The URL can be used to link to this page

464 Rocky Grove Ln- 18-1462; NEW SFHCOUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 181Q0004 DATE: May 07, 2018 BUILDING APPLICATION 4: 18-10000443 BUILDING PERMIT NUMBER: 18.10000443 7 d UNIT ADDRESS: ROCKY GROVE LANE 464 21-19-30-510-0000-2820 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: TAYLOR MORRISON OF FL INC ADDRESS: 2600 LAKE LUCIEN DRIVE SUITE 350 MAITLAND FL 32751 LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 464 ROCKY GROVE LANE / THORNBROOKE PHASE 4 / SFR I .................. FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE 1 ------ ------------------- ---------------- ...... ROADS -ARTERIALS CO -WIDE ORD Single Family Housing 705.00 1.000 dwl unit 705.00 ROADS -COLLECTORS N/A SingFamily Housing .00 1.000 dwl unit .00 FIRE ES.UE NIA LIBRARY CO -WIDE ORD .00 Single Family Housi 54.00 1.000 dwl unit 54.00 SCHOOLS WDE SOCO -WIDE ORD PARKSN/ Single Family Housing 5,000.00 1.000 dwl unit 5,000.00 A LAW ENFORCE N/A 00 DRAINAGE N/A .00 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 OCCUPAR Y OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE Parcel ID Number: 21-19-30- 51V-0000- 21,i-o Prepared By Kim Carter and Taylor Morrison Homes Return To : 2600 Lake Lucien Drive, Suite 350 Maitland, FL 32751 NOTICE OF COMMENCEMENT. State of Florida. County of Seminole. I,:CI.II i ;<<If,lRT C3MFTROL.11.I S CLERK'S v 2018031186' The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. I. Description of property : LOT Legal Description : Thornbrooke Phase according to the plat thereof, as recorded in Plat Bookgl , Page'7o-Tof the public records of Seminole County, C Florida. Addresses Sanford FL 2. General description of improvements : Single Family Home 3. Owner information : Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751 4. Fee Simple Title Holder: N.A. 5. Contractor name and address : Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751 6. Surety: N.A. 7. Lender: N.A. 8. Persons within the State of Florida designated by the Owner upon whom notices or other documents may be served as provides by 713.13(I)(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 1, 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: J n Asa Wright Taylor Morrison of Flori/ Sworn to and subscribed before me this by John Asa Wright o i nally known to me. , gyp Notary Public DA Clark4,$ My commission expires: 6/27/19 'Eli VRtNt' Serial No. FF 209108 ignature: AND- m. Verification pursuant to Section 92.525, Florida Statutes. Under penalties of perjury, I fire that I have read the foregoing and that the facts stated in it are true to the best of my knowledge and belief. q4A NI Z4;t = =a: : 4- P, CITY OF SANFORD C! BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No. Documented Construction Value: $ 22 2.:, -3. Ov Job Address: W V Historic District: YesEl No RX Parcel ID: 2 1 -19.30-610 -0000-':2V;-0 Residential IR Commercial Type of Work: New RX Addition 1:1 AlterationEl RepairEl DemoEl Change of UseEl Move Description of Work: NEW SINGLE FAMILY TQWNH HOME UNIT - LOT NUMBER: 2 LL Plan Review Contact Person: Daphne Clark Title: Phone: 40Z-257-Q940 - Fax: Email: hne Perm itsRermitsEerm its,co Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Phone: 407-629-0077 Street: 151 SOUTHHALL LANE# 200 Resident of property? : NO City, State Zip: MAITLAND FL 32751 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 Name: Street: City, St, Zip: Bonding Company: N18 Address: Fax; State License No.. CBC1257462 Architect/ Engineer Information Phone: Fax: E-mail: Mortgage Lender; N/ A Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAVING 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: 51h 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 wilt notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature_ 4cri/Agci_ Dole TAYLOR MORRISON OF FLORIDA INC Print OwnedA ame Signature ofWd to of _"d ulte 01 pukt 44 of f; a WA TP- 1Owner/ Agent is yE& Personally Known to Me or Contractor/Agent is YES Personally Known to Me or Produced ID N18 Type of ID Produced ID NIA Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building &] Electrical [E Mechanical 2 Plumbing[- Gas[] Roof F Construction Type: q tn' Occupancy Use: Total Sq Ft of Bldg: Flood Zone: X Min. Occupancy Load: t \ # of Stories: Al" ZS New Construction: Electric - #of Amps k50 Plumbing - # of Fixtures 1$ Fire Sprinkler Permit: Yes[] No g #of Heads APPROVALS: ZONING: UTILITIES: ENGINEERING: t- C_IaA3-16 FIRE: COMMENTS: Ok to construct single family home with setbacks and impervious area shown on plan. 55 % f-n?p w4r6o' GL Fire Alarm Permit: YesE] NoE WASTE WATER: BUILDING: 5r, 6- Q- Z Revised: June 30, 2015 Permit Application Lc( CITY OF SANFORD MIAR .I 2018 BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: y bQi Documented Construction Value: S 1 76' Job Address: Historic District: Yes 0 No Q Parcel ID: 2 1-19-30- 5iO-0000-' fV;10 Residential R Commercial Type of Work: New n Addition Alteration Repair Demo Change of Use Move Description of Work: NEW SINGLE FAMILY TOWNH HOME UNIT - THORNEBRQQK PHASE LOT NUMBER : ,2 9,L Plan Review Contact Person: Daphne Clark Title: Phone: - Fax: Email: da hnE Pe[Mit.5Permit Permits rnm Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Phone: 407-629-0077 Street: 151 SOUTHHALL LANE # 200 Resident of property? : NO City, State Zip: MAITLAND FL 32751 Contractor Information Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Phone: 407-257-6940 Street: 151 SOUTHHALL LANE # 200 Fax. City, State Zip: MAITLAND FL 32751 State License No.: CBC1257462 Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: VIA Mortgage Lender: N/A 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: 5t11 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTII E: 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. Ile Signature of er/Agent We Signatur ontractor gent Dat TAYLOR MORRISON OF FLORIDA INC Print Owner/A ame Qy J Signature o to oTalW. p1 e x t tenor a 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 WType of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building n Electrical Mechanical Plumbing[] Gasn Roof FJ Construction Type: Occupancy Use: Total Sq Ft of Bldg: Flood Zone: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps, Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: COMMENTS: Plumbing - # of Fixtures Fire Alarm Permit: Yes Q No UTILITIES: L--- WASTE WATER: ENGINEERING: FIRE: BUILDING: Revised: June 30, 2015 Permit Application SCPA Parcel View: 21-19-30-510-0000-2820 http://parceidetaii.scpafl.org/ParceiDetai[Info.aspx?PID=2119305100... empedy ReCoEd Card Parcel: 21-19-30-510-0000-2820 XL cxxooyrt'rXW)A Prop" Address: 464 ROCKY GROVE LN SANFORD, FL 32771 0 Parcel Information Parcel 21-19-30-510-0000-2820 Owner TAYLOR MORRISON OF FL INC Property Address 464 ROCKY GROVE LN SANFORD, FL 32771 Mailing 151 SOUTHALL LN STE 200 MAITLAND, FL 32751 Subdivision Name THORNBROOKE PHASE 4 Tax District Sl-SANFORD DOR Use Code 00-VACANT RESIDENTIAL Exemptions A AW%k 120 ej A06, n Seminole County GIS ILegal Description LOT 282 THORNBROOKE PHASE 4 PB 81 PGS 70-71 Taxes Value Summary 2018 We Values Valuation Method Cost/Ma Number of Buildings 0 Depreciated Bldg Value Depreciated EXFT Value Land Value (Market) 40,000 Land Value Ag Just/ Market Value 40,000 Portability Adj Save Our Homes Adj 0 Amendment 1 Adj 0 P& G Adj 0 Assessed Value 40,000 Tax Amount without SOH: 2Q17 TOA Bill 6m—Q!jD1 Tax Estimator Save Our Homes Savings: Does NOT INCLUDE Non Ad Valorem Taxing Authority Assessment Value Exempt Values County General Fund 40,000 0 Schools 40,000 0 City Sanford 40,000 0 SJWM( Saint Johns Water Management) 40,000 0 County Bonds 40,000 0 Sales Description Date Book Page Amount Qualified No Sales I of 2 3/21/2018, 11:05 AM Y OF SANFORD 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: 464 Rocky Grove Lane Property Owner: Taylor Morrison of Florida, Inc. Parcel identification Number: 21-19-30-510-2820 Phone Number: 407-629-0077 Email: The reason for the flood plain determination is: FWW New structure E] Existing Structure (pre-2007 FIRM adoption) F-1 Expansion/Addition 0 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) 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: F-1 The parcel is in the: 0 floodplain Ofloodway F-1 A portion of the parcel is in the: F-1 floodplain El floodway FEW The parcel is not in the: FEWfloodplain E]floodway El The structure is in the: Elfloodplain F-Ifloodway El The structure is not in the: 0 floodplain E] 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# 18-1462 Reviewed by: Michael Cash, CFM Date: June 13, 2018 El R Application for Right-of-way Use for Driveway,Walkway & Landsca e a a y p 1877 —q Department of Planning & Development Services www.sonfordn.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 f 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. Knox wbaly below. Yo- t:alibefore you dig, 1. Project Location/Address 4 R "I ve, 2. Proposed Activity: Driveway 1-1 Walkway Other: 3. Schedule of Work: Start Date Completion Date Q Emergency Repairs 4. brief Description of Work: ea r Maintenance Responsibilities/Indemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said installation/ improvement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the improve- ment and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestor's expense and, if necessary, file a lien on the Requestoes property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its oounciipersons, agents, servants, or employees appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City' s right-of-way. i have read and understand the above statement and by signing this application I agree to its terms. I hereby understand and agree to pay all city fees related to this application as required by the city's adopted Fee Resolution. Signature: Date: Is permit shalt be posted on the site during construction. Please call 407.688.5080, Ext. 5401.24 hours In advance to schedule a pro -pour inspection. Pre - pour Inspection by: Date: September 2010 ROW ttse n't- net IN ru REQUIRED INSPECTION SEQUENCE TAYLOR MORRISON SFR-DETACHED Permit # BUILDING PERMIT Min Max Inspection Description 10 Form board / Foundation Survey 10 Slab / Mono Slab Prepour 20 Lintel / Tie Beam / Fill / Down Cell 30, Sheathing — Walls 30 Sheathing — Roof 30 50 Final Window 40 Roof Dry In 50 Frame 60 Insulation Rough In 70 Drywall / Sheetrock 40 70 Lath Inspection 50 1000 Final Roof 50 1000 Final Stucco / Siding 80 1000 Insulation Final 1000 Final Single Family Residence A AA,aaa- 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 MECF3ANICAL- TRMff Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Nam L t282ThornbrookMarcoGLE 4 Pb CW&a-, Builder Name: Taylor Morrison ftStreet: C141 AftA, City, State, Zip: FL , SA,. Permit Office: Permit Number: f9 " ! 4 8Owner: ( Jurisdiction: 69 00 Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2) 1. New construction or existing New (From Plans) 9, Wall Types (1706A sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1423.30 ft2 b. Frame - Wood, Adjacent R=13.0 283.11 ft' 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 3 d. N/A R= ft, 5. Is this a worst case? No 10. Ceiling Types (1589,0 sqft.) Insulation Area a. Under Attic (Vented) R=38.0 1589.00 ft' 6. Conditioned floor area above grade (ft2) 1589 b. N/A R= ft2 Conditioned floor area below grade (ft') 0 c. R= fft 11. Ducts R ftZ 7. Windows(307.6 sqft.) Description Area a. Sup: Attic, Ret: Main, AH: Main 6 317.8 a. U-Factor: Dbl, U=0.34 259.64 ft' SHGC: SHGC=0.31 b. U-Factor: Dbl, U=0.58 48.00 ft' 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.32 a. Central Unit 34.2 SEER:15.00 c. U-Factor: N/A ft, SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ftz a. Electric Heat Pump 32.8 HSPF:8.50 SHGC: Area Weighted Average Overhang Depth: 3.281 ft. Area Weighted Average SHGC: 0.312 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (1589.0 sqft.) Insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation R=0.0 1589.00 W b. Conservation features b. N/A R= fV None c. N/A R= ft, 15. Credits Pstat Glass/ Floor Area: 0.194 Total Proposed Modified Loads: 48.48 PASS TotalBaselineLoads: 51.88 1 hereby certify that the plans and specifications covered by Review of the plans and ovvAE S744 this calculation are in compliance with the Florida Energy specifications covered by this 4 Q Code. - calculation indicates compliance PREPARED BY: t1 ' with the Florida Energy Code. Before construction is completed rS DATE: 3/16/18 this building will be inspected for y compliance with Section 553.908 I hereby certify that this building, as d signed, is in compliance Florida Statutes. CQp withtheFloridaEnergyCode. 1g 1 OWNER/ AGENT: BUILDING OFFICIAL:.. DATE: 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). 3/ 16/2018 8:37 AM EnergyGauge(0 USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2017 PROJECT Title: Lot282ThornbrookMarcoGLE Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 1589 Lot # Owner Name: Total Stories: 1 Block/Subdivision: of Units: 1 Worst Case: No PlatBook: Builder Name: Taylor Morrison Rotate Angle: 0 Street: Permit Office: Cross Ventilation: No County: Seminole Jurisdiction: 691500 Whole House Fan: No City, State, Zip: Family Type: Single-family FL , New/Existing: New (From Plans) Comment: CLIMATE Design Temp Int Design Temp Heating Design Daily Temp v Design Location TMY Site 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Orlando FL ORLANDO INTL AR 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Block1 1589 14777.7 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 1589 14777.7 Yes 4 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 152.5 ft 0 1589 ft2 0.48 0 0.52 ROOF V Roof Gable Roof Solar SA Emitt Emitt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Gable or Shed Composition shingles 1771 ftZ 390 ft2 Medium 0.85 N 0.85 No 0 26.2 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1589 ft2 N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 38 Blown 1589 ft2 0.11 Wood 3/16/2018 8:37 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2017 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Ornt To Wall Type Space R-Value Ft In Ft In Area R-Value Fraction Absor. Grade% 1 N Exterior Concrete Block - Int Insul Main 4.1 62 0 9 4 578.7 ft' 0 0 0.6 0 2 E Exterior Concrete Block - Int Insul Main 4.1 11 0 9 4 102.7 ft' 0 0 0.6 0 3 S Exterior Concrete Block - Int Insul Main 4.1 49 6 9 4 462.0 ft2 0 0 0.6 0 4 W Exterior Concrete Block - Int Insul Main 4.1 30 0 9 4 280.0 112 0 0 0.6 0 5 - Garage Frame - Wood Main 13 30 4 9 4 283.1 112 0 0.23 0.01 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 E Wood Main None 25 3 8 24 ft2 2 Wood Main None 25 2 8 6 8 17.8 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang V # 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 78.1 ft' 1 It 4 in 0 ft 8 in Drapes/blinds Exterior 5 2 N 1 Vinyl Low-E Double Yes 0,34 0.31 N 28.0 ft2 1 ft 4 in 0 ft 8 in Drapes/blinds Exterior 5 3 E 2 Vinyl Low-E Double Yes 0.34 0.31 N 4.0 ft' 6 ft 0 in 1 ft 6 in Drapes/blinds None 4 S 3 Vinyl Low-E Double Yes 0.34 0.31 N 6.9 ft2 1 ft 4 in 0 ft 8 in Drapes/blinds Exterior 5 5 S 3 Vinyl Low-E Double Yes 0.34 0.31 N 39.1 ft2 1 ft 4 in 0 It 8 in Drapes/blinds Exterior 5 6 S 3 Vinyl Low-E Double Yes 0.34 0.31 N 6.0 ft' 1 It 4 in 0 ft 8 in Drapes/blinds None 7 W 4 Metal Low-E Double Yes 0.58 0.32 N 48.0 ft2 8 ft 0 in 0 ft 0 in Drapes/blinds None 8 W 4 Vinyl Low-E Double Yes 0.34 0.31 N 58.6 ft' 1 ft 4 in 0 ft 8 in Drapes/blinds Exterior 5 9 W 4 Vinyl Low-E Double Yes 0.34 0.31 N 39.1 ft' 8 ft 0 in 0 ft 0 in Drapes/blinds Exterior 5 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 399 ft' 399 ft' 64 It 8 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000414 1724.1 94.65 178 302 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF 8.5 32.8 kBtu/hr 1 sys#1 3/16/2018 8:37 AM EnergyGauge® USA - FlaRes2017 Section R405 4 1 Compliant Software Page 3 of 4 FORM R405-2017 COOLING SYSTEM V ft System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 15 34.2 kBtu/hr cfm 0.75 1 sysiff 1 HOT WATER SYSTEM V# System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.95 50 gal 62.3 gal 120 deg None SOLAR HOT WATER SYSTEM V FSEC Collector Storage Cert Company Name System Model # Collector Model Area Volume FEF None None ft2 DUCTS Supply ---- Return ---- Air CFM 25 CFM25 HVAC ft Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 317.8 ft Main 79.45 ft Default Leakage Main Default) (Default) 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling Jan Feb Mar pr, Ap M Junay Ju Xj A Xj Sep Oct Nov Dec He Id Jan Feb Mar A May Jun July Xj xl Aug J OctNovId Dec Ve Jan Feb XX Mar Apr May Jun Jul Aug Sep Oct XX 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 3/16/2018 8:37 AM EnergyGauge(0 USA - FlaRes2017 Section R405,4 1 Compliant Software Page 4 of 4 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 93 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Windows" Description a. U-Factor: Dbl, U=0.34 SHGC: SHGC=0.31 b. U-Factor: Dbl, U=0.58 SHGC: SHGC=0.32 c. U-Factor: N/A SHGC: d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 8. Floor Types a. Slab -On -Grade Edge Insulation b. N/A c. N/A FL, New (From Plans) 9. Wall Types Insulation Area Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1423.30 ft2b. Frame - Wood, Adjacent R=13.0 283.11 ft 1 c. N/A R= ft2 3 d. N/A R= ft2 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=38.0 1589.00 ft2 1589 b. N/A R= ft2 c. N/A R= ft2 Area 11. Ducts R ft2 259.64 ft2 a. Sup: Attic, Ret: Main, AH: Main 6 317.8 48.00 ft2 12. Cooling systems kBtu/hr Efficiency ft2 a. Central Unit 34.2 SEER:15.00 3.281 ft. 0.312 Insulation Area R=0.0 1589.00 ft2 R= ft2 R= ft2 13. Heating systems a. 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: ` 1(o K 64 6 PVLA- L,",e,City/FL Zip: 3 kBtu/hr Efficiency 32.8 HSPF:8.50 Cap: 50 gallons EF: 0.95 Pstat Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 3/16/2018 8:37 AM EnergyGauge a USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 DEL -AIR Manual S Compliance Report MATING « AIR CON0910MG Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD. FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.I)EL-AIR.COM For: Taylor Morrison FL Design Conditions Job: Lot282ThornbrookMarco Date: 6/4/2014 By: BENTLEY Outdoor design DB: 92.5°F Sensible gain: 28301 Btuh Entering coil DB: 77.8°F Outdoor design WB: 76.3°F Latent gain: 4442 Btuh Entering coil WB: 63.9°F Indoor design DB: 75.0°F Total gain: 32744 Btuh Indoor RH: 50% Estimated airflow: 1160 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-036-230-19+CBA27UHE-036-230*++TDR Actual airflow: 1160 cfm Sensible capacity: 28837 Btuh 102% of load Latent capacity: 4602 Btuh 104% of load Total capacity: 33439 Btuh 102% of load SHR: 86% Design Conditions Outdoor design DB: 41.7°F Heat loss: 24875 Btuh Entering coil DB: 69, 1 OF Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-036-230-19+CBA27UHE-036-230*++TDR Actual airflow: 1160 cfm Output capacity: 32182 Btuh 129% of load Capacity balance: 35 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1160 cfm Output capacity: 7.3 kW 100% of load Temp. rise: 50 OF Meets all requirements of ACCA Manual S. wrightsoft- 2018 Mar- 16 08 39 14 Rjght-SuiteO Universal 2018 18 0 10 RSU24011 Page I 11 hornbr ook Marc oGLE, Lot 282T hornbrook Marc oCLE rup Calc - M,18 HOUSP faces F DEL -AIR Component Constructions Job: Lot282ThornbrookMarco... Date: 6/4/2014 MITING - AM COMMON= Entire House By: BENTLEY DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407-333-2665 Fax: 407-333-3853 Web. WWW.DELAIR COM For: Taylor Morrison FL Location: Indoor: Heating Cooling Orlando Intl AP, FL, US Indoor temperature (OF) 70 75 Elevation: 95 ft Design TD (OF) 28 18 Latitude: 280N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 1.5 46.4 Dry bulb (IF) 42 93 Infiltration: Daily range (OF) - 17 ( M) Method Simplified Wet bulb (IF) - 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: Frm wall, r-13 cav ins, 1/2" gypsum board int fnsh, 2x4" wood frm, 16" o.c. stud Or Area LI-value 11, Btuh/fl' aF n 473 0.201 e 75 0.201 s 410 0.201 w 135 0.201 all 1092 0201 Windows 2A-2ov: 2 glazing, cir low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, n 1/8" thk; NFRC rated (SHGC=0.31), 50% drapes, medium; 1.33 It n overhang (6.3 ft window ht, 0.67 It sep.), 6.67 ft head ht s w all 2B-2fv: 2 glazing, cir low-e outr, air gas, vnl frm mat. Or innr, 1/4" gap, e 1/8" thk; NFRC rated (SHGC=0.31), 50% drapes, medium; 6 ft overhang (2 ft window ht, 1.5 ft sep.), 6.67 ft head ht 2A-2ov: 2 glazing, cir low-e outr, air gas, vnl frm mat, cir innr, 1/4" gap, s 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1.33 ft overhang (3.2 ft window ht, 0.67 ft sep.), 6.67 ft head ht 2B-2fv: 2 glazing, clr low-e outr, air gas, vnl trm mat, clr innr, 1/4" gap, s 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1.33 ft overhang (2 it window ht, 0.67 It sep.), 6.67 ft head ht 2A-2omd: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, w 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.32), 50% drapes, medium; 8 ft overhang (8 It window ht, 0 ft sep.), 6.67 ft head ht 2A-2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, cir innr, 1/4" gap, w 1/8" thk; NFRC rated (SHGC=0.31), 50% drapes, medium, 8 ft overhang (6.3 ft window ht, 0 ft sep.), 6.67 ft head ht 265 0.091 Insul R Htg HTM Loss Clg HTM Gain It' -`F,,Rtuh Btu h/ft' Btu Btuh/ft' Btuh 0 5.69 2690 4.35 2058 0 5.69 425 4,35 325 0 5.69 2332 4.35 1784 0 5.69 767 4.35 586 0 5.69 6214 4.35 4754 13.0 2.58 683 1.44 382 78 0.340 0 9.62 748 10.6 822 28 0.340 0 9.62 268 10.6 294 39 0.340 0 9.62 374 10.6 411 58 0.340 0 9.62 561 29.0 1689 203 0.340 0 9.62 1950 15.9 3216 4 0.340 0 9.62 38 10.6 42 7 0.340 0 9.62 67 10.6 73 6 0.340 0 9.62 58 10.6 63 48 0.580 0 16.4 788 18.4 883 39 0.340 0 9.62 374 10.6 411 rk wrigFhtsoft" 2018-Mar-16 08 39.14 gRihtSuilenti Universal 2018 18.0.10 RSU24011 o Page 1 ACCK ThornbrokMarcoGLELo12827hornbrookMarcaGLEntp Calc = MJS House faces. E Doors 11 DO: Door, wd sc type Ceilings 16B-38ad: Attic ceiling, asphalt shingles roof mat, r-38 cei I iris, 1/2" gypsum board int frish Floors 22A-tpl: Bg floor, light dry soil, on grade depth e 24 0.390 0 11.0 265 12.0 288 11 18 0.390 0 11.0 197 12.0 214 all 42 0.390 0 11'0 462 12.0 502 1592 0.026 3&0 0.74 1171 1.41 2246 153 0.989 0 28.0 4268 0 0 rij- wriightsoft- 2018-Mar-16 08 3914 11111 .... .. .... Right -Suited Universal 2018 18 0.10 RSU24011 Rage 2ACCATtiornbrookMarcoGLE,I.-ot282ThortibrookMarcoGLE rup Calc MJ8 House faces E 1 DEL -AIR Project Summary/ ,lob: Lot282ThornbrookMarco... 7 Date: 6/4/2014 MEATMiG -=C NGITNIMIMG Entire House By: BENTLEY DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax 407333-3853 Web WWW DEL -AIR COM For: Taylor Morrison FL Notes: 12/24/14 GCR RVSD 8/2/16 JA LS 2/27/17 JA LS 3/3/17 JA Resign Information LS 3/16/18 JA Weat er: Orlando Intl AR FL, US Winter Design Conditions Outside db Inside db Design TD Summer Design Conditions 42 OF Outside db 70 OF Inside db 28 OF Design TD Daily range Relative humidity Moisture difference Heating Summary Structure 18991 Btuh Ducts 5884 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 24875 Btuh Infiltration Method Construction quality Fireplaces Simplified Average 0 Heating coolingg Area (ft2) 1589 1589 Volume (ft3) 14853 14853 Air changes/hour 0.38 0.20 Equiv. AVF (cfm) 94 50 Heating Equipment Summary Make Lennox Trade MERIT Model 14H PX-036-230-19 AHRI ref 10258589 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point = 35 OF 8.5 HSPF 32800 Btuh @ 47°F 26 OF 1160 cfm 0.047 cfm/Btuh 0.30 in H2O Backup: Input = 7 kW, Output = 24786 Btuh, 100 AFUE 93 OF 75 OF 18 OF M 50 % 46 gr/lb Sensible Cooling Equipment Load Sizing Structure 19135 Btuh Ducts 9166 Btuh Central vent (0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 28301 Btuh Latent Cooling Equipment Load Sizing Structure 2557 Btuh Ducts 1885 Btuh Central vent (0 cfm) 0 Btuh none) Equipment latent load 4442 Btuh Equipment Total Load (Sen+Lat) 32744 Btuh Req. total capacity at 0.75 SHR 3.1 ton Cooling Equipment Summary Make Lennox Trade MERIT Cond 14HPX-036-230-19 Coil CBA27UHE-036-230`++TDR AHRI ref 10258589 Efficiency 12.5 EER, 15 SEER Sensible cooling 25650 Btuh Latent cooling 8550 Btuh Total cooling 34200 Btuh Actual air flow 1160 cfm Air flow factor 0.041 cfm/Btuh Static pressure 0.30 in H2O Load sensible heat ratio 0.86 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed wrightsoft" 2018-Mar-16 08 39 14 R'ght-Suile4 Universal 2018 18 0.10 RSIJ24011 Page t 14GCA ThornbrookMnrcoGL EA_o12821 hornbrookMarcoGLE rup Calc = MJ8 Rouse faces- E DEL AIR Right-JO Worksheet AIR COMMUNINIG 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: Lot282Thorn brookMarcoG LE Date: 6/4/2014 By: BENTLEY 1 Room name Entire House MASTER SUITE 2 Exposed wall 152.5 It 27.5 It 3 Room height 9.3 it 9.3 It heat/cool 4 Room dimensions 14.5 x 13.0 It 5 Room area 1592.0 ft2 188.5 W Ty Construction U-value Or HTM Area (fti) Load Area (It2) Load number Bluh/ft' °F) Btuh/It2) or perimeter (ft) Btuh) or perimeter (it) Btt1h) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 13A-2ocs 0,201 n 5.69 4.35 578 473 2690 2058 0 0 0 0 2A-2ov 0.340 n 9.62 10.58 78 0 748 822 0 0 0 0 2A-2ov 0.340 n 9.62 10.58 28 0 268 294 0 0 0 0 13A-2ocs 0.201 e 5.69 4.35 103 75 425 325 0 0 0 0 11 ppD 26-2Iv 0.340 e 9.62 10.58 4 8 38 42 0 0 0 0 11 D0 0.390 e 11.04 11.99 24 24 265 288 0 0 0 011 13A•2ocs 0.201 s 5.69 4.35 462 410 2332 1784 121 121 690 528 2A-2ov 0.340 s 9.62 10.58 7 14 67 73 0 0 0 0 2A-2ov 0.340 s 9.62 10.58 39 78 374 411 0 0 0 0 2B-2fv _ 0.340 s 9.62 10.58 6 12 58 63 0 0 0 0 13A-2ocs 0.201 w 5.69 4.35 280 135 767 SIM 135 77 438 335 2A-2omd 0.580 w 16.41 18.40 48 80 788 883 0 0 0 0 2A-2ov 0.340 w 9.62 28.98 58 8 561 1689 58 4 561 1689 2A-2ov 0.340 w 9.62 10.58 39 78 374 411 0 0 0 0 R L-D 120-0sw 0.091 2.58 1.44 283 265 683 382 0 0 0 0 11 DO 0.390 n 11.04 11.99 18 18 197 214 0 0 0 0 C 166-38ad 0.026 0.74 1.41 1592 1592 1171 2246 189 189 139 266 F 22A-tpl 0.989 27.99 0.00 1592 153 4268 0 189 28 770 0 6 c) AED excursion 2662 991 Envelope loss.rgain 16073 15235 2597 3809 12 a) Infiltration 2918 950 526 171 b) Room ventilation 0 0 0 0 13 Internal gains: occupants a 230 5 1150 1 230 Appliances/other 1800 0 Subtotal (lines 6 to 13) 18991 19135 3123 4210 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 18991 19135 3123 4210 15 Duct loads 31 % 48% 5884 9166 31% 48°! 