installation and bracing of trussesA seal on this dr wI g or cover pa e , , 2400 Lake Orange Or listing this drawing indicates acceptance of pro) essionar en meenny responsibilitty solely for the design shown. The suidbility Suite 150 and useofthisr7awingforanystructureistheresponsibilityofthebuildingDesigrferperANSIlTPI1Sec.2. For more information see thisjob's general notes page and these web sites ALPINE www.al ineitw corn: TPI: www t inst or , SBCA www sbcindustry com, ICC ~ iccsafe org Orlando FL, 32837 to Job Number: N333522 Ply 1 I SEON. 1622 / T58 / JACK Cust. R R8975 JRef. 1 WaO89750097 VARIOUS ,9A6/9A7 ,258SEt258MA/258TA ,RA01 Oty 6 FROM HMT DrwNo 124 18.1238 29062 Truss Label: CJ3 KM / WHK 05/04/2018 Loading Criteria (ps0 Wind Criteria TCLL 2000 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: 4700 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL, 4.2 psf Soffit: 000 BCDL 5 0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing 24 0 " C&C Dist a: 3.00 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"0.0", min. toe -nails at top chord. Provide (2) 0 131"x3.0", min. toe -nails at bottom chord. 2X4(A1) 2' 11 "4 2' 11'A C Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg. NA Ct: NA CAT: NA PP Deflection in loc Udell U# Pf: NA Ce: NA VERT(LL): NA Lu. NA Cs: NA VERT(TL): NA Snow Duration, NA HORZ(LL): 0.001 D HORZ(TL) 0 002 D Code / Misc Criteria Creep Factor: 2.0 Bldg Code, FBC 6th.ed 201 Max TC CSI: 0.180 TPI Std: 2014 Max BC CSI: 0.091 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Plate Type(s): WAVE VIEW Ver 17.02 01A.1115.21 05/07/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 248 /61 /212 /- /74 /80 D 52 /4 /41 /- /- /1.5 C 87 /43 /52 /- /- /15 Wind reactions based on MWFRS B Min Brg Width Reg = 1 5 D Min Brg Width Reg = - C Min Brg Width Reg = - Bearing B is a rigid surface. 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 shippin installingand bracing. Refer to and follow the latest edition of BCSI (Building tSafetyInformation, by TPI an c7 SBCA) fo'r safety ractices prior to performing these functions. Installers shall provide temporary BCSI Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro pper y iid ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or 810, ile. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise Refer to 60A- Z for standard plate positions a aivision or i I w t3una1 nccLLcomponents Group In inconformancewithAN1, or for handlin4 sl g this drawing, indicates acceptance of proles useofthisr7awingforanystructureistheresre information see this job's general notes page and these web shall not be responsible for any deviation from this drpwing anY failure to build the spin? q, installation an bracing of,trussesA seal on this dr8wirfgg or cover page onaf engineering responsibility solely_for the design shole7n. The suitability www apneitw com; i vi w AL NEm mV mMIHfY 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333522 Ply. 1 SEON 1624 / T31 / JACK Cust. R R8975 JRef, 1 WaO89750097 VARIOUS ,9A619A7 ,258SE1258MA/258TA ,RA0l Oty. 6 FROM ROG DrwNo 124 18.1238.29578 Truss Label: CA KM / WHK 05/04/2018 Loading Criteria (psf) TCLL 20.00 TCDL. 17.00 BCLL 000 BCDL. 1000 Des Ld 47.00 NCBCLL 1000 Soffit: 000 Load Duration: 1.25 Spacing. 24 0 " 4"3 Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure. Closed Risk Category II EXP C Mean Height 15.00 ft TCDL 4 2 psf BCDL 5.0 psf MWFRS Parallel Dist. 0 to h/2 C&C Dist a 3.00 It Loc. from endwall Any GCpt 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 B — M T co A D 2X4(A1) 1, aTe 11 "4 11 "4 Snow Criteria (Pg,Pf in PSF) Pg NA Ct NA CAT' NE Pf NA Ce: NA Lu NA Cs. NA Snow Duration NA Code / Misc Criteria Bldg Code FBC 6th.ed 201 TPI Std2014 Rep Factors Used Yes FT/ RT:20(0)/10(0) Plate Type(s). WAVE Defl/ CSI Criteria PP Deflection in loc Udefl U# VERT( LL). NA VERT( TL): NA HORZ( LL). -0.000 D HORZ( TL) 0 000 D Creep Factor 2 0 Max TC CSI• 0.171 Max BC CSI 0 022 Max Web CSI 0 000 VIEW Ver: 17.02.01A 1115.21 G Sic It o. 708 1 o • SAT 10 4,; COA 46SaNAL 05/ 07/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 196 /66 /189 /- /36 /80 D 7 /11 /14 I- I- /15 C - 21 /35 /24 /- /- /15 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 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, installingand bracing Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions Installers shall provide temporarryY bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro pperly attached rmid ceiling Locations shown for permanent lateral restraint of webs shall have braacin installed per BCSI sections B3, B7 or B10 as applicab' te. Apply plates to each face of truss and position as shown above and on the Joint9Details, unless noted otherwise Defer to' ALPINE drawings 160A-Z for standard plate positions. Alpine, a division of ITW Bulld1'ncLCompon nts Group InC shall not be responsible for any deviation from this drpwin anyy failure to build the µitt,,ca,,,,,,w truss inconformancewithANSI4PI1, or or handling, shipping, installation and bracing of.trussesA seal on this drowing or cover page , , 2400 Lake Orange Dr listingthis drawing, indicates acceptance of pro essiona engineering responsibility solely for the design shown. The sui ability and useofthisr7awingforanystructureistheresponsibilityoftheBuildingDesigrferperANSI/TPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites ALPINE www al ineitw.com, TPI. w t inst or , SBCA• www Sbandustry corn, ICC v iccsafe org Orlando FL, 32837 Job Number: N333522 Ply: 1 SEON: 1610 / T29 / EJAC Cust. RR8975 JRef, 1 Wa089750097 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RA01 Oty 4 FROM. RDG DrwNo: 124.18.1238.29156 Truss Label: EJ74 KM / WHK 05/0412018 C. 12 4 1 LO T N B N 5 A D Loading Criteria (psf) TCLL: 2000 TCDL: 1700 BCLL: 0. 00 BCDL: 10.00 Des Ld, 47.00 NCBCLL 1000 Soffit' 0. 00 Load Duration: 1.25 Spacing. 24 0 " Wind Criteria Wind Std ASCE 7- 10 Speed: 150 mph Enclosure Closed Risk Category. II EXP C Mean Height 15.00 ft TCDL. 4.2 psf BCDL' 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3 00 ft Loc. from endwall. Any GCpi' 0.18 Wind Duration: 1.60 Lumber Value Set, 13B ( Effective 6/1/2013) Top chord 2x4 SP # 2 N Bot chord 2x4 SP # 2 N Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (3) 0.131" x3 0", min. toe -nails at top chord Provide (2) 0.131 " x3.0", min toe -nails at bottom chord. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT. Ni Pf: NA Ce NA Lu' NA Cs: NA Snow Duration NA Code / Misc Criteria Bldg Code' FBC 6th. ed 201 TPI Std. 2014 Rep Factors Used: Yes FT/RT:20(0)/ 10(0) Plate Type(s) WAVE Defl/CSI Criteria PP Deflection in loc Udefl U# 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 0.708 1 S AT O ;` Q PONA t 05/07/ 2018 Maximum Reactions (lbs) Loc R /U /Rw / Rh /RL /W B 426 /115 /329 /- / 101 /80 D 134 /12 /103 /- /- / 1.5 C 228 / 97 / 132 /- / - / 1 5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling sht pin installing and bracing Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) fbr safPety ractices prior to performing these functions Installers shall provide temporary bracin per SCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a properly attach d ri9gid ceiling Locations shown for Dermanent IatQral restraint of webs shall have braGn inslolled per BCI sections !}3, B7 or 810, as applicable Apply platestoeachfaceortrussandpositionasshownaboveandontheJoini9Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z forstandardplatepositionsAlpine, a division of ITW Build 11ng Components Group InCshall not be responsible for any deviation from this drpwin any failure to build the N nwco,,,,,,,,, truss in conformance with ANSI/TPI 1, or for handling shipping, installation and bracing of,trussesA seal on this dr wing or cover page , , 2400 Lake Orange Dr listingthis drawing indicates acceptanceofproessionaengineeringresponsibilitysolelyforthedesignshon. The sui ability and use of this drawing for any structure is the responsibility of the Building Desigrier per ANSI/TPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites. ALPINE. www al ineitw com. TPI, w t inst.or : SBCA: www.sbcmdustry com, ICC www icrsafe.org Orlando FL, 32837 Job Number: N333522 Ply 1 SEQN 1621 / T66 / JACK Cust RR8975 JRef. 1WaO89750097 VARIOUS ,9A619A7 ,258SE/258MA/258TA .RA01 Oty. 2 FROM ROG DrwNo. 124.18.1238.29641 Truss Label: CJ54 KM / WHK 05/04/2018 3" 5 i 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 CategoryII Des Ld 47.00 EXP: C Mean Height, 15.00 ft NCBCLL 10.00 TCDL' 4 2 psf Soffit' 0.00 BCDL: 5.0 psf Load Duration 1 25 MWFRS Parallel Dist, 0 to h/2 Spacing 24.0 " C&C Dist a: 3 00 It Loc. from endwall. not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set " 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. 1? C 4' 11'A 4' 11'A Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Fig NA Ct NA CAT: NA PP Deflection in loc Udefl U# Pf NA Ce: NA VERT(LL): NA Lu. NA Cs NA VERT(TL) NA Snow Duration: NA HORZ(LL): 0 006 D HORZ( TL): 0.013 D Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.391 TPI Std: 2014 Max BC CSI 0.278 Rep Factors Used: Yes Max Web CSI: 0.000 FT/ RT'20(0)/10(0) Plate Type(s) WAVE VIEW Ver. 17.02.01A 1115.21 0. 708 1 a t SAT O C coo,NAL N T co Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 330 /92 /261 /- /75 /8.0 D 93 /8 /70 /- /- 115 C 156 /66 /89 /- /- /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/ 07/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricatingg, handlin shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building tSafetyInformation, byY TPI an a SBCA) & safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted otherwise,top chord shall have properN attached structural sheathinq and bottom Chord shall have a propperly id ceiling Locations shown for permanent lateral restraint f webs shall hay braacingq installed per BCSI sections B3, B7 or 810 e. AppTy plates to each face, or truss and position as shown above and on tthe JoinrDetails, unless noted otherwise. Refer to' 60A- Z for standard plate positions. line, a division of ITW Build' i Con ss In cpnformance with AN I/TP1 1 ting this drawing,indicates acne d use of this awing for any s more information see this job's general note shall not from this drawing any failure to build the 1 seal on this dr8wir59q or cover pa e Aor the design shovTn. The suif9ability ALPINE ponsibilitl7 of the Building Des sites: ALPINE w aipineitw com; TPI, n CONMNY 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Wa VARIOUS 9A6/9A7 ,2 8SE/258MA/258TA ,RA0l I Oty., 2 FROM• RDG / T67 /JACK DrwNo: R124.18RZ381 975089750097 Truss Label: CJ34 KM / WHK 05104/2018 V 12 4 C 2X4( A1) M 1, 2 11 4 211 " 4 Loading Criteria ( psf) Wind Criteria Snow Criteria (Pg,Pt in PSF) Defl/CSI Criteria Maximum Reactions (lbs) TCLL. 2000 Wind Std. ASCE 7-10 Pg: NA Ct. NA CAT NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 17.00 Speed: 150 mph Pf: NA Ce: NA VERT(LL): NA B 242 / 71 / 199 / - / 50 / 8.0 BCLL 0.00 Enclosure. Closed Lu: NA Cs: NA VERT(TL): NA D 51 / 4 / 39 / - / - / 1.5 BCDL: 10.00 Risk Category: II Snow Duration NA HORZ(LL): 0 001 D C 82 / 35 / 45 / - / - / 1.5 Des Ld: 4700 EXP: CMean 0.002 D - - WindreactionsbasedonMWFRSHeight15.00 It NCBCLL: 10.00 TCDL 4.2 psf Code / Misc Criteria Code Creep Factor 20 B Min Brg Width Req = 1.5 Soffit: 000 BCDL: 5. 0 psf Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.161 D MIn Br Width Re g q Load Duration1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std. 2014 Max BC CSI. 0.085 C MBrg Width Req = Bearing B is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used. Yes Max Web CSI: 0.000 Bearing B requires a seat plate. Loc from endwall: Any FT/ RT:20(0)/10(0) GCpi. 0.18 Plate Type( s): Members not listed have forces less than 375# Wind Duration: 1.60 WAVE VIEW Ver: 17.02.01A.1115.21 Lumber Value Set: 13B (Effective 6/ 1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set " 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"0. 0", min toe -nails at top chord. Provide (2) 0 131"x3. 0", min. toe -nails at bottom chord. 