968 2017 Total room load 24875 28301 4091 6227 Air required (cfm) 1160 1160 191 255 Calculations aparoved by ACCA to meet all requirements of Manual J 8th Ed wrigt.tsoflt 2018-Mar-16 06 39 14 Right -Suited Unwersal 2018 18-0.10 RSU24011 Page 1 ThornbrookMarcoGLEiI_o(282ThornbrookMarcoGLE.rup Caic - MJ8 House faces. E DEL --AIR Right-JO Worksheet IMATMU AMCQMUIIIUMMU 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: Lot282ThornbrookMarcoG L E Date: 6/4/2014 By: BENTLEY 1 Room name FAMILY RM MASTER BATH 2 Exposed wall 29.5 1t 10.0 It 3 Room height 9.3 It heaticool 9.3 It heat/cool 4 Room dimensions 15.5 x 14.0 It 9.5 x 10.0 It 5 Room area 21T0 W' 95.0 Ih Ty Construction U-value Or HTM Area (it') Load Area (w) Load number Bluh/Itl-°F) Btuh/t12) or perimeter (it) Btuh) or perimeter (tt) Bfuh) Heat Cool Gross N/P/S Heat Cool Gross N/P?S Heat Cool 6 13A-2ocs 0.201 n 5.69 4.35 131 111 633 484 0 0 0 0T2A-2ov 0,340 n 9,62 10,58 19 0 187 206 0 0 0 011G 2A-2ov 0,340 n 9.62 10,58 0 0 0 0 0 0 0 0 VW 13A-2ocs 0.201 e 5.69 4.35 0 0 0 0 0 0 0 0 11 I_--,- 2B-2Iv 0.340 e 9.62 10.58 0 0 0 0 0 0 0 0 i D 11DO 0.390 e 11,04 11.99 0 0 0 0 0 0 0 0 13A-2ocs 0.201 s 5.69 4.35 0 0 0 0 93 86 491 376 2A-2ov 0,340 s 9.62 10.58 0 0 0 0 7 7 67 73 2A-2ov 0.340 s 9.62 10,58 0 0 0 0 0 0 0 0 26-2Iv 0.340 s 9.62 10.58 0 0 0 0: 0 0 0 0 vt/ 13A-2ocs 0.201 w 5.69 4,35 145 58 329 251 0 0 0 0 2A-2omd 0.580 W 16.41 18.40 48 40 788 883 0 0 0 0 2A-2ov 0.340 w 9.62 28.98 0 0 0 0 0 0 0 0 2A 2ov 0.340 w 9.62 10.58 39 39 374 411 0 0 0 0 P 12C-Qsw 0.091 2.58 1.44 0 0 0 0 0. 0 0 0 HD0 0.390 n 11.04 11,99 0 0 0 0_ 0 0 0 0 C 166-38ad 0.026 0.74 1.41 217 217 160 306 95 95 70 134 F 22A-tpl 0,989 27.99 0.00 217 30 826. 0 95 10 280 0 6 c) AED excursion 1903 17 Envelope loss/gain 3295 4444 908 567 12 a) Infiltration 565 184 191 62 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 3 690 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 3860 5318 1099 629 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 3860 5318 1099 629 15 Duct loads 1 31 % 48% 1196 2547 31 % 48%1 341 301 Total roam load 5055 7865 1440 930 Air required (cfm) 236 322 67 38 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. rh wrigFatsoft^' 2018- Mar- 16 08 39:14 A Right-SuiteQt Universal 2018 18.0.10 RSU24011 Page 2 ThornbrookMarcoGLELot282I hornbrookME arcoGLrup Calc = MJ8 House faces E IDEL--AIR Right-JO Worksheet r p."M`0'17MM 8 Entire House DEL - AIR HEATING & AIR CONDITIONING 531CODISCOWAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web WWW DEL-AIR.COM Job: Lot282Thorn brookMarcoG LE Date: 6/4/2014 By: BENTLEY 1 Room name MASTER WIC BED 2 2 Exposed wall 0 It 10.5 It 3 Room height 9.3 If heal/cool 9.3 It heat/cool 4 Room dimensions 5.0 x 10.0 It 13.5 x 10.5 It 5 Room area 50.0 It2 141.8 W Ty Construction U-value Or HTM Area (ft2) Load Area (It2) Load number Btuh/ft?°F) Btuh/flx) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 0.201 n 5.69 4.35 0 0 0 0 0 0 0 0 T13A- 2ocs 2A- 2ov 0.340 n U2 10,58 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 13A- 2ocs 0.201 e 5.69 4.35 0 0 0 0 0_ 0 0 0 11 I-G 2B-2Iv 0.340 e 9.62 10,58 0 0 0 0 0 0 0 0 D 11 DO 0.390 e 11,04 11.99 0 0 0 0 0 0 0 0 13A- 2ocs 0.201 s 5.69 4.35 0 0 0 0 98 79 447 342 2A- 2ov 0.340 s 9.62 10.58 0 0 0 0 0 0 0 0 2A- 2ov 0.340 s 9.62 10.58 0 0 0 0 19 19 187 206 2B- 2(v 0.340 s: 9.62 10.58 0 0 0 0 0 0 0 0 W 13A-2ocs 2A- 2omd 0. 201 0. 580 w w 5. 69 16, 41 4. 35 18. 40 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 t--G C 2A- 2ov 0.340 w 9.62 28.98 0 0 0 0 0 0 0 0 2A- 2ov 0.340 w 9.62 10.58 0 0 0 0 0 0 0 0 P L D 12C- Osw . 0.091 2.58 1.44 0 0 0 0 0 0 0. 0 11DO 0.390 n 11,04 11.99 0 0 0 0 0: 0 0 0 C 166-38ad 0.026 0.74 1.41 50 50 37 71 142 142 104 200 F 22A-tpl 0.989 2T99 0.00 50 0 0 0 142 11 294 0 6 c) AED excursion 2 11 Envelope loss/gain 37 69 1032 736 12 a) Infiltration 0 0 201 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) 37 69 1233 802 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 37 69 1233 802 15 Duct loads 31 % 48%1 11 33 31 % 48%1 3821 384 Total room load 48 102 1615 1186 Air required (cfm) 2 4 75 49 Calculations aDDroved by ACCA to meet all requirements of Manual J 8th Ed 4-- wrGghtsof>c 2018-Mar-16 08 39 14 Righl- SuileQ Universal 2018 18 0 10 RSU24011 Page 3 ThombrookMarcoGLE, l-ot282Thor,lbrookMarcoGLE. up Calc = MJ8 Rouse laces. E PDEL-AIR Right-JO Worksheet WATOM AM CONUHNI46 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: Lot282Thorn brookMarcoG L E Date: 6/4/2014 By: BENTLEY I Room name BATH 2 BED 3 2 Exposed wall 5.5 It 10.5 It 3 Room height 9.3 It heat/cool 9.3 It heat' cool 4 Room dimensions 13.5 x 5.5 If 13.5 x 10.5 It 5 Room area 74.3 It? 141.8 Q2 Ty Construction U-value Or HTM Area (fr) Load Area (ft2) Load number 2- BtulVft-F) 13 tuh/ft2) or perimeter (it) Btuh) or perimeter (ft) Bt 11) Heat Cool Gross N/P/S Beat Cool Gross N/P/S Heat Cool 6 0.201 n 5.69 4.35 0 0 0 0 0 0 0 0T13A-2ocs 2A-2ov 0.340 n 9,62 10,58 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 t:: 13A.2ocs 0.201 e 5.69 4.35 0 0 0 0 6 0 0 0 11 2B-2fv 0.340 e 9.62 10.58 0 0 0 0 0 0 0 0 IIDO 0.390 e 11.04 11.99 0 0 0 0 0 0 0 0 13A-2ocs 0,201 s 5.69 4.35 51 45 258 197 98 79 447 342 2A-2ov 0,340 s 9.62 10.58 0 0 0 0 0 0 0 0 2A-2ov 0.340 is 9,62 10.58 0 0 0 0 19 19 187 206 2B-2fv, 0,340 s 9.62 10,58 6 6 58 63 0 0 0 0 13A-2ocs 0,201 w 5.69 4.35 0 0 0 0 0 0 0 0 2A-2omd 0.580 w 16.41 18.40 0 0 0 0 0 0 0 0 2A-2ov 0.340 w 9.62 28.98 0 0 0 0 0 0 0 0 2A-2ov 0.340 w 9.62 10.58 0 0 0 0 0 0 0 0 R 12C-Os v; 0,091 2.58 1.44 0 0 0 0 IN 126 324 182 IIDO 0.390 n 11,04 11,99 0 0 0 0 0 0 0 0 C 166-38ad 0.026 0.74 1.41 74 74 55 105 142 142 104 200 F 22A-tpi 0.989 27,99 0.00 74 6 154 0 142 11 294 0 6 c) AED excursion 10, 16 Envelope loss/gain 524 355 1356 913 12 a) Infiltration 105 34 201 651 b) Room ventilation 0 0 0 01 13 Internal gains: Occupants @ 230 0 0 0 01 Appliances/other 0 0 Subtotal (lines 6 to 13) 629 389 1557 979 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 629 389 1557 979 15 Duct loads 1 31%1 48%1 195 187 31% 48%1 4821 4691 Total room load 824, 5761 2040 1448 Air required (cfm) 38 24 951 59 Calculations awroved by ACCA to meet all requirements of Manual J 8th Ed I- 2018-Mar- 16 08 39 14 Z-K , ". ' ' ' Right-Suil0t, Oniversal 2018 18 0 10 RSU24011 Page 4 rhorribrookMarcoGLE,t-ol282ThortibrookM,,ircoGLE rup Galc MJ8 House faces E DEL --AIR Right-JO Worksheet MATH-A`COM11"181111*1 Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax 407-333-3853 Web WWW.DEL-AIR COM Job: Lot282ThornbrookMarcoGLE Date: 6/4/2014 By: BENTLEY 1 Room name KITCHEN DINING/LIVING 2 Exposed wall 14.0 It 32.5 It 3 Room height 9.3 It heat/cool 9.3 It heat/cool 4 Room dimensions 1.0 x 222.0 It 1.0 x 419.8 h 5 Room area 222.0 ft2 419.8 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ft2-°F) Btuhlit2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 V 0.201 n 5.69 4.35 131 103 585 447 257 198 1128 863G13A-2ocs 2A-2ov 0.340 n 9.62 10.58 0 0 0 0 58 0 561 617 2A-2ov 0.340 n 9.62 10,58 28 0 268 294 0 0 0 0 y1 13A-2ocs 0.201 e 5.69 4,35 0 0 0 0 47 23 129 99 11 2B-2fv 0.340 e 9.62 10.58 0 0 0 0 0 0 0 0 1100 0.390 e_ 11.04 11.99 0 0 0 0 24 24 265 288 h13A- 2ocs 0.201 s 5.69 4.35 0 0 0 0 0 0 0 0 2A-2ov 0.340 s 9.62 10,58 0 0 0 0 0 0 0 0 2A-2ov 0,340 s 9.62 10,58 0 0 0 0 0 0 0 0 2B-2fv _ 0340 si 9.62 10.58 0 0 0 0 0 0 0 0 13A-2ocs 0.201 w 5.69 4.35 0 0 0 0 0 0 0 0 2A-2omd 0,580 w 16.41 18.40 0 0 0 0 0 0 0 0 2A-2ov 0.340 w 9.62 28.98 0 0 0 0 0 0 0 0 2A-2ov 0.340 w 9.62 10.58 0 0 0 0 0 0 0 0 P - L-D 12C-Osw 0.091 2,58 1,44 O 0 0 0 92 92 236 132 11D0 0,390 n 11,04 M99 0 0 0 0 0 0 0 0 C 166-38ad 0.026 0.74 1.41 222 222 163 313 420 420 309 592 F 22A-tpI 0.989. 27.99 0.00 222 14 392 0 420 33 910 0 6 c) AED excursion 60 78 Envelope loss/gain 1408 995 3537 2513 12 a) InhItratton 268 87 622 202 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 1 230 Appliances/other 1200 0 Subtotal (lines 6 to 13) 1676 2282 4159 2945 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1676 2282 4159 2945 15 Duct loads 31 % 48 % 519 1093 31 % 48 % 1289 1411 Total room load 2195 3375 5448 4356 Air required (c(m) 102 138 254 179 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri01"11`oi^ 2018-Mar 1608:39:14 ACP '•` f-`-" Right -Suited Universal 2018 18.0.10 RSU24011 Page 5 ThornorookMarcoGI-E,L01282ThornbrookMarcoGLE rup Calc = MJ8 House faces E QDEL--AIR Right-JO Worksheet EATM , AM CON"UNIN Entire House DEL -AIR HEATING & AIR CONDITIONING 531 GODISCO WAY. SANFORD, FL 32771 Phone 407-333-2665 Fax 407-333-3853 Web WWW.DEL-AIR COM Job: Lot282Th orn broo kMarcoG L E Date: 6/4/2014 By: BENTLEY I Room name UTILITY 2 Exposed wall 125 It 3 Room height 9,3 It heat/cool 4 Room dimensions 6.0 x 7.0 It 5 Room area 42.0 R1 Ty Construction LI-value Or HTM Area (IJ2) Load Area Load number BtutVft2-'F) Btuh/(tl) or perimeter (it) Btuh) or perimeter Heat Cool Cross N/Plis Heat Cool Gross N/P/S Heat Cool 6 VL213A-2ocs 0.201 n 5.69 4.35 61 61 345 264 2A-2ov 0.340 n 9,62 10.58 0 0 0 0 2A-2ov 0.340 n 9.62 10.58 0 0 0 0 V 13A-2ocs 0.201 e 5.69 4.35 56 52 296 226 11 2B-21v 0.340 e 9.62 10.58 4 4 38 42 11DO 0.390 e 11.04 11.99 0 0 0 0Ei 13A-2ocs 0.201 s 5,69 4.35 0 0 0 0 2A-2ov 0.340 s 9.62 10.58 0 0 0 0 2A-2ov 0.340 s 9.62 10.58 0 0 0 0 28-2fv 0.340 s 9.62 10.58 0 0 0 0 13A-2ocs 0.201 w 5.69 4.35 0 0 0 0 2A-2omd 0.580 w 16.41 18.40 0 0 0 0 2A-2ov 0.340 w 9.62 28.98 0 0 0 0 2ov. 0.340 w 9.62 10.58 0 0 0 0 R L--D 21A 12C-Osw 6.001 2.58 1.44 65 47 122 68 LIDO, , 1 0,390 n 11,04 11.99 18 18 197 214 C 166-38ad 0.026 0.74 1.41 42 42 31 59 F 22A'-tP1 0.989 27,99 0.00 42 13 350 0 6 c) AED excursion 40 Envelope loss/gain 1379 835 12 a) Infiltration 239 78 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 01 0 Appliances/other 600 Subtotal (lines 6 to 13) 1618 1512 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 1618 1512 15 Duct leads 31% 48% 501 725 Total roam load 2120 2237 Air required {clm) 991 921 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. tj-k- 2018- Mar- 16 08 39 14 Righl-Sui(09 Universal 2018 18 0 10 RSLJ24011 Page 6 T horn brook M arcoGLE, Lot 282T hornbrook Ma rc oGL E rup Calc = MJ8 House laces E Duct System Summary mUTm 'muC61401IT1011010 Entire House DEL -AIR HEATING & AIR CONDITIONING 5a000/SuoWAY, SAwpoRo,pLo27,/Phone: 407-333u665 n"^07oo-3om Web. wwwn*L-mnnow For: Taylor Morrison FL Job: Lot2uuTxomumnxManm— Date: 6/4/20* By: BENTLEY Heating Cooling External static pressure 0.30 in H2O 0.30 in H20 Preoaurekmoes 0.88 inH2O 0.06 inH2O Available static pressure 0.24 in H20 0.24 in H2O Supply/ return available pressure 0120/ 0.120 in H2O 0.120/ 0.120 in H2O Lowest friction rate 0183 in/ 1OOh 0.163 in/100h Actual air flow 1160 ofm 1180 ofm Name Design Btuh) Htg Cfm) Cig Cf M) Design FR Diam in) H x W in) Duct Matl Actual Ln ( ft) Ftg. Eqv Ln ( ft) Trunk Name Name Type Cfm) Cf m) F R f pm) in) in) Material Trunk 2018-w=160839, 5 nmw-owemu".mw/ mmmvwpsv24m' Page p c°lc - wm x"LIS"*"es. s Name Grille Size (in) Htg cf m) CIg cfm) TEL f t) Design IF R Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Mall Trunk rbl Ox 0 1160 1160 0 0 0 0 Ox 0 VlFx wrightsoft- 2018-Mar- 16 08 39 15 Right-SuileO Universal 2018 18 0.10 RSU24011 Page 2 eCCK ThornbrookMarco(A-E Lo[2821 hornbrookMafcoGLE rup Calc = MJ8 HOLISe faces E 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot282ThornbrookMarcoGLE Builder Name: Taylor Morrison Street: Permit Office: City, State, Zip: FL , Permit Number: Owner: Jurisdiction: 691500 Design Location: FL, Orlando COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/door jambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spac as. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed Fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover olates and walls or ceil nos, a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 3/16/2018 8:37 AM EnergyGauge r, 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: 0 This checklist 0 A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, e-ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst -case orientation, name and version of the compliance software tool, name of individual completing the compliance report (one page) and an input summary checklist that can be used for field verification (usually four pages/may be greater). 0 Energy Performance Level (EPL) Display Card (one page) 0 HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7 0 Mandatory Requirements (five pages) Required prior to CO for the Performance Method: 11 Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) 0 A completed Envelope Leakage Test Report (usually one page) 0 If Form R405 duct leakage type indicates anything other than "default leakage", then a completed Form R405 Duct Leakage Test Report (usually one page) 3/16/2018 8:36:49 AM EnergyGauge®R - USRCSB v6.0 Page 1 of 1 FORM R405-2017 Envelope Leakage Test Report Performance FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Performance Method Project Name: Lot282ThornbrookMarcoGLE Builder Name: Taylor Morrison Street: Permit Office: City, State, Zip: FL, Permit Number: Design Location: FL, Orlando Jurisdiction: 691500 Cond. Floor Area:: 1589 sq.ft. Cond. Volume: 14778 cu ft. Envelope Leakage Test Results Regression Data: C: n: R: Single or Multi Point Test Data HOUSE PRESSURE 1 Pa 2 3 4 5 6 Pa Pa Pa Pa Pa Leakage Characteristics Required ACH(50) from FLOW: FORM R405-2017 : cfm cfm Tested ACH(50) cfm Tested leakage must be less than or equal to the cfm required ACH(50) shown on Form R405-2017 for cfm this building. If the tested ACH(50) is less than 3 the building must have a mechanical ventilation cfm system. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2 ... Testing shall be conducted with a blower door at a pressure of 02 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures, 3. Interior doors, if installed at the time of the test, shall be open, 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed, 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. SIGNATURE: PRINTED NAME: LTi1:9 Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: 3/16/2018 8:37 AM EnergyGaugeO USA - FlaRes2017 - Section R405.4 1 Compliant Software Page 1 of 1 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: Permit Number: FL, MANDATORY REQUIREMENTS See individual code sections for full details. SECTION R401 GENERAL R401.3 Energy Performance Level (EPL) display card (Mandatory).The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. R402.4,1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 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 R402A,1,1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3. Interior doors, if installed at the time of the test, shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems, if installed at the time of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the test, shall be fully open. R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with ILL 127, the doors shall be tested and listed for the fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907, R402.4.3 Fenestration air IeakagdNindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 L/s/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 L/s/m2), when tested according to NFRC 400 or AAMA/ WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. 3/16/2018 8:37 AM EnergyGauge« USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2, where the walls, Floors and ceilings shall rneet not less than the basement wall R-value requirement. The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential. R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0,944 L/s) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SECTION R403 SYSTEMS R403.1 Controls. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or 7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes, to be "substantially leak free" in accordance with Section R403.3.3. R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. 2. Postconstruction lest: 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 lest shall be signed by the party conducting the lest and provided to the code official. R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41°C) or below 55°F (13°C) shall be insulated to a minimum of R-3. R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory)Heated water circulation systems shall be in accordance with Section R403.5.1 1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 3/16/2018 8:37 AM EnergyGaugeO USA - FlaRes2017 - FBC 6th Edition (2017) Complian Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3'12 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 (38QC 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 minimurn 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 3/16/2018 8 37 AM EnergyGauge l< USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1. R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7.1. R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F (10°C), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F (4.8°C). R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required. R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 3/16/2018 8:37 AM EnergyGaugeC0 USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 4 of 5 R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heal pumps are not required to meet this standard. R403.11 Portable spas (Mandatofte energy consumption of electric -powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps. Exception: Low -voltage lighting. R404.1.1 Lighting equipment (Mandatory)Fuel gas lighting systems shall not have continuously burning pilot lights. 3/16/2018 8:37 AM EnergyGauge<7 USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of 5 42X42 A/C SCAB 0 LANAI BY 3LDR M'N by V, 2' FROM WALL 00 SE 16.16 ragM A OWNER'S SUITE j GATHERING ROOM NICHE KITCHEN WALL Z. B X 1o.6 ctl 4-- P KITCHEN 14' 14x8 lwctl 14C M. &M-1 CA_qIAL I q 10 BEDROOM 2 Lo M < IL 3' bckt) d,4__t zR c 7-- to roof cap 0 N CO CO RINING ROOMN4tone >96RNB Lu Lu 19 CALI. TOP 0L a', CU 9Ar12 j2x6 1wcd 0-1:(-) 0j 7' 1 4' 0 D ti FLEX 4) SR 21 _. 04* 10.6 1-il 91 LU C 12.6 1.cd ATTIC ACCESS BEDROOM1— DETAIL Ul co TYPICAL MASONRY A WINDOW SCHEDULE Or - WINDOW WIDTHS r-_7;1.G LEGEND O CIO' ' Z 2 CAR GARAGE LIZ PORO, 00 rri----- a_ _j 01 K Iq„yxvr ancL li 7 Wu P_>Ksr,u j .rc 1,568 cn oL 14, N0_ 71[ TG BUILDERMUS, PRUVT=3A L I !NCH DERCU BE 34 DODRS TC HAB17ABLr R EMS uj z 5 r.-f- tied 1,i -Pt'.-. z Lu 77. 'th Flori R-6e,t,oA BAofirg Ccii-M16D2A _j < cl) F- < mi, st hole c ea ... cl o I inches .,ohci the air handler P WE-FA Energy code. AU duct r- nn -6 nsulotIci, velue. m a_ J cn 0 C) MAIN FLOOR PLAN NOT DESCRIPTION AS FURNISHED: Lot 282, THORNBROOKE -PHASE 4, as recorded in Plot Book 81, Pages 70 thru 71, Public Records of Seminole County, Florida. I, (ILOT PLAN FOR/CERTIFIED TO LOT 312 LOT 283 5.00' ff LO 5.00 Taylor Morrison of Florida, Inc. LOT 313 N 00014'55" W 40.00' LOT 314 7"' fj,4 ft 3 5'X3 5, 'r, 16.0' i Ok to construct single family home AC 6 LANAI (6 5.00' with setbacks and impervious area 30.01 shown on plan. 5so/. LOT 282 Marc() / GIL PROPOSED RESIDENCE MODEL: MARCO ELEV - (INCLUDED) 2 CAR GARAGE LEFT LOT 2816C'4 14 03 ENTRY 4,3' 5.00 5.7' 10.0, 5.00' 20.0' D6 ; WALK DRIVE 25.20' 45.20' 10' UTIL ESMT 5' CONC. WALK N 00414 5" W R 0 CKY GR 0 VE 50' R/W N. t PC N 00*1455 " W 234.30' DRAIN INLET AS SCALED FROM DRAINAGE PLANS LANE LOT 4,800 SQ-F I LIVING 1,589 SO F! GARAGE 399 SO1`7, ENTRY 78 SO, F'7 LANAI 107 30, F7 BREEZEWAY- NIA SQ'FT DRIVEWAY 403 SO. FT. A/C PAD 12 SQ.F7. WALKWAY 52 SQ, FT IMPERVIOUS - 55.0 9 21640 50 FT Cnn 2 irn SO FT RIW = 440 SO, I, V APRON = 114 so FT PROPOSED = FINISHED SPOT GRADE ELEVATION BUILDING SETBACKS: PLOT PLAN ONLY*- SIDEWALK - 200 SQ.FV PER DRAINAGE PLANS Soo = 126 SO, FT. PROPOSED DRAINAGE FLOW FRONT 25' NOT A SURVEY) LOT GRADING TYPE A REAR 15' PROPOSED INFORMA17ON SHOWN AREA = 5,240 SQ.FI. 24.0' PROPOSED F.F. PER PLANS = , SIDE 5 0' BASED ON SUPPLIED PLAN DRIVEWAY - 517 SO.F7, SIDE CORNER - 10' PER SIDEWALK 2;52 SQf17t;' PROPOSED CRAVE PER CONSTRUCTION 01Nj' 3TRUCVONS FIELD VERIFIED) SOD ,286 Saf-T... USEWYEKER —SCOTT ASSOC., INC.— LAND SURVT1,YO1?oS" Lk GLND - LEGEND - 5400 E. COLONIAL OR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)--658-1436 PLAT PIU- • POINT ON LINE NOTES. F FIELD TYR • TYPICAL I r' IRON PIPE PRIc, • POINT OF REVERSE CURVATURE 1. THE UNDERSIGNED DOES HEREBY CERTIFY TWIT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF I.R.RON ROD P.C.C. PONT OF COWOUND CURVATURE PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5,1-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECT70N 472027, FLORIDA STATUES c_m. CONCRETE HONUHEHT RAIL RADIAL 2 UNLESS EMBOSSED WON SURVEYOR'S SIDAMTURE AND ORIGINAL RAISED SEAL, THIS SURVEY MAP OR COPIES ARE NOT VALID. Fj (9, 1/2' 1,R. /NLI 4596 NA NON -RADIAL MA OTHER R N3, THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR. THERE Y BE me &SIRICIR) S RIX, RECOVERED w WITNESS POINT P.Q.R. POINT OF BEGINNING CALC CALCULATED OR EASEMENTS THAT AFFECT THIS PROPERTY. 4 NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERMSE' SHOWN. RX • RCFERrNCE MONUMENTPERMANENTPOINTOFCOMMENCEMENTPFF. F4, CENTERLINE FINIS FLOOR 5' THIS SURVEY IS PREPARED FOR THE SOLI BENEFIT Of THOSE CERTIFIED TO AND SHOULD NOT BE RCUED UPON BY ANY DINER ENTITYCELEVATInHN&D NAIL, & DISK BUILDING SETBACK LINE 0, DIMENSIONS SHOWN FOR THE LOCATION or IMPROVEMENTS HEREON 94oUto NOT BE USED To RECONSTRUCT BOUNDARY umfs. RA DUC BENCHMARKIGHT-ar-WAY B.B. BASE BEARINGTrONAL o AS EAR7BEARINGSAREBASEDASSUMEDDATUMANDONTHELINESHOWNASBASE8 (NO (9 8,) c's"r. EASEMENT 8 ELEVATIONS. IF SHOWN. ARE WED ON NA GEODETIC DATUM OF 1929, UNLESS OTHERWISE NOTED. e" DRAINAGE W h, • UTILITY R. CERTIFICATE OF AUTHORIZA17ON Na.4590. CL,FC, CHAIN LINK FENCE V11WC WOOD FENCE 20 DRAWN BY. CONCRETE DLQC' POINT OF CURVATURE POINT OF TANGENCY @ CERTIFIED BY: SCALE k DATE Wo IR cc DESCRIPTION RADIUS PLOT PLAN 03-15-18 1502-18 ARCL NGTH DELTA CHORDR CHORD BEARING RTH NOTHIS BUILDING/PROPERTY DOES.NOT I LIE WITHIN AA - E ESTABLISHED 100 YEAR FLOOD PLANE AS PER 'FIRM' TOM X. GRIUSENAM 'E . R.L.S. 1 4714 ZONE MAP I 12117C 0065 F jAmEs W.scorr,R. S 1 4807 STATE CERT.LIC EC13003715 ELECTRICAL SERVICES, INC. HOLDER: JOSEPH STRADA 3400 St Johns Pkwy NEC 2011 /FBC 107 SANFORD. FL 877-906-1113 STRADAN ELECTRIC- SECURITY ELECTRICAL LOAD CALCULATIONS UPDATED 5-8-2012 MODEL MARCO BUILDER TAYLOR MORRISON SUBDIVISON VOLT/AMPS LARGEST LOAD: HEAT PUMPS W/SUPPLEMENTAL HEAT 8290 Includes Heat Pump and Heat Strips on together @100%. Square feet living area 15881 3 volt/amps 4764 Small Appliance Circuits 3 4500 Laundry Circuit 1 1500 Dishwasher 1 1500 Water Heater 1 4500 Range 1 8000 Oven 0 Cooklop 0 Microwave 1 1100 Dryer 1 5000 Disposal 1 500 Pool 0 mist mist TOTAL OTHER LOAD 31364 FIRST 10KVAgI00% 10,000 REMAINDER g 40% 8546 LARGESTLOAD 8290 TOTAL LOAD 26 836 V.A./ 240VOLTS= 1 112 SIZE RECOMMENDED 1 150 MINIMUM PER 150 SERVICE SIZE: NEC 2 2.5 3 3.5 41 51 4032 10000 6500 5040 10000 6500 5280 10000 6500 6168 8000 5200 1 6888 8000 5200 1 8160 10000 6500 10 K1,'J SETUP TON OTY KW 1.5 2990 5000 3250 0 2 4032 5000 3250 0 2.5 1 5040 5000 3250 8290 3 5280 5000 3250 0 3.5 6168 5000 3250 0 4 6888 5000 3250 0 5. 5 KW SETUP 8160 5000 3250 0 8290 Ltw Note This Load Calc is base on the information provided by the builder. The recommended service size will be installed leaving sufficient usage for future homeowner. ENGINEERING PACKAGE Builder: TAYLOR MORRISON HOMES Project: 9A6/9A7 THORN13ROOK Model/Building: 158SE Lot Alt: 02 D Lot: 282 Block: Unit: Address: JobNumber: N333706 Revision Date: New Load #: RD01 CARPENTER CONTRACTORS OF AMERICA, INC 3900 AVENUE G. N.W. WINTER HAVEN, FLORIDA 33880 PH (800) 959-8806 FAX (941) 294-7934 AR36) STRONGBACK BRIDGING GUIDELINES FOR ROOF TRJSSES MSS DwG PREPARED FROM C;MPJTER iNPU? {LOADS 6 DIMENSIONS) SUBMITTED ar TRUSS MFR. Strongback Bridging Guidelines for Roof Trusses Stre.r,aback bridging for roof trusses IS not a requirement of ANSI"TPI 1.2CC2 but it IS a strongly recommended guideline by Cdrperlter Contractors of America. It serves the fo llowing two functions; 1) Bridging aligns the bottom chords after they are set so they are niform. along the ceiling 'ine. This, in t,rr ^elps minimize wavy ceilings' after the inSt"" ation of drywall. 2) Bridging r,e'ps `planing out' the transitional or relative deflection of adjacent trusses due to an offset i- Soans. In either case, Strongback bridging should not be attached to adjacent trusses that need to be jacked into place more than ? 1 inc Strongback bridging in roof trusses does not serve as temporary or perTanent a^acing and is nct intended to help distribute or share design. loads between trusses. Consequently, no design loads have been accounted for with this detail and continuous strongback bridcir,g should not be attached between common and girder trusses that have more than 3,4inch differential deflection. STRCNGBACtS SHOCLv BE ATTACHED TO WALLS A7 THEIR 0 TER ENDS OR RESTRAINED BY '•. HER MEANS. STRONGBACkS SHALL Sc A MININMUM OF 2X6, AND SHA U_ BE ATTACHED WITH A. MINIMUM ,,^,F THREE 15d :OMMGN OR (3', 0.131 ? 3' GGN NA,1LS TO A 2X4 VERTICAL WEB MEMBER The graphic shown on this detail is for generic illustrative purposes only. The exact location of strongback br,dgi g will be specified by Carpenter Contractors of America. The use of strongback bridging shall in no way interfere with any other design considerations specified by the Engineer of Record or Building Designer. The nailing requirements shown are consistent with ANSI/TPi 1 2002 for strongback bridging. N. T.S -Not To Scale) _ 5Gs0o 9ecBp®etSldsDet8 38 6 688RERA1 i Design Crit: TP1-2002(STD)JFBC PLT TYP, Wave Cc/RT=I.GD 3.25 t70E4 7.32.II E fix DesignFL -/ I/ iE l vAxN N TXA$E3 pta....E Ep L.E t pF ;N apl :aN. NANo11N4. s i?a7w. 1.NSTA- 1% I appctxs. TC LL PSF REF R083 - 48357 AEGfRTDa52 {4 4 N4 wpP1.f UEF ip 4p 3 FUa-SSNEo 6, T F TR'SS f 7ST iTV,'E, ESb ,\ HART E[ 5 Ct T. S F 3SS ALE MARS Y 113 a SCA ,vpaD ?R JSS a' tt' A Spat 53C0 ( ( p ( +, 353ti ) pCR SA f 1 C :.E3 9pS0A TD a{p, DA $ 6 NES( F i1— G ( 1 TC DL PSF DATE 07 (28 /09 tTM.4R SS[ i SEATEII i0G p S 1 4 ?p 9. •Rti ArA< a STp: III FAN£l3 AND HTTOi —NO S 11 NN• E C 1 0 / t FAOpiS t. t EP A36 D C 4. a.. •••,-••; ti fMSF•:+i BC DL PSF DRW hcusaoBi 09209398 I M POR I ANT uR s F1 D i5 D— T{ 1 i — c o.. 1 E<t 7 s _L ALPINE a-c pts?o sis £ D a{ a» s D4v a a E A3s x 0 4E NS=N '.' No.6?21s ': BC LL PSF HC-ENG DR/DR 1 DR aptC 1 a' 3 4 3' 3 4 ! S L a s t 4 TR 33"S f IF t Aste P 9Y15 9NS 0 4S U SDNA D£3/4N 3a{., a fa ) ND ITN Bit D * # * • I TOT T . L. D . P S F AR 3 6 .oNNE^T R t 'EA RE of 1 p( 84 (' N i5Al"153 DE D 6C ii) STEE-. F. + 1 1 t/ I, A' S E t fat[ OF .R SS NL fS3 U' F SE f 4a 13 DES 3 TSCN (p ap 3 SS 1VJ -t. .q STATE of , _ lT4r' Bulldto Co nena Orou Mr. • { " Dp Es o o.Ea ¢ SNA E p NN£ m - 1-01 S4t.3. 5( L c Nis 9''• p1 UP F x C M 9mPoPORAYSN4oFTES <E } {f D UtESSioNA f 5 NccA2 N4 [5 OMS a1:t£ 1D E i ECR THE USS C?4 9. Ex' .''.C±Qj Y.•' DU{1 i rtG FROM DES 4N SN, N NF SU T 97 "t iq USE IF TXZS COYDDNENT ERA AN $U D:N4 iS Ted pEiK N-F82 r'Y 01 TFE — HaiaesCity. FL 33844 amta3NcaEsltx£pa£aANn1.F;i5t..1 uul fOfYAI- SPACING JREF 3TTQG81_Z38 FL COA 80 278 ee P SIMPSON HUMUCINURIL Hangers StroIgIr-Tie re neavy duty face mount foist hangers made from 14 gauge galvanized steel. yty4. The HUG is a concealed flange version of the HU. Concealed flange hangers have the header flanges turned in. HU is available with header flanges concealed, provided the W dimension is 2YW or grater, at 100% of the table load. Specify HUG. j F- HU is available with one header flange concealed when the W dimension is less than li concealed Ranges 2Y,s' at 100% of the table load. For allowable loads on HU products not listed in the table request technical bulletin T-HUHUCTTN (seepage 231 for details). MATERIAL: 14 gauge 1• FINISH: Galvanized, ZMAX, and stainless steel available INSTALLATION: - These hangers are attached to grouted CMU walls using''l:x2%^ hex head Simpson Strong -Tie® Titen® screws or for concrete walls using'/1x I % hex W f head Titen screws. Titen screws are not provided. I HU410 H Drill the Me diameter hole to the specified embedment depth plus'h'. I Alternatively, drill the Y,6" diameter hole to the specified embedment depth and blow it clean using compressed air. Caution: Oversized holes in the base material will reduce or eliminate the mechanical interlock of the threads with the base material and will reduce the I anchor's load capacity, The hangers should be installed such that a minimum end and edge distance of 1'h" is maintained. HUC410 Provide moisture barrier between beam and wall per jurisdictional requirements. CODES: See page 13 for Code Reference Key Chart. I These products are available with additional corrosion protection. Additional products on this page may also be available with this option, check with Simpson Strong -re for details. 11 Model Dimensions Fasteners Allowable Loads (DF/SPI 1a0• W H B CMU Concrete Joist Uplift CodeDown Rot 160) 100/115f125jHU261e3`/,e 2'/, 4-'/x2%Titen 4-''/,x1'/ Titen 2-10dx1'h 290 1545 HU28' 19 5'/. 2Y, 6'/x21;Titen 6 %x1 Titen 4-10dx1th 575 2400 HU210 Y. 7% 2'/4 8-Y,x2%Titen 8-'/,xlY4Titer 4-10dxI1h. 575 2400 4 31;8 5'/,0 21h 12-'/,x21; Titer 12-Y.xt Titer 6-10d 1085 3950 HU26 2 3'% 5% 2'h 12-'/,x21, Titen 12-'/x11: Titen 6-10d 1085 3950 HU48 3Ys 6'3ti. 2 4 14-'/.x2%Titen 14-Y,x19S Titen 6 tOd 1085 4350 170 HU28 2 3'h 7 2Fi 14-'/,X2b; Titer 14 %x13, Titer 6-10d 1085 4350 HU410 3Y8 Bit 2'h 18-Y,x21; Titer 18-Y.x1% Titer 10-10d 1810 5085 HU210-2 3% 8'i'ie 2F 18-%x2'/Titen 18-''/.xtl:Titen HSUR/L262 3/a 4'35s 10-10d 1810 05085 2'% 12-'/,x2%Titer 12''/.x13!Titer 4t6dx2% 8t5 26255 1. Uplift loads have been increased for wind or earthquake loading with no further increase is allowed. Reduce where other loads govem. 2, Minimum concrete strength f'c shall be 2500 psi. CMU shall have a minimum grout strength of 2500 psi with standard ASTM C90 units and type N or S mortar. 3. The HU28 can be ordered skewed 45° and achieve the same loads. 4, See page 159 for Titen screw information. Use stainless -steel Men' screws and products in exposed applications. Tabulated loads apply to stainless -steel applications. 5. Noted loads for the HSUR/L shall be 0.8 the table loads for concrete applications. 6. Table allowable loads were determined using tested lowest uhimate/3 or fastener calculation values. 7. NAILS: 16dx2'h = 0,162' dia. x 2%a' long, 10d = 0.148' dia, x 3' long, 10dxl V? = 0.148' dia. x 1 IN long. See page 22-23 for other nail sizes and information. eftlll!ll!1lM HU410 Installed on Masonry Block Sidewall HUC410 Installed on Masonry Block End Wall HSUR/L26-2 Installed on Masonry Block Sidewall 0 i Plated Tmss Connectors Alternate Allowable Loads (1/z" Maximum Hanger Gap) Model Min. Dimensions Fasteners DF/SP Allowable Loads SPF/HF, No Height W H e CarrNeelyingCarriedUpliftFloorSnowRootWIndUpliftFloor Member Member (160) (100) (115) (125) (160) (16' l ( too} SIMPSON StrongTie 71 diowable Loads Code Snow Root Wind Rol. 115) (125) (160) HTU26s HTU26 (Min} HTU26 (Max) HTU28 (Min) HTU28(Max) 3bi 1% 37h 1 5'F 1% 37h 1 e 7A 57/s 5 s 5'/s s 3% 3% 3% 3 h 20-16d 20-16d 20-t6d 26 16d 11-10_dxt'fz 14-10dx114 20-10dxtri 14-tOdxt i 670 1175 1215 1125 2735 2940 2940 3770 2735 3100 3340 3770 2735 3100 3600 3770 2735 31 00 3760 3770 575 1725 17 t010 1955 _19 1045 2370 23 970 2825 28 HTU210(Min) _ 1% 3% 7'/s 3% 26-16_d 26-10dxt'f 1920 3820 4340 4680 5015 1695_ 3285 37 HTU210(Max) 1Ye 9Y. 9'As Th 32 16d 14-10dx1'f 1250 3600 3600 3600 36_00 1075 2700 27 1% 9'/s 3'f 32 16d 32tOdxPk 3255 4705 502D 5020 5020 2800 3765 37 5 1725 1725 i5 1955 1955 0 2370 2370 17 5 2825 2825 L17, 10 3765 3765 F22 10 2700 2700 6 3765 3765 HTU2_6-2 (Min) 3% Ws 57A, 3% 20-16d 14-t6d 1515 _2940 3340 3500 HTU26 2 (Max) 5fz 3 s 5%a 3 4 20 t6d 20_ 191 1 2940 3340 3500_ 3500 1305 2205 2205 2205 2205 _ 35' 0 1645 2205 HTU28 2(Min) 3'h 3 s 7/s 3 4 26-16d 14-10d 1490 3820 3980 2_205 2205 2205 3980 1280 2985 2985 2985 _2985 17, 3980 HTU28 2(Max} 7Y, 3Ys T/s 3 4 26 i6d 26 tOd 3035 3820 4340 4680 HTU210 2(Min) 37/a i 9'tis 3% 32-16d 14-10d_ 1755 5555 2610 3285 3730 4025 4165 L1T F22425542554255 HTU210-2(Max) 9% 3_3;6 9Ys 3% 32-16d 32 tOd 3855 4705 5345 576010 4255 1510 3190 3190_ 3190 3190 6470 3315 4045 4595 4855 4855 See table footnotes on page 136. Gilderr HGUO hangers provide similar capacities as HGUS double shear hangers, but they use SimpsonStrong -Tie® Strong-Drivew SOS screws instead of nails for faster and easier installation. In addition, the 2V-1SDSscrewshelptransfertheloadbetweenthepliesofthesupportinggirderwhentheypenetrateallplies. 1• s MATERIAL: 12 gauge FINISH: Galvanized INSTALLATION: • Use all specified fasteners. See General Notes. Simpson Strong -Tie Strong -Drive SDS screws supplied. Not designed for welded or nailer applications. HGU028-2 • • H 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, T or 41h* screws may be substituted for the longer length screws with no load reduction, or a shim block may used as approved by the Designer. OPTIONS: These hangers cannot be modified. CODES: See page 13 for Code Reference Key Chart. W f 0M1«l w it C c a q Li u ,u mnu of earmquaKe roaatng with no further increase allowed. Reduce where other loads govern, 2. Wind (160) is a download rating. 5. SDS screws that penetrate all plies of the supporting girder (screws must penetrate a minimum of V into the last truss ply) may also be used to transfer the load through all 3. Truss chord cross -grain tension may limit allowable loads in accordance with ANSLTPI 1-2007, Simpson Strong -Tie" Connector Selector" Software includes the plies of the supporting girder. When SDS screws do not penetrate all plies of the supporting girder truss, supplemental SDS screws at the hanger locations may be required the evaluation of cross -grain tension in its hanger allowable toads for arldi6onal to transfer the load to the truss plies not penetrated by the face fasteners, as determined by the Designer. nformation, contact Simpson Strong tie 4. Simpson Strong -Tie Strong -Drive screws are permitted to be installed through 6. The supporting girder truss must have adequate thickness to accommodate the screw length, metal truss plates as approved by the Truss Designer, provided the requirements of ANSVrpi 1-2007 Sections 7.5.3.4 and 8.9.2 are met (pre -drilling required so that the screw does not protrude out the back of the girder. X or 4'W long SDS screwsmaybesubstitutedforthelongerSDSscrewswithnoloadreduction. 7. through the plate using a maximum of %a , bit). For installations to LSL, use the DFfSP table loads. 137 Plated Truss Connectors The HTU face mount truss hangers have nail patterns designed specifically for shallow heel heights, so that full allowable loads (with minimum nailing) apply to heel heights as low as 3r/s". Minimum and maximum nailing options provide solutions for varying heel heights and end conditions. Alternate allowable loads are provided for gaps between the end of the truss and the carrying member up to'/ max. to allow for greater construction tolerances (maximum gap for standard allowable loads is Ve' pet ASTM D1761 and D7147). MATERIAL: 16 gauge FINISH: Galvanized INSTALLATION: Use all specified fasteners. See General Notes. Can he 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: • See Hanger Options on pages 216-217 for skew options. CODES: See page 13 for Code Reference Key Chart. HTU26 r H end of truss and carrying member HTU Installation for Standard Allowable Loads For %' maximum gap, use Alternate Allowable loads.) r PSONafil fTie Installation Alternate Installation — HTU28 Installed on 2x6 carrying member HTU210 similar) Standard Allowable Loads (%" Maximum Hanger Gap) Min, Dimensions Fasteners DF/SP Allowable Loads SPF/HF Allowable Loads CodeModel --- - -- - _ No. Heel Carrying Cartied Up in floor Snow Root Wind Uplif Floor w Rooi Wind Ret. Height W H B Member] Member (160) (100) (115) (125) (160) (t6Q) (125) (16Q) SINGLE Zx SIZES HTU26 31h tsfe 5'/,e 3'/r 20-16d 11-10dxl% 730 2940 3045 3045 3045 630 1920 1920 1920 1920 HTU26 (Min} 3'/e 15/e 5'/,e 3Yi 20-16d 14-10dxl:4 1250 2940 3200 3200 3200 1075 2015 2015 2015 20i5 HTU26 (Max) 5'/, lye X. 3'/z 20 16d 20-10dxllh 1555 2940 3340 3600 4010 1335 2530 2870 3095 3450 17 HTU28(Min) 31A 1% TAe 3'h 26-16d 14-10dx1'F 1235 3820 3895 3895 3895 1060 2920 2920 2920 2920 L17, 40-25-- HTU28 (Max} T/, t% 7Y,6 3'fr 26-t6d 26-tOdxt'k 2140 3820 4340 4680 5435 1840 3285 3730 4025 4675 t22 HTU210 (Min) 3% i% 9'/,e 3' id 14-10dx1'rt 1330 4355 4355 4355 4355 1145 3265 3265 3265 3265 HTU210 (Max} 9'/. 13S 9'/,s 3f 32 t6d 3210dx1Yz 3315 4705 5345 5760 5995 2850 4045 4595 4955 5155 DOUBLE 2x SIZES HTU26-2(Min) DA 3,e 5'/+e 3'Fi 20-16d 14-10d 1515 2940 3340 3600 3910 1305 2465 2465 2465 2465 HTU26 Max)2(5'1h 3% 5A6 3'/z 20-16d 20-10d 2175 2940 3340 3600 4485 1870 2530 -- 3095 3855 HTU28 2 (Min} 3'/s 3% 7'/,s 3% 26-16d 14-10d 1530 3820 4310 4310 4310 1315 3235 3235 3235 3235 i 17 HTU28-2 (Max) 7'/, 3Yie 7'/,s 3'F 26-16d 2610d 3485 3820 4340 4680 5850 2995 3285 3730 4025 5030 F22 HTU210-2(Min) 3% 3Y,e 9%6 3'h 32-16d 14-10d 1755 4705 4815 4815 4815 1510 3610 3610 3610 3610 HTU210-2 (Max) 9'A 3Y,, 9'% 3'h 32-16d 32-10d 4110 4705 5345 L5760 7200 3535 4045 4595 4955 6190 1. The maximum hanger gap is measured between the joist (or truss) end and the carrying member. 2. Minimum heel heights required for full table loads are based on a minimum 2/12 pitch. 3. Uplift has been increased for wind or earthquake loading with no further increase allowed; reduce where other loads govem. 4. Wind (160) is a download rating. 5. For hanger gaps between IN and'/z' use the Alternate Allowable Loads. 6. Truss chord cross -grain tension may limit allowable loads in accordance with ANSUTH + 2G07_ Simpson Strong - Ice' Go ..sector elector amr ware rncu;oes the evacuation of cross -grain Tension in its hangerr allowable loads- for additional information_ contact Simpson Sarong -Tie. 7. Loads shown are based on a minimum 2-ply 2x carrying member. For single 2x carrying members, use N10 (10dx1'/i) nails into the header and reduce the allowable download to 0.70 of the table value. The allowable uplift is 100% of the table load. 8. NAILS: 16d - 0.162' dia. x 31h' long, 10d = 0.148' dia. x 3' long, 10dx114 = 0.148' dia. x 1 % long. See page 22-23 for other nail sizes and information. Alternate Installation Table for 20 and 2x6 Carrying Member Min. ni Fasteners DF/SP Allowable Loads SPF/HF Allowable Loads — Model Heel Minimum -- — Code No. Height Carrying Carrying Carried Uplift Floor Snow Roof Wind Uplift Floor Snow Roof Wind Ret. Member Member Member (160) (100) (115) (125) (160) (160) (100 (115) (125) (160) HTU26 (Min) 3'% 2-2x4 10-16d 14-10dxllh 925 1470 1670 1800 2040 795 1265 1435 1550 1755 HTU26 (Max) 5'/z 2-2x4 10-i6d 20-10dx1'.4 1310 1470 1670 1800 2250 1125 1265 1435 1550 1935 17, L17, HTU28 (Max} T/, 2 2x6 20-16d 26-10dx1'h 1970 2940 3340 3600 3905 1695 2530 2870 3095 3360 F2? HTU210 (Max)9%, 2 2x6 20 t6d 32 tOdxi'Fz 2760 2940 3340 3600 3905 2375 2530 2870 3095 3360 1. See table above for dimensions and additional footnotes. 2. Maximum hanger gap for the alternate installation is W. 136 3. Wind (160) is a download rating. 4. NAILS: 16d - 0.162' dia. x 3'/z' long, 10dx19a = U.14a' ota. x i iz iong. See page 22-23 for other nail sizes and information. r These products are available with additional corrosion protection. Additional products onthispagemayalsobeavailablewiththisoption, check with Simpson Strong -Tie for details. SIMPSON Strong -Tie OV These products are approved for installation with the Strong -Drive SO Structural -Connector screw See page 27 for more information. Min. Dimensions Fasteners Model DF/SPAllowable Loads SPF/HFAllowable Loads Heel GaLNo. Height W H 8 Carrying Carried Uplift' Floor Snow Roofind *0700oor Snow Root Wind Codo Member Member ( 160) (100) (115j (125)60) j (115 Ref. } (125 DOUBLE 2x SIZES LUS24-2 2'/. 16 3% 3'1A 2 4-16d 2-16d 440 800 910 985 1250 380 680 780 845 7070 LUS26-24i18TA47/a 2 4-16d 4-16d 1165 1030 1180 1280 1625 100Q Ball 1010 1090 1385 17,F6, L17 a 14HUS26- 2 4 i 14 3Vii 5% 3 14.16d 6-16d 1550 2785 3155 3405 4265 1335 2390 2710 2925 3665 HGUS26-24a1231ii57/i 4 20-i6d 8-16d 2155 4355 4$75 5230 5575 1855 3750 4200 4500 4795 0 17, Lt7, F23 i 6S28- 2 4% 18 3'1A 7 2 6-16d 4-16d 1165 1315 1500 1625 2060 1000 1125 1285 1390 1765 HHUS28 26a1433i7Y32216d8-16d 2000 4210 4770 5140 6440 1720 3615 4095 4415 5375 17,F61L17 HGUS26-2 6§ i 12 3#ii 71;i 4 36-16d 12-16d 3235 7460 7460 7460 7460 2785 6415 6415 6415 6415 17, L17, F23 LUS210-26% 18 3'7e 9 2 8-16d 6-16d 1745 1830 2090 2265 2870 1500 1565 1785 1935 2455 17,F6,Lt7 HHUS210-2 $i4 14 3V6 87/e 3 30-i6d 10-16d 4000 5635 6380 6880 7165 3525 4835 5270 5380 5765 HGUS210-28% 12 35li 9 i 4 46 i6d 16-16d 4095 9100 9100 9100 9100 3525 7465 7730 7825 7825 11,L17, F23 TRIPLE 2x SIZES — ---_ HGUS26-3 4"A, 12 4'%i 5% 4 20-16d 8-16d 2155 4355 4875 5230 5575 1855 3750 42Q0 4500 4795 HGUS26-36%, 12 4'Y,i 7'/. 4 36-16d 12-16d 3235 7460 7460 74 00 7460 2785 6415 6415 6415 6415 HGUS210 38'3 a 12 4' i 9'/, 4 46-16d 16 i6d 4095 9100 9100 9100 9100 3525 7825 7825 7825 7825 17. L17, F23 HGUS212 3105/i 12 41a 10?F: 4 56 16d 20 t6d 5045 9600 9600 9600 9600 4335 8255 8255 8255 8255 HGUS214-312% 12 41%. 12'.>i 4 66 i6d 22-16d 5515 1 10100 10100 10100 10100 4745 8685 8685 9685 8685 QUADRUPLE 2x SIZES HGUS26 4 SYx 12 645i 57/s 4 20 i6d $ t6d - 2155 4355 _ 4875 5230 5575 1855 3750 4200 4500 4795 HGUS28 4 _ 7Y. 12 6 i 7/e 4 36-16d 12-16d 3235 7460 7460 7460 7460 2785 6415 6415 ~6415 6415 l HGUS21049% 12 6 e 9iSe 4 46 t6d 1616d 4095 9100 9100 9100 9100 3525 7825 7825 7825 7825 i7, L77, F23 HGUS212 4 1Qyx: toy. 6 i10% 4 56 t6d 20 i6d 5045 9600 9600 9600 9600" 4335 8255 8255 8255 8255 0 HGUS214 4 12'li1261A12% 4 66-ibd 22-16d 5515 10100 t0t00 lOtQ0 1Q100 4745 8685 8685 8685 8685 4x SIZES I! LUS46 18 3' fi 4/ 2 4- t6d 4 t6d 1165 1030 7180 1280 162.5 1000 $80 1Q10 1090 1385 17,F6,L77 t'3r HGUS46 ry4%i 123e4i42016d8t6d2155435549755230557518553750420045004795HHUS4643;e 143%e 5% 3 14-i6d 6-16d 1550 2790 3160 3410 4265 1335 2390 2710 2925 3665 I7, L17, f23 I _-_ 48 4'b 1831i6f. 2 6 t6d 4-16d 1165 13t5 1500 1625 2060 1000 1125 1285 1390 1765 HUS48 6'/e 143i726i6d6i6d155015951815196024701550136515557680211517, F6, L17 HHUS48 6'h 14 3s/e 7/e 3 22 t6d 8-16d 2000 4215 4770 5150 6440 1720 3615 4095 4415 5535 HGUS46 6'fi 1231b7fi436-'6d 12-16d 3235 7460 7460 7460 7460 2785 6415 6415 6415 6415LUS17,L17,F23 410 6'/. 18 3/8 81: 2 8 t6d 6 16d 1745 1830 2090 2265 2870 1500 1565 1785 1935 2455 _. HHUS4IQ Big 74 31e 9330t6d10-16d 3745 5640 6385 6890 7165 —3-440 4835 5480 5910 6t65 17,F6,L17 HGUS410 $7/, u 12 338 9'•i. 4 46 16d 16-16d 4095 9100 9100 9100 91Q0 3525 7825 7825 7825 7825 17, L17, F23 HGUS4t2 107/i 12 33itQ7/i 4 56-16d 20-16d 5045 9600 9600 9600 9600 4335 a255 8255 a255 8255 US414_ 11%s 12 33e1274i46616d22i6d551510100101001010010700474586$5 8685 $6$5 8685 17,L17 1. Uplift loads have been increased 60 Y, for wind or earthquake loading with no further ANSIffFI i 2 07. Simpson Strong tie Connector Selector" Software includes increase allowed. For normal loadingapplicationssuchascantileverconstruction • the evaluation of cross -grain tension in its hanger ailovrable loads. For addibonai y refer to Simpson Strong -Tie* Connector Selector" software or conservatively nformation• contact Simpson Sarong -Fie divide the uplift laid by1.6. 5. Loads shown are based on minimum of 2-pry 2x carrying member. With 3x carrying 2. Minimum heel height Wind (160) is a download rating. members, use 1602 W nails into the header and 16d commons into the joist with no 3 oads. For less thanload reduction. With single 2x caring members, use I 0dx1 W nails into the minimum heel height, see NtechnicalbunislletintnT-REDHEEL ( seetoachieve full table l page 232 for details). and 10d commons into the joist,and reduce the load to 0.64 of the table value. header 4. Truss chord cross - grain tension may limit allowable loads in accordance will] 6. NAILS: i6d 0A62' dia. x 3'f{ long. See page 22-23 for other nail sizes and information. 3 135 SIMPSON LUS/MUS/HUS/HHUS/HGUS/HUSC Double Shear Joist Hangers St wTie 011 ,p This product Is preferable to similar connectors because al a) easier installation, b) higher loads, c) tower Installed cast, or a combination of these features. All hangers in this series have double shear nailing - an innovation that distributes the load through two points on each joist nail for greater strength. This allows for fewer trails, 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 load truss applications, the MUS offers a lower cost alternative and easier installation than the HUS or THA hangers, while providing greater load capacity and bearing than the LUS. MATERIAL: See tables below and on page 135. FINISH: Galvanized. Some products available in stainless steel or ZMAr coating; see Corrosion Information, page 14-15. 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. Not designed for welded or nailer applications. OPTIONS: • LUS and MUS hangers cannot be modified. HUS hangers available with the header flanges turned in for 2-2x (3'/e') and 4x only, with no load reduction. See HUSC Concealed Flange illustration. Concealed flanges are not available for HGUS and HHUS. See Hanger Options, page 216, for sloped and/or skewed HHUS models. Other sizes available; consult your Simpson Strong -Tie representative. CODES: See page 13 for Code Reference Key Chart. i These products are available with additional corrosion protection. Additional products on this page may also be available with this option, check with Simpson Strong -ire for details. FF These products are approved for installation with the Strong -Drive SOStructural -Connector screw. See page 27 for more information. Min Dimensions Fasteners _ Garrymg CarriedModelHeelGa No. Height W H 8 Member Member SINGLE 2x SIZES LUS24 2% 18 1°/e 3 1'Y. 4-10d I 2-10d LUS26 4'/4 19/1e 044 1% 4-10d 4-10d MUS26 4'Yie 18 1'/+e 5'A,e 2 610d 6lOd 46S26 4Yie 16 _1% (5_% _3 14-16d 6-16d HGUS26 49/6 12 1% ( 5% 5 20-16d P8-i6d LUS28 4'Ke 18 11te 6Y'e 1Y: 6-1Od 4-1od MUS28 65/e 18 11 a 6'ye 2 8-10d _8-10d HUS28 - -61Fe 16 1% 7 3_ 22-16d 8-16d HGUS28 6 12 1 % 7'Ye 5 36-16d 12-16d LUS210 4'/ 18 1%e 7'Ys s 1% 8-10d 410d HUS210 8% 16 1% 9 3 30 i6d 1016d 1. See table on page 135 for allowable loads. 1 • for 2Xs 11if for WX 1'h TVP. 11 c fk • a c O H a I • C 6 d HUS210 HUS26, HUS28, Vf LUS28 MUS28 and HHUS similar) HHUS210-2 Truss Designer to provide fastener quantity for connecting multiple members together) e Double Shear Nailing Top View DF Allowable Loads SP Allowable Loads Model No Uplift' 160) Floor Snow 100) (115) Roof 125) Wind 160) Uplift' Floor Snow Roof 160) (100) (115) (125) rmT SINGLE 2x SIZES LUS24 490 765 825 1045 490 725 830 895 LUS26 1165 670 865 990 1070 1355- 1165 940 1075 1165 MUS26 1090 1295 1480 1605 1825 1090 1410 1610 1745 HUS26 1550 2720 3095 3335 3335 1550 2950 3335 3335 HGUS26 1765 4360 4885 5230 5390 1765 4725 5290 5390 5S28 1165 1100 1255 1360 1725 1165 1200 1365 1480 MUS28 1555 1730 1975 2140 2645 1555 1880 2150 2330 HUS28 2000 3965 4120 4220 4335 2000 3790 3960 4070 HGUS28 3015 6745 6970 7125 7275 3015 6460 6705 6870 LUS210 1165 1340 1525 29 1165 1445 1660 1795 HUS210 3000 4255 4445 4557d550600 3000 4105 4310 4450 Note: For dimensions and fastener information, see table above. See table footnotes on page 135 c 01 H 04 W • L 6' HGUS28-2 I. 4 a f 6 HUSC Concealed Flanges not available for HHUS, HGUS and HUS2x) th neuuuuu ntml ncRgllt Double Shear I Dome Double Shear Nailing Nailing Side View Side View (available on Do not i C some models) bend tab U.S. Patent 5,603,580 Fd SPF/HF Allowable LoadsCode WiFloor Snow Root Wind Ret. 16( 100) (115) ItzS-(160) 1135 420 575 655 705 895 1475 1005 740 845 915 1160 17, F6,L17 1825 940 1110 1265 1370 1570 3335 1335 2330 2650 4200 2820 4500 2865 4635 L17 5390152037501835 1005 940 1075 10751165 1475 2645 1335 1475 1690 1830 2275 17. F6, 1-1 4335 1720 2905 3035 3125 3435 7275 2595 4960 5160 5290 5745 L17 2270 1005 1145 1305 1415 1745 17, F6,11: 493 22580 3150 3315 3425 3815 ZI< u o 4 i p_ a e e Engineered Wood & Structural Composite Lumber Connectors I 0 These products are available with additional corrosion protection. Additional products on l this page may also be available with this option, check with Simpson Strong -Tie for details. CODES: See page 13 for Code Reference Key Chart. 111 Actual Joist Size 1%,x5 I%x7' 1%x9! i%x 11'A -11 1%x1A 3'h x 74 3% x 9'/, - 9'A 3'/z x 11 % -11' 01 3'hx14 3'1 x 16 Dimensions Fasteners Allowable Loads ^ DF/SP Species Header SPF/HF Species HeaderModelNo. Ga Min! Code Floor Snow Roof Floor Snow RoofWHBMaxFaceJoistUpiift Ref. 160) 100) 115) 125) 100) 115) 125) HU1.81/5 t4 1'? e 5ie 2Yz Min 12-16d 4-10dx1'h 610 1785 2015 2165 1540 1735 1865 19, L12, F81'Me 5% 2'h Max i6-16d 6-10dx1'h 915 2380 2685 2890 2050 2315 2490 HU7 t4 1'%c 6"Ae 2'h Min 12-16d 4-10dx1'h 610 1785 2015 2165 1540 1735 1865 1'iie 6"Ac 2'h Max 16-16d 8-10dxl% 1515 2380 2685 2890 2050 2315 2490 19, F8, L12 HUS1.81/10 16 1'%e 8'/e 3 30-i6d 10 l6d 3000 5135 5295 5400 4705 5105 5195 19, F23 i HU9 1%e 9%c 2Yi Min 18-16d 6-10dxl% 915 2680 3020 3250 2305 2605 2800 14 1'%e 1'%e 9%c 2Y% 3 Max 24-16d 8-SDSY.'x1'' 10-tOdxt'/z 4-SDS'/.`x1%' 1895 1505 3570 2000 4030 2300 4335 2500 3075 1440 3470 1655 3735 1800 19 F8 L12 HUCQ1.81/9-SDS HUS1.81l10 16 1'%e 9 8'% 3 30-16d 10-16d 3000 5135 5295 5400 4705 5105 5195 q F23 HUti 1'%c 11'/,e 2%z Min 22 t6d 6 tOdx1'h 915 3275 3695 3970 2820 3180 3425 4 14 1'%e 1'%a 11'/,e 11 2'1 3 Max 30-i6d 10-SDS''/: x1%' 10-10dx1'h 4-SDS /,'x1%* 1895 1505 4465 2500 4705 2875 4810 3125 3845 1800 4340 2070 4600 2250 i9,L12,F8 HUCQ1.81/11-SDS HUS1.81l10 t6 1'%e 8'% 3 30-16d 10-16d 3000 5135 5295 5400 4705 5105 5195 19. F23 U14 1%e 10'/, 2 14-16d 6-10dxt'h 1110 2015 2285 2465 1965 2120 HU14 c 13"'Ae 2'h Min 28-16d 8-100111h 1515 4165 4420 4505 1735 3590 4050 4335 19, F8, L12 14 1'%c 13"'Ae 2%z Max 3616d 14-lOdxt'h 2015 5055 5275 5420 146155000 5130 HUC01. 81111-SDS 1'%6 11 3 10-SDS'/.'x1i;' 4-SDS%'x1%' 1505 2500 2875 3125 1800 2070 2250 19 F23 HU48/ HUC48 39/ c 6'%c 2/2Min 10 i6d 4-10d 760 1490 1680 1805 1280 1445 1555 14 3% 6'%e 2'h Max 14-t6d 6 tOd N35 2085 2_5O 2530 1795 2025 2180 19 L17,F6 14US48 3%6 6'%c 2 6 16d 6-16d 1550 1595 1815 1960 1365 1555 1680 19,F8,L12 HGUS48 12 3% 4TAc 4 20 l6d 8 l6d 2155 4360 4885 5230 3750 4200 4500 19 F23 HHUS48 14 3%e 1'h 3 22-16d 8-16d 2000 4210 4770 5140 3615 4095 4415 19, F8, L7_2 HGUS48 12 3% 7% 4 36-16d 12-16d 3235 7460 7460 7460 6415 6415 6415 9 F23 U410 16 3'Ac 8'/e 2 14-16d 6-1Od 1110 2015 2285 2465 1735 1965 2120 HUS410 3%e 3% c 8'% e 8% 2 2% Min 8- 16d 14 t6d 8- i6d 6 10d 2990 1135 2125 2085 2420 2350 2615 2530 1820 1795 2070 2025 2240 2180 19,F8,L12 HU410lHUC41014 3%c 8%2'h Max 1-8-1 6d 10 tOd 1895 2680 3020_ 3250 230_5 2605 2800 HHUS410 3% 3' Ae 9 9 3 3 30- 16d 12 SDS''A'x21h' 10- i6d 6 SDS'/: x2'h' 3735 2510 5635 4680 6380 4955 6880 4955 4835 3370 5480 3570 5910 3570 NUCQ410-SQS HGUS48 1 3% 3% 7'/, e 9' fc 4 4 36- 16d 46- 16d_ 12- 16d 16- 16_d 3235 4095 7460 9100 7460 910_ 0 7460 9100 6415 7825 6415 7825 6415 7825 19, F23 I- GUS410 U410 _ 16 3% 81S 2 14-16d 6 lOd 1110 2015 2285 2465 1735 1965 2120 HUS412 3%e 10'h 2 10-16d 10-16d 3635 2660 3025 3265 2275 2590 2795 HU412/ HUC412 3% 10%e- 2'h Min 16-16d 6-10d 1 335 2380 2685 2890 2050 2315 2490 19,F8,L12 14 3% 10%e 2'h Max 22-16d 10-10d 1895 3275 3695 3970 2820 3180 3425 HHUS410 3% 9 3 30-i6d 10-16d 3735 5635 6380 6880 4835 5480 5910 HUC0412- SDS 31/e 11 3 14-SDS'/, x2'h' 6-SDS''/,'x W 2510 5460 5560 5560 3930 4000 4000 HGUS48 3% 7'/ie 4 36 l6d 12 l6d 3235 7460 7460 7460 6415 6415 6415 HGUS410 12 3% 9%6 4 46-16d 16-16d 4095 9100 9100 9100 7825 7825 7825 i9. F23 HGUS412 3% 10% 4 56-16d 20-i6d 5045 9600 9600 9600 8255 8255 8255 U414 16 3%c 10 j 2 i6 l6tl 5 tOd 1110 2305 2615 2820 1980 2245 2425 HU416/ HUC416 3% 6 13% 21A Min 20_-11 8-10d 1515 2975 3360 3610 2565 2895 3110 14 3%0 13% 2% Max 2616d 12-10d 2015 3870 4365 4695 3330 3760 4045 19, F8, L12 HHUS410 3% 9A% 3 30-16d 10-i6d 3735_ 5635 6380 6880 4835 5480 5910 HGUS410 12 3% 9 4 46-16d i6-16d 4095 9100 9100 9100 7825 7825 7825 HGUS414 3% 12'Ae 4 66-16d 22-16d 5515 10100 10100 10100 86_85 8685 8685 19, F23 HUC0412- SDS 14 3% 11 3 14-SDS'x21h' 6 SDS'/ z2'h' 2510 5460 5560 5560 3930 4000 4000 HU416/ HUC416 14r3EY,.6 13% 2'h Min 20-i6d 8-10d 5515 29 3360 3610 2565 2895 3110 13% 2'h Max 26-16d 12-10d 2015 3870 4365 4695 3330 3760 4045 19, FB,L12 HGUS410 3% 9;4s 4 46-16d 16-i6d 4095 9100 9100 9100 7825 7825 7825 HGUS412 12 4 56-16d 20I 50459600 9600 9600 8255 8255 8255 HGUS414 3% 12'Ae 4 66 t6d 225515 10100 10100 8685 8685 8685 19 F23 HUCQ412 SDS 14 3%c 11 3 14-SOS''/i x2'h" 6-SDS2510 1016000 4 5560 5560 393Q 4000 4000 1. Uplift loads based on DFlSP lumber and have been increased for wind or 4, MIN nailing quantity and load values —fill all round holes; earthquake loading with no further increase allowed. Reduce where other loads MAX nailing quantity and load values —fill all round and triangle holes. govern. For SPF/HF, use 0.86 x OF/SP Uplift Load for products requiring nails 5. Hangers sorted in order of recommended selection for best overall and 0.72 x OF/SP Uplift Load for products requiring screws. performance and installation value. 2. 10d common3 or 16d sinkers may be used instead of the specified 16d at 6. Allowable downloads are based on a joist bearing capacity of 750 psi. 0.84 of the table load value. 3. 16d sinkers may be used instead of the specked 10d commons with no load reduction. 7. NAILS: 16d = 0.162' dia. x 31/V long, 10d = 0,148" dia. x 3' long, 10dxl1h = 0.148' dia. x 1'A' long. See page 22-23 for other nail sizes and information. 