05/07/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatlnq, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPIandSBCA)r saety practices prior to performing these functions. Installers shall provide temporal rryy bracing per BCSI. Unless notedotherwise,top chord shall have properIxy attached structural sheathlnp and bottom chord shall have a propel attached rigid cellin9 Locations shown for permanent lateral restraint bf webs shall hav bracin Installed per BCSI s ctlons B3, B7 or B10 as applica e. Apply platestoeachfaceoftrussandpositionasshownaboveandontIaJoint9Details, unless note otherwise. Refer to' ALPINE drawings 160A-Z for standardplatepositions. Alpine, a division of ITW Buildl1'nqq CComponQnts Grgup Inc. shall not be responsible for any deviation from this drpwin an failure to build the Mrnvcow+w` truss In conformance with ANSI/ TPI 1, or for handling s ippinlq, installation an bracing of.trussesA seal on this druwinq or cover page, , 2400 Lake Orange Dr. listingthis drawing indicates acceptance ofproesslonaenineerinqresponsibilitysole) for the desi n shown. The sui bill g and se of this drawing, for any structure isthe responsibilitf of the Building Desigrier peryANSIITPI 1 Sec.2. y Suite 150 For more information see thisjob' s general notes page and these web sites ALPINE www al ineaw com, TPI www.t inst.or , SBCA www sbcindust com; ICC, www icesafe.org Orlando FL, 32837 Job Number: N333522 Ply: 1 SEON. 1625 / T24 / JACK Cusl. RR8975 JRef: 1WaO89750097 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RA0l Oty 2 FROM: RDG DrwNo: 124.18.1238.28738 Truss Label: CJ14 KM / WHK 05/04/2018 12 4 C B T T l 711I11 D Loading Criteria (ps0 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 4700 Mean Height: 15.00 ft NCBCLL. 1000 TCDL: 4.2 psf Soffit' 0.00 BCDL: 5.0 psf Load Duration. 1.25 MWFRS Parallel Dist, 0 to h/2 Spacing: 24 0 " C&C Dist a: 3 00 ft Loc. from endwall: Any GCpr 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/l/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (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) 1, 11"4 11'A Snow Criteria (Pg,Pf in PSF) Pg: NA Ct' NA CAT: W Pf: NA Ce: NA Lu. NA Cs. NA Snow Duration: NA Code / Misc Criteria Bldg Code FBC 6th.ed 201 TPI Sid' 2014 Rep Factors Used. Yes FT/RT.20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria Maximum Reactions (Ibs) PP Deflection in loc Udefl U# I Loc R / U / Rw / Rh / RL / W VERT(LL). NA VERT(TL): NA HORZ(LL)' 0.000 D HORZ(TL) 0.000 C Creep Factor: 2.0 Max TC CSI: 0.159 Max BC CSI: 0 020 Max Web CSI: 0.000 VIEW Ver: 17.02.01A.1115 21 o. 708 1 SAT O Co 05/07/20 t 8 B 191 /88 /174 /- /25 /8.0 D 7 /11 /16 /- /- /15 C -21 /31 /24 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Reg = 1.5 D Min Brg Width Reg = - C Min Brg Width Reg = - Bearing B is a rigid surface Bearing B requires a seat plate. Members not listed have forces less than 375# WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, in*tailing.and bracing Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI anc7 SBCA) fiir safety practices prior to performing these functions Installers shall provide temporary bracin per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a proper yattach) rl id ceiling Locations shown forpermanent lateral restraint 5f webs shall hay bracing installed per BCSI sSctions B3, B7 or 910, asappicae. AppTy plates to each face oftrussand position as shown above and on tI a aoingDetails, unless note otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildl'ng Components Group InC..shall not be responsible for any deviation from this drawin anyy failure to build the µwM,,,,,,,,. truss inconformancewithAN1IPI1, or for handling, shipping, installation and bracing of,trussesA seal on this dr wing or cover page , , 2400 Lake Orange Dr. listing thisdrawingindicatesacceptanceofproesslonaengineeringresponsibilitysolelyforthedesignshown. The suitability Suite t 50 and useofthisdrawingforanystructureispe responsibility of the Building Desigrier per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites. ALPINE www al inedw corn; TPI www t inst or ; SBCA• www.sbandust corn; ICC: www icesafe.org Orlando FL, 32837 Job Number: N333522 Ply' 1 SEQN: 1626 / T30 / HIP_ Cust' RR8975 JRef: 1WaO89750097 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RA01 Qty. 3 FROM' HMT DrwNo. 124.18.1238 28688 Truss Label: HJ7 KM / WHK 05104/2018 Loading Criteria (psf) TCLL: 20.00 TCDL: 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld' 47.00 NCBCLL 000 Soffit: 0. 00 Load Duration 1.25 Spacing: 24 0 " f — VY 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 Bol chord 2x4 SP # 1 Webs 2x4 SP #3 Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC Loading Hipjack supports 6- 11- 8 setback jacks with no webs Wind Wind loads and reactions based on MWFRS Additional Notes Provide (3) 0 131 " x3.0", min toe -nails at top chord. Provide (3) 0 131 " x3 0", min toe -nails at bottom chord 5'2"5 9110" 1 5'2"5 47 11 9'5"7 9' 5"7 Snow Criteria (Pg,Pf in PSF) Pg NA Ct: NA CAT N/ Pf NA Ce NA Lu. NA Cs: NA Snow Duration' NA Code / Misc Criteria Bldg Code: FBC 61h. ed 201 TPI Std 2014 Rep Factors Used: No FT/RT:20(0)/ 10(0) Plate Type(s) WAVE 05/07/2018 Defl/ CSI Criteria PP Deflection in loc Udefl U# VERT(LL) 0.017 C 999 360 VERT(TL) 0 067 C 999 240 HORZ(LL): 0.006 F - HORZ(TL): 0 014 F Creep Factor: 2.0 Max TC CSI. 0. 901 Max BC CSI: 0. 623 Max Web CSI. 0 420 VIEW Ver: 17 02. 01A 1115.21 0 Maximum Reactions (Ibs) Loc R /U /Rw / Rh /RL /W B 425 /125 /- /- /- /10. 6 E 443 / 56 / - / 1 / 0 11.5 D 305 /156 /- /- /- /1. 5 Wind reactions based on MWFRS B Min Brg Width Req = 1 5 E Min Brg Width Req = - D Min Brg Width Req = - Bearing B is a rigid surface Bearing B requires a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. B- C 341 -817 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp. B - F 769 - 308 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C - F 333 - 831 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingp, handlingq 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 temporarryy bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attache. rigid ceiling Locations shown for permanent Iatpral restraint bf webs shall hay bracing installed per BCSI sections $3, B7 or 810. as applica e. Apply plates to each face of truss and position as shown above and on the JoinrDetalls, unless noted otherwise. Refer to ALPINE drawings 160A-Z forstandardplatepositions. Alpine, a division of ITW Build ng ComponQnts Group In shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with AN I/TPI 1, or for handling, s ippinfq, installation and bracing of trussesA seal on this dr winq or cover page , , 2400 Lake Orange Dr. listing this drawing indicatesacceptanceofI, ssionar en meenric responsibilitty solely for the desi n sholnin. The suiCability and use of thisdrawing, for any structureis phe responsibilityof the Building Desigrfer per ANSI/TPI 1 Sec.2. Suite 150 For more information see thisjob' s general notes page and these web sites, ALPINE w at ineitw com; TPI: www.l inst.or , SBCA. www sbandustry com. ICC w iccsafe org Orlando FL, 32837 8975 VAR OUS 9A6/9A7 .258SE/258MA/258TA ,RA0l I Qty. 1 IFROK RDG / T63 /HIP_ Dr No R124 1238.29313930089850097 Truss Label: HJ74 5 Loading Criteria (psg TCLL: 20.00 TCDL: 17.00 BCLL. 000 BCDL' 10.00 Des Ld: 47.00 NCBCLL: 0.00 Soffit: 000 Load Duration 1.25 Spacing: 24.0 " V Y Wind Criteria Wind Std: ASCE 7-10 Speed 150 mph Enclosure. Closed Risk Category. II EXP: C Mean Height 15 00 ft TCDL: 4 2 psf BCDL: 5.0 psf MWFRS Parallel Dist. 0 to h/2 C&C Dist a: 3.00 It Loc. from endwall NA GCpI. 0 18 Wind Duration 1 60 Lumber Value Set 13B (Effective 6/112013) 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 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 63" 7 9110,11 53" 7 4'6"10 5'1"11 5'1"11 Snow Criteria (Pg,Pf in PSF) Fig NA CC NA CAT: N/ Pf: NA Ce: NA Lu. NA Cs. NA Snow Duration NA Code / Misc Criteria Bldg Code: FBC 6th.ed 201 TPI Std2014 Rep Factors Used: No FT/ RT:20(0)/10(0) Plate Type(s) WAVE, 18SS 4' 1"8 9' 3" 3 Defl/ CSI Criteria PP Deflection in loc Udefl U# VERT( LL). 0 038 G 999 360 VERT( fL): 0.142 G 999 240 HORZ( LL): 0 009 F - HORZ( TL)- 0.020 F Creep Factor 2 0 Max TC CSI 0 786 Max BC CSI: 0.673 Max Web CSI 0 579 VIEW Ver: 17.02.01A.1115 21 05/ 07/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS the latest edition of BCSI (Building Installers shall provide temporary bottom chord shall have a pro erly perBCSIsectionsB3, B7 or 910 unlessnotedotherwise. Refer to' 6" 14 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W H 415 /128 /- /- /- /106 E 427 /64 /- /0 /- /1.5 D 305 /151 /- /- /- /1.5 Wind reactions based on MWFRS H Min Brg Width Req = 1.5 E Min Brg Width Req = - D Min Brg Width Req = - Bearing H is a rigid surface Bearing H requires a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp B - C 375 -1283 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens. Comp B - G 1237 - 360 G - F 1225 - 367 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C - F 382 -1275 Alpine, a division of ITW Buildl1'n4qCComponents Group Inc. shall not be responsible for any deviation from this drpwin any failure to build the trussinconformancewithANSI/TPI 1, or for handling, s ippinq, installatidn and bracing of trussesA seal on this dr wing or cover pa e , listing this drawing,indicates acceptance of ppro-fesstonar en ineeringy responsibilittyy solely for the desi n shown. The su'Mablllty and use of this awing for any structure is the responsibilit of the 9uilding Desigrier per ANSIITPI 1 Sec.2. SBCA www sbdndustry com, ICC ww P IANEMi11W Go~ 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333522 Ply: 1 SEON: 1627 / T21 / HIP_ I Cust. RR8975 JRef. 1 Wa089750097 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RAO1 Oty 4 FROM- HMT DrwNo: 124.18 1238.29610 Truss Label: HJ7A KM / WHK 05/04/2018 5'2"3 9110,11 5'2"3 47 14 12 4.24 p 3X6 C N O V B Tcs A F F 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: 4700 Mean Height 22 18 ft NCBCLL: 0.00 TCDL' 4.2 psf Soffit: 000 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing 24 0 " C&C Dist a: 3.00 ft Loc from endwall: NA GCpi: 0.18 Wind Duration, 1 60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC Loading Hipjack supports 6-11-8 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Additional Notes Provide (3) 0.131"x3.0", min toe -nails at top chord. Provide (3) 0.131"x3.0", min toe -nails at bottom chord. 9'5" 10 4" 9151,10 '1 "1 Snow Criteria (Pg,Pf in PSF) Fig: NA Ct: NA CAT: Ni Pf: NA Ce: NA Lu. NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 6th ed TPI Std 2014 Rep Factors Used. No FT/RT 20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): -0.023 C 999 360 VERT(TL) 0 061 C 999 240 HORZ(LL)' -0 010 E - - HORZ(TL) 0.012 E Creep Factor: 2.0 Max TC CSI: 0.809 Max BC CSI: 0.621 Max Web CSI 0 392 VIEW Ver: 17.02.01A.1115.21 05/07/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 423 /181 /- /- /- /49 E 439 /101 /- /- /- /15 D 312 /209 /- /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Reg = 1.5 E Min Brg Width Reg = - D Min Brg Width Reg = - Bearing B is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. B - C 441 - 743 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B - F 688 - 398 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. C - F 437 - 755 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarryy bracin per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattachodrigidceilingLocationsshownforpermanentlateralrestraintOfwebsshallhavebracinginslplledperBCSIsectionsB3, B7 or 910, as applicable Apply plates to each face of truss and position as shown above and on the JoinrDetails, unless noted otherwise. Defer to ALPINEdrawings160A-Z for standard plate positions Alpine, a division of ITW Buildin4Compongnts Group Inc.. shall not be responsible for any deviation from this dri3wino any failure to build the m nwccM, truss in conformance with ANSIITPI 1, or ffor handling shipping, installation and bracing of trussesA eal on this dr wing or cover page, , 2400 Lake Orange Dr. listingthisdrawingindicatesacceptanceofpproTessionarengineeringresponsibilittyysolelyforthedesignshown. The suitability Suite 150 anduseofthisdrawingforanystructureistheresponsibilit9loftheBuildingDesigrferperANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpmeitw.com; TPI: www.tpinst org; SBCA: www.sbcindustry com: ICC. www.icceafe.org Orlando FL, 32837 Job Number: N333522 Ply: 1 SEQN: 1629 / T51 / HIP_ Cust: R R8975 JRef: 1 WaO89750097 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RA01 Qty. 1 FROM HMT DrwNo' 124.18.1238 28751 Truss Label: HJ7S KM / WHK 05/04/2018 Loading Criteria (psq TC L L: 20.00 TCDL: 17.00 BCLL. 0.00 BCDL 10.00 Des Ld: 47.00 NCBCLL' 0.00 Soffit 000 Load Duration: 1.25 Spacing: 24.0 " 3X4(B1) Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category. II EXP C Mean Height 22.43 ft TCDL 4.2 psf BCDL 5 0 psf MWFRS Parallel Dist 0 to h/2 C&C Dist a 3.00 ft Loc. from endwall. NA GCpi 0 18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Loading Hipjack supports 6-11-8 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Additional Notes Provide (3) 0.131"0.0", min toe -nails at top chord Provide (3) 0.131"0.0", min toe -nails at bottom chord. 