105 REQ This product is preferable to similar cortnectora because of I) easier iostallalloa, b) higher toads, c) lower lostalled cost, or a combioatioo of these features. Zvi The THA series' extra long straps allow full code nailing and canbefield -formed to give top flange hanger convenience. Designed for 4x2 floor trusses and 4x beams, the THAR/1_422 has a standard skew of 45°. Straps must be bent for top flange hanger installation. PAN nailinghelpseliminatesplittingof4x2trussbottomchords. MATERIAL: See table FINISH: Galvanized. Some products available in aZMAX® coating; see Corrosion Information, page 14-15. o , INSTALLATION: • Use all specified fasteners. See General Notes. f The following installation methods may be used: e c Typical THA Top Flange Top Flange Installation —The straps must be field formed over the f Installation header — see table for minimum top flange requirements. Install topandfacenailsaccordingtothetable. Top nails shall not be within %," f W fls' from the edge of the top flange members. For the THA29, nails used for joist attachment must be driven at an THA418 THA29anglesothatthenpenetratethroughthecornerofthejoistandintotheheader. For a I other top flange installations, straighten the double shear nailing tabs and install the nails straight into the joist. Attachment Top nails per table Face nails Face Mount Installation —Install all face nails according to the table. of nailer per —per table Not all nail holes will be filled on all models. On models where there Desig r are more nail holes than required, the lowest 4 face holes must be from edge) Typical THA29filled. Nails used for the joist attachment must be driven at an angle Faee Mount installationsothattheypenetratethroughthecornerofthejoistintotheheader. 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. Install 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. Straighten the doubleOPTIONS: • THA hanggors available with the header flanges turned in for 3%' shear nailing tabs and InstalexceptTHA413) and larger, with no load reduction — order THAC hanger. nails straight into the joist CODES: See page 13 for Code Reference Key Chart. Typical THA Top Flange Installation Double Double Shear Dome Double Shear on a Nailer Shear Nailing Side View Nailing Side View I (except THA29) Nailing Do not bend tab i (available on Top Vew noted unless otherwise A..•a some models) 4 i lwtartHnc+22 U.S. Patent 5,603,580 i 2W for THA422-2 THAC422 THAR/1.422 These products are available with additional corrosion protection. Additional products on this paoe may also be available with thm nnhnn rh, a, with co.,,,--- c..,..... — ,.....,.._:,- s qy uc usau ", replace'm commons at 0.85 of table load. 5. For top flange installation on a nailer (see detail above), install joist nails straight by bending2. Upbft has been increased for wind or earthquake loading with no the double shear tabs. further increase allowed; reduce where other loads govern. 6. For single 2x and 3x milers, the following THA hangers can be installed using 10dx1 W top nails3. Roof loads are 125% of floor loads unless limited by other criteria. and 2-16d face mils with reduced allowable loads as noted: THA418/THA422: 1415 Ibs. for DFL, 4. THAR/1_422 with 4-i0d top nails and 2-10d face nails: When the 1215 Ibs. for SPF; THA426: 2245 Ibs. for DFL, 1930 lbs. for SPF. hanger height is between 9 a a the allowable download is 7. Min. Top Flange refers to the minimum length of strapp that must be field -formed over the header. tang Ibs. for DFL and 1210 lbs. for SPF. to further increase allowed. 8. NAILS. 16d = 0.162' dia. x 3'/2' long, 16d 2'h - 0.162• dia. x 211V long, 10d = 0.148' dia. x 3• long, 10dx1 /s = 0,148' dia. x 1 A Ion pageae 22-23 for other nail sizes and Information. 89 I VALLEY FRAMING & BRACING DETAIL I Lumber Size and Grade Minumum Requirements P. W Purlins required T-0" O.C. in absence of plywood sheathing. Trusses without sheathing applied must be evaluated accordingly. Puffins 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 puffin with a minimum of 8-8d 10..131"x2.S") 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 cone tions: Spans (distance between heels) 40'-0" of less Maximum valley height, 14'-0" Maximum mean roof height: 30 feet ASCE 7-05, 140 mph, Enclosed, Cat 0, Exp S, 1=14, Kzt=1.0 Or A Maximum of ASCE 7-10, I80 mph, Enclosed, Exp D, Kzt=1.o TRUSS TRUSS UNDER VALLEY FRAMING VALLEY RAFTER OR RIDGE tCR,IPPLE fipples 4'-0" for 30 psi (TL) and 20 psi (TD) Max. e the crippes for each row starting from the valleys or sleepers working inward to the ridge board so that cripple locations are geed between tows. TY PI nrfection Requirement Noses 2x6 rafters to ridge 4 i6d toe -nails Cripple to ridge 416d toe -nails Cripple to rafter 416d toe -nails 8 16d face -nails Rafter to sleeper or blocking 5 16d toe -nails Rafter to two 2x6 sleepers 4 16d toe -nails Sleeper to truss 416d toe -nails Two 2x6 sleepers to truss 3 16d toe -nails each sleeper & truss Ridge board to roof block 416d toe -nails Ridge board to truss 416d toe -palls Purim to (Typ) 316d toe -nails Truss to blocking 4 i6d toe -nails Truss to cripple 416d toe -nails Truss to cripple 416d toe -nails CIpple to puffin 316d toe -nails CRIPPLE BRACING $ BLOCKING ND7ES" 13. Collar beam to rafter 4 16d toe -nails NOTE: 16d (0.162"x3.5") COMMON NAILS 2x4 continuous Lateral restraint ICLR) min, is required for cripples 5'-0" to 10'-0" iorg nailed cat 2 -too {0,148"x3") nails. Of 2x4 "r' or scab reinforcement nailed to fiat eCga of cripple with 10d l0A28"x3.fl") nails at 6" a,c. "i" or scab must be 80% of cripple ferigm Cripples over 10'-0" long require two CLR's or both faces cal "T" or scab. Use stress graded lumber S box or common nails. 3larrow 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, p, 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 NOS requirements. lNailsarecommonwirenailsunlessnotedotherwise. 00 1 " . 9 ARr04al- K AM NO it1t1A+ ALL W7= ill nos WAvaai ; t TNrs rueaa+ nos AMNI r M N.L CONTaeCTURS WMAZ as rK RCTALLIMB No. 70861 + Tr.rssrf req,rf erb^e,v care h fn .ttq, nwaui G f+9pprie, hx ret Intl _ ROMU oA4 , i t, 20: 3G AG ; 1 ? 4 E'r VALLEYL 3'FA II G ronof tee iA<. team, or scsl ra,Aae criPa t safety s se. %^ Sy m —d SSW fob a; proatx:es p'— 24 Pfr'fp'11i'10 t ~ raffCtbr6. 1MSfll—S P" proNCe ti` N Lr-Vv PIZ € u'+e.f row fnrr.,ae, top c„o.-c :+,w n..v srwo,w ftr,.ct,+ol ,u»atr,,,q s4s a. <1 c el, i i t 10 2C 7 , i'1A` 1 C 013 v proprnY . n, Shad Mve f prw+*ny attnct+rtl rpW usf`e. Loaltbro fl+afn far pern{Vgnt teterrot rtftrnhtyf fetes i Iic ill. C) `? ) 0 DRWG VACNVl$01015 r) , i1Lt111 1\`,j1 Ar Yvfi Yd Pofttbt of iiOw, atOvf o,d M tht .XMt 144Ri, iMfiKf Jgte41 oiMl'11f1. %y STATE wMA-Z t f' 1 r1 f+wM have baai-q kisiWxd per " ascibtr f3, - ar )10, oa aAGzcstie. Apptr pbtf4 to znQ, f 0 1.. Fr .e f: yBCi-1 1J aefef tp Crory 1pf for stnna¢r4 df4 p4f'tfor+f. Z 4* W, f , 0 1Tv Cm u 1— „ot ,K for.' •.,, r 4, i 4 .._. t AN fiW *30A4flAN1' tWS d-Ii.. 1 arrY ixi F to bW t t4vss i, cc*+for'mM.e e9V M7S3/TPi 1, ar fu hnMt!'g, ircta/il lion t bro4- or tr afsef. 'f Ay ORiCj + riv 1 J0 , 1 A tFral m tr# q OAfty or y f pope IMarfi thk araf`p, hprutes amptance or ar*p kv not tqyfoldIrrthrTIntl .Te tt1`A fi'v I ( j 1) V / fL' j Y t' dl* r j H_ Ir _ A, 1,25 1 1 15 c; n.mc psbvc1. Lx rvrfpwfaAtty of '+a 7J.ekq 6r NiII/?3'f 3 SCc2 A.&, O. S ALP2`0 ff,IE..,t.aa TPI, .ef ez+fioro s f.f`"mcra ftrvnrm IM elf°iIreora ' - i..t A: z'\'t tii BOV Item Seal # Truss 1-059,18A233,05608 All 3 059,18,1233,06545 A3 5 0% 1 S. 1233.04795 A6 7 059,18.1231065114 A7 9 0% 18.1233,04936 AgG 11 0% 18, 1233,06969 81 13 069.18.123106967 B3GE 15 06918A23105061 V4 17 059,181233,06624 V12 19 059,18.1233.04765 W2 21 069A8A23106498 W6 23 059.118-1233M623 HJ71 25 059.18.1233.06655 HJ6 27 059,18A233-06813 EJ71 29 069,18A233,04764 EJ68A 31 069,18123107219 CJ5 33 059.18A233.07218 CJ58 35 059.18.1233.07687 CJ3 Alpine, an ITW Company 2400 Lake Orange Dr., Suite 150 Orlando, FL 32837 Phone: 0ALPINIEalpineitw( 80)com755-6001 Site Information: Customer Carpenter Contractors of America Job Number N333706 JobDescription: WFL!NFL /TEENBLDR,9A6/9A7,158SE,02D,RD01 Address, I City, State, Zip. Item Seal Truss 05: 9 18 :12:3:3:0:7217 Ri-, ItemE Seal # Truss 138 105918.11233.07999 CJ1 1 kpk Ih /* 6ATE A- 1 ONAk. This document has been electronically signed and sealed using a Digital Signature, Printed copies without an original signature must be 02/28/2018 verified using the original electronic version. Florida Certificate of Product Approval #FL1999 Printed 2/28/2018 2:24M PM Jab Nuviber. N333706 W FL / N FL / TEENBLDR Truss Label: Al 7'T 7 7,7,.7 Ply. 1 SEQN:50181 / T13 Qty 19 FROM. RWM 5' 22'4"9 7'4'9 _.7 4'9 4x6Ll 30' _.. _........ COMN CusLR8975 JRef iW8V89750110 Dnallo 05918,1233,05608 KD / OF 02/28/2018 30' 777 1'4" 77"11 7'4"5 7'4"5 77"11 . 1'4" 77'11 1.5, 22 4"5 30' Loading Criteria (psf) Wind Criteria Snow Criteria (PgPf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL 20,00 Wind Std. ASCE 7-10 Pg: NA Ct NA CAT NAI PP Deflection in loc L/defl L/# Loc R / U / R_w / Rh t RL W TCDL 17.00 Speed: 150 mph Pf: NA Ce NA VERT(LL) 0 105 1 999 360 B 1572 ! 180 / 1082! - / 294 8.0 BCLL 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL) 0 399 I 999 240 F 1572 1180 / 1082! - / - 8.0 BCDL 10,00 Risk Category 11 Snow Duration NA HORZ(LL) 0 047 H - - Wind reactions based on MWFRS Des Ld 47,00 EXP. C HORZ(TL) 0 113 H B Min Brg Width Reg = 2.2 NCBCLL 10.00 Mean Height: 15 00 it TCDL 4.2 psf Code / Misc Criteria Creep Factor 2 0 F Min Brg Width Reg = 2.2 Soffit 0.00 BCDL: 5.0 psf Bldg Code: FBC 6th ed 2017 Max TC CSI 0.883 Bearings B & F are a rigid surface. g g Load Duration: 1.25 MWFRS Parallel Dist: Into 2h TPI Std: 2014 Max BC CSI 0,916 Bearings B & F require a seat plate. Spacing 24.0 " C&C Dist a: 3.00 ft Rep Factors Used Yes Max Web CSI 0 350 Members not listed have forces less than 375# Loc. from endwall not in 9,00 ft FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens, Comp. Wind Duration 1.60 WAVE VIEW Ver 17.02 01A 1115 21 Lumber B - C 837 - 2607 D - E 680 - 1797 C - D 680 - 1797 E - F 837 - 2607 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP #2 N Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP #31 I'll, Lumber value set " 1313" uses design values B - J 2235 -605 1 - H 2232 -636 approved 1/30/2013 by ALSC J - 1 2232 -605 H - F 2235 -636 Bracing Maximum Web Forces Per Ply (Ibs) a) 1X4 #3SRB or better continuous lateral restraint Webs Tens.Comp. Webs Tens. Camp to be equally spaced. Attach with (2) 8d Box or Gun nails(0.113"x2.5",min.). Restraint material to be C - 1 358 -830 1 - E 357 -8W supplied and attached at both ends to a suitable D - 1 920 - 309 support by erection contractor. a) or scab reinforcement may be used in lieu of CLR tftltlbgs restraint. substitute (1) scab for (1) CLR and (2) ( A'tJp1%j scabs for (2) CLR'S where shown. Scab f^iN' reinforcement to be same size, species, grade, and t? ,,.. •. t I 80% length of web member. Attach with 0.128x3" gun e '`. f' Y nails @ 6" oc. r Wind Wind loads based on MWFRS with additional C&C 64 member design. / lk G « y,fATE *tR e k f •altwaa ^ I 0 278 l* 10V uA rwrtr'c tutt 02/28/2018 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses req lire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSfetyInformation, by TPI an SBCA) tL) safety practices prior to performing these functions Installers shall provide temporarryY bracin per BSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a propefly attach d rigid ceilin Locations shown for ermanent lateral restraint of webs shall have bradripq installed per BC I sections B3, B7 or 8810, as applicable. Appigy plates to each face ortrussand position as shown above and on the JoinCDetails, unless noted otherwise. Refer to ALPINE drawings16OA-Z for standard plate positions. Alpine, a division of ITW BuildlnlComponents Group Inc shall not be responsible for any deviation from this drawing any failure to build the w, wcourn truss in conformance with AN51n PI 1, or or handing shipping, installation and bracing of trussesA seal on this drawling or Cover page , , 13723 Rive pon Drive listinthisdrawing, indicates acceptance f romessionar en ineerin9 responsibility sole) for the design shown. The suitabil Suite 200 anduseofthisdrawingforanystructureisKeresponsibilitygoftheBuildingDesignerperyANSI/TPI 1 S76c.2. For more information see this roh's neneral notes oaoa and these web sites At PINF- — alnineitw nem TPI mina ern CR("A sh—d—try —m Ift^ —unsafe ern Maryland Heights, MO 6304: Job NuVber: N333706 Ply: 1 W FL t N FL / TEENBLDR Qty: i Truss Label' A2 SEQN: 50182 / T8 / HIPS Cust: RR8975 JRef 1 W8V89750110 FROM: RWM DrwNo 059.18 123305218 SN / WHK 02/2812018 777 14'8" 7. 7"7 7' 0" 9 A 3AbtA'1 j T7" 11 7711 .__.. Loading Criteria (psf) Wind Criteria TCLL: 2000 Wind Std: ASCE 7-10 TCDL 17.00 Speed 150 mph BCLL 000 Enclosure Closed BCDL 10.00 Risk Category II EXP: C D Des Des Ld 4700MeanHeight: 15.00 ft 10.00 TCDL 4 2 psf Soffit 000 BCDL 5. 0 psf Load Duration 1.25 MWFRS Parallel Dist: h to 2h Spacing: 24 0 " C& C Dist a: 3.00 ft Loc. from endwall not in 9 00 It GCpi. 0.18 Wind Duration: 1 60 Lumber Value Set: 13B ( Effective 6/1/2013) Top chord 2x4 SP # 2 N Bot chord 2x4 SP # 2 N Webs 2x4 SP #3 Lumber value set "138" uses design values approved 1 /30/2013 by ALSC 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. Wind Wind loads based on MWFRS with additional C&C member design, 6X6 D 22'4" 97. 8.,4... 30' 777 7 2X4 5X8 a2X4 '^ 6Ab(A 1 I 30' 14'8"10 22' 4"5 Snow Criteria (Pg.Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NAI PP Deflection in loc Udell L/# Pf: NA Ce: NA VERT(LL): 0.105 1 999 360 Lu NA Cs: NA VERT(TL). 0.399 1 999 240 Snow Duration: NA HORZ( LL): 0.047 H - HORZ(TL): 0 113 H Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 6th. ed 2017 Max TC CSI: 0.883 TPI Std: 2014 Max BC CSI: 0,916 Rep Factors Used: Yes Max Web CSI: 0.350 FT/RT:20(0)/ 10(0) Plate Type(s): WAVE j VIEW Ver: 17.02.01A.1115.21 PA R* LR R ice` R YRrR" R J) %( jRATEi • R w1Y.+ a. RR I SjQNAL V v' f 0 278 ttkttttnnvlt -1000 02/28, 12018 7' 7" 11 1' 4" Maximum Reactions (Ibs) Loc R /U /Rw / Rh /RL /W B 1572 / 179 / 1073 / - / 290 / 8.0 F 1572 / 179 / 1073 / - /- 18,0 Wind reactions based on MWFRS B Min Brg Width Req = 2.2 F Min Big Width Req = 2 2 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 823 - 2607 D - E 662 - 1797 C - D 662 - 1797 E - F 822 - 2607 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp, Chords Tens. Comp. B - J 2235 - 592 1 - H 2232 - 625 J - 1 2232 - 592 H - F 2235 - 624 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - 1 362 - 830 D - 1 919 -311 1- E 362 -830 WARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS isses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building mponent Safety Information, byTPIandSBCA)r safety practices prior to performing these functions Installers shall provide temporary. Ieln per BCSI.. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a pro erly ach2d rigid ce lin Locations shown for permanent lateral restraint of webs shall have brawn Installed per BC I sections B3, B7 or 910 applicable. Applgy Oates to each face, or truss and position as shown above and on the Join Details, unless noted otherwise. Refer to wings 160A-Z for standard plate positions. iine, a division of ITW BuildinlCompon nts Group In shall not be responsible for any deviation from this drawing an , failure to build the ss in conformance with ANSIn RI 1, or for handlin j shipping, Installation and bracln9 of trussesA seal on this drawingg or cover pagge , Jng this drawing indicatesacceptanceofprtiessionaleenIneerlresponsibilitysolelyforthedesinshov3n. The e.43bihty d use of thisdrawingforanystructureistheresponsibilitoftheBuildingDesignerperANSIITPI1Sbc.2. more information see this fob's aeneral notes oaae and these web sites: ALPINE. www.almneitw.com: TPI. www. toinst.ora: SBCA. www. sbcindustrv.com: ICC. www. iccsafe. ALPINE NE 13723 Riverporl DriveSuite 200 Maryland Heights, MO 6304: r Job Number: N333706 Ply: 1 W FL / N FL / TEENBLDR Qty: 1 Truss Label: A3 SEQN: 50183 / T12 / HIPS CUSt: R R8975 JRef: 1 W8V89750110 FROM: RWM DrwNo: 059.18.1233.05545 SN / WHK 02/28/2018 777 13' 15, , 17- 7 77 5'4" 9 2. 2' 2X4 A. 4X6 --6X6 N4X6 D E F T IA" 77'11 7.7 11 Loading Criteria (psf) Wind Criteria TCLL: 20,00 Wind Sid: ASCE 7-10 TCDL 17,00 Speed: 150 mph BCLL 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II 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: 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 :T1, T5 2x4 SP #1: Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "I 3B" 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. Wind Wind loads based on MWFRS with additional C&C member design. 22'4"9 30' 54'9 777 30• T4"5 T4"5 77* 11 1 A" 15 22 4 5 30' Snow Criteria (Pg.P(in PSF) j Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NAI PP Deflection in loc L/deft L/# ! Loc R / U / Rw / Rh -/ RL / W Pf: NA Ce: NA VERT(LL): 0.105 K 999 360 ! B 1572 / 454 / 1081 / - / 261 8.0 Lu: NA Cs: NA VERT(TL): 0.402 K 999 240 H 1572 / 454 / 1081 / - / - 8.0 Snow Duration: NA HORZ(LL): 0.046 J - j Wind reactions based on MWFRS HORZ(TL): 0.112 J B Min Brg Width Req = 2.2 Code / Misc Criteria Creep Factor: 2.0 H Min Brg Width Reg = 2.2 Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.760 Bearings B & H are a rigid surface. TPI Std: 2014 Max BC CSI: 0.872 Bearings B & H require a seat plate. Rep Factors Used: Yes Max Web CSI: 0.400 Members not listed have forces less than 375# FT/RT:10(0) Maximum Top Chord Forces Per Ply (Ibs) Plate Typepe(s ): Chords Tens.Comp.Chords Tens. Comp. WAVE VIEW Ver 17.02.OtA.1115.21 B C 898 - 2592 E - F 953 - 2267 C-D 733 -1817 F-G 733 -1817 D - E 953 - 2267 G - H 898 - 2592 f R R RATE6F f/// RRRt1.4RR aoNAL , Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - L 2217 - 657 K - J 2214 - 690 L - K 2214 - 657 J- H 2217 - 690 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - K 337 - 767 M - K 876 - 282 D - M 841 - 295 M - F 841 - 296 K - G 337 - 767 02/28/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a propperly attached rigid cejljn Locations shown for permanent lateral restraint of webs shall have bracin installed per BC I sections B3, B7 or 610 as applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. Refer to' drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building omponents Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSIfT 1 1, or for handling, shipping, installation and bracing of•trussesA seal on this drawling or cover page listing this drawing indicates acceptance of proTessionaf en ineering responsibility solely for the design shown. The suitabilityanduseofthisdrawingforanystructureistheresponsibilit? of the uilding Desigrier per ANSI/TPI 1 Sbc.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst. org: SBCA: www.sbcindustry.com: ICC: www.iccsaf AL IPNE AN IiWCC1M ANV 13723 Riverport Drive Suite 200 Maryland Heights, MO 6304 WLNumber.N333706 Ply 1 SEQN 50184 / T7 / HIPS Cust RR8975 JRef 1W8V89750110 N FL / TEENBLDR Qty: 1 FROM: RWM DrwNo: 059.18,1233.05202 Truss Label: A4 _ SN / WHK _ 02/28/2018 1'4" Loading Criteria (psf) TCLL 2000 TCDL: 17.00 BCLL 0,00 BCDL: 10.00 Des Ld 47,00 NCBCLL 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " 7'9"7 12'8" 15' 17A 7 9'7 4'l0'i9 2,4„ 2'4 7'7" 11 77' 11 Wind Criteria Wind Sid: ASCE 7-10 Speed:150 mph Enclosure: Closed Risk Category: 11 EXP:C Mean Height: 15.00 It TCDL 4.2 psf BCDL 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.00 ft Loc. from endwall: not in 9,00 ft GCpc 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 32 2x4 SP #2 Ni Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set 1313" uses design values approved 1/30/2013 by ALSC Bracing a) 1X4 #3SRB or better continuous lateral restraint to be equally spaced. Attach with (2) 8d Box or Gun nails(0.113"x2.5",min.). Restraint material to be supplied and attached at both ends to a suitable support by erection contractor. a) or scab reinforcement may be used in lieu of CLR restraint. substitute (1) scab for (1) CLR and (2) scabs for (2) CLR'S where shown. Scab reinforcement to be same size, species, grade, and 80% length of web member. Attach with 0.128x3" gun nails Q 6" oc. Wind Wind loads based on MWFRS with additional C&C member design g2X46X6 ; 4X6 D L T2 F 7'4"5 15 Snow Criteria (Pg, Pf rn 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 M 30' 227'9 30' 4'10"9 M 7'9"7 7'4"5 22'4"5 Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0107 K 999 360 VERT(TL): 0.409 K 999 240 HORZ(LL): 0 046 J - - HORZ(TL). 0 112 J Creep Factor. 2.0 Max TC CSI: 0.723 Max BC CSI 0.872 Max Web CSI: 0,388 VIEW Ver: 17.02.01A.1115.21 SATE OF 90 278 f i E ONrik- n 77' 11 - 1'4" . 30' Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1572 / 231 / 1080/ - / 255 / 8 A H 1572 / 231 / 1080/ - / - / 8.0 Wind reactions based on MWFRS B Min Brg Width Req = 2.2 H Min Brg Width Req = 2.2 Bearings B & H are a rigid surface. Bearings B & H 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 904 - 2593 E - F 1028 - 2458 C - D 738 -1823 F - G 738 - 1823 D - E 1028 - 2458 G - H 904 - 2593 Maximum Bat Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - L 2219 -662 K - J 2215 -695 L - K 2215 - 662 J- H 2219 - 695 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - K 336 -760 M - K 871 - 279 D - M 1018 -369 M - F 1018 - 369 K - G 336 - 760 02/28/2018 WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingg shippin installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA} fc5r safety pgractices prior to performing these functions Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properlyy attached structural sheathing and bott2m 4hord shall hav a proBerly attached rigid ceding Locations shown forermanent lateral restraint of webs shall have bracing installed per BCSI sections 63, 7 or 610 as appilcab a Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Defer to ' drawings 16OA-Z fnr standard plate positions. Alpine, a division of ITW BuildS n omponents Group Inc. shall not be responsible for any deviation from this drawing an failure to build the truss in conformance with ANSI 1 1, or for handling, shipping. installation and bracing of.trussesA Seal on thi drawing or aver pagQ listingthis drawing indicates acceptance of pro) essionai en :e rin9 res onsibility sole) for the des 1 n shown. he suiatili andseofthisdrawingforanystructureisfheresponsibilitoftheBuildingDesignerperANSI/TPI 1 SK.2. Ty For more information see this iob's oeneral notes Daoe and these web sites: ALPINE www.aloineitw.com. TPI: www.tmnst.orb: S6CA. www.sbcmdustrv.com. ICC: www.iccsaf ALPINE 13723 Riverport Drive Suite 200 Maryland Heights, MO 6304: Job Number: N333706 Ply: 1 W FL / N FL / TEENBLDR Qty: 1 Truss Label: A5 SEON 50185 ! T9 / HIPS Cust RR8975 JRef iW8V89750110 FROM RWM DrwNo 059.181233.04795 SN f WHK 02/28/2018 77' 11 11' 19, 77111 3'4"5 8' 5X5 D 5X5 E 22'4"5 30' 34 5 _ 77'11 anotr i) 4X4 5X5 4X4 anotn i ) 30' __ _-1 1'4" T9"7 7'2"9 77 9 7'9"7 1'4" 7'97 15' 227'9 30' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL 20,00 Wind Std ASCE 7-10 Fig NA Ct: NA CAT NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh 1 RL W TCDL 17.00 Speed: 150 mph Pf: NA Ce: NA VERT(LL): 0.091 J 999 360 B 1572 ! 456 / 1075 / - 227 8.0 BCLL: 0,00 Enclosure: Closed Lu: NA Cs: NA VERT(TL 0.347 J 999 240 G 1572 l456 11075/- !- 8-0 BCDL 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0 043 I Wind reactions based on MWFRS Des Ld 47,00 EXP C HORZ(TL): 0.103 I B Min Bug Width Req = 2.2 NCBCLL. 10.00 Mean Height: 15.00 ft i Code / Misc Criteria CreepFactor: 2.0 G Min Brg Width Req = 2.2 Soffit: 0.00 TCDL 4.2 psf Bldg Code: FBC 6th.ed 201 Max TIC CSI: 0,879 Bearings B & G are a rigid surface. Load Duration: 1,25 BCDL 5.0 psf MWFRS Parallel gist: h12 to h TPI Sid: 2014 Max BC CSI: 0.934 Bearings B & G require a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.244 Members not listed have forces less than 375# Loc. from endwall: not in 9,00 itFTlRT:20(0)!10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEWVeri 17.02.01A.11/5 21 B - C 925 - 2586 E - F 1030 - 2494 Lumber C - D 1031 -2494 F - G 925 - 2586 Value Set: 13B (Effective 6/1/2013) D - E 815 - 1914 Top chord 2x4 SP #1 Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. ii7 , 0 f t M AR E4w. rp Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp Chords Tens. Comp. B - K 2211 - 680 J - 1 1864 - 562 K - J 1864 - 534 1 - G 2211 - 713 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens Comp C - K 235 - 388 E - 1 641 - 272 K - D 641 - 273 1 - F 235 - 388 0 278 U ry 02/28/20 t 8 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handijn9 shipg installinpg.and tracing. _ Refer to and follow the latest edition of BCSI (Building Component Safe Information, b TPI and SBCA fo'r saffe ppractices nor to performing these functions. Installers shall provide temporary. bracin per SCSI. Unless noted otherwise,top chord shall have properl attached structural sheathing and bottgm hord shall have a propery attach d riggid ceiling Locations shown for permanent lateral restraint f webs shall hame bracing installed per BC I sections 63, B7 or B10asapplicatsle. Apply plates to each face, of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buuildl1ng omponents Group Inc shall not be respponsible for any deviation from this drawing arty failure to build the truss in conformance with AN51f 1 1 1, or for handlln j shipping, Installatidn and bracing of trussesA seal on thin drawin or cover page , listing this drawing indicates acceptance of pro) engineeringg responsibilitty solely for the des i n shown. The suitabilityanduseofthisdrawingforanystructureistheresponsibilityoftheBuildingDesigiSerperANSI(TPI 1 W.2. For more information see this job's oeneral notes oaae and these web sites. ALPINE: www.alomeitw.com: TPI www.tomst ore SBCA. www.sbcindustrv.com: [CC : www.iccsaf iW C(1-- 13723 Riverpon Drive Suite 200 Maryland Heights, MO 6304: Job Nuanber: N333706 Ply: 1 W FL / N FL / TEENBLDR Qty 1 Truss Label: A6 SEQN: 50186 / T6 / HIPS Cust RR8975 JRef: 1W8V89750110 FROM. RWM DrwNo: 059.18.1233.05905 SN / WHK 02/28/2018 77 11 77'11 10'8" 19'4„ 3'0"5 8181, r 6X6 '_' 6X6 D E 22'6" 1 30' 37,1 7'5"15 1'4 7.9'7 779 779 3'1"7 4'8" 1'4" 7'9" 7 15, 227 9 25'4" 30' Loading Criteria (psf) Wind Criteria Snow Criteria (P9,Pf In PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT NA, PP Deflection in loc L/defl L/# hoc R / U / Rw ! Rh / RL / W TCDL 17.00 Speed: 150 mph Pf: NA Ce: NA VERT(LL): 0.051 C 999 360 g 1340 / 237 / 936 / - / 222 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs NA VERT(TL): 0.199 C 999 240 1 1524 / 245 / 945 / - ! - / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.024 1 - - G 340 / 106 / 272 / - / - / 8.0 Des Ld 47.00 EXP: C Mean Height: 15.00 ft HORZ(TL 0.057 1 Wind reactions based on MWFRS NCBCLL: 10.00 TCDL 4.2 sfp Code / Misc Criteria Creep Factor: 2.0 B Min Br Width Re 1.99q = Soffit0.00 i BCDL: 5.0 Bldg Code: FBC 6th.ed 201f Max TC CSI: 0.961 1 Min Big Width Req = 2.1 Load Duration: 1.25 psf MWFRS Parallel Dist: h to 2h TPI Std: 2014 Max BC CSI: 0.857 G Min Brg Width Req = 1.5 Bearings B, I, & G are a rigid surface. Spacing: 24.0 " pgC&C Dist a: 3.00 fl Rep Factors Used: Yes Max Web CSI: 0.758 Bearings B, I, & G require a seat plate. ft Loc. from endwall: not in 9.00 O ( ) FT/RT.20 0 /10 0 GCpi: 0.18 Plate Types): Members not listed have forces less than 375# Wind Duration 1.60 1 WAVE VIEW Ver 17.02 OtA.1115.21 Maximum Top Chord Forces Per Ply (Ibs) Lumber Chords Tens.Comp. Chords Tens. Comp. Value Set: 13B (Effective 6/l /2013) B - C 760 - 2078 E - F 510 - 1002 Top chord 2x4 SP #1 33 2x4 SP #2 N: C - D 860 - 1974 F - G 385 -74 Bot chord 2x4 SP #2 N D - E 611 - 1313 Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. S 44 4 leee 1. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens, Comp. B - L 1757 - 532 K - J 1055 - 286 L - K 1451 - 398 J - 1 812 - 232 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens, Comp. L- D 601 -255 J -F 511 -151 K - E 448 -121 F - 1 602 - 1685 E - J 179 - 485 J / i f pppflp ,+,. a jet C.` 0 278 p1fE*i! AL R41$1 ,ttil1000 0 02/ 28/2018 WARNING -- READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS t require extreme care in fabricating, handlin shipping, installing.and bracing. Refer to and follow the latest edition of BCSI (Building oent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary er BCSI._ Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom hord shall have a pro erly cprlgid ceilln9 Locations shown for ermanent lateral restraint of webs shall have bracin insggalled per BC I sections B3, B7 or 10 re. Apply plates to each face_ ofptruss and position as shown above and on the Joinf9Details, unless noted otherwise. Refer to Is 160A-Z for standard plate positions. a division of ITW Btaildinl omponents Group Inc. shall not be responsible for any deviation from this drawing anv failure to build the cgnformance with ANSIn 1 1, or for handlin shipping, installation and bracing of.trussesA seal on this drawin or cover pagqe , hisdrawingindicatesacceptanceofproessronalqenineerin9responsibilittyvsolelyforthedesinshovn. The suifabtlity eofthisdrawingforanystructureistheresponsibilityoftheBuildingDesrgrferperANSI/TPI 1 S$c.2. information see this job's general notes page and these web sites. ALPINE: www.alpineirw.com. TPI: www. tpinst.or2, SBCA: www.sbcindustry.com, ICC: www.iccsal ALPINE NE13723 Riverport Drive Suite 200 Maryland Heights, MO 6304 Ply: 1 i SEQN: 50187 / T5 / HIPS Cust R R8975 JRef: 1 W8V89750110 Qty: 1 FROM: RWM DrwNo: 059.18.1233,05514 SN / WHK 02128/2018 Job Number: N333706 W FL / N FL / TEENBLDR Truss Label: A7 4'6" 4'6" 1'4" 9' 9, Loading Criteria tpsh ; Wind Criteria 9' 4'6" TCLL 2000 Wind Std: ASCE 7-10 TCDL: 17.00 Speed: 150 mph BCLL 000 Enclosure: Closed BCDL 10.00 Risk Category: II EXP: C DDes Ld 4760Des Mean Height: 15.00 ft 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 GCpi: 0.18 Wind Duration 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bat chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C mernber design. 15, 6' 21' 25'6" 30' 6, 4,6., 4,6„ 6X6 2X4 6X6 D E F 30' 6' 6' 9' V4" 15' 21 30 Snow Criteria (Pg,Pf in PSF) , Defl/CSI Criteria Maximum Reactions (Ibs) Pg NA Ct. NA CAT NA! PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W Pf: NA Ce NA VERT(LL): 0.121 E 999 360 ',' g 1572 / 45$ ! 1063! - / 194 8.0 Lu: NA Cs: NA VERT(TL): 0.461 E 999 240 H 1572 / 458 / 1063/ - /- 8.0 Snow Duration: NA HORZ(LL) 0 039 J Wind reactions based on MWFRS HORZ(TL): 0 093 J B Min Big Width Req = 1.9 Code / Misc Criteria Creep Factor 2 0 H Min Big Width Req = 1,9 Bldg Code FBC 6th ed 2017 Max TC CSI: 0 556 Bearings B & H are a rigid surface. TPI Std: 2014 Max BC CSI: 0 652 Bearings B & H require a seat plate. Rep Factors Used: Yes Max Web CSI: 0220 FT/RT:20(0)!10(0) Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE VIEW Ver 17.02.01A.1115 21 - -- B - C 1023 - 2709 E - F 1018 - 2455 C - D 915 - 2363 F - G 915 -2363 D - E 1018 - 2455 G - H 1023 -2709 Q ATE Sit 40278 r i._aNA1 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - L 2364 - 801 K - J 2057 - 649 L - K 2057 - 615 J - H 2364 - 834 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp, Webs Tens. Camp D - L 405 - 75 E - K 233 - 490 D - K 496 - 218 F - J 405 - 75 K- F 4% -218 02/ 28/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions Installers shall provide temporary bracin per BCSI Unless noted otherwise.top chord shall have properly attached structural sheathing and bottom hord shall have a properly attached rigid ceding Locations shown for permanent lateral restraint of webs shall have bracin msiailed per BC I sections B3, 87 or B10, asapplicableApplyplatestoeachfaceotrussandpositionasshownaboveandontheJoinDetails, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for anv deviation from this dr win an failure to build the lsealonthisdrawirforcoverpager for the desi n shov n. The suitability ANSIlTPI 1 S-c.2. nrv+ rn•mmannr 13723 Riverport Drive Suite 200 Maryland Heights, MO 6304: rawmg for any structure is the respoi this iob's oeneral notes oaoe and these web sites www. aloineitw. Com. TPI. Job Number: N333706 _........._ Ply 1 W FL / N FL / TEENBLDR Qty: 1 Truss Label: A8 _... ,., ,... SEQN 50188 / T3 / HIPS Cust RR8975 JRef IW8V89750110 FROM: RWM DrroNo 059 18 1233 06451 SN 1 WHK _ 02/28/2018 4'6" 1 8181, 15, 4'6"1 4'1"15 6'4" 6X6 2X4 D E 21'4" 25'2"4 30' 64 310 4 4'9"12 6X6 F 4X4 =5X8 4X4 2X4 4A4t„4t 1 25'4" .-.__ 4 8 1'4" 8'8" 6'4" 64" 4' 4'8.. 1'4" 8'8" 15, 21,4„ 25'4" 30' Loading Criteria (psf) „ Wind Criteria Snow Criteria (Pg.Pf in PSF) • Defl/CSI Criteria Maximum Reactions (ibs) TCLL: 20,00 Wind Sid. ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl I-/# Loc R / U Rw / Rh t RL / W TCDL: 17.00 Speed: 150 mph Pf: NA Ce: NA VERT(LL): 0.065 E 999 360 B 1294 / 380 / 904 /- / 189 / 8 0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.254 E 999 240 J 1829 / 516 / 1086/ - / 8.0 BGDL: 10.00 Risk Category: II Snow Duration: NA ! HORZ(LL) 0.021 K - - H 168 / 143 / 155 /- 1- / 8.0 Des Ld 47 00 EXP C HORZ(TL) 0.051 K Wind reactions based on MWFRS NCBCLL. 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor 2.0 B Min Brg Width Req = 1.8 Soffit: 0.00 TCDL: 4.2 psf BCDL: 5.0 psfP Bldg Code: FBC 6th.ed 2017 Max TC CSI: 0.620 J Min Brg Width Req = 2 5 Load Duration: 1 25 MWFRS Parallel Dist: h/2 to h TPI Sid: 2014 Max BC CSI 0,865 H Min Brg Width Req = 1.5 Bearings B, J, & H are rigid surface S acin : 24.0 " P 9 C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0,553 Bearings B, J, & H require a seat plate. Loc, from endwall. not in 9.00 ft FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): Members not listed have forces less than 375# Wind Duration 1.60 LAVE I VIEW Ver 17 02 01A 1115 21 Maximum Top Chord Forces Per Ply (Ibs) Lumber Chords Tens.Comp Chords Tens. Comp. Value Set: 13B (Effective 6/1/2013) B - C 813 - 2105 E - F 718 - 1607 Top chord 2x4 SP #2 N C - D 715 -1779 F - G 379 - 855 Bot chord 2x4 SIP #2 N D - E 718 -1607 G - H 717 - 228 Webs 2x4 SIP #3 Lumber value set "1313" uses design values Maximum Bat Chord Forces Per Ply (Ibs) approved 1/30/2013 by ALSC Chords Tens.Comp. Chords Tens Comp Wind B - M 1825 -613 K - J 307 -538 Wind loads based on MWFRS with additional C&C M - L 1538 -440 J - H 329 -594 member design. L - K 707 - 159 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. tllfllllyt N D - M 398 - 80 F - K 265 - 655 s " ," t+'!p E - L 255 - 535 K - G 1452 - 494 L - F 1088 -416 G - J 663 - 1707 p t * r • R y tATE Rai -. tVR`" 0"A* 1 wr+G+su utt v`' 02/28/2018 WARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS isses require extreme care in fabricating, handling shipping. installing and bracing.Refer to and follow the latest edition of BCSI (BuildingmponentSafetyInformation, by TPI and SBCA) handling, safety practices prior to performing these functions Installers shall provide temporary icin per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom hoed shall hav a properly achud rigid ceilin Locations shown for ermanent lateral restraint of webs shall have bracin installed per BGI sections 63,7 or 810, applicable App y Oates to each face. ortrussand position as shown above and on the Join Details, unless note otherwise. Refer to ALPINE swings160A-Z for standard plate positions. line, a division of ITW B iidSn Componfents Group Inc shall not be responsible for any deviation from this drawing an failure to build the ss in conformance with lNSI1 PI 1. or or handling, shipping, installation and bracing of,trussesA eal on this dr wiXg or over pa e , , 13723 Riverpon Drive inthisdrawing,indicates acceptance of pror'essiona.1 en ineerinq res onsibihttyy sole) for the design shown, orhe suitgabili Susie 200 duseofthisawingforanystructureisfheresponsibillt?of the Building Desigrfer per1ANSIrrPI 1 Seo.2, more information see this lob's General notes oaae and these web sites. ALPINE: www.alrimettw.com: TPi: www.tpinst orq. SBCA. www.sbcmdustry com, ICC www.iccsafe orq Maryland Heights. MO 6304: Job Nuinber: N333706 Ply I W FL / N FL I TEENBLDR oty I Truss Label: A9G SEQN 50189 / T18 / HIPS Cust RR8975 iRef: IW8V897501 10 FROM RV4M DrwNo 059 18 1233 04936 SN / WHK 02/2812018 I 7' 12'3"7 17'6"13 23' 7' 5'3"7 53"7 5'5"3 6X6 2X4 4X4 6X6 C D T2 E F 30, 7' 30' "1 6' 10"4 56" 15 5-3-7 610"4 1'4" 6'1 O'A 12'37 17'10"5 23'1"12 30' v Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL. 20.00 Wind Std ASCE 7-10 Fig NA Ct NA CAT. NA, PIP Deflection in loc L/defl L/# Loc R / U-- I Rw- I Rh / RL W TCDL: 17.00 Speed: 150 mph Pf NA Ce: NA VERT(LL)i 0.208 D 999 360 B 3046 1875 8,0 BCLLi 0,00 Enclosure: Closed I-Lv NA Cs: NA VERT(TL): 0.805 D 704 240 G 3048 / 876 0 BCDL: 10,00 Risk Category, 11 Snow Duration NA HORZ(LL) 0 057 1 - Wind reactions based on MWFRS Des Ld: 47,00 EXP C 4 HORZ(TL): 0,138 1 B Min Brg Width Req = 3 6 NCBCLL 0.00 Mean Height 15.00 ft I Code / Misc Criteria 1! Creep Factor: 2,0 i G Min Brg Width Req = 3,6 Soffit 10 00 TCDL: 4.2 psf Bldg Code FBC 6th.ed 201 Max TC CSI. 0,578 Bearings B & G are a rigid surface Load Duration: 125 BCDL 5 0 psf MWFRS Parallel Dist 0 to h/2 TPI Std 2014 Max BCCSI. 0.575 Bearings B & G require a seat plate. Spacing: 24.0 C&C Dist a: 3.00 ft Rep Factors Used: No Max Web CSI: 0.834 Members not listed have forces less than 375# Loc. from endwall NA FT/RT 20(0)110(0) Maximum Top Chord Forces Per Ply (Ibs) GCpii 0,18 Plate Type(s). 4 Chords Tens.Comp. Chords Tens, Comp. i Wind Duration: 1 60 WAVE, HS VIEWVer: 17.02.01A,1115.21 Lumber B- C 1701 -6046 E - F 1978 -7115 C- D 1995 -7165 F - G 1702 -6050 Value Set 13B (Effective 6/1/2013) D - E 1994 -7 1 62 Top chord 2x4 SIP 2400f-2.OE 32 2x6 SP SS Bot chord 2x6 SP SS Maximum Bot Chord Forces Per Ply (Ibs) Webs2x4SP #3 Chords Tens.Comp. Chords Tens. Comp Lumber value set "It 38" uses design values approved 1/30/2013 by ALSC 6 - L 5348 -1486 J - 1 5318 -1484 L - K 5314 -1482 I-G 5352 -1487 Loading K-J 7193 -2015 1 hip supports 7-0-0 jacks with no webs. Maximum Web Forces Per Ply (Ibs) Wind Webs Tens.Comp. Webs Tens. Comp Wind loads and reactions based on MWFRS L- C 785 -83 E - J 440 -927 it" UM4 C-K 2190 -606 J - F 2144 -589 F1 D-K 437 -910 F-I 782 -83 lot 4 ATE 4 0 R\V 0 278 02/ 28/2018 WARNING— READ AND FOLLOW ALL -NOTIES ONTHISDRAWING! IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatino, h dl In stalling and bracing. Refer to and follow the latest edition of SCSI (Building I Componentn p jac per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom Nord shall have a properly attach as apicae. App y plates to each face of truss and poslGon as shown above and on the Jolnf Details, unless noted otherwise. Refer to drawings n Alpine. a division of ITW B Id C ments Group In, shall not be responsible for any deviation from this drawin any failure to build the ALPINE IN/010T,por for handlin I installation andbracing of trussesA seal on this dr wing or cove, pa e truss inconformancewithsippin?, c sting thisdrawing, Indicates acceptance of go ess ona ineeri responsibility solely for the desi n shoy7n. The ability 13723 Riverporl Drive and use of this jawing for any structure is e responsibiliv of the Building Desigifer per ANSIfTPI 1 S%c.2. Suite 200 For more information see this job's general notes page and these web sites ALPINE www alpineaw,com. TPI www toinst oro. SEICA www sbcjndustry com. ICC www iccsafe oro Maryland Heights, MO 6304: Job Nwnber: N333706 W FL / N FL / TEENBLDR Truss Label: A10G Ply 1 SEQN 50190 / Tt1 / HIPS Cust RR8975 JRef 1W8V89750110 Qty. i '..... FROM: RWM', DrwNo. 059 18 1233 04921 SN / WHK 02/28/2018 68" 15, 23'4" 30' 6.81, 8'4" 8A" 68„ 1'4" 6'6"4 T 6'6"4 Loading Criteria (psf) Wind Criteria TCLL: 2000 Wind Std: ASCE 7-10 TCDL: 17.00 Speed: 150 mph BCLL 0,00 Enclosure: Closed BCDL: 10,00 Risk Category: II EXP: C Des Ld 47,00 Mean Height: 15.00 it NCBCLL 10.00 TCDL: 4.2 psf Soffit: 0.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3,00 It Loc. from endwall: not in 72.00 ft GCpi: 0,18 Wind Duration: 1.60 Lumber Value Set: 138 (Effective 6/1/2013) Top chord 2x6 SP #2 N :T1 2x4 SP #2 N: T4 2x4 SP #1: Bot chord 2x4 SP #2 N Webs 2x4 SP #3 :W2. W4 2x4 SP #2 N: Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Bracing a) 1X4 #3SRB or better continuous lateral restraint to be equally spaced. Attach with (2) 8d Box or Gun nails(0.113"x2.5",min.). Restraint material to be supplied and attached at both ends to a suitable support by erection contractor_ a) or scab reinforcement may be used in lieu of CLR restraint. substitute (1) scab for (1) CLR and (2) scabs for (2) CLR'S where shown. Scab reinforcement to be same size, species, grade, and 80% length of web member. Attach with 0.1280" gun nails Q 6" oc. Special Loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 78 plf at -1.33 to 78 plf at 20.06 TC: From 39 plf at 20.06 to 39 plf at 23.33 TC From 78 plf at 23.33 to 78 pif at 31,33 BC: From 20 pif at 0.00 to 20 plf at 20.06 BC: From 10 plf at 20.06 to 10 plf at 21.27 BC: From 20 plf at 21.27 to 20 plf at 30.00 TC: 75 lb Conc Load at 23.33 BC 75 lb Conc. Load at 23.33 254" 8'5" 12 8'5" 12 15, 23'5" 12 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct. NA CAT N/ PE 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 Def /CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0 088 D 999 360 VERT(TL) 0 344 D 999 240 HORZ(LL): 0023 C - - HORZ(TL) 0 055 C Creep Factor 2.0 Max TC CSI 0 711 Max BC CSI 0 996 Max Web CSI: 0.929 VIEW Ver: 17,02.01A. 11 15.21 Wind Wind loads based on MWFRS with additional C&C member design. ATE e. fj 02/28/2018 r 4'8" i'10"4 4'8" 1'4" ; 25'4" 30' Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1298 / 392 / 882 1- 1155 / 8.0 H 1765 /461 /1047/- /- /80 F 234 / 145 / 197 /- /- 1 8 0 Wind reactions based on MWFRS B Min Big Width Req = 1.8 H Min Brg Width Req = 2.5 F Min Brg Width Req = 1.5 Bearings B, H, & F are a rigid surface. Bearings B, H, & 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 811 - 2095 D - E 963 - 2224 C - D 963 - 2224 E - F 800 - 222 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - K 1795 - 586 1 - H 391 - 109 K - J 1788 - 586 H - F 304 - 637 J-1 385 -112 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - J 467 - 263 D - J 362 - 723 J - E 1996 - 768 E - H 637 - 1869 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingg h anndling9 shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety information, byY TPI and St3CA) fb safety practices prior to performing these functions Installers shall provide temporary bracin per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attach d riggid cellin Locations shown forpermanent lateral restraint Z1f webs shall have bracingInstalled per BCSI sections B3, B7 or 810 as applicable Applgy Oates to each face or truss and position as shown above and on the JolnfDetails, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Build omponents Group In shall not be responsible for any deviation from this drawin any failure to build the truss In conformance with ANSI/1 11, or for handlings ipping, Installation and bracing of trussesA seal on this dr wing or cover page , listing this draw' indicates acceptance of prolesstonar een ineeringg responsibilittyv solely or the des i n shovTn. The suitability anduseofthis rawing for any structure is the responsibility of the Building DesigrSer per ANSI(TPI 1 S2c.2. For more information see this iob's aeneral notes oaoe and these web sites. ALPINE. www.aloineitw com. TPIwww.tomst oro: SBCA www.sbcmduslry com: ICC. www.iccsal A IPL NE 1WCOW- 13723 Rivelport Drive Suite 200 Maryland Heights, MO 6304: Job Number: N333706 Ply: 1 SEQN: 50191 / T10 / SPEC Cust R R8975 JRef 1 W8V89750110 W FL / N FL t TEENBLDR City 3 FROM RWM DrwNo: 059.18.1233.06969 Truss Label: 61 KD / WHK 02/28/2018 Loading Criteria (psf) TCLL 2000. TCDL 1700 BCLL 000 BCDL: 1000 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. 15.00 It TCDL 4.2 psf BCDL: 5 0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a 3 00 ft Loc from endwall not in 4 50 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 #1 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. 10, 14`8" 1 1 4'8"11 4'8"11 04D 19'11" 10, 10' 19'11" 57 5 Snow Criteria (Pg,Pf in PSF) I DeN/CSI Criteria I Maximum Reactions (Ibs) Pg. NA Ct NA CAT: NA' PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W Pf NA Ce: NA VERT(LL): 0.039 G 999 360, B 1083 ! 314 / 758 / - 1193 8.0 Lu NA Cs: NA VERT(TL): 0.148 G 999 2401 F 970 / 271 / 643 ! - ! - 7.0 Snow Duration NA HORZ(LL) 0.015 G - - Wind reactions based on MWFRS HORZ(TL): 0.037 G B Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor: 2.0 F Min Brg Width Req = 1.5 Bldg Code: FBC 6th.ed 2011 Max TC CSI: 0,341 Bearings B & F are a rigid surface TPI Slid 2014 Max BC CSI: 0,754 Bearings B & F require a seat plate. Rep Factors Used: Yes Max Web CSI: 0.254 Members not listed have forces less than 375# FTlRT:20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE VIEW Vec 17 02.02A.1213 21 B -C 580 -1616 D -E 481 -1202 C-D 459 -1201 E -F 600 -1617 1, 4 ! R* aNAI. y 0 278 1. 02/28/201802/28/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - G 1384 -461 G - F 1386 - 457 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. Webs Tens Comp C - G 244 - 436 G - E 247 - 438 D - G 662 - 223 WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT`" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, hand ling, shipping instaIII ng,and bracing. Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted otherwise,top chord shall have properlyy attached structural sheathincctt and bottom ghord shall have a properly aid cedingg. Locations shown for Aermanent lateral restraint Of webs shall have braacln installed p r BCSI s cUons 83, 67 or 810, sle. ADoT plates to each face ofptruss and oositlon as shown above and on the Joint9Details. Lin ess note( otherwise. Refer to Alpine, a division of ITW Buiidin Components Group Inc. shall not be responsible for any deviation from this drawin anv failure to build the truss in conformance with ANSI PI 1, or for handlin shippinqg, Installation and bracing of trussesA Seal on this dr, wing or aver page . listingthisdrawinindicatesacceptanceofpro) esslonar en ineerin res onslbility sole) for the deli n shown. he suifablli andseofthisueawingforanystructureistheresponsibilitofthewildingDesigrSerpePANSI/TPI 1 S, c.2. ty For more information see this lob's general notes page and these web sites: ALPINE: www.alpmeaw.com: TPI: www.tpinstorg: SBCA: www.sbandustry.com. ICC. www.iccsaf K 3r= e m M-ANY 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 rJobNw bel. N333706 Ply: 1 FL / TEENBLDR Oly 1 bel: B2 SEON: 50192 / T16 / COMN Cust R R8975 JRef 1 W8V89750110 FROM RWM DrwNo: 059 18 123306968 KD / WHK 02/28/2018 Loading Criteria (psf) TCLL 20.00 TCDL: 17,00 BCLL. 0,00 BCDL: 10,00 Des Ld: 47,00 NCBCLL: 10.00 Soffit: 0,00 Load Duration: 1.25 Spacing: 24.0 " 5'9"3 10, 147' 13 5'9"3 47"13 4.2.'13 I— 1 A„ Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: u EXP:C Mean Height: 15.00It TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwail Any GCpi. 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/112013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set " 136" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. 04D 20' 10, 10, 10 20' 20' 5'9"3 IA" , Snow Criteria (Pg,Pf In PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct NA CAT NAI PP Deflection in loc L/defl L/# ; Loc R / U / Rw / Rh / RL / W Pf: NA Ce NA VERT(LL): 0.039 H 999 360 B 1083 / 313 / 759 / - 1211 0 Lu NA Cs: NA VERT(TL). 0.146 H 999 240 F 1083 ! 313 ( 759 / - 8.0 Snow Duration. NA HORZ(LL): 0.015 H Wind reactions based on MWFRS HORZ(TL) 0.036 H I B Min Brg Width Req = 1,5 Code I Misc Criteria Creep Factor: 2.0 F Min Brg Width Req = 1.5 Bldg Code. FBC 6th.ed 2017 Max TC CSI: 0.388 Bearings B & F are a rigid surface. TPI Sid: 2014 Max BC CSI: 0,767 Bearings B & F require a seat plate. Rep Factors Used: Yes Max Web CSI: 0,266 FT/RT20(0}!10(0) Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s). Chords Tens.Comp. Chords Tens, Comp. WAVE VIEW Ver 17 02 02A.1213 21 _....._ B - C 938 - 1586 D - E 790 - 1192 C - D 790 - 1192 E - F 938 - 1586 ATE dA R eR Ori•w y., 0 278 wtart+tau utt M 02/28/2018 Maximum Bat Chord Forces Per Ply (Ibs) Chords Tens.Comp, Chords Tens. Comp. B - H 1350 - 687 H - F 1350 - 704 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp Webs Tens. Comp. C - H 398 - 425 H - E 398 - 425 D - H 698 - 393 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS isses req Ire extreme care in fabricatin , handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingmponenNafetyInformation, byY TPI an SBCA) fbr sarPety practices prior to performing these functions Installers shall provide temporary Icing per BCSi., Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a progefiy ached ngld celhn9g Locations shown forpermanent lateral restraint of webs shall have bracingg Installed per BC I sections B3, l37 or B10 applicable. Appply lates to each face_ oftrussand position as shown above and on the Join f Details, unless noted otherwise. Refer to wings 160A- Z fbr standard plate positions iine, a division of ITW Build ln omponentsGroup Inc shall not be respponsible for any deviation from this drawing anv failure to build the ss m conformance with ANSI/ 11, or for handlin shipping. InstallatiS n and bracln of trussesA seal on this drawing or cover pa ing this drawing indicates acceptance of pro'esslonaf la ineering responsibiliri solely for the desi n shown. The suifability d useofthisdrawingforanystructureistheresponsibilitoftheBuildingDesigrferperANSI/TPI 1 S c.2. more information see this job's General notes oaoe and these web sites-. ALPINE. www. alomeitw.com: TPI wwwtoinst ora, SBCA: www. sbcindustrv.com. ICC. www.icesaf 9 1 K = w;•x.ccw, w 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Nuinber: N333706 W FL / N FL I TEENBLDR Truss Label: B3GE Ply 1 SEON 50193 / 11 1 GABL Cust RR8975JRef 1W8VB9750110 Oty 1 FROM MTV DrwNo 059 18 1233 06967 KD / WHK 02/28/2018 IA 10* 20' 10* 10' 42' — TYPI 4X4 FLoading Criteria (psf) Wind Criteria TCLL 20.00 'WindStd ASCE7-10 TCDL 17,00 Speed: 150 mph BCLL 0.00 Enclosure: Closed BCDL 10.00 Risk Category: 11 EXP: C Des Ld 4700 Mean Height: 15.00 It NCBCI-L. 10,00 TCDL4.2 psf Soffit 0.00 BCDL: 5 0 psf Load Duration 1125 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 C&C Dist a: 3.00 ft Loc. from endwalL Any GCpi: 0,18 Wind Duration: 1, 60 Lumber Value Set: 13B ( Effective 6/112013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP 93 Lumber value set " 1313" uses design values approved 1/30/ 2013 by ALSC Plating Notes All plates are 2X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design Additional Notes See DWGS A16015ENC101014 & GBLLETIN1014 for gable wind bracing and other requirements. 20' 20' 20' 1' 4" — Snow Criteria (Pg Pf in PSF) Defl/CSI Criteria A Maximum Reactions (lbs), or *=PLF Pg NA Ct: NA CAT. NA PP Deflection in loc L/defl L/# Loc R / U / Rw I -Rh / RL / W Pf. NA Ce NA VERT(LL) 0.002 R 999 360 j- 108 / 31 /65 /- / 11 /240 Lu NA Cs NA VERT(TL) 0009 R 999 240 Wind reactions based on MWFRS Snow Duration. NA HORZ(LL) -0.002 E - - J Min Erg Width Req = - HORZ(TL) 0. 003 E Bearing B is a rigid surface Code / Misc Criteria Creep Factor 2.0 Bldg Code: FBC 6th.ed 2011 Max TC CSI. 0.214 Members not listed have forces less than 375# TPI Std: 2014 Max BC CSI 0128 Rep Factors Used: Yes Max Web CSI: 0.062 FT/RT:20( 0)/10(0) Plate Type(s) i WAVE VIEW Vec 17.02.02A. 1213,21 7- I 'F' qw. 0 27 ONA. 02/28/2018 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, h dl h nstalling and bracing. Refer to and follow the latest edition of BCSI (Building I'n MComponentSafetyInformation, by TPI an SBCA) & 's.'Fe nl?iactices prior to performing these functions. Installers shall provide temporary bracin e1r.BCSI( Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom ghord shall hav%a pro erly attachgTrad ceiling LocationsshownforpermanentlateralrestraintofwebsshallhavebrIcinpinsidledperBCIsectionsB3, 7 or 910, as applica e. Apply I I p y platestoeachfaceotrussandpositionasshownaboveandontheJointDetails, unless noted otherwise Refer to drawings 16OA-Z for standard plate positions. Alpine, a division of ITW BXildVoomponents Group Inc. shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with N 11 1 1, or for handlia shippinp, installation and bracing of trussesA 5eal on this drUing or cover pa sting this drawingindicatesacceptanceofpro) essiona engineering responsibility solely for the design shown. The suitability listing ? gmeerm anduseothisrawingforanystructureistheresponsibilityoftheguildingDesigrierperANSIITPI15-6c.2. For more information see this rob's oeneral notes oaae and these web sites ALPINE www.aloineitw.com. TPI wwwtomstora.SBCA www,sbandustrvcom,ICC wwwiccsal ALPINE 2400 Lake Orange Dr, Suite 150 Orlando FL, 32837 Job Ntgnber: N333706 Ply 1 W FL / N FL / TEENBLDR Qty i Truss Label: CiG SEQN: 50194 / T15 / HIPS ' Cust RR8975 JRef iW8V89750110 FROM RWM DrwNo 059.18 1233.08014 KM / DF 02/28/2018 6' 6' 10, 4 5C5 T2 `5D 16' _ 16' 6 5'10"4 4'1"12 6' 5' 10"4 10, 16' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 20,00 Wind Std: ASCE 7-10 Pg: NA Gt: NA CAT: NAI, PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL W TCDL 1700 Speed 150 mph Pf NA Ce NA VERT(LL): 0.053 G 999 360 g 1555 / 440 8.0 BCLL 000 Enclosure: Closed Lu. NA Cs: NA VERT(TL): 0,199 G 999 240 E 1440 / 383 8 0 BCDL. 10,00 Risk Category II Snow Duration NA I HORZ(LL): 0.018 F - - Wind reactions based on MWFRS Des Ld 4700 EXP: G I HORZ(TL): 0.042 F B Min Brg Width Req = 22 NCBCLL. 