57-3 5' 2"3 9'10"1 47' 14 C 9151,10 4" 9151,10 '1 "1 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NE Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration' NA Code I Misc Criteria Bldg Code. FBC 6th.ed 201 TPI Std: 2014 Rep Factors Used: No FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): -0.023 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 TIC CSI: 0.803 Max BC CSI. 0.627 Max Web CSI 0.397 VIEW Ver: 17.02.01A.1115 21 05/07/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W A 382 /160 /- /- /- /4.9 D 443 / 105 / - / - / - / 1.5 C 311 /211 /- /- /- /15 Wind reactions based on MWFRS A Min Brg Width Reg = 1.5 D Min Brg Width Reg = - C Min Brg Width Reg = - 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 quire extreme care in fabricating, handlin shipping, installingand bracing Refer to and follow the latest edition of BCSI (Building tSafetyInformation, byY TPI an SBCA) fo'r sa shipping, practicesprior to performing these functions. Installers shall provide temporary BCSI. Unless noted otherwise,top chord shall have properlyy attached structural sheathing and bottom chord shall have a pro pperly Id ceiling Locations shown for ermanent lateral restraint of webs shall havtt braacing9 inslplled per BCSI sections B3, B7 or 810 e. Appyy plates to each faceoftrussand position as shown above and on a JoincDetails, unless noted otherwise. Refer to' 60A-Z for standard plate positions. a division of ITW Buildl1nccL omponQnts Group Inc. shall not be responsible for any deviation from this drpwin anv failure to build the conformance with ANSI/ T 1 1, or for handling, shipping, installatidn and bracing of trussesA seal on this drawiXg or cover page , this drawing indicates acceptance of proTessionar engyineering responsibility solely for the design shown. The suitability ie of thisdrawingforanystructureistheresponsibilitpoftheBuildingDesigrierperANSI/TPI 1 Sbc.2. information see this jobs general notes page and these web sites ALPINE www elpineitw com. TPI www.tpinst orB, SBCA www sbondustrycorn, ICC www.iccsal ALPINE more CO 3 W 2400Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333522 Ply: 1 I SEQN. 1630 / T42 / HIP_ Cust: R R8975 JRef' 1 WaO89750097 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RA01 Oty. 2 FROM: RDG DrwNo 124 18.1238 28877 Truss Label: HJ2 SN / WHK 05/04/2018 12 C4.24 T T T 4X4(B1) 1'Srr 27'1 271 Loading Criteria (psq 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 Des Ld 47.00 EXP: C Mean Height 20 90 It NCBCLL. 0.00 TCDL 4 2 psf Soffit: 0.00 BCOL: 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 SIR #2 N Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Loading Hipjack supports 1-10-0 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS Additional Notes Provide (2) 0.131"0.0", min. toe -nails at top chord Provide (2) 0.131"x3.0", min toe -nails at bottom chord Snow Criteria (Pg,Pt in PSF) Defl/CSI Criteria Pg' NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Pf: NA Ce NA VERT(LL): NA Lu: NA Cs: NA VERT(TL). NA Snow Duration: NA HORZ(LL) -0.000 D HORZ( L) 0 001 D Code / Misc Criteria Creep Factor. 2.0 Bldg Code FBC 6th.ed 201 Max TC CSI 0.136 TPI Std: 2014 Max BC CSI: 0.031 Rep Factors Used No Max Web CSI: 0 000 FT/RT:20(0)/10(0) Plate Type(s) VIEW Ver 17.02.01A.1115.21WAVE co in r- 00 Maximum Reactions (lbs) Loc R /U /Rw /Rh /RL /W B 102 /51 /- /- /- /49 D 4 /- /7 /- /- /15 C 18 /12 /- /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1 5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# 05/07/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary brawn per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom Chord shall have a proper y attached rigid ceiling Locations shown for permanent lateral restrSmt of webs shall hav braacingq installed per BC I s coons B3, B7 or 810, as applicable Apply plates to each face of truss and position as shown above and on tI a JoinrDetails, unless note otherwise. Refer to drawings 160A-Z for standard plate positions AlpinQ, a division of ITW Buildl'nccLL ompon2nts Group InC shall not be responsible for any deviation from this dr?win any failure to build the truss in conformance with ANSIIf 1 1, or for handlirSg shipping, installation and bracing of.trussesA seal on this droving or cover paqe , listing this drawing, indicates acceptance of proTessronar eng nfeenny responsibilittyy solely for the desi n shovin. The suitability and use of this awing for any structure is the responsibill of the building DeslgrSer per ANSI/TPI 1 Sec.2. AL .E DM2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Gable Stud Reinforcement Detail ASCE 7-10: 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1,00 Or, 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Orr 140 mph Vind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 nrr IPn mnh Vinrl hear! 1S' Nan.. w.i 6+ o,...+I_rr ., c-._r___-r r- __.._ S 2x4 Brace Gable Vertical pacing Species Grade No Braces 1) 1x4 'L' Brace 1) 2x4 'L' Brace 2) 2x4 'L' Brace 1) 2x6 'L' r Brace 2) 2x6 'L' Brace Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B U o S P F 1 / #2 3' 10' 6' 7' 6' 10' 7' 9' 8' 1' 9' 3' 9' 7' 12' 2' 12' 8' 14' 0' 14' 0' 3 3' 8' 5' 9' 6' 2' 7' 8' 7' 111 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' Stud 3' 8' 5' 9' 6' V 7' 8' 7' 11, 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' Standard 3' 8' 4' 11' 5' 3' 6' 7' 7' 1' 8' 11' 9' 6' 10' 4' 11' 1' 14' 0' 14' 0' 1 4' 0' 6' 8' 6' 11' 7' 10' 8' 2' 9' 4' 9' 8' 12' 4' 12' 9' 14' 0' 14' 0' J a 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' d of D F L 3 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' 10, 11' 11' 8' 14' 0' 14' 0' Stud 3' 9' 5' 3' 1 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' 10, Il' 11' e' 14' 0' 14' 0' Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' e' 11' 9' 8' 10' 4' 13' 1' 14' 0' U U o S P F LJ FHI 1 / #2 4' 5' 7' 6' 7' 9' 8' 10' 9' 3' 10' 7' 11' 0' 13' 11' 14' 0' 14' 0' 14' 0' 3 4' 2' 7' V 7' 9' 8' 9' 9' 1' 10' 5' 10, 10, 13' 9' 14' 0' 14' 0' 14' 0' Stud 4' 2' 7' 1' 7' 6' 8' 9' 9' 1' 10' 5' 10, 10, 13' 9' 14' 0' 14' 0' 14' 0' Standard 4' 2' 6' 1' 6' 5' 8' l' 8' 8' 10' 5' 10, 10, 12' 8' 13' 7' 14' 0' 14' 0' 1 4' 7' 7' 7' 7' 11' 9' 0' 9' 4' 10' 8' 11' 1' 14' 0' 14' 0' 14' 0' 14' 0' Q1 S P D F L 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' 11' 1 13' 4' 14' 0' 14' 0' 14, U. I Stud 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' 10' 6' 10' ll' 13' 4' 14' 0' 14' 0' 14' 0' Standard 4' 2' 5' B' 6' 0' 7' 6' 8' 0' 10' 2' 10' 10, 11' 10, 12' 7' 14' 0' 14' 0' 0 d X d U O S P F H FI 1 / #2 4' 10' 8' 3' 8' 7' 9' 9' 10, 2' 10' 7' 12' V 14' 0' 14' 0' 14' 0' 14' 0' 3 4' 7' 8' 2' 8' 5' 9' 8' 10' 0' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' 7' 8' 2' 8' 5' 9' 8' 10, 0' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 7' 7' 0' 7' 5' 9' 4' 10, 0' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' S P IDFL 1 5' V 8' 5' 8' 8' 9' 11' 10' 3' 11' 9' 12' 3' 14' 0' 14' 0' 14' 0' 14' 0' 2 4' 10' 8' 3' 8' 7' 9' 9' 10, 2' 11' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' 3 4' 9' 7' 4' 7' 10' 9' 8' 10, 1' 11' 7' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' 9' 7' 4' 7' 10' 9' 8' 10, 1' L1' 7' l2' 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 7' 6' 6' 6' 11' 8' 8' 9' 3 11' 6' 12' 0' 13' 7' 14' 0' 14' 0' 14' 0' About jE able Truss Diagonal brace aptionn vertical length may be T doubled when diagonal 18' )K brace Is used. Connect Ldiagonalbracefor6008L• at each end. Max web Brace total length Is 14'. 2x6 DF-L N2 or better diagonal I Vertical length shown bracer single B, In table above. 45 'I(as or double cut shown) attML1 upper end. Connect diagonal- at ' / / / - - :y •/ `/ • midpoint of vertical web. 4, Refer to cr x gnil ver Ic er ssVMNDIGD- READ NO FMJZW ALL MOTES ON THIS DRAVDiO • 0. O DRTAMTwwFLSDUSiITHUSDRAVDIGTOALLCONTRACTORSDIa1mINGTHEDISTALrfoei ¢ Trusses require extreme care in fabricating handing, shlppbnp, insmlWV ad broclrnp Refs* to I falloa the latest edition of SCSI (bdding Corponent Safety Information, by TPI end SSCA) i t i pro"Ces prior to performing these fvncdan Insmuers shall provide temporary bradrp L • Ursass rated otherwise, top dnrd shall have prop. y attached structural shaothtp and ho .. shell have . property .ttoo h d rigid calling. Locations shown for permanent lateral restrab+t f we S AT O Ij0 a1rR Inva bracYrg ion s s per SCSI secd an NJ. J or at as applicable. App(r plates co en , f oftrvssandsierraasfarmaboveandmtheJointDetals, nesess rated otherwise. v k i Refer m drvwiroips I6oA-Z for st.rdord plate posWrna. • • ( Alpbu, a dMsbn of I7V IhAOV components Gray Inc sinrot be responsible farV-VQ y¢ C i af f '4 AN RWCDMR4NY this drawing any failure to build the truss In canforronce with ANSI/TPI L or For h••a• 1 •• Installation \ b— Ing of trusses. •a•..e.•• f` • A s.. I an this drawing ar coven page U ti ng this drawing, Indotes acoeptsmce of 1J72J\ Riverpod\ Dme ernplrarYng sd.ly for tM shown Thesnitahllty and useof thireryv lty depn +dtoDesigner par AMSI/TPI I Sect •4 ION AL Suae\ 200foruqsbc4reht3erpollboftie11,t MarylaM\Heiphet,\ MO\8J043 For more Infornatlon see this Job's general rotes page and these web site:• iMSftll10111 ALPIIE, wsw. alPlneitwconl TPI, www.tpinsUrgl SBCA, www.sbcIndustr—gi IM wasAxsnfearp Bracing Group Species and Grades, Group A, S ruce- Pine-Fir Hen -Fir N1 / 02 Standard N2 Stud 3 Stud N3 Standard Dose las Flr-Larch Southern Plne N3 I13 Stud Stud Standard Standard Group Br Hen -Fir NI L Btr N1 Do u InsFlr-Larch Southern Plneww NI NI N2 N2 1x4 Braces shall be SRB (Stress -Rated Board). For lx4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these grades. Gable Truss Detall Notes, wInd Load de Flectlon criterion Is L/240. Provide uplift connections for 75 plf over continuous bearing ( 5 psf TL Dead Load). Goble end supports load from 4' 0' outtookers with 2' 0' overhang, or 12' plywood overhang, Attach 'L' braces with lad (0.128'x3.0' min) nails. K For ( 1) 'L' brace, space nails at 2' o.c. In 18' end zones and 4' o.c. between zones. K)KFor ( 2) 'L' braces, space nails at 3' o.c. In 18' end zones and 6' o.c. between zones. L' bracing must be a minimum of 80% of web member length. Gable Vertical Plate Sizes Vertical Refer to common truss design for peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detail. REF ASCE7- 10-GAB16015 DATE 10/ 01/14 DRWG A16015ENC101014 Len tin No Slice Less than 4. 0' 2%3 Greater than 4' 0', but less than ll' 6' 3%4 Greater AX, TOT. LD. 60 PSF AX. SPACING 24.0' Gable Stud Reinforcement Detail ASCE 7-10: 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Orr 140 MPH Vlnd 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 nr, tan mnh %ij-4 iz—_4 vn• we,... u.- + a_ +r_ri., c--r-- r.--_-..