10 00 Mean Height 15.00 It TCDL 4.2 psf Code / Misc Criteria Creep Factor: 2.0 E Min Brg Width Req = 2 0 Soffit: 0.00 gCDL 55psf sfBldg Code: FBC 6th.ed 2011 Max TC CSI: 0 579 Bearings B & E are a rigid surface Load Duration: 1 25 MWFRS Parallel Dist: 0 to h/2 TPI Sid- 2014 Max BC GSI: 0.682 Bearings B & E require a seat plate. Spacing 24,0 " C&C Dist a: 3.00 It Rep Factors Used: Yes Max Web CSI: 0,218 Members not listed have forces less than 375# Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GC is 0.18 PPlate T e s : YPI Chords Tens Comp. Chords Tens. Comp Wind Duration 1.60 WAVE VIEW Ver 17 02 02A.1213 21 Lumber B - C 725 - 2733 D - E 734 - 2745 C - D 622 - 2395 Value Set: 13B (Effective 611/2013) Top chord 2x4 SP #2 N T2 2x6 SP #2 W Bot chord 2x6 SP #2 N Webs 2x4 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 78 plf at -1.33 to 78 plf at 6,00 TC: From 39 plf at 6,00 to 39 pif at 10.00 TC: From 78 plf at 10-00 to 78 plf at 16,00 BC: From 20 plf at 0,00 to 20 plf at 6,03 BC: From 10 pif at 6.03 to 10 plf at 9,97 BC: From 20 pif at 9.97 to 20 plf at 16,00 TC: 198 lb Conc Load at 6.06, 8.00, 9.94 BC: 407 lb Conc Load at 6,03. 9,97 BC: 114 Ib Cone. Load at 8.00 Wind Wind loads and reactions based on MWFRS. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - G 2382 - 613 F - E 2395 - 622 G - F 2354 - 613 Maximum Web Forces Per Ply (Ibs) Webs Tens. Comp. Webs Tens. Comp. G- C 547 -11 D -F 572 -18 o. btf4 w w * ! f tt ATE • C A w•wwswwww 40278 t Y ry 02/ 28/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingg shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI and SBCA) handling, safety practices prior to performing these functions Installers shall provide temporary bracing per SCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a properly attached nmid ceilin Locations shown for permanent lateral restraint of webs shall have bracln installed per BC I sections B3, B7 or B10 as appllca a Applgy Oates to each face o truss and position as shown above and on the Join Details, unless noted otherwise. Refer to' drawings 16OA-Z for standard plate positions. Alpine. a division of ITW Buildlns5tt CCompon nts Group Inc shall not be responsible for any deviation from this drawin any failure to build the truss In conformance with ANVI/TPI 1, or for handlin jshipping, Installation and bracing of,trussesA Seal on this drawing or cover page, listingthisdrawingindicatesacceptanceofprofessionalqenineerin responsibility solely or the des i n shown. The suitability and use of this drawing for any structure is the responsibi igof the uilding Desigrfer per ANSIn 1 S c.2. or more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI www.tpinst orq SBCA. www.sbcindustrv.com. ICC: www.icesafe AL NEhn 4rncouawe 2400 Lake Orange Dr, Suite 150 Orlando FL, 32837 Job Ntkmber: N333706 W Ply 1 SEQN 50195 / T24 /VAL Cust RR8975 JReL lW8V89750110 W FL / N FL / TEENBLDR Qty 1 FROM RWM DrwNo 059 18 1233,05061 Truss Label: V4 SN / WHK 02/2812018 Loading Criteria (psf) TCLL: 20,00 TCDL 17.00 BCLL: 0.00 BCDL 10.00 Des Ld: 47.00 NCBCLL 10.00 Soffit 0,00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std. ASCE 7- 10 Speed:150 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 It TCDL 4.2 psf BCDL 5.0 psf MWFRS Parallel Dist: h/ 2 to h C&C Dist a: 3,00 It Loc. from endwall: not in 9.00 ft GCpi 0.18 Wind Duration: 1.60 Lumber Value Set: 13B ( Effective 6/1/2013) Top chord 2x4 SP # 2 N Bot chord 2x4 SP # 2 N Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Valley truss connection to truss below shall be designed and furnished by others . 2' 2' 4' 4' 4' Snow Criteria ( Pg, Pf m 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/RT20(0)/10( 0) Plate Type(s): WAVE 4' 2' Defl/ CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.004 999 360 VERT(TL) 0 016 999 240 HORZ(LL) -0 002 - - HORZ(TL) 0 004 Creep Factor: 2.0 Max TC CSI 0 093 Max BC CSI 0. 137 Max Web CSI: 0, 000 VIEW Ver: 17.02. 01A.1115.21 00 . S 0 VV `. I • ATE •. fit Q RO G 0 278 -`tj' t} 02/28/2018 Maximum Reactions (lbs), or *= PLF Loc R /U /Rw / Rh /RL /W D* 97 /17 /46 /- / 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 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 SBGA) foi safety practices prior to performing these functions Installers shall provide temporary bracln per BCSI _Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom hord shall have a properly attach d rigid celhn9 Locations shown for permanent latt rat restraint of webs shall have bracm99 installed per BC I sections B3, B7 or 610 as applicable. Apply platestoeachfaceoftrussandpositionasshownaboveandontheJoiniDetails, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW B ildinhComponents Group Inc.shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANS11 PI 1, or for handling, shipping, installation and bracing of,trussesA seal on this driwirtg or cover page , listing this drawing indicates acceptance of proiessionaf en ineering responsibility solely for the des! n shown. The suitabfhty and use of this rowing for any structure is a responsibilit}of the Building Designer per ANSIlTPI 1 S%c.2. For more information see this lob's general notes bane and these web sites: ALPINE: www.alaineitw.com. TPI www.toinst.ora SBCA: w sbondustrv.com: ICC: w iccsaf ALPINE nn ttw; _FaH. 13723 Riverport Drive Suite 200 Maryland Heights, MO 6304: rVWobNujnber: N333706 FLt N FL/ TEENBLDR russ Label: V8 Loading Criteria (psf) TC L L: 20.00 TCDL 1700 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: it EXP: C Mean Height: 15.00 ft TCDL 42 psf BCDL 5 0 psf MWFRS Parallel Dist: h/2 to In C& C Dist a: 3.00 ft Loc. from endwall: not in 9,00 It GCpi: 0,18 Wind Duration: 1.60 Lumber Value Set. 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Valley truss connection to truss below shall be designed and furnished by others Ply 1 SEQN: 50196 1 T28 / VAL Cush. R R8975 JRef: 1 W8V89750110 Qty 1 FROM RWM DiwNo 059 18 1233 06826 SN / WHK 02/28/2018 4' 8' 4' _ 4, 8' 8' 8' Snow Criteria (Pg Pf to PSF) Defl/CSI Criteria Pg: NA CL NA CAT: NA PP Deflection in loc L/deft L/# Pf: NA Ce: NA VERT(LL): 0.028 999 360 Lu NA Cs: NA VERT(TL). 0 116 999 240 Snow Duration NA HORZ(LL) -0.010 - - HORZ( TL) 0.025 Code / Misc Criteria Creep Factor 2.0 Bldg Code: FBC 61h.ed 2017 Max TC CSI 0.378 TPI Std: 2014 Max BC CSI0A56 Rep Factors Used: Yes Max Web CSI: 0,000 FT/RT: 20(0)110(0) Plate Type( s): WAVE VIEW Ver 17 02 01A 1115 21 is y _ / T _ 6 f ATE : Q# f •lAtRwf Arf 90278 ZM; 0N"k- 02/28/ 2018 rn Maximum Reactions ( ibs), or *=PLF Loc R / U /Rw /Rh /RL /W D* 97 / 23 / 53 /- / 7 / 96.0 Wind reactions based on MWFRS D Min Brg Width Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens. Comp. Chords Tens. Comp. A - B 349 -500 B - C 349 - 500 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens. Comp. A - C 447 - 262 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Isses require extreme care in fabricating, handlin shipping, installing, and bracing. Refer to and follow the latest edition of BCSI (Building mponent Safety Information, by TPI and SBCA) f r safety practices prior to performing these functions Installers shall provide temporalY king per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a properly ache rigid ceilin Locations shown for ermanent lateral restraint of webs shall have brawn Installed per BC I sections B3, 87 or 10 applicable App y plates to each face ofptruss and position as shown above and on the Join Details, unless noted otherwise. Refer to iwings 16OA- Z for standard plate positions. ine, a division of ITW B((ild ;g+. omponents Group Inc. shall not be responsible for any deviation from this drawin anv failure to build the s In conformance with AN I/l f l 1, or for handling, shippin , Installation and bracing of.trussesA eat on thI dr wirl or cover page Ing thisdrawingindicatesacceptanceofpro) essional engineering responsibih solely for the design shovJn. The suitability J use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 S c.2. more information see this iob's oeneral notes page and these web sites ALPINE: www.alpmeitw.com. TPI: www.tpinst.org: SBCA. www.sbcmduslry.com, ICC. www.iccsal ALPINE AN 1T' N COMPANY 13723 Riverport Drive Suite 200 Maryland Heights, MO 6304: Job Number: N333706 W FL/NFL/TEENBLDR Truss Label: V12 Loading Criteria (psr) TCLL 20,00 TCDL: 17,00 BCLL: 0.00 BCDL 10.00 Des Ld 47,00 NCBCLL 10.00 Soffit: 0.00 Load Duration: 125 Spacing: 24.0 " 12 59 4X4(D1) A Wind Criteria Wind Std ASCE 7-10 Speed 150 mph Enclosure: Closed Risk Category. II EXP:C Mean Height: 15.00 ft TCDL: 4 2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 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 " 136" uses design values approved 1 /3012013 by ALSC Wind Wind loads based on MWFRS with additional CSC member design. Additional Notes Valley truss connection to truss below shall be designed and furnished by others Ply 1 ISEQN: 50197 / T41 1 VAL Cush RR8975 JRef lW8V89750110 Qty 1 FROM: RWM DrwNo 059,18 1233.06624 SN t WHK 02/28/2018 6' 12' 6 6 _ 4X4 B 2X4 12' 6' 2, 4X4( D1) C Snow Criteria ( Pg, Pf in PSF) ' Defl/CSI Criteria I Maximum Reactions (Ibs), or "=PLF Pg NA Ct NA CAT: NX PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh 1 RL / W Pf: NA Ce: NA VERT(LL): 0.028 D 999 360 E' 98 / 24 / 55 /- 17 / 143 Lu. NA Cs: NA VERT(TL): 0.107 D 999 240 Wind reactions based on MWFRS Snow Duration: NA HORZ(LL): -0.011 D - - E Min Brg Width Req = - HORZ(TL): 0. 027 D Bearing A is a rigid surface. Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 6th.ed 2011 Max TC CSI: 0.659 Members not listed have forces less than 375# TPI Std: 2014 Max BC CSI: 0.510 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens, Comp Rep Factors Used: Yes Max Web CSI: 0,182 FT/RT:20( 0)110(0) A - B 620 - 316 B - C 620 - 316 Plate Type(s): WAVE VIEW Ver. 17.02.01A.1115.21 Maximum Bat Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens Comp. A - D 352 - 485 D - C 352 - 485 R R e ATE *. o 4 z E RI!RSIMR• 0 278<Nki. / o Y A. 02/28/2018 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. B - D 475 - 837 WARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS sses require extreme care in fabricating, handlingg. shipping, installing and bracing. Refer to and follow the latest edition of &CSI (Building nponent Safety Information, byy TPI and SBCA} fb? safety practices prior to performing these functions. Installers shall provide temporary in er BCSt. Unless noted otherwrse,top chord shall have properly attached structural sheathing and bottom hord shall hav a properly chcd rigqid ceiling Locations shown for ermanent lateral restraint of webs shall have bracingq insjalled per BC I sections B3, 7 or B10 applicable Apply plates to each face ) truss and position as shown above and on the Joint Details, unless noted otherwise. f2efer to wings 160A-Z for standard plate positions ine, a division of ITW 8 ildinlComponents Group Inc. shall not be responsikle for any deviation from this drawiflg any failure to build the s in conformance with ANSI/l PI 1, or for handling, shippin , installatidn and bracing of.trussesA seal on this drawingg or cover pagge , ing this drawing indicates acceptance of ro'essionA en ineering responsibili v solely for the desi n shov7n. The suitability I use ofthisdrawingforanystructureistheresponsibilityoftheBuildingDesigrSerperANSI/TPI 1 5 c.2. ALPINE qN ITW COMC0. NY 13723 Riverport Drive Suite 200 Maryland Heights, MO 6304: Job Ngmber. N333706 Ply 1 SEQN 50198 / T38 / VAL Cust R R8975 JRef i W8V89750110 W FL f N FL / TEENBLDR Qty 1 FROM RWM DrwNo 059 18 1233 06608 Truss Label: V16 SN / VVlHK 02/28/2018 6'6"8 9'2"8 15'9" 6'6"8 2'8" 66"8 04 04 6_ B C 12 va 4X4(D1) 4X4(D1) A D G F E 2X4 2X4 6'8" 4 2'4"8 6'8"4 6,8„4 9,0" 12 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs), or =PLF TCLL: 20,00 Wind Sid: ASCE 7-10 Fig: NA Ct NA CAT NA, PP Deflection in loc L/defl L/# Loc R 1 U / Rw / Rh / RL / W TCDL: 17,00 1 Speed: 150 mph Pf: NA Ge: NA VERT(LL) 0.041E 999 360 , G' gg ! 26 ! 56 /- 16 ! 188 BCLL 0,00 Enclosure: Closed Lu: NA Cs: NA VERT(TL) 0 159 E 999 240 ! Wind reactions based on MWFRS BCDL: 1000 Risk Category: II Snow Duration. NA HORZ(LL) -0.016 E - - G Min Brg Width Req = - EXP: C HORZ TL 0 040 E BearingA is rigid surface. Des Ld. 47.00 Mean Height: 15.00 ft ( ) a g NCBCLL. 10,00 TCDL 4.2 psf Code / Misc Criteria Creep Factor 2 0 Soffit: 0.00 gCDL: 5.0 psf Bldg Code. FBC 6th ed 2017 Max TC CSI 0 833 Members not listed have forces less than 375# Load Duration: 1,25 MWFRS Parallel Dist: h/2 to h TPI Sid: 2014 Max BC CSI 0A38 Maximum Top Chord Forces Per Ply (Ibs) Spacing: 24.0 " C&C Dist a: 3,00 It Rep Factors Used: Yes Max Web CSI 0.135 Chords Tens Comp Chords Tens, Camp Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) A - B 673 -295 C - D 673 - 295 GCpi: 0,18 Plate Type(s): B - C 550 -197 Wind Duration: 1.60 WAVE VIEW Ver 17,02.01A.1115 21 Lumber Maximum Sot Chord Forces Per Ply (Ibs) Value Set: 13B (Effective 6/1/2013) Chords Tens Comp Chords Tens. Comp Top chord 2x4 SP #2 N A - F 334 - 522 E - D 334 - 522 Sot chord 2x4 SP #2 N F - E 348 - 550 Webs 2x4 SP #3 Lumber value set " 13B" uses design values Maximum Web Forces Per Ply (Ibs) approved 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens, Comp, Wind B - F 328 - 567 E - C 328 - 567 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 11Mi1gE t r Q. 648 ` f v MATE ! t F a0 278 AL kttltattWill, 02/28/2018 WARNING'" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, bVV TPI and SBCA) fb safety practices prior to performing these functions. Installers shall provide temporalnnrr bracin per BCSI.. Unless noted oTherwise,top chord shall have properIx attached structural sheathin and bottom hord shall have a pro p eflyattachtlrigidceilinLocationsshownforpermanentlateralrestraintofwebsshallhaveebraacingqInsalledperBGIsectionsS3, 67 or 810111. as applicable Apply plates to each face. oftruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINEdrawings16OA-Z for standard plate positions. Alpine, a division of ITW Buiildl,lncc CComponents Group Inc shall not be respponsiole for any deviation from this drawing any failure to build the nnwcoMraNr truss In cOnfgrmance with AN5I 1 1, or for handling, shipping, instaliatidn and bracing of,trussesA seal on this drawing or over pa e, , 13723 Riverport Drive listing this ttrawing indicates acceptance of pro) essionar en ineennig responsibility solely for the des i n shown. he suitabilityandUseothisddawingtoranystructureistheresponsibilityoftheuildingDesigrierperANSI/TPI 1 S4c.2. Suite 200 For more information see thisjob's general notes page and these web sites: ALPINE: www.at ineitw.com. TPI. www.t inst orq, SBCA. www.sbcindust coin. ICQ www.iccsare.or Maryland Heights, MQ 6304 Job Nrynber. N333706 Ply: 1 SEQN: 50199 / T30 / VAI- CusL R R8975 JRef 1 W8V89750110 W FL / N FL / TEENBLDR Oly 1 FROM. RWM DrwNo 059.18 1233,04765 Truss Label: MV2 SN / WHK 02/28/2018 Loading Criteria (psf) TCLL 2000 TCDL17.00 BCLL 000 BCDL 10,00 Des Ld 47,00 NCBCLL: 10.00 Soffit 0,00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7.10 Speed 150 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15 00 It TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C& C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0,18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N 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 2' 2' 2' Snow Criteria (Pg.Pf in PSF) Defl/CSI Criteria Maximum Reactions (lbs), or'=PLF Pg. NA Ct NA CAT: NA, PP Deflection in loc L/defl L/# Loc R / U Rw ! Rh / RL I W Pf NA Ce NA ! VERT(LL) 0 007 B 999 360 D' 97 / 9 161 / 8 / 24.0 Lu NA Cs: NA VERT(TL) 0.029 B 999 240 Wind reactions based on MWFRS Snow Duration: NA HORZ(LL): 0.003 B - - D Min Big Width Req = - HORZ( TL): 0.007 B Bearing A is a rigid surface. Code / Misc Criteria Creep Factor 2 0 Bldg Code: FBC 6th.ed 2011 Max TC CSI: 0.057 Members not listed have forces less than 375# TPI Std: 2014 Max BC CSI: 0.135 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 VNS A - ` 000A 13 r 0 278 0%0NAa 02/ 28/2018 El 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 quirerBpfetyInformation, by TPI and SBCA) f r safety practices prior to performing these functions. Installers shall provide temporary s). Unless noted otherwise,top chord shall have properlyv attached structural sheathing and bottom hord shall have a propperly S9idceilinggLocationsshownforpermanentlateralrestraintbfwebsshallhavebraacininstalledperBCIsectionsB3, B7 or 910 ste ApppTy plates to each face oftrussand position as shown above and on the Joinf9Details, unless noted otherwise. Refer to 60A-Z fbr standard plate positions. a division of I any from this drawing9 an failure to buildthe F for the dessnrshiXn.or ThesulbilityANSI/TPI 1 Suc. 2. nn rrr oManNv 13723 Riverport Drive Suite 200 Maryland Heights, MO 6334 icc. Job Number: N333706 W FL/NFL/TEENBLDR Truss Label: MV4 Ply 1 SEQN 50200 / T26 / VAL Cust R R8975 JRef i W8V89750110 Qty 1 FROM RWM DrwNo 059.18.1233,06374 SN / WHK 02/28/2018 Loading Criteria (psf) TC LL. 20,00 TCDL 1700 BCLL 0,00 BCDL 10.00 Des Ld: 47.00 NCBCLL 10,00 Soffit: 0,00 Load Duration: 1.25 Spacing: 24.0 " 0, 4 Wind Criteria Wind S(d 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 9 00 It GCpi 0 18 Wind Duration 1 60 Lumber Value Set 138 (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #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 2X4 12 B 4' 4' 4' Snow Criteria (P9 Pf in ESE) Pg:NA Ct.NA CAT N/ Pf NA Ce: NA Lu NA Cs: NA Snow Duration NA Code / Misc Criteria Bldg Code. FBC 6th.ed TPI Std 2014 Rep Factors Used Yes FT/RT20(0)/10(0) Plate Type(s). WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(TL): NA HORZ(LL): 0.003 C HORZ(TL): 0,007 C Creep Factor: 2.0 Max TC CSI: 0.237 Max BC CSI: 0.188 Max Web CSI: 0.079 VIEW Ver: 17.02.01A.1115.21 S ATE f f f4 •• ALI wR wA• e•F 90 278 02/28/20 ( 8 Maximum Reactions (lbs), or *=PLF Loc R / U / Rw / Rh / RL / W D* 97 / 22 / 68 /- / 16 / 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 Trusses require extreme care in fabricating, handlingq shlppin installing, and bracing. _ Refer to nd follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) fb safety ractices prior to performing these unctions Installers shall provide temporary bracin peQBCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom 4hord shall have a properly at d niid ceiling.Locations shown for fpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 1310asappIcaaAppTplatestoeachfaceotrussandpositionasshownaboveandontheJoinfDetails, unless noted otherwise. Refer to' drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildln om ponents Group Inc.shallnot be responsible for any deviation from this drawing ant failure to build the russIncgnfoto.of I with A1151or for handling shipping, installation and bracing of,trussesA seal on thi; dr8wiaq or crpa e.listingthisdrawing indicatesceptance of pprofessronaf en ineering responsibility solely for the desr n shornin. The suitabthty and use of this drawing fory structure is Elie responsibility of the building Desigrier per ANSI/TPI 1 Sc,2. or more information see this iob's General notes oaoe and these web sites. ALPINE www ainineitw com TPI www toms) orG SBCA www sh1m1h,stry com- ICC www iccsaf ALPINE nry my r,u,-r 13723 Riverpon Drive Suite 200 Maryland Heights, MO 6304 Job Nqmber. N333706 I Ply: 1 SEQN: 50201 / T27 / VAL Cust R R8975 JRe(i i W8V89750110 W FL / N FL / TEENBLDR Qty 1 FROM RWM DrwNo 059 18 1233 06498 Truss Label: MV6 SN / WHK 02/28/2018 Loading Criteria (psf) TCLL 20.00 TCDL 1700 BCLL 0.00 BCDL 10,00 Des Ld 47,00 NCBCLL: 10.00 Soffit: 0,00 Load Duration: 1.25 Spacing: 24.0 " 0"4 Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: 11 EXP:C Mean Height: 15,00 ft TCDL: 4.2 psf BCDL 5.0 psf MWFRS Parallel Dist h/2 to h C&C Dist a: 3.00 ft Loc. from endwali: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Valley truss connection to truss below shall be designed and furnished by others . 2X4 B 3X6 6' 6' Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs), or "=PLF Pg: NA Ct NA CAT: NAI PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W Pf NA Ce NA VERT(LL) NA D' 98 / 24 / 71 / • / 17 / 72.0 Lu. NA Cs: NA VERT(TL) NA Wind reactions based on MWFRS Snow Duration: NA HORZ(LL) 0.011 C D Min Brg Width Req = - HORZ(TL): 0.026 C Bearing A is a rigid surface. Code / Misc Criteria Creep Factor. 2.0 Bldg Code: FBC 6th.ed 2011 Max TC CSI: 0.579 Members not listed have forces less than 375# TPI Std: 2014 Max BC CSI: 0.503 Rep Factors Used: Yes Max Web CSI: 0.190 FT/RT:20(0)/10(0) Plate Type(s) WAVEi VIEW Ver 17,0201A 1115 21 ATE 0o` RI( fR/1 R/ bllFwslRlt«l r A 0 278 f6 9 fiAk 02/ 28/20 t 8 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handing shi pin installing and bracing. Refer to and follow the latest edition of SCSI (Building ComponentSafetyInformation, by TPI and SBCA) for sa ety ractices prior to performing these functions. Installers shall provide temporary bracing per BCSI.. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a properly attached rieettid cellln Locations shown for ermanent lateral restraint of webs shall havebracing Installed per BC i sections B3, B7 or 810 as applicaf3le App7gy Oates to each face ofptruss and position as shown above and on he Joint -Details, unless noted otherwise. Refer to drawings 16OA-Z for standard plate positions. Alpine, a division of ITW Building omponents Group Inc shall not be responsible for any deviation from this drawing arty failure to build the truss In conformance with ANSI01 1, or for handling, shipping, installation and bracing of.trussesA seal on this dr8wing or cover page listin this drawingg indicates acceptance of pro7esslonar on sneering res onsfbillttyv soles for the desi n hovTn. The s i bfli anduseofthisdrawingforanystructureistheresponsibilitofthebuildingDeslgrSerperANSI/TPI 1 S c.. For more information see this iob's general notes bade and these web sites: ALPINE. www. all3meaw.corn TPI: www.toinstore SBCA. www. sbandustrv.com: ICC: www.iccsaf ALPINE Al lP (W.- 13723 Riverport Drive Suite 200 Maryland Heights, MO 6304: Job Number: N333706 W FL/NFL/TEENBLDR Truss Label: HJ7 4"2 1'101,10 k—/ Loading Criteria (psf) Wind Criteria TCLL 20,00 Wind Sid: ASCE 7-10 TCDL. 17.00 Speed: 150 mph BCLL 0 00 Enclosure: Closed BCDL: 10.00 Risk Category. 11 EXP: C Des Ld 47 00 Mean Height: 15.00 it NCBCLL 0.00 TCDL 4.2 psf Soffit: 0.00 BCDL 5.0 psf Load Duration: 1 25 MWFRS Parallel Dist: 0 to h/2 Spacing 24.0 " C&C Dist a: 3,00 ft Loc. from endwali: NA GCpi: 0,18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 611/2013) Top chord 2x4 SP #2 N Bat chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "I 3B" uses design values approved 1/30/2013 by ALSC Loading Hipjack supports 6-11-8 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Ply: 1 SEON: 50202 / T21 / HIP_ Oly: 2 FROM RWM 5'3" 7 9110"1 5 3 7 4'6" 10 D 971 9'Y 1 IF j IX4 7" 9'10"1 Cust R R8975 JRef 1 W8V89750110 DfwNo 059.181233,05967 SN t WHK 02/2812018 l Snow Criteria (Pg, Pf in PSF) !, Defl/CS1 Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA, PP Deflection in loc L/defl L/# Loc R t U / Rw / Rh i RL / W Pf: NA Ce: NA I VERT(LL): 0.030 F 999 360 B 522 / 165 / - / - / 10 6 Lu: NA Cs: NA VERT(TL): 0,113 F 999 240 E 427 / 52 / 0 10 / 1 5 Snow Duration: NA HORZ( LL): 0.008 F D 305 / 154 1.5 HORZ(TL): 0.018 C Wind reactions based on MWFRS Code t Misc Criteria Creep Factor: 2.0 B Min Brg Width Req = 1 5 Bldg Code: FBC 6th. ed 2017 Max TC CSI: 0.772 E Min Brg Width Req = - TPI Std: 2014 Max BC CSI: 0,670 D Min Brg Width Req = - Bearing B is a rigid surface. Rep Factors Used: NoMaxWebCSI0,353 Bearing B requires a seat plate - FT/RT20(0)l10(0) Plate Type(s): Members not listed have forces less than 375# WAVE VIEW Ver 17, 02 01A 1115 21 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp, B - C 325 - 762 s ATE ice *R. s•..• 4 0 278 fy a.. 0NAL .Avll Maximum Bot Chord Forces Per Ply (ibs) Chords Tens Comp. B - F 710 -291 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp C - F 318 -776 02/28/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT`" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatincl, handing shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byTPIandSBCA) fb safety practices prior to performing these functions Installers shall provide temporary bracing per BCSI. Unless noted otherwlse,top chord shall have propertyy attached structural sheathing and bottom hord shall hav@ a propperly attached riqgid ceding Locations shown forAermanent lateral restraint bf webs shall have bracm installed per BCSI sections 63, t17 or 610 as apphcaple. Apply plates to each face_oftruss and position as shown above and on the Joint9Detalls, unless noted otherwise. f2efer to' drawings 160A-Z far standard plate poslUons. Alpine, a division of ITW Buildina Components Grouo Inc. shall not be resoonsible for anv deviation from this drawina.anv failure to build the nn my co.+rnHv 13723 Riverpon Drive Suite 200 Maryland Heights, MO 6304: i Rl 1, or for h acceptance any structure or cover pa e n. The sui ability Job Number: N333706 W FL / N FL / TEENBLDR Truss Label: HJ71 Ply 1 SEQN: 50203 / T34 / HIP_ Cust RR8975 JRef: 1WBV89750110 Qty 1 FROM: RWM DrwNo. 059.18.1233,06623 SN / WHK 02/28/2018 Loading Criteria (psf) TCLL 20.00 TCDL 1700 BOLL: 0.00 BCDL: 1000 Des Ld 4700 NCBCLL: 0,00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std ASCE 7-10 Speed 150 mph Enclosure: Closed Risk Category II EXP C Mean Height. 15.00 ft TCDL: 4.2 psf BCDL 5.0 psf MWFRS Parallel Dist. 0 to h/2 C&C Dist a. 3.00 ft Loc, from endwail: NA GCpi: 0.18 Wind Duration. 1.60 Lumber Value Set: 138 (Effective 611/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Loading Hipjack supports 6-11-8 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. 5'3" 7 4'3"2 3" 8 53"7 9'6"9 9110"1 Snow Criteria (Pg.Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg NA Ct. NA CAT NA PP Deflection in loc L/defi L/# Loc R ! U / Rw ! Rh / RL / W Pf NA Ce NA VERT(LL). 0.018 F 999 360 A 384 / 109 1- / 10.6 Lu NA Cs NA VERT(TL): 0.070 F 999 240 D 453 / 70 / - ! - t - ! 1.5 Snow Duration NA HORZ(LL). 0.006 E - C 298 / 143 ! - / - ! 1.5 HORZ(TL) 0,014 E Wind reactions based on MWFRS Code / Misc Criteria Creep Factor: 2.0 A Min Brg Width Req = 1,5 Bldg Code FBG 6th.ed 2017 Max TC CSI: 0.729 D Min Brg Width Req = - TPI Std 2014 Max BC CSI 0,495 C Min Brg Width Req = - Rep Factors Used: No Max Web CSI: 0.455 Bearing A is a rigid surface. i Bearing A requires a seat plate. FT/RT20(0)!10(0) Plate Type(s) Members not listed have forces less than 375# WAVE VIEW Ver 17.02 01A 1115 21 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. A - B 269 - 942 a S tf y R r NA0278NAt-.+ 02/28/201802/28/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - F 871 - 245 F - E 864 - 249 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. B - E 272 - 944 WARNING`" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building t Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary. BCSI.. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom &hord shall have a properly d ceiling Locations shown for permanent lateral restraint of webs shall have bracing Installed per E3GSI sections 83, 67 or 810 e ApppTy lates to each face or truss and positron as shown above and on the Joint Details, unless noted otherwise. Refer to 60A-Z fbr standard plate positions. of any from this drawin apV failure to build the seal on thisgdr wirt or cover pagqetorthedSbc2hovJIn. The suiPabihty ALPINE 13723 Riveiport Drive Suite 200 Maryland Heights, MO 6304: Job Number: N333706 Ply 1 SEON 50204 / T29 / HIP_ Cust: R R8975 JRef 1 W8V89750110 W FL / N FL / TEENBLDR Oty 1 FROM: RWM DrwNo 059 18-1233 06045 Truss Label: HJ68 SN / WHK 02/28/2018 Loading Criteria (psf) TCLL 20,00 TCDL: 17.00 BCLL: 0.00 BCDL 10,00 Des Ld 47,00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " 1'10"10 Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP:C Mean Height: 15,00It 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: 138 (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set " 1313" uses design values approved 1 /30/2013 by ALSC Loading Hipjack supports 6.7-8 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. 7'0"2 9'4"6 7 0 2 2'4" 5 TO"2 7.0"2 2'4"5 7 0 2 9'4°6 Snow Criteria (P9.Pf m PSF) , Defl/CSI Criteria I Maximum Reactions (Ibs) Pg NA Ct NA CAT NA'. PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W Pf NA Ce. NA VERT(LL) 0 055 F 999 360 B 347 / 103 / - ! - 10.6 Lu: NA Cs: NA VERT(TL). 0 062 F 999 240 G 1053 / 216 ! - / - / - 11.3 Snow Duration NA HORZ(LL) 0 025 F - E 4 / 36 112 (- ! - 1_5 HORZ(TL) 0 026 F D 57 / 61 /- / - 1.5 Code / Misc Criteria Creep Factor: 2 0 Wind reactions based on MWFRS Bldg Code FBC 6th.ed 201 i Max TC CSI: 0.719 B Min Brg Width Req = 1.5 TPI Std 2014 Max BC CSI 0 434 G Min Brg Width Req = 1.5 Rep Factors Used Yes Max Web CSI: 0,162 E D Min Brg Width Req = - Min Brg Width Req = - FT/RT:20(0)/10(0) Bearings B & G are a rigid surface. Plate Type(s): Bearings B & G require a seat plate. WAVE VIEW Ver 17.02.01A.1115.21 p, t,;tbt54ti s ATE «. fIf R'Rst rae 0 278 f`rri[1tf"14-.M UV Members not listed have forces less than 375# Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C - F 284 - 961 02/28/20I 8 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS sses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Pon ent Safety Information, bVv TPI and SBCA) I safety practices prior to performing these functions. Installers shall provide temporary m per BCSI _ Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlychdriggidcel6nq. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections 63. 67 or 610, dpplica1Ae. Aoo7gv plates to each face of truss and oosdion as shown above and on the Join Details, unless noted otherwise. Refer to any from this drawln9 any failure to build the 1 seal on thisgdrawiri or cover pagqe , Aor the de SZc 2hoWn. The suitability ALPINE 13723 Riverport Drive Suite 200 Maryland Heights, MO 6304 i vi wwv+romsr ora- sBUA vdwwsnonausrrv.com. iuu w Job Number. N333706 Ply: 1 SEON 50205 1 T35 / HIP Cust R R8975 JRef. i W8V89750110 W FL / N FL! TEENBLDR Oty: 2 FROM. RWM DrwNo 059 18 1233 06655 Truss Label: HJ6 SN / WHK 02/28/2018 Loading Criteria (psf) TCLL 2000 TCDL 17.00 BCLL 000 BCDL 1000 Des Ld 47 00 NCBCLL 0 00 Soffit 000 Load Duration 1 25 Spacing: 24.0 " 42 1'11"6 Wind Criteria Wind Std: ASCE 7-10 Speed 150 mph Enclosure Closed Risk Category: 11 EXP:C Mean Height. 15 00 It TCDL 4 2 psf BCDL 5 0 psf MWFRS Parallel Dist 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall NA GCpv 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 Webs 2x4 SP #3 Lumber value set " 13B" uses design values approved 1 /30/2013 by ALSC Loading Hipjack supports 5-11-8 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS 4'3"9 8'5"l 4,3„9 4'1„8 7'9"l3 7'9" 13 8' D Snow Criteria (Pg,Pf in PSF) ii Defl/CSI Criteria i Maximum Reactions (Ibs) Pg NA Ct: NA CAT: NA; PP Deflection in loc l/defl L/# Loc R / U / Rw / Rh / RL / W Pf NA Ce: NA VERT(LL): 0 019 F 999 360 I!, B 393 / 125 /- 1- / 10.6 Lu NA Cs: NA VERT(TL): 0.073 F 999 240 E 292 / 29 ! - / 0 10 / 1.5 Snow Duration: NA i HORZ(LL): 0,005 C - D 238 / 119 ! - / - / 1.5 HORZ(TL): 0.012 C i Wind reactions based on MWFRS Code / Misc Criteria Creep Factor 2 0 B Min Brig Width Req = 1.5 Bldg Code: FBC 6th.ed 2011 Max TC CSI: 0.545 E Min Big Width Req = - TPI Std: 2014 Max BC CSI: 0.631 D Min Big Width Req = - Rep Factors Used: No Max Web CS[0.213 Bearing B is a rigid surface. Bearing B requires a seat plate. FT/RT:20(0)/10(0) Plate Type(s): Members not listed have forces less than 375# WAVE VIEW Ver 17.02.01A.1115.21 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. B - C 238 - 567 4 41 ATE ;. fff, w"111l1' 40 278f f iy Sl0-' Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B - F 529 - 213 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C - F 230 - 571 02/28/2018 WARNING'" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT`" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions Installers shall provide temporary bracing per 381. Unless noted o herwise,top chord shall have properIxY attached structural sheathing and bottom hord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall hav bracingg installed per BC I sections B3, B7 or 810 as applicable 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 Building CComponents Group Inc shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI PI 1, or for handling, shipping, installation and bracing of trussesA seal on this dr8wirig or cover page , listing this drawing indicates acceptance of professional en ineenng responsibility solely for the des i n shown. The suitability and t se of this drawing for any structure is the responsibilit of the Building Desigder per ANSI/TPI 1 Sgec.2. or more information see this lob's aenerat notes bade and these web sites. ALPINE: www.aimneitw.com. TPI. www.tomst.oro: SECA. www.sbandustry com. [CC. www.iccsaf 0111-0—r= M1CI IPNCOMRANV 13723 Riverport Drive Suite 200 Maryland Heights, MO 6304: Job Nufnber. N333706 Ply 1 SEQN: 50220 ! T20 ! EJAC Cust R R8975 JRef. 1 WBV89750110 W FL ! N FL / TEENBLDR Qty: 9 FROM. RWM DrwNo. 059.18.1233,05217 Truss Label: EJ7 SN WHK 02/28/2018 C r 12 5.9 c B D 2X4(A1) V4„ T 7, Loading Criteria (psf Wind Criteria Snow Criteria (Pg.Pf in PSF) Defl/CSI Criteria Maximum Reactions (ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct NA GAT: NA PP Deflection in loc L/defl L/# i Loc R / U / Rw / Rh / RL / W TCDL: 17.00 Speed: 150 mph Pf: NA Ce: NA ! VERT(I-Q: NA B 466 / 107 l 381 l - / 155 / 8-0 BCLL. 0.00 Enclosure: Closed Lu NA Cs: NA VERT(TL) NA D 135 / 12 / 103 t - / 1.5 BCDL: 10.00 Risk Category: ll Snow Duration: NA HORZ(LL): 0.016 D C 234 / 111 / 149 t - / 1.5 EXP: C Des Ld HORZT4700MeanHeiht: 15 00 ft ( L): 0.037 D Wind reactions based on MWFRS NCBCLL. 10 00 g TCDL: 42 psf Code / Misc Criteria Creep Factor: 2.0 B Min Brg Width Req = 1,5 Soffit D Min Br 0.00 BCDL: 5.0 psf Bldg Code. FBC 6th.ed 201X Max TG CSI: 0.933 g Width Req = Load Duration: 1 25 MWFRS Parallel Dist: 0 to ht2 C Min Br Width ReTPIStd: 2014 Max BC CSI: 0.591 g q Spacing: 24.0 " C&C Dist a: 3.00 It Rep Factors Used. Yes Max Web CSI: 0.000 Bearing B a rigid surface. g Bearing B requires a seat plate. Loc. from endwall not in 4.50 It FT/RT:20(0)/10(0) GGpi: 0.18 ;Plate Type(s): ------ Members not listed have forces less than 375# Wind Duration: 1.60 WAVE VIEW Ver 17.02.01A.1115.21 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. f1f111fIJ p t Q, 648 f i a ATE 0 27x ' ` 0/0NAI. u«rrtwuuutty 02/28/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingg, handlingg shippin installing and bracing.. Refer to and follow the latest edition of SCSI (Building Component Safety Information, byy TPI an SBCA} toy safety p4ractices prior to performing these functions. Installers shall provide temporary bracin per SCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a properly attach q rigid ceilin Locations shown for permanent lateral restraint ref webs shall hav braaclnqq installed per BC I s ctions $3, B7 or 610 as app ICa e. Applgy plates to each face of truss and position as shown above and on tt a Joint Details. unless note otherwlse. Refer to' ALPINEdrawings16OA-Z for standard plate positions. Alpine, a division of ITW B ildg omponents Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss In conformance with t NStItT 11, or for handlln shipping, installation and bracing of trussesA eal on this drawing or over page .. 13723 Riverpon Drive listing this drawing indicates acceptance of pro assionai en sneering responsibllit solely or the des i n shown. he suit brhty Suite 200anduseopthisddawingforanystructureisaresponsibilitoftheuildingDesigerperANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE'. www.al ineitw.com: TPI: www,tipinstorg,SBCA. www.sbeindust com: ICC. www.iccsafe.or Maryland Heights, MO 6304 Job Ngmber. N333706 Ply 1 SEQN 50207 / T4 / EJAC Cust RR8975 JRef 1W8V89750110 W FL / N FL / TEENBLDR Qty 6 FROM RWM DrwNo 059 18.1233.06813 Truss Label: EJ71 SN / WHK 02/28/2018 Loading Criteria (psf) TCLL 20.00 TCDL: 17,00 BCLL 000 BCDL: 10.00 Des Ld: 47,00 NCBCLL 10.00 Soffit: 0.00 Load Duration: 125 Spacing: 24.0 " 2 2X4(A1) Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: 11 EXP:C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc, from endwall: not in 4.50 ft GCpi: 0,18 Wind Duration: 1.60 Lumber Value Set: 136 (Effective 611/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "1313" uses design values approved 1 /30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Snow Criteria (Pg.Pf in PSF) Pg NA Ct NA CAT: Nf Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration NA Code / Misc Criteria Bldg Code. FBC 6th.ed 201 TPI Std 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE B 7' 7 Defl/CSI Criteria PP Deflection in loc L/de8 L!# VERT(LL). NA VERT(TL): NA HORZ(LL): 0.018 C HORZ(TL) 0,043 C Creep Factor: 2.0 Max TC CSI 0 984 Max BC CSI 0 617 Max Web CSI: 0 000 VIEW Ver: 17.02.01A 1115.21 m ATE Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W A 350 !62 /260 /- /130 /8.0 C 138 !15 /109 /- /- /1.5 B 240 l 114 / 156 / - / - / 1,5 Wind reactions based on MWFRS A Min Brg Width Reg = 1.5 C Min Brg Width Reg = - B Min Brg Width Reg = - Bearing A is a rigid surface. Bearing A requires a seat plate. Members not listed have forces less than 375# 02/2812018 WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fapricating. handling shipping, installing. and bracing. Refer to and follow the latest edition of BCSI (BuildingtSafetyInformation, byv TPI and SBCA) fo'r safety practices prior to performing these functions Installers shall provide temporary. BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a propperly aid ceiling. Locations shown for permanent lateral restraint of webs shall have bracin Installed per BCSI sections B3, B7 or 610tie. Aorl Dlates to each face of truss and oosrtron as shown above and on the Join Details, unless noted otherwise. Refer to a division of ITW Build 'n CComponents Group In shall not be respponsigle for any deviation from this drawin an failure to build the cgnformance with ANStIl'RI 1, or for handlinn s iippm , insiailati6n and bracing of trussesA sea[ on this drawing or cover page this drawing indicates acceptance of proTessionaf en ineering responsibilitysolely for the desi n shown. The suifabllity e of this drawing for any structure is the responsibilitof the Building Designer per ANSI/TPI 1 S c.2. 13723 Riverport Drive Suite 200 Maryland Heights, MO 6304: Job Number: N333706 W FL / N FL / TEENBLDR Truss Label: EJ68 Loading Criteria (psf) TCLL 2000 TCDL: 17,00 BCLL: 0.00 BCDL 10.00 Des Ld 4760 NCBCLL 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing 24.0 " 1.4., 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 It Loc from endwall not in 4 50 ft 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 Webs 2x4 SP #3 Lumber value set " 1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure Ply 1 SEON 50208 / T23 / EJAC Cust RR8975 JRef 1 W8VB9750110 Qty: 1 FROM RWM DnwNa: 059.18.1233.05076 SN / WHK 02/28/2018 5. 1.8.. D 5'4" 1'4........ 5 V Snow Criteria (Pg,Pf in PSF) 1 Defi/CSI Criteria Pg: NA Ct NA CAT NA PP Deflection in loc L/deft L/# Pf NA Ce: NA VERT(LL): 0.006 F 999 360 Lu NA Cs: NA VERT(TL): 0.025 F 999 240 Snow Duration: NA HORZ(LL): 0.004 F - - HORZ(TL): 0.009 F Code / Misc Criteria Creep Factor: 2.0 Bldg Code FBC 6th ed 2017 Max TC CSI: 0,322 TPI Std: 2014 Max BC CSI: 0,231 Rep Factors Used: Yes 1 Max Web CSI: 0,122 FT/RT:20(0)/10(0) Plate Type(s): WAVE I VIEW Ver- 17.02.01A.1115.21 a f 0 2 r 11.d` Maximum Reactions (Ibs) Loc R I /Rw !Rh /RL /W B 357 / 68 / 304 / - / 149 / &0 G 399 ! 154 / 266 ! - / - 18.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 G Min Brg Width Req = 1.5 Bearings B & G are a rigid surface. Bearings B & G require a seat plate. Members not listed have forces less than 375# Maximum Web Forces Per Ply (Ibs) Webs Tens Comp C - F 375 -304 02/28/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT*` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uses require extreme care in fabricating, handlingg shigpin installing and bracing.Refer to and follow the latest edition of BCSI (Building mponent Safety Information, by TPI and SBCA) fb safety ractices prior to performing these functions. Installers shall provide temporary Icing per SCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a properly ach8d riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracing InsTalled per BCI sections 63, B7 or 610 applicat5le AppTy Oates to each face of truss and position as shown above and on the Joinf-Details, unless noted otherwise. Refer to twin s 160A-Z for standard plate positions. nine, a division of ITW Buildl1n1 Components Group Inc. shall not be respponsible for any deviation from this drawin an failure to build the ss in conformance with AN51/TPI 1, or for handling, shipping, Installaticsn and bracing of,trussesA seal on this drawiXg or cover page , ing this drawing,indicates acceptance of ra esstona en meenngg respponslbihtv solely for the des' n shown. The sui blhtyduseofthisawingforanystructureistheresponsibilit}of the Building Desigrfer per ANSI/TPI 1 %c.2. more information see this lob's ooneral notes oaoe and these web sites: ALPINE'. wwwaloineitw. com. TPI: www. winstoro: SBCA. www. sbonduslrv.com: ICC. www. iccsaf ALPINE I ': WM 13723 Riverport Drive Suite 200 Maryland Heights, MO 6304: r Nymber: N333706 LlNFL/TEENBLDR ss Label: EJ68A Ply: 1 SEQN_ 50209 / T2 / EJAC Cust R R8975 JRet 1 W8V89750110 Qly 2 FROM RWM DrwNo 05918.1233.04764 SN / WHK 0212812018 5 6.g.. 0 __ _... 5.4.. .__ _.. T_.._ 1.4^ Loading Criteria (psh 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 it Des Ld: 47,00 EXP C Mean Height 15.00 ft NCBCLt0 00 TCDL 4.2 psf Soffit: 0,00 BCDL 5 0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a 3 00 ft Loc. from endwall: not in 9,00 ft GCpi: 0,18 Wind Duration 1 60 Lumber Value Set: 136 (Effective 6/1/2013) Top chord 2x4 SP #2 N Bat chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set " 1313" uses design values approved 1/3012013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. C 5' 1 8 Snow Criteria (P9 Pf m PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Fig : NA Ct NA GAT: NA PP Deflection in loc L/defl L/# Loc R ! U / Rw / Rh / RL / W Pf NA Ce NA VERT(LL) 0 009 E 999 360 A 237 ! 22 / 178 / - / 124 ! &0 Lu NA Cs NA VERT(TL) 0 033 E 999 240 F 416 1 161 / 284 f - &0 Snow Duration. NA HORZ(LL) 0,005 E Wind reactions based on MWFRS HORZ(TL). 0. 013 E A Min Brg Width Req = 1 5 Code / Misc Criteria Creep Factor: 2.0 F Min Brg Width Req = 1.5 Bldg Code FBC 6th ed 2017 Max TC CSI: 0.374 Bearings A & F are a rigid surface. TPI Std: 2014 Max BC GSI: 0.256 Bearings A & F require a seat plate. Rep Factors Used. Yes Max Web CSI 0 133 Members not listed have forces less than 375# FT/RT:20( 0)/10(0) Maximum Web Forces Per Ply (Ibs) Plate Type(s): Webs Tens Com . R__._.__. WAVE VIEW Ver 17.02 01A.1115 21 __ B - E 379 - 313 t E3 11 s ' § TATE OF fps` ff () 2 7K fA'rt ftli .- /0 IN Aii— 02/28/20I 8 WARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling, shippin installing and bracing. Refer to and follow the latest edition of BCSI (Building t Safety information, by TPI and SBCA) fb saffety practices prior to performing these functions Installers shall provide temporary BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom phord shall have a pro pperly aid ceiling Locations shown for permanent lateral restraint of webs shall hav% bracinqg Installed per BCSI s ctions B3, B7 or 610, le Apply platestoeachfaceoftrussandpositionasshownaboveandontheJoint"Details, unless noted otherwise. Refer to 60A-Z for standard plate positions. vision of ITW Buildlnl omponents Group Inc shall not be responsible for any deviation from this drawing an failure to buildtheIformancge with, Nsirt 1 1, or for handpiinq, shipping, installation q nd bracing of trussesA eal on this dr$wtng or he suait l ili rawin indicates acceptance lanceofroessionaengineerinqresponslbilisolely ?I the desi n ho n. ty 1 this yawing foranystructureisaresponsibiliqoftheBuildingDesigerperANSUTPI1Sc. . mation see this iob' s general notes Daoe and these web sites: ALPINE. www.alDtneitw.com. TPI www.toinstOra, SBCA: wwww sbcindustrv.com. ICC: www. iccsaf 13723 Riverport Drive Suite 200 Maryland Heights, MO 6304: Job Number. N333706 W FL / N FL / TEENBLDR Truss Label: EJ6 Ply 1 SEQN 50210 / T37 / EJAC Cust RR8975 JRef: 1W8V89750110 Qty: 3 FROM RWM DrwNo 059.18.1233.06812 SIN / WFIK 02/2812018 Loading Criteria (psf) TCLL: 20.00 TCDL 1700 BCLL 0.00 BCDL 10.00 Des Ld 47 00 NCBCLL 1000 Soffit 0.00 Load Duration: 1.25 Spacing. 24.0 " 4"2C_ 4^"to I; Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP:C Mean Height: 15,00 It TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3,00 ft Loc. from endwail: 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. Snow Criteria (Pg,Pf in PSF) Pg NA Ct NA CAT: NF Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 6th.ed 201 TPI Sid: 2014 Rep Factors Used Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE C Y i M M M 6' Y_ Defl/CSI Criteria Maximum Reactions (Ibs) PP Deflection in loc L/defi L/# Loc R U / Rw / Rh / RL W VERT(I-Q: NA B 419 / 98 / 347 / - / 137 8.0 VERT(TL): NA D 114 / 10 / 86 (- / - 1.5 HORZ(LL): 0.009 D C 198 / 94 / 125 ! - 1.5 HORZ(TL): 0.022 D Wind reactions based on MWFRS Creep Factor: 2.0 B Min Brg Width Req = 1.5 Max TC CSI: 0.646 D Min Brg Width Req = - Max BC CSI: 0.424 C Min Brg Width Req = - Max Web CSI: 0 000 Bearing B is a rigid surface. Bearing B requires a seat plate. VIEW Ver: 17.02.01A.1115.21 w M f / t f ATE 41 of AIr wRww.w/rr'wti wwR \ 40 278 ref tra.-`tYA- 02/28/2018 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 isses require extreme care in fabricating, handling shippin installing and bracing. Refer to and follow the latest edition of BCSI (Building mponent Safety Information, by TPI and SBCA) f r safety ractices prior to performing these functions. Installers shall provide temporary icin per SCSI,. Unless noted otherwise,top chord shall have properiv attached structural sheathing and bottom chord shall have a properly chd ngld ceilingq Locations shown forpermanent lateral restraint t f webs shall hav% bracing Installed p?r SCSI sections B3, B7 or B10appicaeAppTylatestoeachface, of truss and position as shown above and on the Join Details, un ess noted otherwise. Refer to' wings 16OA-Z for standard plate positions. ine, a division of ITW Bttildin ompon nts Group Inc. shall not be responsiple for any deviation from this drawin an , failure to buildthe s in conformance with ANSI! t Rl 1, or or handling, shipping, installation and bracing of,trussesA seal on this dr win9 or he suitabili inggthisdrawingindicatesacceptanceofroesslonaengineeringresponsibilitysolelyforthedes' n ggho n. ty J0seofthisdrawingforanystructureistheresponsibilityoftheBuildingDesigrierperANSI/TPI 1 Nc.2. more information see this iob's oeneral notes oaoe and these web sites. ALPINE. www.alomeitw.com. TPI: www.tomst.oro: SBCA. www.sbcinduslrv.com. ICC. www.iccsaf 0. Nfr4V`C9MPANY 13723 Riverport Drive Suite 200 Maryland Heights, MO 6304; Job Number: N333706 W FL / N FL / TEENBLDR Truss Label: CJ5 Ply 1 SEQN 50211 / T39 /JACK Cust RR8975JRef iW8V89750110 Qty 4 FROM RWM DrwNo 059.18.123307219 KID / DF 02/28/2018 4"2Y_ f iti1 f W1 4' 11 "4 1'4,.-- 4' 11 "4 Loading Criteria (psn Wind Criteria Snow Criteria (Pg,Pf in PSF) TCLL: 20.00 Wind Std. ASCE 7-10 Pg: NA Ct NA CAT: NA TCDL: 1700 Speed. 150 mph Pf NA Ce: NA BCLL 000 Enclosure: Closed Lu NA Cs: NA BCDL 1000 Risk Category. 11 Snow Duration: NA Des 47,00 Mean Height4 00 ft NCBCLL 10,00 TCDL psf15 Cod Criteria Soffit: 000 BCDL 5.0 psf 6ri ed 2017IBldgCode. c 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) 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 "136" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0.131"0.0", min. toe -nails at top chord. Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(TL): NA HORZ(LL): 0.005 D HORZ(TL): 0-011 D Creep Factor: 2.0 Max TC CSI: 0.401 Max BC CSI: 0.276 Max Web CSI: 0.000 VIEW Ver 17.02.02A 1213,21 a x ATE 0 0 t! ! 1• 'll sxt. 90278, 02/28/2018 Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 370 /90 /312 /- 1117 /8.0 D 92 /7 /70 /- 11.5 C 158 / 76 / 99 f - / 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 sses require extreme care in fabricating, handling shippin installing and bracing. Refer to and follow the latest edition of BCSI (BuildingnponentSafetyInformation, by TPI and SBCA) fbP safety ractices prior to performing these functions Installers shall provide temporary Ding er BCSI Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a properly ched rigid ceiling Locations shown for ermanent lateral restraint of webs shall have braacln installed per BC I sections B3, 67 or B10' applicable AppTy plates to each face ofptruss and position as shown above and on the Joint9Details, unless noted otherwise. Refer to Brings 16OA-Z for standard plate positions. a division of ITW Buildin omponents Group Inc. shall not be responsible for any deviation from this drawingg anv failure to build theconformancewithANSI11, or for handling, shipping, installation and bracing of.trussesA seal on this drawirSg or cover page, this drawing indicates acceptance of professwnatf engineeringg resgonsibiht yy solely for the desi n shown. The suifablllty e of this drawing for any structure is the responsibilit}7 of the 6uildi ig Desigder per ANSIlTPI 1 S%c.2. ALPINE 2400 Lake Orange Or. Suite 150 Orlando FL, 32837 Job Number: N333706 W FL/NFL/TEENBLDR Truss Label: CJ5A Loading Criteria (psf) TC L L: 20,00 TCDL: 17.00 BCLL: 0.00 BCDL: 1000 Des Ld 47 00 NCBCLL: 10,00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std ASCE 7-10 Speed: 150 mph Enclosure Closed Risk Category II EXP.0 Mean Height: 15.00 It TCDL 4 2 psf BCDL: 5 0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 it Loc. from endwall: not in 4.50 ft 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 "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure Ply 1 SEQN 50212 / T14 / JACK Cust R R8975 JRef 1 W8V89750110 Qty 1 FROM RWM DrwNo 059 18 1233 07686 KO / DF 02/28/2018 4'8' 4'17+'4 4.8" T 2X4 DC 5' 4.8_ 1.4..... _ 4,8.. . 3M12 Snow Criteria (Pg Pf in PSF) Def /CSI Criteria Pg: NA Ct NA CAT NA'PP Deflection in loc L/defl L/# Pf: NA Ce NA VERT(LL) NA Lu NA Cs: NA VERT(TL) NA Snow Duration NA HORZ(LL) 0 004 F HORZ(TL): 0.009 F Code ! Misc Criteria Creep Factor 2.0 Bldg Code: FBC 61h ed 2017 Max TC CSI 0,343 TPI Sid: 2014 Max BC CSI 0,242 Rep Factors Used: Yes Max Web CSI: 0,139 FT/RT20(0)110(0) Plate Type(s) WAVE VIEW Ver 17.02.02A.1213.21 VVVes•!h 70. 00.0 w tNTEd/ 02/28/20 i 8 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 365 !88 /307 !- /117 /8.0 G 223 /85 /171 /- /- /8.0 Wind reactions based on MWFRS B Min Brig Width Req = 1.5 G 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# 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 (BuildingComponentSfetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions Installers shall provide temporary bracing per BGSI. Unless noted ottherwise,top chord shall have properlyY attached structural sheathingg and bottom hord shall have a propperlyattachedrig9idcellinLocationsshownforermanentlateralrestraintofwebsshallhavebrcinqinsTalledperBCIsectionsB3, 67 or 910, as appllca131e. App y plates to each face otptruss and position as shown above and on the olnCDetails, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buttildingg omponents Group inG. shall not be respponsible for any deviation from this drewing ally failure to build the truss In conformance with ANSIlI 11, or For handlin shippin , Installabbn and bracing of trussesA seal an this drawtrtg or cgver palistingthisdrawingindicatesacceptanceofproessronaienineeringresponsibilitysolelyforthedesinshown. The suitabilityanduseofthisdrawingforanystructureisaresponsibilitoftheBuildingDesigerperANSIfTPI1S-6c.2. For more information see this iob's oeneral notes oaae and these web sites. ALPINE. www.aioineitw.com. TPI. www.loinst Ora SECA wwwsbcindustrv. com: ICC www. iccsaf ALPINE tN iT.Y CnMOanY 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 Job Number: N333706 Ply i SEQN 50213 / T19 / JACK ! Cust RR8975 JRef: lW8V89750110 W FL f N FL / TEENBLDR City 1 FROM RWM DrwNo 059 18.1233 07218 Truss Label: CJ58 KD / DF 02128/2018 I Loading Criteria (psf) Wind Criteria TCLL 2000 Wind Sid. ASCE 7-10 TCDL 1700 Speed: 150 mph BCLL 000 Enclosure. Closed BCDL 1000 Risk Category: II EXP.0 Des Ld 47 00 Mean Height: 15,00 ft NCBCLL 10.00 TCDL 4.2 psf Soffit 000 BCDL: 5.0 psf Load Duration 1 25 MWFRS Parallel Dist. 