__ n v_i _ . nn S 2x4 Brace Gable Vertical Spacing Species Grade No Braces 1) 1x4 'L' Brace in 1) 2x4 'L' Brace 2) 2x4 'L' Brace 1) 2x6 'L' Brace 2) 2x6 'L' Brace will Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B 0) Q J J U o S P I / #2 3' 8' 6' 3' 6' 6' 7' 5' 7' B. 8' 9' 9' 2' 11' 7' 12' 0' 13' 9' 14' 0' 3 3' 6' 5' 5' S' 9' 7' 2' 7' 7' 8' 8' 9' 1' 11' 3' 11' 11' 13' 7 14' 0' Stud 3' 6' 5' 4' 5' 8' 7' 2' 7' 7' 8' 8' 9' 1' 11' 2' Ill I1' 13' 7' 14' 0' Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' B' 4' 8' 1l' 1 9' 8' 10' 4' 13' V 14' 0' S P 1 3' 10' 6' 4' 6' 7' 7' 6' 7' 9' 8' 11' 9' 3' 11' 9' 1 12' 2' 13' 11' 14' 0' 2 3' 8' 6' V 6' 6' 7' 5' 7' B' e' 9' 9' 2' 11' 7' 12' 0' 1 13' 9' 14' 0' 3 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' e' 9' 9' 1' 10, 1' 10' 10' 13' 8' 14' 0' d U D rr L Stud 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' 8' 9' 9' 1' 10, 1' 10' 10' 13' 8' 14' 0' Standard 3' 3' 4' 3' 4' 7' 5' 8' 6' 1' 7' 9' 8' 3' 8' Ill 9' 7' 12' 2' 13, 0' U P QJ U o CSPr H Pf 1 / #2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' 10, 1' 10' 6' 13' 3' 13' 9' 14' 0' 14' 0' 3 4' 0' 6' 7' 7' 5' 8' 4' 8' 8' 9' 11' 10' 4' 13, 1' 13' 7' 14' 0' 14' 0' Stud 4' 0' 6' 7' 7' 0' 8' 4' 8' 8' 9' 11' 10' 4' 13' 1' 13' 7' 14' 0' 5' 0' Standard 4' 0' 5' 8' 6' 0' 7' 6' 8' 0' 9' 1l' 10' 4' 11' 10, 12, 8' 14' 0' 14' 0' S P 1 4' 5' 7' 3' 7' 6' 8' 7' 8' 11' 10' 2' 10' 7' 13' 5' 13, 11' 14' 0' 14' 0' 2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' 10, I' 10' 6' 13' 3' 13, 9' 14' 0' 14' 0' 3 4' 1' 5' 11' 6' 4' 7' 11' B' 5' 10, 0' 10' 5' 12' 5' 13' 3' 14' 0' 14' 0' OJ 4 D P LrSt.tndard 4' 1' 5' 11' 6' 4' 7' I1' 8' 5' 10, 0' 10' 5' 12' 5' 13' 3' 14' 0' 14' 0' rd 4' 0' 5' 3' S' 7' 7' 0' 7' 6' 9' 5' 10, 2' Ill 0' 11' 9' 14' 0' 14' 0' 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 P 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' 10, ill 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' X d U LJ r r I r 4' 5' 7' 7' 8' l' 9' 2' 9' 6' 10, 1l' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' 4' S' 6' 6' 6' 11' 8' B' 9' 3' LO' 1l' 11' S' 13' 7' l4' 0' 14' 0' 14' 0' S P 1 4' 10' 8' 0' 8' 3' 9' 5' 9' 9' 11' 2' 11' 8' 14' 0' 14' 0' 14' 0' 14' 0' 2 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' 11' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' D fr L 3 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' it, 0' 11' 6' 14' 0' 14' 0' 14' 0' l4' 0' Stud 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' Stnndnrd 4' 5' 6' 1' 6' 5' 8' 1' 8' 7' 10' 11' 11' 5' 1 12' 8' 13' 7' 14' 0' 14' 0' Bracing Group Species and Grades: Group AI Sp nice -Pine -Fir Hen -Fir NI / # IstondnrdF N2 Stud 3 S 1 03 IStand.rdl Doll las Flr-Larch Southern Pine 03 #3 Stud Stud Standard Stondnrd Group BI Hen -Fir 1 t Btr 1 Dou Ins Fir -Larch Southern Pine NI NI N2 N2 Ix4 Braces shall be SRB (Stress -Rated Board). For Ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these grades. Liable I russ Detail Notes: And Load deflection criterion Is L/240. Provide uplift connections for 135 pIF over continuous bearing (5 psf TC Dead Load). Gable end supports load from 4' 0' outlookers Ith 2' 0' overhang, or 12' plywood overhang. AbG;Yt L Attach 'L' braces with I0d (0.128'x3.0' min) nails. able Truss )K For (1) 'L' brace, space nails at 2' o.c. In 18' end zones and 4' o.c. between zones. Diagonal brace optlonr )K)KFor (2) 'L' braces- space nails at 3' o.c. vertical length may be In IS' end zones and 6' o.c. between zones. doubled when diagonal 18' )K 'L' bracing must be a minimum of 80% of web brace Is used. Connect member length. diagonal brace for 690# •L• at each end. Max web Brace Gable Vertical Plate Sizes total length Is 14'. )K )K Verticnl Len th No Solicit 2x6 DF-L 12 or T Less than 4' 0' 2x4 better diagonal I 111111 Greater than 4' 0', but 4x4 Vertical length shown bracer single ffl/ l less than 12' 0' 8 / In table above, 45 or double cut 8' )K ` f as shown) at L 1 • je + Refer to common truss design for upper encl. peak, splice, and heel plates. Connect dingona of r:+• e ' Refer to the Building Designer for conditions midpoint of vertical web. Refer to chart ovvee ,iror,m x a e rt l n ,^ not addressed by this detail. elTlwro u s AmDAvcm° i m(NaTIEiTi v+almTHIS `,ec T OAr i+ E D,sTAu s REF ASCE7-10-GAB16030 Trusses require extreme care in fabrlcathg, handlbp, shipping, Instet" and trrodnp ReF o pd follo. brp the t. teft edition of KSI (Building Copomerrt Safety Infomstla% by TPI snd SBU) for (#ty ; DATE 10/O1/14 pr=ces prior to perforrthew fuictlons. Instollerc shall provide temporary brndng L 114e52 noted otheretw, top d+vrd Oall have property attached struc , sh_.ft and hot ch.' shall have . property attached Hpld casing. Locations shown For permanent intern: restraht apt S AT C) DRWG A16030ENC101014 jj of Inve id Postdrig Ineion aced per Wm sections the 37 or tit, ils wd.5abl.. Apply Gates to ea fetes * : F d FE oftrussdraPosition -Z form .ba„e and on the larm Details, rsfess rated othereW. Refer to drv.lnps I60A-Z for itarnd.rd plate pomlorv. % / ee I_ ` Q" Alpha, a division of ITV IhAdeng Coponents Group Inc, stall not be resporiSIM. for deviation tea ` •• µiTW MPMN11 thtf dr.eYng any failure to bJW the truss In coniornonce .tth ANSI/TPI 1, or for harMYq, at,gpping, e••ee •.,ee•••e but.11.tlon a hradrng of trufse2. (j MAX. TOT, LD. 60 PSF A neat an n4f droWnp or cmrer page llstbp this d-wing, Indict— .cuptance of prof•ss(onW r /DN AL 13723\ Rwerpon\ Driveerrplwrepr.spoesmsrty solely for the design dawn. The sJtaputy .rrd uw of this drarlrp Suite\200 for structure is the 111sIt 1 Ma IaMI Hehts,\ MM 63043 .r1y For more inform Ws job'the S q. Per N W thew I St eb f t . a,,. 1pInel ewwAphsto` gi SB eA, wwwsbw try t"eLf s-A a,g M pig MAX. SPACING 24.0' ALPWE • t..Crn1TPI tryoyl ICG Ywie Gable Stud Reinforcement Detail ASCE 7-101 180 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or- 160 mph Vlnd Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or, 160 mph Vlnd Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Fir, 140 mmh Wind SZ P d_ IS' Mon. Hninh+ Pnr+inity Fnrincod it--- n 1[e+ = inn S 2x4 Brace Gable Vertical Spacing Species Grade No Braces 1) Ix4 'L' Brace 1) 2x4 'L' Brace Is 2) 2x4 'L' Brace 1) 2x6 'L' Brace 2) 2x6 'L' Brace no Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B U rSPr 1 / #2 3' 6' 6' 0' 6' 3' 7' 1' 7' 4' 8' 5' e' 9' Il' I' 11' 7' 13' 3' 13' 9' 3 3' 4' 5' V 5' 5' 6' 9' 7' 3' 8' 4' 8' S. 10' 7' ll' 4' 13' V 13' 7' H F Stud 3' 4' 5' 0' 5' 4' 6' 9' 7' 2' 8' 4' 8' S. 10' 6' 11' 3' 13' V 13' 7' C Qj Q a Standard 3' 4' 4' 4' 4' 7' 5' 9' 6' 2' 7' 10' 8' 5' 9' 1' 9' 8' 12' 4' 13' 2' S P 1 3' 8' 6' V 6' 4' 7' 2' 7' 5' 8' 6' 8' 10' 11' 3' 11' 8' 13' 4' 13' 11' 2 3' 6' 5' 9' 6' 2' 7' 1' 7' 4' 8' 5' 8' 9' 11' 1' 11' 7' 13' 3' 13, 9' d U D F L 3 3' 5' 4' 7' 4' 10' 6' V 6' 6' 8' 2' 8' 9' 9' 6' 10' 2' 12' 11' 13, 8' Stud 3' 5' 4' 7' 4' 10' 6' V 6' 6' 8' 2' 8' 9' 9' 6' 10, 2' 12' 11' 13, 8' Standard 3' 1' 4' 0' 4' 3' 5' 4' 5' 9' 7' 3' 7' 9' 8' 5' 9' 0' 11' 5' 12' 3' U QJ U O S P F H FI 1 / #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' 10' 6' 2' 7' 2' 8' 0' 8' 4' 9' 7' 9' ill 12' 7' 13, 1' 14' 0' 14' 0' Stud 3' 10' 6' 2' 6' 7' 8' 0' 8' 4' 9' 7' 9' 11' 12' 7' 13' V 14' 0' 14' 0' Standard 3' 10' 5' 4' 5' 8' 7' V 7' 7' 9' 7' 9' 11' 11' l' Ill 1l' 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' Zt 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' Qj D F L 3 3' ill 5' 7' 5' 11' 7' 5' 7' 11' 9' 7' 10, 0' 11' 8' 12' 6' 14' 0' 14' D' Stud 3' ill 5' 7' 5' 11' 7' 5' 7' 11' 9' 7' to, 0' 11' 8' 12' 6' 14' 0' 14' 0' Standard 3' 9' 4' 11' 5' 3' 6' 7' 7' 0' 8' 11' 9' 6' to, 4' 11' 1' 14' 0' 14' 0' 0 1 / #2 45' 7' 7' 7' 10' 8' 11' 9' 3' 9' 8' IF L' 14' 0' 14' 0' 14' 0' 14' 0' d U US P F LJ P 3 4' 3' 7' 2' 7' 7' 8' 10' 9' 2' 10' 6' 10, 1l' 13' 10' 14' 0' 14' 0' 14' 0' Stud 4' 3' 7' 1' 8' 10' 9' 2' 10' 6' l0' it, 13, 10, 14' 0' 14' 0' 14' 0' X d f Standard 4' 3' 6' 2' 8' 2' 8' 9' 10' 6' l0' 1l' 12' 10' 13' 9' 14' 0' 14' 0' S P I 4' 8' 7' 8' 9' 0' 9' 5' 10, 9' 11' 2' 14' 0' 14' 0' 14' 0' 14' 0' 2 4' 5' 7' 7' 07'10' 8' 1l' 9'3'10, 8' Il' 1' 14' 0' 14' 0' 14' 0' 14' 0#3 DFL 4' 4' 6' 5' 8' 7' 9' 12' 10' 7' Ill 0' 13' 5' 14' 0'14' 0' 14' 0' Stud 4' 4' 6' 5' 8' 7' 9' 12' 10' 7' 11' 0' 13' 5' 14' 0' 14' 0' 14Standard 4' 3' 5' 8' 7' 7' 8' 1' 10' 3' 10, 11' 11' 1I, 12' 9' 14' 0' 14' 0' Bracing Group Species and Grades, Group Ai S ruce-Pine-Fir Hem -Fir N1 / N2 iStandardl 1 02 1 Stud N3 Stud 1 1 83 iStandard Dou Ins Fir -Larch Southern Pine 113 Ftl StudStudStandard Standard Group Bi Hem - Fir NIL Btr NI Dou Ins Fir -Larch Southern Pine MI MI N2 M2 Ix4 Braces shall be SRB (Stress -Rated Board). For Ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these grades. Gable Truss Detail Notes: Vlnd Load deflection criterion Is L/240. Provide uplift connections for 100 plf over continuous bearing (5 psf TC Dead Load). Gable end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. aymn About) Attach 'L' braces with 10d (0.128'x3.0' min) nails. able Truss K For (1) 'L' brace- space nails at 2' o.c. In 18' end zones and 4' o.c. between zones. Diagonal brace option, K)Wor (2) 'L' braces- space nails at 3' ax- vertical length may be T In IS' end zones and 6' o.c. between zones. doubled when diagonal 18' K L' bracing must be a minimum of 80% of web brace Is used. Connect L member length. diagonal brace for 775N at each end. Max web Br ce Gable Vertical Plate Sizes total length Is 14'. 31f 3K Vertical Len th No Splice 2x6 DF-L 02 or Less than 4' 0'1 2X3 better diagonal r tilt)) !T!J Greater than 4' 0', but 4X4 less Vertical length shown bracei single 8' rJ/! than 10' 0' In table above. 45' or double cut as shown) at L 1 4 Refer to common truss design for eww / upperend. peak, splice, and heel plates. o I s enll l •'+ Refer to the Building Designer for conditions Connectdlagonnnt• midpoint of vertical web. Refer to chart ove form x a e e t l n • not addressed by this detail. VA1NDIM- READ Alm FMLDV ALL NOM ON THIS utAVDa U0REF ASCE7-10-GAB18015 DrMTMToFURNISHi)US QtAVIMG TO ALL Ctt(IRACIIiIS DlCLDO°lG ilf DtlTN1EFi : N Trusses require extreme cara in fabrlcatlp handLIM shppkV, Installing end brndnp Ref 1;; followthelatesteditionoftfsl (tnoon° Component Safety Information, by TPI nmd stw for DATE 10/01/14 prnn: tices prior to perfarmIng then functions. Installers shalt provide temporary bMdrnp C$I. Ursess road ot)xrwW, tap -vd she" here "wpMY at<"hed `true4rn` ehfa`hh° ud boot DRWG A18015ENC101014 asstallhaveapropertyattachedrtodcetYp. Locations shown for permanent lateral restraint SAT Q O s/au have brecbnp Installed per t I sections 33, 37 o- tIO, as applicable. Apply plates to ti f of buss and posnlon as sham above and on the Joint Details, unless noted othereW, e Refer to dm maps 16OA-z for standard plate positions. Alpine, division ITV tut 4>nq Caponmts Gray Inc for e • • aGa ANITWCIDMMNYa of shall not be respansmle any derbtbn this draw lro, any failure to build the truss In confornonce with ANSI/TPI 1, or for hwx lhg, shi;** w• w. a„ . •e j ` MAX, TOT. LD. 60 PSF rstaitatIonab—drg of trussa.. A = on this drawing — cover ~ Ust4p this dra.Y-p, bwN[ates acceptance of p—r—ionat 1` S ONA1. E 1\1J72J\Riverpon\Dwe eng —ft responsibility solely for the design shown The suitability and use of this dra.Ing for any structure Is the responsibility of the widhg Dedii, - ANSI/TPI 1 S—Z t I I rote\ 200 par MAX. SPACING 24.0' MarypM\Herynis,\Mal 6304J mots` the- web site., tpIn~alftTomt TPIee t1pta Svl ward AtPtDy.o.yr ICO w•NccsoferoA 12Olg CLR Rein -Forcing Member Substitution T-Reinforcement This detail Is to be used when a Continuous Lateral Restraint (CLR) or T-Reinf, specified on n truss design but an alternative web L-Reinforcement; or rreinforcement method is desired, L-Reinf. Notes: This detail Is only applicable for changing the specified CLR shown on single ply sealed designs to T-reinforcement or L-reinforecement or scab reinforcement. Alternative reinforcement speclfled in chart below may be conservative. For minimum alternative reinforcement, re -run design with appropriate reinforcement type. Web Member Specified CLR Alternative Relnforecement Size Restraint T- or L- Reinf, Scab 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 2-2x4OO 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6(31p T-reinforcement, L-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's sealed design. 010 Center scab on wide face of web. Apply (1) scab to each Face of web. Apply to either side of web narrow face. Attach with 10d <0.128'x3.0',min) nails at 6' o.c. Reinforcing member Is a minimum 80% of web member length. Scab Reinforcement: Apply scab(s) to wide face of web. No more than (1) scab per face. Attach with 10d (0.128'x3.0',min) nails at 6' o.c. Reinforcing member Is a minimum 80% of web member length. Scab T-Reinf. L-Reinf. VARNDAMo READ Alm FUUN ALL NOTES ON THM MAVDIa ' TIC LL PSF REF CLR Subst. a-WTTA rww naaw TDS DRAvn(G TD ALL cmiRAcmis Dmmm Tc DaTALLFRf s o. T08 1 trusses r quh- extreme care In fabricating anhding, shipping, Instalgng and brodnp R.f r to .4 faro. the latest cordon of 2CSI (Wring Component Safety Infornatlon, by TPI and SWAI f.ty • TC DL PSF DATE 10/01/14 pprronctic.s prior to perfornhg these functlons. InstaDo s shall provide tempo , brvdnp L, i lesess noted other.lse, top chord shall haw properly attached structural shwWnp and ton dyrtl L shall hove o properly attached rigid ceW Locntlans shown for pernarent to Pia rest of selfi O : BC DL PSF DR WG BR CL BSUB1014 shall here Postcing insion a s psr trcSl sectionsthe tJ nt et as JevdIllf of truss and Position as shown above and on tYr Joint Detals, unless otherwise. to r f a e R.fer to drawings LWA-2 for standard pate positions. BC LL PSF Alphe, . dMslon of [TV D Adbq Components Group Inc shal not be responsible for on devlo • % 11 • AN my this drawing, arty fair to bdld the truss In conformance with MtSI/TPI 1. or for handling, sh ••. ` L e-e TOT. LD. PSF instalt.tlon s bradng of trusses. ee •eewu •ae.•eAseatonthisdrawingmrroverpageDstgthisdreeehg. Indicates acceptance of professional 13723%PWerponl Dme •^re•n'ti0 n•lnY sdaly far the design shown The sJtLbRity and use of this dms*g / w 6unel tog for airy structure Is the r Por Uq of the Wdq Desk— per ANSLIM I Sect / 4 /O LL DUR. FAC. Maryland\ Heights.\MO%630a3 F- nore hfarn.tbn see this Job's g—rat nabs psg. and these .b sttea r w.alpbwitwcomm TPL ww..tptnst rg, SOCA, ....sbcInd,str erg, ICO awwhccsafe.org fiKT SPACING T Relnfoi Menh Gn Tr Gable Detail For Let -In Verticals Gable Truss Plate Sizes pproprlate Alpine gable detail for e sizes for vertical studs. Engineered truss design for peak, b, and heel plates. vertical plates overtop, use a Lte that covers the total area of lopped plates to span the web. e, 2* 2X4 2X8 Provide connections for uplift specified on the engineered truss design. Attach each 'T' reinforcing member with End Driven Nallse 10d Common (0.148'x 3.',min) Nalls at 4' o.c. plus 4) malls In the top and bottom chords. Toenailed Nallst 10d Common (0.148'x3',min) Toenails at 4' o.c. plus 4) toenalls In the top and bottom chords. This detnll to be used with the appropriate Alpine gable detail for ASCE wind load. ASCE 7-05 Goble Detail Drawings A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 ASCE 7-10 Gable Detail Drawings A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, A18015ENC101014, A20015ENCI01014, A20015END101014, A20015PEDI01014, A1153CENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014, A18030ENC101014, A20030ENC101014, A20030END101014, A2003OPEDIOLO14 S11515ENCl00815, S12015ENC100815, 514015ENC100815I 100815, S18015ENC100815, S20015ENC100815, S20015ENDI 00 Sf 511530ENC100815, 512030ENC100815, 514030E 60 CI IN,, S18030ENC100815, S20030ENC100815, S200 N L See appropriate Alpine gable detnll for mn>ur,1 4p Pp ctd}@ T' Reinforcement Attachment Detail T' Reinforcing 'T' Reinforcing Member Member Toe -mail - Or - End-nall To convert from 'L' to 'T' reinforcing members, multiply 'T' Increase by length (based on appropriate Alpine gable detail). Maximum allowable 'T' reinforced gable vertical Length Is 14' from top to bottom chord. T' reinforcing member material must match size, specle, and grade of the 'L' reinforcing member. eb Length Increase w/ 'T' Brace Example ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Gable Vertical = 24'o.c. SP g3 T' Reinforcing Member Size = 2x4 T' Brace Increase (From Above) = 30), = 1.30 1) 2x4 'L' Brace Length = 8' 7' Maximum 'T' Reinforced Goble Vertical Length 1.30 x 8' 7' = 11' 2' T' Relnf. Mbr. Size T' Increase 2x4 30 2x6 20 VARMDGas BEAD AND FDllw ALL NOTES a THIS °RA` DG : • DfMTNff FLOGSH THIS DRAVDG TO ALL CQTTRACTORS INCLUDING THE DISTALLERI s Kant Re nTrussesrequirlatestextremecarehfabricAdffngYvton, and band S REF LET -IN V E R T ponce the latest of RCSI onohil, Safetyty tmfo by TPI one seal F enfa SInRCorponmtSafetyhalt L DATE 10/01/14 w, perof se F protlon, thaw flt have . Installers shall provide tanporory Madrq tCSL•dUnlessprect6c.5no prior to wise, topUnlessrated properly a top chord shall have propertyons attached .per a to sat.ralq and b + ishallhaveaproperlyattachedrigid [elbp. Locations chom For pernnnent lateral restrain • has• Installed BCSabove SAT • Q, 1l• DRWG GBLLETIN1014 Q N IE shall s per J or Det, as applicable. Apply plates tooftrussridsbrsandontheandppoosttbnnsshamaboveandontheJointDetals, unless rated otheralse. asReFertodraeir+ps 160A-2 for standard plate posNtbns. Alpine,a division of ITV &ilding Components Grow Inc shall not be responsible for my devla r i • a•a •••.,, • s•••• AN ITWCIDMFAW this drwing, any falw to build the truss In conformance with ANSI/TPI 1, or par hanmNno. ship Installation a bracing of trusses. ss/O A MAX. TOT, LD. 60 PSF A seal on this drawing or cover papa lifting this drawing, indicates acceptance of profastlornl 1t 137231 Riverporl\ Drove w re ons ltty sot ty far the design sham The avtabuty and use of this dro•Yp A I011111 DUR. FAC. ANY I Sude\200 For any structure is the responsibility of the e14ding Designer per AMSYM I Sacs 0 018 MAX, SPACING 24.0' Maryland\ Heights.%MO\63043 For more tnformotbn see this job's general notes pope and then web cites' ALPINE, wwwalphNta.conr TPI- awwApInstorgi SRCN www.sbclnd"tr corgi ICG wwvjccsafaarg NAIL REINF RCEMENT FOR PLATE DETAIL This detail may be used when the required number of Nails shall be driven through solid steel at a distance no connector teeth In a truss member exceeds the actual closer that 1 Inch to the joint line. Nails may also be drivennumberofteethinthegivenmember. Nails may be driven through the tooth slots, but shall be located at the end of through the connector plate(s) in truss members using the the slot farthest from the joint line. nall type specified below to Increase the lateral resistance of the connector plates) having a shortage of required Use a maximum of 2 nails per square inch of plate area. effective teeth. Nail Type Duo -Fast CS157 1.5' x 0.105' Smooth Shank Coil Nail Material Connector Plates Substitution SP, DF-L, HF, SPF Alpine 20-gage Wave 1 Nnil replaces 2 teeth SG >= 0.42) Alpine 20-gage H 1 Nall replaces 2 teeth Alpine 18-gage S 1 Nail replaces 2 teeth Nail Type 0,131' x 1,5' Box or Gun Nall Material SP, DF-L, HF, SPF SG >= 0.42) Connector Plates Alpine 20-gage Wave Alpine 20-gage H Alpine 18-gage S Substitution 1 Nall replaces 3 teeth 1 Nall replaces 3 teeth 1 Nall replaces 3 teeth Nails shall be driven through connector plate having shortage of required effective teeth. Nails may be driven through connector plate on each face of joint If each plate has a shortage of required effective teeth. Nails shall be fully embedded Into wood areas free of defects, This detail is applicable only on joints where the connector plate has been offset no more than 1/2' from the design position shown on the truss design drawing. This detail is applicable for trusses with lumber oriented vertically (2x-) and trusses with lumber oriented horizontally 3x2 and 4x2). Line Typical Joint Configurations, This .0 t1`ti ppj I`(j{p'f'gr Joint Configuration. ktor Plate Has BeenThisDetailIsApplicable nlyy n eP iffsetNoMoreThan ';Q1/2' Frori,T • etio r n The Truss Design Drawing. VARKM— READ A'm FOJ" ALLNOTO a TKCS DRAvOii ` DPMTANTu nXWS1 TIDS DRAVDIG TO ALL OURACITIRS MMDDM TIE DCTALLDt i O. lU0 _ REF NAIL REINFORCEMENT Truss.. regrie estrwe cere In F.brlcotbq, hondtinp d$pbrp, lnst.11lnp and braclnp Ref,= to -4 DATE 10/01/14thelatest .dMon of SCSI (•Midsng Conponent Sniety Infornatlon, by TPI .nd SW-V f r.irty P-.tice. prior to Perferntp these functions. Installers shall provide teporary hr.chD DlSL • Unless noted otMrwW, top &—d shall have properly attached structy nl she.tfihp and b shall have a property attached Nyd cel6r0• Locations for lateral °.eb'dd x DRWG REPPLTNL1014LMfollowshownpemnnentrestf shall Pave hradnp Installed per S SI sections •3, l7 or •30, as appllcahle. Apply Plates toe fys AT 0 • of truss and powltion as show above and on the Joint Detass, views noted othereW, Refer to draw6rps IW-Z for standard Kplot. positions. Alpine, a dMnyn of ITV Croup Inc not for —Ur dwvN rPI VIVdRWOAAAWYbuildRcOnghetrussIeeSILofthisA-tlon anybracing of to build the truss In canfarnonce with ANSI/TPI 1, or for handlbq, brstI= s of trusses. w •• (' o 1. drawingAsealanUisdrowYq ar cover pap. LLstbp this dr wsnp, brcatrs .cceptanw of proiessiornl v 177271 Rrverport\ Oran Sade, 200 Q1n__ Ing SKY solely for the design sham The suftab1lty srd use of this drsMpfor " structure Is the respor•lty of the dbrp nrrerr per ANSI/iPI I Sect for are hotlon see this 1 G 74 8• QNA Y ,t rFfilp Maryland)HeiOhts,\MO\670.3 job's neral notes pope and these web job'sg attesr eww.. lp4iNtw4twconl TPD w.e.tpinstarpJ S•CN www.sbr4dustry,orpi ICO wwwJ ALPINEr... tttp*1M Gable Stud Reinforcement Detail for Stucco Cladding ASCE 7-10: 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Orr 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Orr 140 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 nrr 1?n mnh Vlmrl Qz o .r t9' 1._ uer..t.+ o....+r.. u.. r------- c..__-.._ n S 2x4 Brace Gable Vertical pacing Species Grade No Braces 1) 1x4 'L' Brace I) 2x4 'L' Brace is 2) 2x4 'LBrace 1) 2.6 'L' Brace 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 U S P P 1 / # 2 3' 4' 5' 9' 5' 11' 6' 9' 7' 0' 8' 1' 8' 5' 10' 7' 11' 0' 12' 8' 13' 2' 3 3' 2' 5' 8' 5' 10' 6' 8' 6' 11' 8' 0' 8' 4' 10' 6' 10' 11' 12' 6' 13' 0' r HStud 3' 2' 5' 8' 5' 10' 6' 8' 6' 11' 8' 0' 8' 4' 10' 6' 10' 11' 12' 6' 13' 0' Q r Standard 3' 2' 4' 11' 5' 3' 6' 7' 6' 11' 8' 0' 8' 4' 10' 4' 10' 11' 12' 6' 13, 0' QjJ a v S P D P L 1 3' 6' 5' 10' 6' 0' 6' 10' 7' 1' 8' 2' 8' 6' 10' 9' 11' 2' 12' 9' 13' 3' 2 3' 4' 5' 9' 5' 11' 6' 9' 7' 0' 8' 1' 8' 5' 10' 7' 11' 0' 12' 8' 1 13' 2' 3 3' 3' 5' 3' 5' 7' 6' 9' 7' 0' 8' 0' 8' 4' 10' 7' 11' 0' 12' 7' Stud 3' 3' 5' 3' 5' 7' 6' 9' 7' 0' 8' 0' 8' 4' 10' 7' 11' 0' 12' 7' 13' 1' Standard 3' 2' 4' 7' 4' 11' 6' 2' 6' 7' 8' 0' 8' 4' 9' 8' 10' 4' 12' 6' 13' 0' UL U C SPrH P 1 / # 2 3' 10' 6' 7' 6' 10' 7' 9' 8' 1' 9' 3' 9' 7' 12' 2' 12' 8' 14' 0' 14' 0' 3 3' 8' 6' 6' 6' 10' 7' 8' 7' 11' 1 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' Stud 3' 8' 6' 6' 6' 8' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' QJ a, Standard 3' 8' 6' 1' 6' 5' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' S P D P L 1 2 3 Stud Standard 1 / # 2 3' 7' 8 8' 0' 3• 0' 7' 3 3, LJ X d U S P P H P 3 4 0' 7 1 7 8' 0' 0' 0' 5• 3 3 0' Stud 4' 0' 7' 1' 7' 5' 8' 5' 8' 9' 10' 0' 10' 5' 13' 2' 13' 9' 14' 0' 14' 0' Standard 4' 0' 7' 0' 7' 5' 8' 5' 8' 9' 10' 0' 10' 5' 13' 2' 13' 9' 14' 0' 14' 0' S P 1 4' 5' 7' 4' 7' 7' B' B' 9' 0' 10' 3' 10' 8' 13' 6' 14' 0' 14' 0' 14' 0' 2 4' 3' 7' 3' 7' 6' B' 6' 8' 10' 10' 2' 10' 7' 13' 5' 13' 11' 14' 0' 14' 0' 1I D P L 3 4' 2' 7' 2' 7' 5' 8' 6' 8' 10' 10' 1' 10' 6' 13' 4' 13' 10' 14' 0' 14' 0' Stud 4' 2' 7' 2' 7' 5' 8' 6' 8' 10' 10' 1' 10' 6' 13' 4' 13' 10 14' 0' 14' 0' Standard 4' 0' 6' 6' 6' 11' 8' 5' 8' 9' 10' 0' 10' 5' 13' 2' 13' 9' 14' 0' 14' 0' About L LIGabte Truss Diagonal brace option vertical length may be T doubled when diagonal e l8' brace Is used. Connect diagonal brace for 6001111 L• at each end Max web Brace total length Is 14', 2x6 F-L N2 or better diagonal r' t Vertical length shown brace) single B, In table above. 45' or double cut as shown) at L 1 upper end. Connect dlagonal at midpoint of vertical web. I VK I T * _ 3V -/ - t- •" Refer to chart alp •for ax gnbl ver Ic ler sVMNDIM-- READ AND I ILOV ALL NDTES I3N THIS DRAWDU O. OFMANT— FLOM THIS DRAVDLL R6 TO AC[bt Tl= DQIIDDG THE DISTALLIEli ni Truss.. —Wins ..tren. care In fabricating homdalR, sWpYp, lnstnlOry and brsdng. Rsf¢ to and V folios the latest edhtlon of SCSI UkAdhg Ctw"n.nt Safety Information, by TPI and SEGO f siety proctkes prior to performing these functions Irataners shall provide temporary bran L Wesf noted otherdse, top chord shall have properly attached structural shwthbp nrd shall hay.. properly attadhed rigid c.Ihg. Locations shown For let. f X a p.r . t rnl r.ab.h ahau havebran tau. d operwn EfSt sectionsrWon el. J or Ito, as applicable. Apply plates to fy a. • of truss and as shown andar and on the Jost DetaNs, vi.ss rated otherwise. t. V T a 1 0 • Ill f Reisr to dredrps 16M-2 for standard plate positions. Alpine, AlpY, . dslon ofLComponents TV I,&.&* Coents GraqIncIncslat[ be for sa A a I_ AN riWCDMAWYnotresponses. any devIa this draabnp any flew to Wid the truss Inconformance lth ANSI/TPI 1, or for handing, hstall.tlen L bradrp of truss.s. 1 a 1 se a. m,a.s•• 13723%Rrverponl Drive A $ eal on tlYs Mwhp or cover page Ustap this Mwhg. Indicates acceptance of profesOaal tpornsmlttY solMy for tlr design Ocean T),. Wtebl)!y oti use of this draeft Y\ v I O LSuile\ 200 f sbrevreiswmr o lty tie IVdYp DeOpar Per N6I/TPI 1 Sec2 For more hforn.tlon sew this 4 t 1 A \ ra AMaryland\ Heights,\ MO\ 63043 Job's g.reral rotes gape and then eb s)tes, ALPDO www.alpheltwconr TPI- www.tpinstorgi SIC& waw.sac:Xa1: "i ICC wew)crsafe.org IVA'* Bracing Group Species and Grades: Group AI S ruce- Pine-Fir Hem -Fir II / 02 Stondard 1 N2 Stud 03 Stud 03 Standard Doll las Fir -Larch Southern Plnea 3 N3 Stud Stud Stondard I Standard Group BI Hen -Fir NI L Btr 1 Do u ins Fir - LarchSouthern Pines — MI Nl N2 N2 Ix4 Braces shall be SRB (Stress -Rated Board). Far Ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these modes. Gable Truss Detail Notes: Wind Load deflection criterion Is L/360. Provide uplift connections for 75 plf over continuous bearing (5 psf TIC Dead Load). Goble end supports load from 4' 0' outlockers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with 10d (0.128'x3.0' nln) nulls N( For (1) 'L' bracer space nulls at 2' o.c. In 18' end zones and 4' o.c. between zones. K) For (2) 'L' bra space no" 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. 11 Gable Vertical Plate Sizes 11 Vertical Length No Splice Less than 4' 0' 2X3 Greater than 4' 0', but less than 11' 6' I 3X4 Greater than I1' 6' 4X4 Refer to co on truss design for peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detall. X. TOT. LD, 60 PSF X. SPACING 24.0' REF ASCE7-10-GAB16015 DATE 8/3/15 DRWG S16015ENC100815 STRONGBACK BRIDGING REC MMENDATI NS BUTT STRONGBACK BRIDGING TOGETHER A 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 I and 2 2) 10d COMMON (0.148'x3.0') OR BOX/GUN (0.128'x3.0') NAILS AT TOP AND BOTTOM OF 2x4 SCAB -ON BLOCK. ATTACH STRONGBACK TO BLOCK W/ (3) 10d COMMON (0.148'x3.0') NAILS OR (4)10d BOX/GUN (0.128'x3.0') NAILS. are the preferred ATTACH STRONGBACK TO WEB W/ (3) 10d COMMON-- 0.148'x3') NAILS OR 4) 10d Box/GUN attachment methods STRONGHACK BRIDGING SPACING REQUIREMENTS to 10' None re ulred 0' to 20' I roil (at center of to 30 2 roes (I at eadl V3 s) to 40 3 roes Q .t ends V4 s) 40' or rues .t 10' oG 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), H STRONGBACK BRIDGING ATTACHMENT ALTERNATIVES e-: VlYd1IIlQo READ MM rCLUN ALL hares ON THLS uR,tvlxo ' 4. 708 T L PSF REF STRONGBACKoIlV9UWToFUNMTHaWAVMTaALLrnfrRnarslDAMWMTWMT,ILLMSs Trusses requb.e estrene Core 1. febrkotbp, h.ndbp, shpping, Inst.11hg and kw [ Refs$ to -4 fella. the latest edition of NMI Oulu g Component Safety Infornatlon. lhy TPI and SICA) fads t) TC DL PSF DATE 10/01/14 pre,: tices Prior to perfor„b,g these fnenctlons. Instaue shall provide t.npor.ry ci'w L e 4DRWG STRBRIBR1014 uhl.ss noted other.lse, top chard shad have property attached stmc-hr l shw and bo shall hove . prapeMy attached rqH catbenane % Locations shownforpntlateralrestroln f sebss BC DL PSF dn Ill'-- dl shru hev. bredq Installed s pera1m sections the nor Det as miles o Apply gels w e of a., ss and ppoosrtlon as mown above o,d on chr >oti: oetans, less noted otner.l:<. SAT O BC LL PSF Reier to draMps 160A-Z for stwntlard plate positions. Alpin., division of ITV Waving Corpoonts Cray Inc. shall not be r ffile for t AN tlssdr..ing any F.l,re to build the truss b, Conforwenc. with Rd[/TP'II I, w for nardlymgd'vr I .••v T T. LD. PSF 137231 Rrver d\ Dave n:t. u.tw :.racing of trusses A seal on this dr•aab,g or Save.• page ustft this dmdrQ, b,dat.s &C wpt•nce of professional tlKyr " TZ this__P +'°• SIEN a LDUR, FAC. 1.00 Sure\ 200 f• ' &AdrQ D 1 S an,ForA t . fHld l' SPACING M.rylaM\Hephls.\MO\6J043 nore Info•natlon see this Jobs g.neral notes pog• and these eb tt.t, wplW, ee elts.to, M, e. star S<ifN s.ssbcltlustr, ICG ..dees.fe. 11{{ 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. 3NO Attach each valley to every supporting truss with: 2) 16d box (0,135' x 3,5') nails toe -nailed for ASCE 7-10 160 mph. 30' Mean Height, Enclosed Building, Exp, C, Wind TC DL=5 psf, Kzt = 1,00 Or ASCE 7-10 140 mph. 30' Mean Height, Enclosed Building, Exp. D, Wind TC DL=5 psf, Kzt = 1.00 Bottom chord may be square or pitched cut as shown. Valleys short enough to be cut as solid triangular members from a single 2x6, or larger as required, shall be permitted in lieu of fabricating from separate 2x4 members. All plates shown are ITW BCG Wave Plates. 3X4 12 12 Max, 2X4 X4 8-0-0 max - 4X4 12 12 Max. I 1X3 1,L 6-0-0 1X3 n (Max Spacing) IX3 5X4/SPL 7-1X3 20-0-0 (++) Supporting trusses at 24' o.c. maximum spacing. Unless specified otherwise on engineer's sealed design, for vertical valley webs taller than 7-9' apply 2x4 'T' reinforcement, 80% length of web, same species and grade or better, attached with 10d box 0.128' x 3.0') nails at 6' o,c, In lieu of 'T' reinforcement, 2x4 Continuous Lateral Restraint applied at mid -length of web is permitted with diagonal bracing as shown in DRWG BRCLBANC1014, Top chord of truss beneath valley set must be braced with: properly attached, rated sheathing applied prior to valley truss installation, Or Purlins at 24' o.c. or as otherwise specified on engineer's sealed design Or By valley trusses used in lieu of purlin spacing as specified on Engineer's sealed design. 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', Valle Spacing Pitched Cut Bottom Chord Valley X oe-nailed 2X4 2X4 4X4 if Square Cut Stubbed Valley Optional Hip Bottom Chord End Detail Joint Detail Vallev No NONE ERNMENEE Partial Framing Plan OPMTAW" F DAw ,M °iL AAA TIM as mTW DISTA :M 0. IUtS 1 T3 30 30 40PSF REF VALLEY DETAIL d O AN RW COMPANYNpine, 137231 Rrverport\ Dme Suite\ 200 Maryland\Herybts,\MO\W0 3 Troilus ertrane care In fabricating,harMlin tfallowthelatest "tlon of BCSI a.d f onent Safety I abmti b and and S°.w ffa f y prnctices prior to perfornhp these functlonu Installers shall provYe teeporaryy hran r ICWessnotedotharelse, top chord shall have property attached sEruotuol .heawnp end bootton Mu have . properly attached Wpld cet hp Locations shown far erranent lateral restraint of a s shall have bracY+p Installed per SCSI se V— 23, 27 or 1110, as appOoobt.. Apply plate. to each fa of ru s and ppaa.HJan o, dawn above and an the .lolnt Details, unless rated other.lse. Refer to draebhps 160A-Z for standard plate : i a dhbdon of ITV lWdlnD Corpore.ts firohp Inc shall not be responses. For any d.olatlon fro thl. drawing, any falubin etod the t—s In conFornance with ANSI/TPI 1, or for handling, sNpphp, Installation L bracing of trumm A seal on this d-WV or -- papa tletsnp this d kV, badlcates acceptance of p.of.ssIoral f ^ i1y for fh• drsl shoe. The WOabLlty °nd usa f beaky any respvhsthLlty o1 tin idehp O.slpn.r per ANSI/IPI I' Sect. A ° r nar.A ttk. .. ws Job's general rote. pnpe and the.e eb .n.s, tpJnstorp, SLCA, —2 ndustr .orp1 [CO eeeJccsafe.orp SAT 0 ; 6i Or^/ eL•.• .•.1 V rr • a••a r1177 ` W4slONAtiNt 1VI, 10 rtplllHDL 20 Bf DL 10 LL 0 SOT, LD. 60 15 10 0 7 PSF 10 PSF 0 PSF 57PSF DATE 10/O1/2014 DRWG VAL160101014 55 DUR. FAC. L25/1.33 1,15 1.15 SPACING 24.0. Gable Stud Reinforcement Detail for Stucco Cladding ASCE 7-10: 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or: 140 MPH Wind Speed, 30' Mean Height, Partlally Enclosed, Exposure C, Kzt = 1.00 Or 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Ori 120 moh Wind Snppd. 30' Mpan HPlnht. Portialiv Fnrinc nI Fvnnc„ro n x7+ = inn Gabte Vertical Zpacing Species Grade----.,, WUWM Nu- MMM=W a iiant i ifJr iiiiiiii a r i r iiiiil. r a ii r aij Aboutout L able Truss Diagonal brace optlam vertical length may be T1 doubled when diagonal 18' K brace Is used. Connect I diagonal brace for 6901 at each end. Max web Brace totoI length Is 14'. 2x6 DF-L 02 orI(as better diagonal TI tl Vertical length shown brace) single B. In table above. or double cut shown) at L 1 upper end. Connect diagonn at mid oint of vertical web. Refer to chart b! wwVAWNUww READ NO FOLLOW ALL NOTES Ot THIS DRAWING! opoitTwr iTltl m THis DRAvU m ALL maitAcT[RS DnumnTG THE D4TIILLE4 Trusses require extreme care h fabricatYq, handling, shpping, InstalUng and bmdng. R F to follow the latest eretlm of ICSI (Ibidhg C=ment Safety Infornotlm, by TPI and SICA) i t pro ctices prior to performing these functions InstnUers shell provide tenparory bm= Urdess noted otherwise, top chord shall have attached structural sheatlWnp wd tonproperty slap have a property attached rigid casing. Locatbns sfnzn For parvunertt lateral restreYr of here bracing instnRed per I mctbn 33, 37 m lip, os applicable. Appty date to edshalloftrussandpositionasflownaboveandmtheJointOetW, bless noted otherwW. Refer to drafts I60A-z for standard date posttkm AN fTW COMPANY Alpine, a mvlsian of ITV lai % thb dr.whp my fNure to band the buss In Grow ro rcv 111,, A Sl l ar laMYnysHippn. llntlon L brndrng of trnasses. A teal m this hewing or raver pg. UstbV this draebp. Ind—t— amptance of professional 137231 PWerpon\ Dme avllbneerirp r*spo Y solely for the desipn shown. The WWtaty ause eof this drawling I T suiel 200 f' n)' T+'wc'tw 1 the 1LY of the luldb g Deshprrr per M6I/M 1 Sw.P- IMarylandlHeights,\ MO163D43 For more hforwatljll tfds Job's gerrrral notes pope and these eeb site,_____ x it ATWO; v ONAI., Bracing Group Species and Grades) Group AI S ruce-Pine-Fir Hen -Fir 01 / N2 Standard N2 Stud N3 Stud N3 Standard Dou ins Fir -Larch Southern Pine N3 N3 Stud Stud StandardI Standard Group Bi Hen - Fir NI L Btr Nl Do u I Fir -Larch Southern Plnew NI N1 M2 M2 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 maybe used with these nodes. 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. Attach ' L' braces with l0d (0.128'x3.0' min) nails. K For (1) 'L' bracer space nails at 2' o.c. in 18' end zones and 4' o.c. between zones. KNEFor ( 2) 'L' braces space nails at 3' o.c. In I8' end zones and 6' o.c. between zones. L' bracing must be a rdnl.um of 80% of web member length. Gable Vertical Plate Sizes Vertical Len th No S Ice Less than 4' 0' 2%4 Greater than 4' 0', but I 4%4 less than 12' 0' Refer to common truss design For peak, splice, and heel plates. Refer to the Building Designer For conditions not addressed by this deta6. TOT. LD. 60 PSF X. SPACING 24.0' EF ASCE7-10-GAB16030 ATE 8/3/15 R W G S16O3OENC100815 VALLEY FRAMING & BRACING DETAIL •, 1/2 of Lumber Size and Grade Minumum Requirements GENERAL NOTES Purlins required 2'-0" O.C. In absence of plywood sheathing. Trusses without sheathing applied must be evaluated accordingly Purlins should overlap sheathing one truss spacing minimum. In cases that this Is Impractical, overlap sheathing a minimum of 6", and nail upwards through sheathing Into purlin with a minimum of 8-8d (0.131"x25") 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 B,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 gored between rows. ITYp) nnection Requirement Notes 2x6 rafters to ridge 4 16d toe -nails Cripple to ridge 4 16d toe -nails Cripple to rafter 4 16d toe -nails 8 16d face -nails Rafter to sleeper or blocking 5 16d toe -nails Rafter to two 2x6 sleepers 4 16d toe -nails Sleeper to truss 4 16d toe -nails Two 2x6 sleepers to truss 3 16d toe -nails each sleeper & truss Ridge board to roof block 4 16d toe -nails Ridge board to truss 4 16d toe -nails Purlin to (Typ) 3 16d toe -nails Truss to blocking 4 16d toe -nails Truss to cripple 4 16d toe -nails Truss to cripple 416d toe -nails Cripple to purlin 3 16d toe -nails 13. Collar beam to rafter 4 16d toe -nails CRIPPLE, BRACING, & BLOCKING NOTES NOTE: 16d(0.162"x3.5")COMMON NAILS 20 continuous lateral restraint (CLR) min. Is required for cripples 5'-0" to 10'-0" Tong nailed w/ 2 -10d (0.148"x3") nails. Or Wx 17' or scab reinforcement nailed to flat edge of cripple with i0d j0.128"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 3 box or common nails. Narrow edge of cripple can face ridge or rafter, as long as the proper number of nails are Installed Into ridge board Install blocking under rafter If sleepers are not used. Install blocking under cripples If cripples fall between lower truss top chords and lateral bracing Is not used. Apply all nailing In accordance to current NDS requiremen Nails are common wire nails unless noted otherwise. aaai H, i'•GENSF•. e A) I (B) (•') o VAfemlla•s Rua NO rate" ALL MATES ON TM WAvae7 ffe T• ; LL 20 30 40 54 REF VALLEY FRAMINGa04WTAWrUKMICt1RAWMMALLCOMACMRSaMAZIMCT1CDSTALLOtSyTru.ses re•W extrere Care inIahrkatehp, handtie. •HP01-01 Yhstalu+p ahhd tracehp Refer to Qhd 7t Fame w tatest canoe of acsl ol&.rn ConponeM safety t orrotion by Tpt err sttau for ra : DL 10 20 7 7 DATE 10/O1/14 practices vtor to perfanwehe the" hnctanz tnstalters s au pro,mtde tenpm•ry hwarhe • STATE OF r UNess rotad oth.r.W, tap chord shell Mve properly attached st.t.cb.rat iheathlne and aottan • - shalt have a properly attached ceL hp Location: Shoran for pervame.t sterol restraint of Q C DL 0 0 0 0 DRWG VACNV1801015 shau have b—O hnstaUed per aW sections 33, 17 or 310. as oppUmMe. MNy plates to each fA %a A e•. L Q or trvas .rd shtlon u ahaan above and an the Joint eetals, wless noted otheratsc 'i w . O O N `/ BC LL 0 0 0 0 Refer w dr.aeys M OA-: far studord plate pestnons '- / • R 1 - A4*w. a dMcon of m h4" Components Iraq tnc shag not be msponst" for any dev%tlon from '•.y.... • • Q AN rfw CX*APA I1' ehhs *• .Ino, any falhra to WW the tru„ In ca»orwhce dth AMsvtpt L or for hand,hp, shkpbV, l' o TOT LD 30 50 47 61 Yhstalatlon , brvGp of Vvsue. '/oNAa A seat on thb r-a•Ne ar cover page UsUng Mls drawahe, •hdotes acceptance o/ professloat '' er pYwrY p o\r ty awls for the drs h shown, Tie ave.elny and m of ehb d-.ap glMtet DUR. FAC. 1.25/1.15 h338tl tltllmwd em•e for any s'6t= Is W r qxe "Ity of tfr lV3p Desbrr p•r Altil/TPI t sec2 / t2eneeT.awwws nor ""' Monrtlon `"'tW w'y sarw n :`ea>°eca"d "ef we.°.."`eP ero U (O 20( SPACING SEE ABOVEAtr[hEm eae IW'heKa.coN TPL a.... Yo iC0 Jocsaie 14'-4* NOTE: DO NOT CUT OR ALTER TRUSSES WITHOUT CONSENT OF THIS OFFICE. BACK CHARGES WILL NOT BE ACCEPTED WITHOUT PRIOR WRITTEN APPROVAL BY OUR SERVICE DEPARTMENT AT CARPENTER CONTRACTORS OF AMERICA, INC. 877-293-9487 THIS IS A TRUSS PLACEMENT PLAN. ITS INTENDED TO AID IN THE INSTALLATION OF TRUSSES. ENGINEERED TRUSS DRAWINGS AND TILE ROOF RECORD COPY 5 r l- Z A HEED-3/1 PLUMB , 12 3/4' SUBil00R TWsS HOD SAOLU4- Fat PLYMOm. 1 8 - 2 4 4 6 a HANGER CHAR dti= HUS 26 (SIMPSON) I L = THA 422 (SIMPSON) WALL HT. BASED ON 9'-4- A.F.F. I REFER TO EP PACK FOR CONNECTION. 2'-O' TYPICAL 7' SETBACK CORNERSET LABELING AND SPACING Wrw End WAY ATTENTION! tort v. ooi ttmn. t a t!- r Total Truss Quantity = 189. General Notes 1)mAwavV-mmt—.d Or Din Mw as 4 m+ POGO/ P W /r b be q. 2) Al W. I. N1S u- Ai 5) Al tim *m:kq b 24- = d- tm. rLL 4) M Tr PItt4 hoMb KS-„ ftm—dfi. tmim mpg* IS at aor tm tpq 1• to AW0 d • , r 1fl ter rh 1-bm fYt.q' ' d Wwk- 14— nk Y OCS-M Ir 4W MYIm/ bid" m•Y ROOF LOADING SCHEDULE TCLL 20 PSF TCDL - 17 PSF BCLL - • PSF BCDL - 10 PSF TOT47 PSF DURATION 125 % NAND SPD/TYPE- 150 MPH ENCLOSED BLDG EXPOSURE - C USAGE - RESIDENTIAL CAT II NAND IMPORTANCE FACTOR- I UPLIFTS BASED ON= 9.2 PSF DESIGN CRITERIA FBC 2017 TPI 2014 Tn- m®6= ! mon pl- d f- ASCE 1-10 ed mu®m amGomDwnnmpunmUma ,' W andmon.. maf—mg,)n T6v w h- be- rnxxd m CRn m dmound 104 pdmo-cmcmrem h000m tLofd b- Ind FLOOR LOADING SCHEDUL TCLL 40 PSF I - 10 PSF BCDL 5 PSF TOTAL - 55 P$F ALL REACTIONS OVER 50000 AND UPLIFTS OVER 1000// ARE SHOWN ON ENGINIM ING. WALL EE 09-- 4EJUM 20'-3/ 4 OESCFaFnoN MR. DATE u .w u ontw . rtao u avwruo ai r to-• rtM K a r o wrt u mt o mucvf r t a oAd a, r o rr taw/ DMMWgION DOT. DATE CARPENTER CONTRACTORS OF AMERICA 39W AVENIC 4 K W. WINTER HAVEN FLORIDA 33880 P704- (WM 959-8806 FA)D f863) 294-2488 BUILDER TAYLOR MORRL40N PROJECTTHORNBROOE MODEL 2552/ A CCA PROJ/ MODEL/ALT 9M/9A7/ 268S6/268MA/25BTA ALT DESC OTC : LOT : 233 BLOCK: E ;.J.- SCALE RECORD COPY n City of Sanford Building and Fire Prevention Product Approval Spe ation Form Permit # # R Project Location Address L / UFO Anastacia-584 Red Rose Ln., Lot 233 As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) 1.Exterior Doors Swinging herma Tru Swinging Ext. Door (front door) FL20461-R2 Sliding MI Windows Sliding Ext. Door (Standard SGD) FL15332.6 Sectional Windsor Garage Doors Sectional Ext. Door Dbl, single FL15080.R3 Roll U Automatic Other 2.Windows Single Hung MI Windows Single Hung window FL17676.2,9,16 Horizontal Slider Casement Double Hun Fixed MI Windows Frame Fixed Glass FL 18644.04 Awning Pass Through Projected Mullions MI Windows Mullions FL 18504.2 Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # including decimal) 3.Panel Walls Siding Soffits Alpha Aluminum, Inc. Soff its FL16544-R3 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4.Roofing Products Asphalt Shingles CertainTeed Shingles FL5444-R13 Underla ments Rhino Linings Corp Coatings FL21842-R1 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Millennium MMI-2 Off Ridge Vent FL19567-R1 Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) 5.Shutters Accordion Bahama Colonial Roll u Equipment Other 6.Skylights Skylights Other 7. Structural Component Wood Connectors Anchors Truss Plates ITW Bldg Components Truss Plates FL1999-116 Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Commercial Concrete Quality Precast FL1774-R5 Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products HVAC Tie Down BMP International HVAC Tie Down FL14239-R4 Applicant's Signature Applicant's Name Please Print) June 2014 DESCRIPTION AS FURNISHED: Lot 233, THORNBROOKE PHASE 4, as recorded in Plat Book 81, Pages 70 thru 71, Public Records of Seminole County, Florida. BOUNDARY FOR/CERTIFIED TO: Deepok Mehtc; Inspired Title Services, LLC; First American Title Insurance Company; Taylor Morrison Home Funding IOWA AVENUE R/W VARIES) 1.0' N 89°58'00" E 0 40.00' 0SETSET )I.R. 1 2" I.R. NO D.10' LANDSCAPE & ALL, FENCE ES T. NO 1. D. P.O. L. 0 1P.O. 19.80' L. 0 1 16.47' LOT 233 1.0, Ztioo AC PAD rN Red 5.00' 5.00' 15.7' 14.3' COV'D. ^ O CONC. O' 14.3' 5.00' N uY TWO STORY RESIDENCE F.F.= 23.10' o LOT 232 p "Y N LOT 234 O,ry OO 5.00' 5.0' Ls o COV'D. of BRICK 8.7' 0 of 21.3' 5.00' BRICK L+ WALK 38.87' ICBRIC K 25.20 DRIVE 5.20' 2 off • 10' UTIL. ESMT. P.C. 13714' y o . C. SET N&D 5' CONC. WALK SET N&D 114596 y4596 N 89058'00" E (B.B.) 40.00' ROSL' RED LAN ' 50' UTILITY & ACCESS R/W) TRACT I Oe Q PROPOSED = FINISHED SPOT GRADE ELEVATION PER DRAINAGE PLANS BUILDING SETBACKS: Vim- PROPOSED DRAINAGE FLOW FRONT - 25' LOT GRADING TYPE A REAR = 15' PROPOSED F F. PER PLANS - 23.1' } SIDE = 5 0' SIDE CORNER = 10' PROPOSED GRADE PER CONSTRUCTION PLAN +} CRUISENNIEM?-SCOTT ASSOC, INC. - LAND SURVEYORS LEGEND LEGEND - 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658- 1436 PF PLA1FICLD PLILTYP. POIrRT ON LING TYPICAL NOTES: IP. IRON PIPE PRL. POINT OT RCVCRSC CURVATURE 1 THE UNDERSIGNED GOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORIN BY ME FLORICA BOARD Of IA IRON ROD P.C{. PDINT Of COMPOUND CURVATURE PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5U-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027, FLORIDA STATUES C.K CONCRETE MONUMENT RAD. RADIAL 2. UNLESS EMBOSSED WITH SURVEYOR'S SIGNATURE AND ORIGINAL RAISED SEAL THIS SURVEY' MAP OR COPIES ARE NOT VAUD, SCT I.R. I/2' IR /BLB 4596 REC. R[COVCR[D MR. VP. NDN-RADIAL VIfNESS POINT J. THIS SURVEY WAS PREPARED FROM TITLE WFOR94TION FURNISHED TO THE SURVEYOR THERE MAY BE OTHER RESTRICTIONS P O.B. DINT OF BEGINNING CALC. CALCULATED OR EASEMENTS THAT AFFECT THIS PROPERTY. Pcc PDINT OF COMN[NCCNCNT PRN PERMANENT REFERENCE MONUMENT 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. CENTERLINE FF. FINISHED FLOOR ELEVATION 5. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY NLD NAIL t DISK BSLIlL BUILDING SETBACK LINE BENCHMARK 6. DIMENSIONS SHOWN FOR THE LOCATION Of IMPROVEMENTS HERCON SHOULD NOT BE USCG TO RECONSTRUCT BOUNDARY LINES R/VESMT. VAT EASEMENTEASEMENTNT B.B. BASE BEARING 7. BEARINGS, ARE BASED ASSUMED DATUM Mi ANDONELINESHOWNASBASEBEARINGB.B. DRAIN, DRAINAGE B. ELEVATIONS, If SHOWN, ARC BASED ON NATIONAL GEODETIC DATUM Of 1929, UNLESS OTHERWISE NOTED. UTIL UTILITY 9 CERTIFICATE Of AUMORILA7:JN No. 4596 CL FC. CHAIN LINK FENCE VD FC. VOOD FCNCC c/ B CONCRETE BLOCK SCALE 1• 20 DRAWN BY: •.. RE PTDCSCPOINT OF CURVATURE POINT OF TANGENCY DESCRIPTION CERTIFIED G:': DATE ORDER No. R RADIUS ARCLCNGTHl PLOT PLAN 05-21-2018 3221-18 C B CHORD OttTACHORD BEARING FORMBOARD FOUNDATION/ELEVS. 07-27-20I8 FINAL/ ELEVS. 12-14-20I8 4948- 18 8255- 18 NORTH THIS BUILDING/PROPERTY DOES NOT LIE WITHIN THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER •FIRM• TOM X. U E,NMEYE , R.L.S. 1 4711 ZONE - X• MAP f 12117C 0055 F JAMES W. OTT, R.L.S 1 4601 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ 6-3Y7 Job Address: "< /rCv3 •u-,cry _ Historic District: Yes No Parcel TD: ,-5 / L Residential Sf Commercial 61 Type of Work: New Addition Alteration Repair De.mo Change of Use Move Description of Work: NEW RESIDENTIAL PLUMBING Plan Review Contact Person: Phone: Fax: Email: Property Owner Information Name.. /92of i'12"A / 5 N-,? Phone: Street: City, State Zip: Title: Resident of property? : Contractor Information Name NORTHWEST PLUMBING OF ORLANDO Phone: (770) 941-5421 x 20 Ta Street: 6310 MABLETON PARKWAY, SUITE 1000 City, State Zip: MABLETON, GA 30126 Name: Street: City, St, Zip: Bonding Company: Address: Fax: (770) 941-9522 State License No.: CFC1426562 Arch ltect/Engi neer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE .JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date:.5t° Edition (2014) Florida Building Code Revised:.lune 30, 2015 Permit Application N077CE: 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 properly of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Omer/Agent Date, Print Owner/Agent's Name Signature afNotary-State of Florida Date I AO, - AW / P /- ,/ S' Signature f n / Agent TONY MAHA FEY Print Contractor/Agent's Name k . & 61"z 'i . ?- dote Signature of N ary-State of Florida Date a pttttll III II tl ll 91 CVIRCr Owner/Agent is Personally Known to Me or Contractor/Agent is Personally ito' 1 Q' 1 jA Produced ID Type of ID Produced ID Type of ID ALIG?t, 2020 y- c gllllCtOv' BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads * Fire Alarm Permit: Yes No APPROVALS: "ZONING: UTILITIES: WASTE WATER: ENGINEERING: COMMENTS: FIRE: BUILDING: Revixed: lane 30, 2015 Permit Application rm CITY OF SANFORD BUILDING & FIRE PREVENTION ECEIVE, PERMIT APPLICATION JUL 3 0 2018 :Application i\`o: l )-- •2 qLj la BY: AC(6Ell l.l.te(J COnSII'l1CllOri Glue: S Job :address: , I Alu, Historic District: Yes \o Parcel TD: L —TI'IOV Ycx lr Q, Residential [Coniniercial Type of Work: Addition El Alteration Repair• Demo Chan;c of Use move Description of Work: in. Z , Plan Review Contact Person: ' Title: Phone: Fax: Email: Property Owner Information Narnc 10.111 lf)Y 1*4hY clwo Plione: itreer: Resident of property" : Cite, State Zip: Contractor Information C Naill e_il ( t tr l r {^}('_ i IIC,`. 11Itone: Street: Imo% i^lf, I, Fax:--'t_ f Cit\•, State Zip: tl 1iC ) L. ( % / I State Licer:se \o.: Manic 3treet: Cite. St. Zip: BnndinU Conipanoo.: Architect/ Engineer Information Phone: Fax: E- mail: Iort_ a,.;e Lender: TO Ci\\"\f-•_R: YOUR' FAILURE TO I:EC01W A NOTICE OF C'O:I IENMIENT RESULT I YOL"I\ P:\ YING TWICE FOR IMPRO\'E IEXTS TO YOUR PROPERTY. :\ NOTICE OF CO DIE\CE:IENT MUST BE RECORDED AND POSTED ON THE JOB SITE P.E17OIZE THE FIRST INSPECTION. IF YOU INTEND TO OEtT:\I\ FINANCING. CONSULT WITH YOUR LENDER O AN ATTOI:NEY BEFORE I:ECORDI\G YOUR' NOTICE OF COMMF. NCE\IENT. li .. ._ t?::::•. t::...._ t: cob:_:n a u..:t::.: C_.l i'_ anz, n- i ....,_.._. Q: t•;. .... an :)_i ..^.1 dO:n .,.I t'•: '•::. u' ,. t:):.. _.=^aY_a. Ut _!I , c- -•• .: .. i ...:. .. i ;.:. I unt'er_-.' d fur electrical ' le 1- i:iL ;i:r;>i... ate•... •:':d that :) St'I):1 ra t; I)eTlalt Ill Alit Li C' SeCl. ri• —Irk. plerl,)!r.`,. S:_CS. furr. ac". boilers. heaters, tanks, and air conditioners. etc. I I;C 105.3 Shall l,c in:criijvd l•ith lh. (.a:e of and 1!m tads in cff.cl _, u.` that da:r: 5' 1_ul-i flvri.:a f:uii;,'i• _Cad. NOTICE: It,. addition to the rrquiremenis of this permit, iherc na%' be additional r:_trictio a appli:able to this property that nl.ly be t--,und in the public records of this co«:-1ty. and there nmv be additional p.-mlits required L*am o:` :!r tovernm:nra! eatiti:s such as a; ter manaeenlent districts, state zerncies. or federal agencies. acceptance of permit is weriftca:ion that I will notify the au nee of the propem• of the requirements of Florida Li:n La-x. FS i I., I'll.- City of Sanford requir:s paynlcnt of a plan res ie•,w fee at the time of pernik subnuttal. A cope of th; executed contra..t is uquircd 1 or&-r to calculate a plan review c•harg: and will be considered the estimat:d constnlction valu: of the job at the tilnc of submittal. The e:tual consn•uction vale; will b: Fliur:d based on th,' current ICC Valuation Tahl: in effect at the Line the pertuit is iss+_ed, in accOrC nee v ith local ordhiance. Should cllcula%d charg-:s flgUred Off the e$:ct:ted contract e\c::d tac P.ca:al cons-, tenon. va L1s. credit will be applied to sour permit fees when the permit I-. issaeu. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be clone in compliance with all applicable lases regulating construction a 'ng. 0'+s':1:r• gent is Per>on-liw Kno-wl, to \le Or Produced ID Ts'pe of ID Permits Requ!r d: Construction Twpe: Fotal Scl Ft of Bldg: r .- 77 AMY R. MORRIS Notary Public - State of Florida U) Commission a GG 185209 40, 2022MyComm. Exp 10BondedthroughNatary Assn. C'ol......i' . __.II t> .r:,-'! ,.{, 10. to \lee: Pro daced ID To`' ID BELO« r IS FOR OFFICE USE ONLY Builainzo EI; erica! \I-, 11a :ica! F111,;.1,:11g Occuhancw Use: Mil. OccupancN' load: New Construction: Electric - ' ol'An1I1s Fire Sprinkler Permit: Ye_ No = of 1-1end; Flood Zone: of Stories: Plunibin, - = of Fixtures Fife A1:11.1.1 Pernl;t: Y e No A P P R 0 V A S: ZUXhG: l' i'ILITIES: \VASTE \VA T ER: ENG! NEE<RI\Li: Bl_III_DNG: COMMENTS: UNIVERSAL UES Pderect o. 0110. 4 01008.0000 WorkENGINEERINGSCIENCESReportDate: 8/3/2018 Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Construction Materials Testing • Threshold Inspection03BuildingInspection • Plan Review • Building Code Administration 3532 Maggie Blvd, Orlando, 32811 • P: 407.423.0504 • F: 407.423.3106 In -Place Density Test Resort Client: Taylor Morrison of Florida, Incorporated UES Technician: Sammie Edwards 2600 Lake Lucien Drive Suite 350 Maitland, FL 32751 Date Tested: 08/03/2018 Project: Thornbrooke 40s & 50s, SF House Lots Various Lots, Sanford, Seminole County, FL 32771 Area Tested: 584 Red Rose Lane (Lot # 233) Material: Native Reference Datum: 0 = Bottom of Footing Type of Test: Field: ASTM D-2937 Drive Cylinder Method Laboratory: ASTM D1557 Modified Proctor The tests below meet the minimum 95% relative soil compaction requirement of Laboratory Proctor maximum dry density. Test No. Location of Test Range aximum Density pcf) Dptimum Moisture Field Dry Density pcf) Field Moisture 1%) Soil Compaction 1%) Native Depth inch) Pass or Fail 1 North Footer 0-1 ft 105.4 11.8 106.2 8.3 101 N/A Pas: 2 South Footer 1-2 ft 105.4 11.8 107.0 8.6 102 N/A Pas: 3 East Footer 1-2 ft 105.4 11.8 107.6 7.6 102 N/A Pas: 4 North East Corner of Pad (TOF) 1-2 ft 105.4 11.8 106.9 8.0 101 N/A Pas: 5 Center of Pad (TOF) 2-3 ft 105.4 11.8 108.3 7.5 103 N/A Pas: Remarks: TOF= Top Of Fill Tn nnlnh/:n/. n m..t••. nl nm/nn/inn In I /n..•nr•.nl'n n/innln 11.n O..I.I:n nn• n.....nh•nn nll mnn An nm n..Mm:Nnd nn nnnF.dn n/:nl mm n A.. n! n... nl:nnln nn. n..IMnn nl:nn If CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No Documented Construction Value: $ 17 Aq. r n '! O• Job Address:e9./_Lt . Z Historic District: Yes No Parcel ID: Residentiato Commercial L Type of Work: New-. Addition Alteration Repair Demo Change of Use Q Move Description of Work: n5-•a I C .r Lot _ o,vl.I TANG LJ t t Plan Review Contact Person: , , l ti,l s Title: Phone: `101-6$•5-3mu Fax:6-1--333-3g5.3 Email: kme, C yY. Corv\ Property Owner Information Name I Phone: P, Street: Resident of property? City, State Zip: 1 1 ' JC ontras{or Information ` Name LAv IrI . f-f' _ Phone: ` 10 - 6 g 6 - 3 0O L/ Street: 3rsco Fax: 0 - 'S3 City, State Zip: :C n State License No.: O Architect/ Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. - FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application Of 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 tat work will be done in compliance with all applicable laws regulating construction and zo g. Signature of Owner/Agent Date Print Owner/Agent's Name Signatureof Notary -State of Florida Date Owner/ Agent is Personally Known to Me or Produced ID Type of ID Sig rc of Contmi:tor/Agent $ate / 06+ & •- hjlo7:kusso t Contractor/A nl's Name q% Signature of No ry-State o Florida ate s"' CHERYL D AKERS e MY COMMISSION 0 FF998962 EXPIRES June 05, 2020 1407 198-0163 Ftw1dsNwarySer*e.c= Contractor/ Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[-] Gas Roof Construction Type: Occupancy Use: Flood Zone: - Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: COMMENTS: Revised: June 30, 2015 ENGINEERING: UTILITIES: FIRE: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Permit Application Ai1Cf Ir•3rYl1• tuliri elwr.w. n. ltt!!A If+Wr1•K, 1411ba Mr.• u• ifal ULl•• ly.l.w-L7 tYI>nl Irll Cl la.+.r.r.> rfCiii IKua! Pr•w.ru tituin_ 4 IYUA r,.rrwr•. r,a uuxi i r.•.i. IYU'JI I.r•a•rr • wum rr.Y•.-rt iNYn a YC:. C• W YC: s.'•• U tlutr I..r..t..n uwrn Ir••rt. m utilaf• n.••..r.u•m Iwlini t•.n.l.ro luuxhtrf. Aturn Ir..r...w t_- _ w•!w ci Xtit IaNr.. ax lWtrn Sr.rvrrv.r ry WIIC, ,••••e,rM IYIIY.1 II..+..L ly rNlf lTl .Yr, 1\{UYI l4rr•t LLt IYUI•, yrJu.:fr VIA )r+rwr•r Iuu lLRI :.....w•_u ir_tin«I.+.w. a calm• fr.Tr_falNlltflia:.•r. V Wrl..r v_uliA V hnlr3luC MfnKv _ '_ t o i umLpiUwl P14 l••11 vm•El uamc. +•f I il- a xr Inrawt)rn 1/upmc / 7a1, \al4 Yry_ Y[n,IML IWe y Y/p Ian, ' lum Q o- •. q .. . N r1.O•vun3 RCr: 15y:ulurr OMr aawt.wsa..wl Unn.r Pn n.... - ..r._ •...,. Gain sopnl:•wn t[iv.0 L+YCn H{D I+rIMII IIrnry ua..-•w Yla! ----- 1•1 mn s..i.•ue.+•-. wNn Gn aani -• • _ . .- -... iil. 4r,xnjflYuw m!a I•r Yt:n • 4 taa( nun It,: a_r yWNMN. v.(w t•r,.Fn•NrY[n 1. r:l.a^• _ ra[ I..n+p•rllrl oECCaN. a . Y sa rrw a+•r.+l,l in„. arl111 L•+•• _ f11Y c nl9 •u•v L•p1 at>.rNlw o.•Or a..wEr^a. _ _.. Nii GMp.+RlUnaa LJYWfM Rlv a^Y .Rv.ut r.e/an werOw yme c,•r._ vi:n. wclo= w!r. _ »lY...—_'d^_. i. •._ _ XCL arrrrvr•}IrL,v Z1„nr L•r a4f+ a` sox ri..J..{n.,. __._i`••. r e a XftC rq•.1,1La.? 1111U F awr K•L+rw IX Iu nl Llw•n tNw1pM_+dv.[w.na,r.:..l.w,ru ary.ivc _ — HTJ Ya=„a L'.x. aCWt rYK•vr•a4v.... J,Y.a ntxnY. .. fL Y!I r..l4 maw nm xt ara r...;.lc hem^• Mr..- --- -- -` - t'YL rw iq L'w• t.J•IU) r ... WrI...nMs _ _ _ Ieax i....-vi Ant _ sevn car a _ . _ TLRt r__".lalo_.., irwtal atvn.••n r..urrw lxrt/!i r KU ur auwaSL OS..L«. .. J.v+taO YY•in.s a sat w,,...•w ryu.rt Imr.s1 Il.. WY41^ l C[ rrlw l4 CNr tvr_Mll w...tr. __— • — _ r — IRR nl n•••r owwa•f V •:r.•- an.+v+ n w, _ r_fx_ ^.rMnYLrr.:s__aU/K w•.•Yu u•'` _ _ 4'rL v+t•IHil r,w tJaJan Yr•ut+ •r+r.4 lr..u..+J,r•„J.(r.m rMl Ilut NNri\r)Jrra s'ra.W1 Otv.L.YaM rM aLVJ 1rr••3T Ik) ' r •_ ••-• •_ _ CSC Y.rr'trYG a• Y[ar iSi\••\cauf •+r.nl.t C•G,./•A rl•r.M _ L•nT re•P•II•J•n• r1YlYll_ rV•(•:tin{t+..tw /ryYWa!• • Yc cv--•:•In..• ptt•Ir n.. .Y.h L•a:t Ntr. Val G,r+ tatNub"1 PA.Lr•.n Y.rtaa>Lef•.t r•. __ • _ •_• -. tia{t tl•+•r VI•f tStr w:x•ap R'y1 c w./II.a S•GL I •.. - . _ .` — rl>r r+••.•ui'rr axV/L, rr.. rwn.•,. uL quo.•.__ ate c+..iw u .r-+a.._ _. _ _ II ...— trrtrrea rrv .•.. a,n t_..,L+t _ _ o a/CL_tw.!r Pi:"' tT-f...•./t....w+oto. a.nr[•..1V a•_ • —_ LS tL[Y. a.. nn[Or+'Arfa r•rr rrlta.•. mveu c•..lrr.•Mrr/.,.INewb rrauwr _ _ .... __ lolai irr.w ul4 Wr wrlHrl 1 exr.Crrr Lrr llMrUtJa4f•...{rn 4_ ^— eax NK L}Yvn PLY Rty NOLvdYua3• tb OCf r:•)• er •rrrV, NK ` R}`!1 v NYq,L. Z YlpfLt _ Yn• rr• t'K L,ar•r Plan ^ta)0.aY [GaL'rRiti.'.• SM wo U)!T tu••aW., i•1'. L44•r GI a:i Ht`.l'3 anRima tfll)1/i M•K OkrN WmrrpnUrrL• IIJ r,K NKr L+_w s,....H..i o wlarr'e a. _e•. n:[rtlr• 16yaN i .w<o,rt,orrro• Y_ a4ai NK l'YL••• R as.UfJleymraTvr,t\• Y tl1MU r•.. PrrnKLPwYRlYrt•tdiw CwalnrKv{ f•. r __ .. .. n NJr. _ N•[• it]+,•r Is1•r Rt o.Cl`:q,a']Oa1C: l:YP_ ram_ P{tL a...K'I..t'.a.n. n•f.b Y1t'N31J+10L u•a. ryK irra vY•vzsv . Yr4' S[brr hi lN:a)N:er[xM1a l•Cttrt V nIrUY y u+••1 wL- It]•.•r or a3 rr•:.. /n u,ti•JI-4a _ eelin•: I..ILs.I rlaK IN.a.1. xi.t xlu mN, t'.n.irrar.r.t W t,.•u r.. r. K.1C te••R{L•vla,rl rfT:ln\aE Wai1V NY.r.w41...1Yr1.'.•w•. Lb K IG` r fpLJ Ga:•p uCPGsr[:sf a v.•ru- n i'_ MY.we Ni...,.6w • K D.rr C+t,[a[CAL.[C:l.'yv6t w tO:Mv u_.r. Vf/t It.V•tr. MIYNJ.M 3,a•[CL:,:n••K• 1+ X.l. W Wr1 C tTru.+• Cfl•N A,v.6,.n PJC,3aLn1:a • n:,nU sr_ , ruc _ tra,r.m+a H,mc...•rn_sN•;ci _ mwav_ t.7.xvl r....L _ ••_. MrK i 1'.vr. urV V•6 Lt WIJ?)Oa>:.••a rwrr aw ew. rK T 1a6YT^ Q ..•N t'IL aI MaS'r}r>lea MIYI•i a0•MI V/K lL'YrI Ln+rt•, V]_•J RnYrpnL1 t3,p)i CCS=.[•rw.l,..ap•Ieti+aL..a a WK IiJ•1.re• G[a•sJIM6Mm•.Ct'#,a'•_~- r i•:___ nM::JGd.Ar. rt.w J[ YiLN tiL/(L•tKt QLPts}K• b-R: wK u u, RL1,1Lra [CY eaaga r•Y rrtJ[. [I+-u..•1..+.. r - wK su.u.• ct{ W uuw au ien:,>.armer- w wuur M•Aa1 KY•+v—Pi4\NNLn 4A?ICKv3 M b•1 •,W rr r, _ , llor:.. G r.a wa!3.a.•u ocrsrra a warm• lra•w a..r - - in.t srnw. mr+cau•c •n 5...enE it w>s• - ha•.+Y:_+..arrar- w.f. wt•,uina L, tracrs.er]• n.rr rfJ( I101rr GI,Y Ha,l,4 rr texGtnavG Y Y OI..tY+i•cf'AUOhN wrr wcK w_[.. ems, nnwua,ra (31.at - rn.nv rr.c:.0 _.•;•...c.-r rNK u1 ]. w•Iw+,N. (Diem nNocL sln N•.+• MwaCr- 4 >Mw•rV a•Hl Ylfira'fJ•'ri Ir r•1V tw N•a. _ - _ al - teD/.tN L(I ]n rlt, u:•ur[NaYJ • IILI Ir11) L•.b tV+•^ ara MinW. ualnrlrvvK• N!!rn> 1 r•ru. a.. +• _in.M LL?J•. A'an yta•Tl;.,an (er a•4N![ fr VlYIL• fYv•f.snt •n•.[I:"Jyd.V••Ir! rtlL laerr:r r.0 ulV4.w t3axrrAl u aV Iw!•v.•. •_r•...1••b!•.-. IlK thm 0:. a,l .I•In G,u LwaruYuat illr•ff v.lyr'!U A' w. e'I+n Ha)fu\u1rS•A•:!.Gt Y Iluc r ardlL'S r•rKy tRr'i`.. P,+n,41rS•1,N1 .3RY pVN M l-•Ir•y IayV2 r!a.•E•L r.•.r •+••.nr Hru I•n .:r q,+ .!t•.was+alrn.nt r.r«:. o+.......r L.. .q.,tn.. y...r, i, CN Ilti rr K. ay.f •)tL,Nrfn:tY,M•a4L t t: Wlt vr ai•o rl•r•!r•1 K a}.•+r RK.rHJaqurylptquau• G1N.y' t•1•WE•• IOV..r OpJ rreaS•1arlRGMYIJ1a _ Y tllrull t•••r•1 Y _ —_: WrW 11:. :.•. YI+r R_.[rS,a][C'.3Tv.310 •• Jtt.+. wtr V{at q.•e+..•L l.r p•G.,a[•u r.w•.r V:I[ Vl•..lC •IfYr.O'•CrJ+r1 M Y•a+N G..[+•rr,..3ar f.:.,.ar. •`•fl• waL -- tn.r..w m Li w.u[orrv::aa ar rt•Yn nit i....Iw..l•..._•.u>r Wl Vs.• Rl+rr•Gtey la (•}:trrewYt• b w1+U\ r.•ItY Va+ 3•••+I• N•,VtnxL a•1 avJ1'rvu+r.a i CIru1 I.r Ner 4K IatMu.r eO.ln 4r, N 3t rt,>aa at. 6"!•rl P'! [ i)i+,+r.'%'•••. K _ L a.Y Yl ^ufuL•t. ,]r,014•Y. V!_ t•;lwn_ F_i r_..r ,•wT+n•f.M•I.ot I F nWr Wv t i a:CLNf• _, J .'JA t••1... Y..wnllr•> Ilbo•r t•a:r,WnVe .V'J)tPIOnR.• M Ca •i L•Y •Jyrl K4_ Way._ r_riY_G y[c.rvc OI Mrw 4rtW WK JFYr R!Y•nu,Nq In mrfYldnvel Y ALl1•a C4Y-Gwr11\•NGL+r a/nr ra lP tUl[R lK iY:trJW In _ L• Ur aw s\K _ IY Kt,) ilsnaa I _ •f.MM IM 1_Y ••- . IA _ RTC L'f ItL•tC LN to Oats ar :I`eY. tG [U10 _ lS • ,[t]LI a W L\]rtl Ia \ruR 1A _ titlf _ ttl IMnK _ n,rar Ia for Im [!U tUal NIv iA 11A14 I.::.—