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 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. Right end vertical not exposed to wind pressure, 4'8" 4'1,1'14 I;.!.2X4 DC 5 y 48 48 3M12 Snow Criteria (P9,Pf in PSF) ! Defl/CSI Criteria Pg NA Ct NA CAT NA, PP Deflection in loc L/deft L/# Pf: NA Ce: NA VERT(LL) NA Lu: NA Cs: NA VERT(TL): NA Snow Duration NA HORZ(LL) 0 004 F HORZ(TL): 0.009 F Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 6th.ed 2011 Max TC CSI 0 343 TPI Std: 2014 Max BC CSI: 0,242 Rep Factors Used: Yes Max Web CSI: 0.139 FT/RT:20(0)/10(0) Plate Type(s): WAVE i VIEW Ver 17.02 02A.1213 21 F w f, Y 40 278 risrCftn NAk- 02/28/2018 Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W B 365 / 88 / 307 I - / 117 / 8.0 E 223 /85 /171 /- /- /4.0 Wind reactions based on MWFRS B Min Erg 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# WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI and SBCA) handling, saety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted otherwise,top chord shall have properlyy attached structural sheathing and bottom hord shall have a propperly id ceding Locations shown for Aermanent lateral restraint bf webs shall hav braacingq installed per BCI sections 83, B7 or 810. i e. Am) v plates to each face of truss and position as shown above and on tt e Jomi Details. unless noted otherwise. Refer to from this drawin an failure to buildthe 1 seal on this dr wl or T.he sua'rtabilityrorthedesinshovin. ANSI/ TPI 1 S6c.2. ALPINE any AN rtv.':t1MPArvv 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 F N tuber: N333706 N FL / TEENBLDR s Label: CJ51 Ply 1 SEQN: 50214 t T33 / JACK Cush. R R8975 JRef 1 W8V89750110 Qty 1 FROM: RWM DrwNo 059.18,123308123 KM / DF 02/28/2018 Loading Criteria (psf) TCLL 2000 TCDL 17,00 BCLL 0.00 BCDL 1000 Des Ld. 47.00 NCBCLL: 1000 Soffit 0.00 Load Duration: 1_25 Spacing: 24.0 " 2X4(A1) Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP C Mean Height: 15.00 ft TCDL 42 psf BCDL: 5-0 psf MWFRS Parallel Dist 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall not in 4.50 ft GCpi 0 18 Wind Duration: 1.60 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design Additional Notes Provide (2) 0.131"0.0", min toe -nails at top chord. Provide (2) 0.131"x3.0", min toe -nails at bottom chord. a 4' 11 "4 411 "4 Snow Criteria (P9,Pf in PSF) Pg NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 6th.ed 201 TPI Std 2014 Rep Factors Used: Yes FT/RT 20(0)/l0(0) Plate Type(s): WAVE 0 Deft/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(TL): NA HORZ(LL): 0.006 C HORZ(TL): 0.015 C Creep Factor: 2.0 Max TC CSI: 0,450 Max BC CSI: 0,301 Max Web CSI: 0.000 VIEW Ver: 17.02.02A.1213.21 J ATE Gl .":a- P 0 278 'NA&'F/0NAt- 02/28/2018 9,4„ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W A 249 /43 /185 /- /91 /8.0 C 96 /10 /76 /- /- /1.5 B 168 / 80 / 109 / - / - / 1.5 Wind reactions based on MWFRS A Min Brg Width Req = 1.5 C Min Brg Width Req = - B Min Brg Width Req = - Bearing A is a rigid surface. Bearing A 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, handling shipping, installing. and bracing. Refer to and follow the latest edition of SCSI (BuildingtSfetyInformation, by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary. BeSI. Unless noted otherwise,top chord shall have properly attached structural sheathing9 and bottom chord shall have a pro pperlyidceilinqLocationsshownforpermanentlateralrestraintofwebsshallhavbraacing9nslailedperSCSIsectionsB3, 87 or 910 I e.- Applgy plates to each face_ o truss and position as shown above and on t ie JoinPlPetaiis, unless noted otherwise. Refer to 1 omponents Group Inc shall not be responsible for any deviation from this drawinq anY failure to build the 1 11, or for handlin jq, shippin?, installation and bracing gf,trussesA seal on this dr wirtg or over page , acceptanceofrdessiona! en ineering responsibdi yy solely for the des! n shown. he suitability anystructureistheresponsibilit,7of the Building Desigi5er per ANSI/TPI 1 W.2. ral notes page and these web sites: ALPINE: www.albineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustrv.com: ICC: www.iccsaf A ILP NE1nw 0 e. 2400 Lake Orange Dr. Suite 150 Odando FL. 32837 Job Number: N333706 W FL / N FL / TEENBLDR Truss Label: CJ3 Ply: 1 SEQN 50215 1 T36 / JACK Cust: R R8975 JRe( 1 W8V89750110 Qty: 6 FROM: RWM DnwNo 059.18 1233 07687 KID / DF 02/28/2018 Loading Criteria (psf) TCLL: 20,00 TCDL 17,00 BCLL: 0.00 BCDL: 10.00 Des Ld. 47.00 NCBCLL: 10,00 Soffit 0.00 Load Duration: 1.25 Spacing: 24.0 " 4"2 W' 1'4" 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: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall. Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set " 136" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0.131"0.0", min. toe -nails at top chord. Provide (2) 0.131"x3.0", min. toe -nails at bottom chord r 7 2' 11 "4 2' 11 "4 Snow Criteria (Pg.Pf in PSF) Pg:NA CtNA CAT: NI Pf NA Ce: NA Lu NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 6th.ed 201 TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE is h Defl/CSI Criteria PP Deflection in loc L/deft L/# VERT(LL) NA VERT(TL): NA HORZ(LL): 0.001 D HORZ(TL) 0.001 D Creep Factor: 2.0 Max TC CSI: 0.368 Max BC CSI: 0,077 Max Web CSI: 0,000 VIEW Ver 17.02 02A.121321 E JC e o I • ss e 0 278 r i*tr,S O A r A to Maximum Reactions (Ibs) Loc R /U /Rw /Rh !RL /W B 285 / 77 / 252 /- / 79 / 8.0 D 50 /4 /42 /- 11.5 C 80 / 39 / 44 /- / 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# 02/28/2018 WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT`" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uses require extreme care in fabricating, handlingg shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingmponentSafetyInformation, by TPI an tl SBCA) f8r sarpety practices prior to performing these functions Installers shall provide temporary cin per BCSi.. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a properly ach d rippe, cAp I, Locations shown for permanent lateral restraint of webs shall have bracing installed p r BC I sections 63, B7 or tt10 aPphcaole. Appply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to iwengs 16OA-Z for standard plate positions, ne, a division of ITW Buiidl'ncL omponents Group Inc,shall not be responseble for any deviation from this drawing anv failure to build thegsinconformancewithAN011, or for handlinshippin , Installation and bracin9 of trussesA eal on this drawir5g or cover pagqe , ingthisdrawing, indicates acceptance of ppro'essionalq an ineerin responsibilitty solely for the des i n shov 7n. The s , billty J use of this drawing for any structure is the responsibilit? of the uilding Desigrfer per ANSIITPI 1 S2c.2. more information see this iob's oeneral notes Daoe and these web sites: ALPINE: www. alaioeitw.com. TPI: www.toinst.ore SBCA. wwwsbondustry com. ICC: www.iccsafe A14111011111.1 L NEm« cc> hr r 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333706 Ply 1 SEQN: 50216 / T32 / JACK Cust RR8975 JRef. 1 W8V89750110 W FL f N FL / TEENBLDR Qty 1 FROM RWM DIwNo 059 18.1233.07780 Truss Label: CJ31 KM / DF 02/28/2018 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: 125 Spacing: 24.0 " 4"2 I_ 2X4(A1) Wind Criteria Wind Sid: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP:C Mean Height: 15 00 ft TCDL. 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 It Loc. from endwall: Any GCpi: 0,18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SIR #2 N Bot chord 2x4 SP #2 N Lumber value set "136" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0.131"x3.0". min toe -nails at top chord. Provide (2) 0.131"x3 0", min. toe -nails at bottom chord 12 B 2' 11 "4 2'11"4 Snow Criteria (Pg,Pf in PSF) Pg:NA Ct:NA CAT N/ Pf: NA Ce NA Lw NA Cs: NA Snow Duration NA Code / Misc Criteria Bldg Code: FBC 6th.ed 201 TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria Maximum Reactions (Ibs) PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh ! RL / W VERT(LL): NA A 151 / 25 / 111 / - / 54 / 8 A VERT(TL). NA C 56 / 7 / 45 ! - 1- / 1.5 HORZ(LL): 0,001 C B 97 / 47 / 63 ! - /- / 1.5 HORZ(TL): 0.003 C Wind reactions based on MWFRS Creep Factor 2 0 A Min Brg Width Req = 1.5 Max TC CSI: 0 198 C Min Brg Width Req = - Max BC CSI: 0.115 B Min Brg Width Req = - Max Web CSI: 0 000 Bearing A is a rigid surface. Bearing A requires a seat plate. VIEW Ver: 17.02.02A.1213 21 4r f`( I a•A wAf f! 0 278'4rrti ._0IV A.' Members not listed have forces less than 375# 02/28/20 i 8 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingg shipping, installing and bracing- Refer to and follow the latest edition of SCSI (BuildingComponentSafetyInformation, by TPI and SBCA) fb safty practices prior to performing these functions Installers shall provide temporary bracing per SCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall hav a propperly attached rl4id cellin9 locations shown for Aermanent lateral restraint of webs shall have bracing Installed per BCSI sections 63. 7 or t310 as applicable. Apply plates to each face of truss and position as shown above and on the, oint Details, unless noted otherwise. Refer to drawings 16OA-Z for standard plate positions Alpine, a division of ITW Building omponents Group Inc. shall not be responsible for any deviation from this drawin any failure to build thetrussinconformancewithANSI/l 11, or for handlin , shipping, mstallatsi n and bracing of,trussesA seal on this Nwl ing or cover page , . listing this drawing indicates acceptance of professional een ineering responsibilittyv sole )vV for the des n shov7n. The suitabilityanduseofthisdrawingforanystructureisfheresponsibilityoftheBuildingDesigrierper'ANSIfTPI 1 S2c.2. or more information see this iob's aeneral notes bade and these web sites: ALPINE: wwwalomeitw. com: TPI. www. toinst.ore: SBCA. www. sbcmdustrv.com: ICC. www. iccsate ALPINE nry rtw muoar+r 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 t Job Number: N333706 Ply: 1 SEQN- 50217 / T40 / ,JACK Cust R R8975 JRef 1 W8V89750110 W FL / N FL / TEENBLDR Qty. 6 FROM: RWM DrwNo 059.18.1233.07217 Truss Label: CJi KD / DF 0212812018 Loading Criteria (psf) TCLL 20,00 TCDL 17,00 BCLL 0,00 BCDL. 10.00 Des Ldi 47 00 NCBCLL 10,00 Soffit: 0.00 Load Duration: 1.25 Spacing. 24.0 " 12 4 '2 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 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"0.0", min toe -nails at bottom chord. C 7 11 "4 11 "4 LO Snow Criteria (Pgpf in PSF) Defi/CSI Criteria Pg NA Ct NA CAT: NA, PP Deflection in loc L/defl L/# Pf NA Ce: NA VERT(LL) NA Lu NA Cs NA VERT(TL) NA Snow Duration. NA HORZ(LL) -0,000 D HORZ(TL). 0.001 D Code / Misc Criteria Creep Factor: 2.0 Bldg Code FBC 6th.ed 2011 Max TC CSI: 0.324 TPI Sid: 2014 Max BC CSI: 0.041 Rep Factors Used: Yes Max Web CSI: 0,000 FT/RT20(0)/10(0) Plate Type(s): WAVE VIEW Ver 17.02 02A.1213 21 2 y V DIY. yvv .r R g , ATE +. 9' 10"3 M Maximum Reactions (ibs) Loc R / U / Rw / Rh / RL / W B 265 /103 /263 (- /42 /80 D 1 /25 /21 /- 11.5 C -52 / 69 / 41 / 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# 02/28/2018 WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) fb safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properlyy attached structural sheathing and bottom Chord shall have a propperlyattachedrMidcelinLocationsshownforermanentlateralrestraintOfwebsshallhavebraacingqinstalledperSCSIsectionsB3. B7 or 910 asapplecae. Applgy Oates to each face ofptruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildinlComponents Group Inc shall not be responsible for any deviation from this dr wing apy failure to build the trussinconformancewithANSI/T PI 1, or for handling, shipping, installation and bracing of.trussesA eal on th I dr wtfiq orcover page , listingthisdrawingindicatesacceptanceofproTessfonatenineeringresponslbilisolelyforthedesinshoWn. The suitability anduseofthisdrawingforanystructureistheresponsibilityoftheBuildingDesigerperANSI/TPI 1 SeC.2. For more information see this lob's oeneral notes dame and these web sites ALPINE. www.aloineitw.com: TPI9 wwwtomst. ore S6CA www. sbcmdustrv.com: ICC. wwwiccsaf ALPINE 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333706 W FLINFL/TEENBLDR Truss Label: CJ11 Ply 1 SEQN 50218 1 T17 I JACK ! Cust RR8975 JRef. 1W8V89750110 Qty: 1 FROM: RWM DrwNo 059,18.1233.07999 KM / OF 02/28/2018 Loading Criteria (pstl TCLL 20.00 TCDL: 17.00 BCLL 0.00 BCDL 10.00 Des Ld: 47.00 NCBCLL 10.00 Soffit 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed:150 mph Enclosure: Closed Risk Category: II EXP:C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h.12 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpr 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/112013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "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. 11 "4 11 4 Snow Criteria (P9,Pf in PSF) Pg:NA CtNA CAT N/ Pf: NA Ce: NA LU:NA Cs: NA Snow Duration NA Code / Misc Criteria Bldg Code: FBC 6th.ed 201 TPI Std: 2014 Rep Factors Used: Yes FT/RT20(0)/10(0) Plate Type(s): WAVE 9' 10"3 Defl/CSI Criteria Maximum Reactions (Ibs) PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W VERT(LL): NA A 54 / 6 139 / - 116 / 8.0 VERT(TL)- NA C 16 / 4 113 l - / - / 1.5 HORZ(LL): -0.000 C B 25 / 13 / 17 / - l - / 1.5 HORZ(TL). 0.000 C Wind reactions based on MWFRS Creep Factor: 2.0 A Min Brg Width Req = 1.5 Max TC CSI: 0.013 C Min Brg Width Req = - Max BC CSI: 0.009 B Min Brg Width Req = - Max Web CSI: 0.000 Bearing A is a rigid surface. Bearing A requires a seat plate. VIEW Ver: 17.02.02A.1213.21 t ATE AEA •RMIf• \1 0 NA 02/28/2018 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 quire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingtSafetyInformation, byv TPI and SBCA) r safety practices prior to performing these functions Installers shall provide temporary. BCSI Unless noted otherwise,top chord shall have properIxY attached structural sheathin and bottom phord shall have a propperly liid ceiling.Locations shown forpermanent lateral restraint of webs shall have bracingq insalled per BCSI sections B3, B7 or Ei10 ed Apprpplateestoeachface. or truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to 60A-Z for standard plate positions, vision of ITW Building omponents Group Inc shall not be responsible for any deviation from this drawing anv failure to build the iformance with ANSII 1 1, or for handlln shipping, installation and bracing of.trussesA seal on this drawing or cover page drawing indicates acceptance of pro essronaf en ineering responsibili solely for the des i n sho n. The sun ability f this drawing for any structure is the responsibilit of the Building Desigrfer per ANSI/TPI 1 S2c.2. P90"w= 2400 Lake Orange Dr, Suite 150 Orlando FL, 32837 L yyLt 4 L L N a a L d Y L a L E i N O NESW r N 3 p N 0y NT YY N N Z °Y 0lU d3 L r aW a ma a O O L d L QE3 Y N S i J '° Q 2# t l:) L J y 3 L N 4 a Y Q U 6.N WN o E i ice fFi L ti YJCN C yNyU " 3 dL N 0 6 P M •-• > X M T N V N tl G 4 V d Q C O_ O L O Sc p N 3 Y P:l O a p 0 N M 0 C <c VO1OOJ3 E Y W O u y, ° l.7 i-' N " Vyy °- 4 r 4' tl W W M t Y U I Z J VlQ X " fpsOD N pLLJ NMfQaO _ U) c J , ° N ' tl L W O O 0 0~ U u 0 E 4+ Y V1 3 L a. Q O ' m" 0 a gi :Q 0. s t i w k ¢ <L Q) r C L O. " C r S W ti O A L 0, a° S" v o 0 a W l-7 a " Q p r a s o u E, e ,° '" E cF- Ui ° C .L y L " O" O W a L J E '^ C a '6 r W <C CY v oye SQ.L d LELc y aEa L,v T aK A A L N U N f1> O s N S N N i V c Y L M p V L H w r Q O t 'p j 2 S .ji Y Y" 4 !' " N o S` I C c W - L Y M L S" O N Qi n 7 7 3. J y N t G H N y W y4. E p L V' S$ y C C N W W o '- L7 N L L 4u` 2 r v O :v Cf J° tjC y ,5, V O O C W J l? l7 * L o OU as f°+ Lv w Yoo U 3 CL ¢ iif W : E 04t C Z Ql I- 4 f a (n fkz x r + LLl Y • Pam' L73 IILt ; 0 O 0O l "O CA L a a 0i /+ cu W A W fV N f W TS L 'a ! a i c u 1NIit ^•.. OO O e 4-) + UaV44- Q1 Q1 NIS y O .N c ? '' i d4t U= LUL / u aura d y ss - gR Q rrr L-p q if T Rig`{ Ql a a N U YZoS v zzz L3_ o C C r Q zo ( co a U 99 ilk r L ca Sa i ipa E d t - C s iiygyg$ a a 4P. QPN S^ 0 QQ -° "$vc"vc wyA ijfS Ll R V 6 O -- N4S O tl V II 4 >° tV yyYi' ggCq yg Y " iAc"i N > tit; P 3 yY6iY 3 o s I i3 Eiiw cn cu o e u IA SYi " a N a O T _ W > W ' ° C C n° 0u 0 X- ds° a o Z m O E a 4- L tl r 0 < y o= Lu 1S+ 9 'lj Lu as N V d V s O t S Q! L F' 0° ^ a c S y Ny .- s0 Iu In d yd } d d I E u O. o q is o o is o 0 Z.ca o 0 0 0 0 0 0 0 0 0 0 0 0© o 0 0 a O L PP P P P P P P P P P P P P P P P P P P N O. 3 O o000P P P P ooc>c>:. 00 P P P P P 000 P P P P c>000 P P P P 000000000 P P P P P P P P P lV L U Ll OJ •O D p W OO Z. P 4 4 4 h 0 Z. 4 Z. h 4 4 4 0 0 4 O O O 3 O CuN N ll N J x Q a iuoo v r iv000000 ool N 3 O NN N O N N N P P P P P P P T M e L 4' 4A d r W VI ° OD Q o 4 O ^ O o o O U L 3 O NN N N N N N N N iv v ao p a itr o a N O O O ro p OP bo boo 0 0000 V O. N ^.. li') c+7 W v o 0 0 iv cn a L 3O 00n n n OD OJ h h W ° T W T T O 07 o 0 0 0 0 0 0 0 L J x a o. ao a n o oa N J O n ( D W UD W ° 00 QO CO O ° T ° O. p N l7 aK u w a iu:» ih pi.i o i ininin aoi a L RlOL D D O I(1 O D IN Il9 C tv n (\ D I h :O O F W 00 OQ 1 W 00 f n O J P x Qa i0 i0 In 1(7 00 C1 N N V O O t!) 1 P O O U'1 N t n O D 1!1 00 01 00 t aQ 07 h i D L li V1O U Z. Z. 1(') N N N N o d P M C} M P P P P P P P P P P P P 1(l P P P P wL 114ma o G# 6 dd# d d a414, a ta, A v 1 0 V E K= uuO 41 i-' C E E V c L V O a ce D: 00 Y Q x 0 w N a W 7 L 041 3 M 40 N EU1E3 3 YS In a" O) a0Y N N a C V) s o ° map Y E L 3 +' 0 N 0 X a Y N a a> 7L w a h Q L 'O y tl 0 {ar IInn 4a+0. L t aU C L t' W C g V Y a N r a0 N L Q Sa s W g > Y & a L N a U d M S s Oct Y Ea S E 1 d L U fi J 0 CI ifU i E 441rY o M 6 I I N NL0a 0 a V III 0. 01 11 a 6\\ 7 11 x L 0- N f Q, Q E y00 Y M II W L Y tl 41 {' a i O L Q! r U p') N apY 11 Q II a h0' a m J Y, 4- M Y N N E II 4. N 0 Y l7 W L 6 a0YE Q) p U L x0Ta Y s O at i U 4. aiN O M O y v t y ry 7 E L M0a4- II a J a E E a a L N S It E 6 V 4LLOLda0E0Z O a N tl CU V L K t p - L 'a o O a U J a, a c T a n ao a E qS Q J 04 tl 7 E a i 3 0) W E Q, M (V E O a 0 V :p L 3 a N e L U Q a u a a x E 0 a a^, tl 07 a a a Q) xQx 0 ..S r E a Z 4' : 'A W aaiaaC Ca In3 c Y V E0 66 y Y 0 3 Y Ua L a sa o Y a Z OE s cn 3 E C L L C) a 0 0CL V- x 0 G M` N O t L A c S z0 0 o cE U a >U C a S La a 44 0 Y 'a L Q W of V O A O O to 0 o a Ipl7 ( I j QW. V W W , . N o p^ u Q N InQ v77 W 0 I( Y CO io OO Q Op q p Q ,IC4 poUAUZUZE QQWLdWL M M oQ op ccu 7N op Q Q Q Q," V'' N p Ui A8 p p 7 7 5; Z- IliN W a)- 0(4 0 8 pWp Wo op E¢ Q E O p p O p 0 0 6Zz zzzzZZ q o ML w U (Wp"1 - In M o Mtotl NN NNNN ^IN Q ( u N a Q Q Q Q 0 V) 4-1 V) aa Q¢ a v v Y---- In o p o o W WICE W a77dp0Oop0o Q W W W W W W W W 12 n00n000 O W M M W W W W GD U Q Q U Q Q Q Q)/1 N N N Q Q Q a u U aON z° ° z a7 N 7 0 / UL aN a i l7 • I,. d r 41cle t— v W Q z r r L' i 1 J W J 0 l7 L 3 W Q a a A G1 Q CL O } Cu ID z Q Q 0 J Z U F- U Q o Q a 1/ ti7 Pt/ytt Y ° ggr1 Y NN Ln4 itM , y c°~ y ° jai a 41 n b s 3N `all s BnnU J41 CN o "17 & m25' a Vskk` yy Ryl° pyMY V. An y o of is N° y v d" 8gs2a o" 9°c r 2 I--a" 40 4y.Q«"L LL Cl)Ot.G GY..Y« O o n N u 00 a 6 rol a _ p n c Z r N Q 0 Z ` a 4`m UJ w Nc U. N O Q X ° uwmNo J O W 0 > C m W, f u O E ujC4 m tq VlWd ev to rn ..a m R cr X .< 1 H PP>v oaN " a L a M a « O N R a a N V 0, = m a a 0Q.$3rntn 2 m a m w LV C C G C w G C C C C C C C C C C C dr w y w v v w v w w or w v 2 2 c w O o a 2 3 H n o a w w Q a o o m 10 r w A 1=AZ7 yy X C C q• 4 0 p 3« Ew« N o a T e a n a v N « « « « ° R N ~ 2i u u « R a s v° 2$« « o u+ o R C 0. 0. a a 0 m DO N N vwi d 10p a yNuvccw n H cc w a h H h V V m 2 rn _ 1pa p oC n'N t W ' V. on emoa Q gCOIV w C N W we u°S !n m in o w mo f w0 "ca3 dQzHmE wwZv4`om c.o: a a o z o W z mr° a oacmc o rci on p`.m of c 6 m C o y N W VVI C^CSC w «d G• a d o a o N m a c litoE-`a •-22cN Z x o o c -o m °io m "' caoKNrnNeg:E aRoe dcR aNud G` y `r o: o a °o ro d, q- mjo 'O Q o °` o a c c t c C fit m'6 o- V a rn rn a c E W oo `mn a°t oY «=o JSv3aErnNcuugaa o 3 olo'Da m q a y T p f7G Km.. 'R ry N N c N o 0.q iUNcoUrnaRcT°¢ Z i N00 ZOzi i O J W cr N o O n W D f r cr k O O 0 0 0 O p., UUUOi ;. f wNwww www%ff i 1, tww co LAI Q W l: Q Q1 Q 0 n E E x c E o M :2L R AvE- c a aERSXN rn 7 N N u Y W a —" a . a;; gym, oa —° mNNrn3Rc F aci c N 0.` 0. L C; rn a 0 tY M. m O N V c; c a ° > L Earn d m o H rnQc ucE 10 0c p'Ta21.4t-0 a c rnoo W L N 4 N 2a L Z C W F— O N 0.C E G CT «rn.,_ w 2, Q G H Q O L C R 4 4° N c a a a Zvoo« o°F°A E Yd° a 'm °•? RRNavo Loo« mc" 6m H> E E aW=;Nd E0; maEE9 c W C G 4 i0 at; N R C. F-coEwE sib d9 a a w r n -N e ---------- *s 5 1 5 t t 1 1 a. 6. cL (L LJ41 g 11, 0 m 1 11E- 1A 7EO- -U U 1 ;11t z z WW 7 tll cj U Oi E- t- ; " I gitit Co 0 ' Ex- 60. 5 U 0 z t, H ! P z < 0 a 0 gym U U C) Qc IN r- IUDCM, C4 W111,111 "fil 0 zp -{ ' ary [l[0U- .5 0 a zI co 0 0 z 0 oilE- uz SIM 441 , Ds w E- w Ali E- V) UJ r, 00mwV) cr n uj 0) crC,4 D I U- 0 >- bo IIIF-> 1Q) z0 CL z LAJ n U.1 z Z U.; 0 : Fx 0 F- : Rr V) cr0 CY 0 T- 0 CL ti V) F- w R Oz n C LnmDHIt LJXF- X OUZ, U, a. F- CLcr ui < 0 F- W CC) F- z82 0z z U. 1 Jz 0 03: 0 w-, v4 41 0w LLJ 0 z I' l L. 0 V) z Permit # City of Sanford Building and Fire Prevention Product App o,a-,G62 l yl Specification Form A s"i Project Location Address Marco, Lot 28 As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) 1. Exterior Doors Swinging Therma Tru Swinging Ext. Door (front door) FL20461-R2 Sliding MI Windows Pocket 2 panel sliding door FL15332.06 Sectional Windsor Garage Doors Sectional Ext. Door single & Dbl FL15080.1 Roll U Automatic Other 2.Windows Single Hung MI Windows Block Single Hung FL17676.9, .13, Horizontal Slider Casement Double Hun Fixed MI WINDOWS Block Fixed Glass FL 18644.03 Awning Pass Through Projected Mullions MI Windows Mullion — Block and Frame FL18504.2 v Wind Breaker Dual Action Other June 2014 e % Category / Subcategory Manufacturer Product I Florida Approval # Description (including decimal) 3.Panel Walls Soffits Alpha Aluminum, Inc. Soffits FL16544.1 Storefronts W — `----------------- C u rta i n Walls Wall Louver Glass block Membrane Greenhouse LL- E.P.S Composite--__^- Panels Other 4.Roofing Products ------- Asphalt Shingles CertainTeed Shingles FL5444.1 Underlayments InterWrap, Inc. _ Underlayment's FUS216-113 Roofing Fasteners Nonstructural Metal R_o_ofin Wood Shakes and Shingles Roofing tiles Roofing - — - -- ------ - - Insulation Waterproofing -- - --- Built up roofing System wModified Bitumen ------ Single Ply Roof --- _ -- -- -- -- Roofing slate Cements/ __. ------ ---------------- Adhesives / Coatinc Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing _ E.P.S. Roof __- ----- ------ ---- ----------- Panels Roof Vents Millennium MMI-2 OFF RIDGE VENT 16568.1 Other June 2014 Category / Subcategory 5.Shutters Accordion Bahama Colonial Roll up Equipment __ Other 6.Skylights Skylights Other 7. Structural Component Wood Connectors Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products VAC Tie Down Applicant's Signature Applicant's Name Please Print) Manufacturer iTek Industries ss Plates ornmercial Concrete (Lintels Product escrintion IVIP International 1HVAC Tie Down Florida Approval # include decimal) L2197-R6 L1774.1 L14239-R4 June 2014 CITY OF SANFORD I AV Eli' BUILDING & FIRE PREVENTION JUL 2 3 2018 PERMIT APPLICATION application No: Documented Construction Woe: S _0000 Job .Wdress: I HwoHc District: YesEl No Commercial Tspcof\Vork: Nc%yQ__kddi(ion0 alteration Repait'll Dernoll Change ofVsill[l IovcEl Description of Work: Ban Re"ew Contact Person: Title: Phone: Fax: Email: Property Owner Information Name Pesident ofproperty ? Cit- v. s t i re Zip: — -------- - — ----- --- Contractor l9crmWo;i Name,_ r Phone, i 7 01 Street: Fa icy, State Zi): 7 il State Licens, No,: Architect/ Engineer Inforr-nation 1) ho Ll Street: Fa \w Cit\,. St. Zip: a ge n d c r: kl"\ l V; J 0 NFR: 1 01"I'l 1,\ 11.11M To RECIVID A NOT M. OF MWIFIN(WIEW M 1) REK LTIN YOL'[-\' P% N ING W !LT. FOR I)IP00 F)MOIS 10 N 01, it PROPERTV A NOTICE OF vq , I i,,j: RFC ORI-WA) \\F) PON] LD (A Till: JOB SI 11. M I ORF THE FIRST INSPE(JION, IF ) (a "I END 10 OAT W F 14 A N C I N G. (A ) N S U I I " I T H N 11 U I A I 1 4 D F R ( M F N B F F () i, F I ' F( () RD 1 0-) MIMIN( JOW1 1 1: [1 d 1.d t h.1 t a it I r, t k, 1_ l :!i: it, - JAY;? 0JJ [(J ki to EM r:qUrSma;n of on pon t i 3 S t'. r:yMorows appOM v, Cv, pjopjA) jh, ,, F, Wnd in the P10h: Uvord' OWN cotaq. anj We Mo W aliqrnal r:vnw; roquari A= whar go% sma2na: such a, On o" tn sn!% o, wly A UC of Pam z IS W On= 1hX I "M no ,_" t1-_, propcMYOFM ry a" C own S of Kovida req a uns pw> no' a o I a Ww in um 0: x co ums mp WO, " i adw No Mulne a pLy ra an chang; anj " Q he c,m,vn-,! tA, of 1h; of Ink: " T W WONA Kai ov to C==, Kv, WAsyn 104 in SW M to UP4 to Ounnn Sh oil CAQW& con", 4:=j , V OX CWn"d "'noa eunj On arny cymn n& "A he ayllwd 0 %M= PWO QA Von to Poo: M-NEWS AFFIDAVIT I : I cerrAQ that all of the foregoing infovinacion ii accurate and WE A "ork "M he done in compliance "Ith all aripUcablie la"s re2uhtin2consWuMon 2 a411 g. Y/= fcl:,,-117:,,. 7 < 1% A A D_- sari STEPHANIE RALLOAG=Mmlon # FF 175017 Expires November 9, 2018 CY nfy Ayew 1, Krovr n BELOW IS FOR OFFICE USE ONLY P(t-niizs 1:1 F01KC1 El Waninjon! [] p1=51POM Q— 1 Gor"'(1-liction Wcupancy We: Und Am I on! Sq h! of 'in- ()CCURM 1 -0:10 Fl.Clt.ic - :- ol'Al"ip'. We Spdnkkr Purink: Y&I n , [_j '. 1 w i, 21 iv 10 i UP! KFQ1 N I \ I 1_ \ 1-:s pan5w; . - or vktmT,, c YAS FF W%IT p MANY FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407,688.5080 Application Number . . . . . 18-00001462 Date 7/23/18 Application pin number . . . 472660 Property Address . . . . . . 464 ROCKY GROVE LN Parcel Number . . 21.19.30.510-0000-2820 Application type description NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Application valuation . . . . 229203 Application desc NOC ON FILE Owner Contractor TAYLOR MORRISON TAYLOR MORRISON C/P DAPHNE 2600 LAKE LUCINE DR STE 350 407) 257-6940 MAITLAND FL 32751 407) 489-1475 Structure Information 000 000 ---------------------- Construction Type . . . . . VB Occupancy Type . . . . . . RESIDENTIAL USE GROUP Flood Zone . . . . . . . . NONE Other struct info . . . . . ELEC - # AMPS 150.00 PLUMBING FIXTURES 18.00 NUMBER OF STORIES 1.00 SQUARE FOOTAGE 2173.00 Permit . I . . . . ELECTRICAL PERMIT Additional desc . . Phone Access Code 1065713 Permit pin number 1065713 Sub Contractor . STRADA ELECTRIC & SECURITY Permit Fee . . . . 60.00 Issue Date 7/23/18 valuation . . 6200 Expiration Date 1/19/19 Qty Unit Charge Per Extension 150.00 .4000 AMP ELECTRICAL - NEW CONSTRUCTION 60.00 Special Notes and Comments All projects within the City shall use WastePro for debris removal. Please contact WastePro at 407.774.0800. Normal hours for inspections are from 7:30 through 4:30 Monday through Thursday. Please be aware you must contact the Building Official to schedule a Friday or after hours inspection. This is required since not every inspector is licensed to do every type inspection. Communication is the key, so please contact the Building Official if you have any questions at 407,688.5058 or at dave.aldrich@sanfordfl.gov Water impact fee $1343.00 Sewer impact fee $3025.00 Other Fees . . . . . . . . . 01-APPLCTN FEE -ELECTRIC 25.00 01-APPLCTN FEE -BUILDING 25.00 01-APPLCTN FEE -PLUMBING 25.00 01-BLDG PLAN REVIEW 915.00 02-CURB CUT/DRIVE - SIF 40.00 FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED. I' Type of Nyork Description of' Plan Review Contactllll erson: Phone- Fs Name Street: A fieationP i1; . Documented Construction) Vailue:.$ ' Histtric:lstrit._o e ration Q Repair 0 " o t ha_ of Ue° vea Title: 30, 3 Email: C WO- er Information n, Phone: ^ Resident of property? : City, State Zip: P Information Name ='honQ: Street: o Fax:. L City, State Zip. State License No.: Architect/Engineer`146' rmation Naive: 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 COMMENCEMENTNT MIDST 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. commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code v ct ium 10. 2015 Fecrrut tiplxticaUoa fn-Wlditiowto th6,m4uirements of *s,permit, there may he additionid restrictions applicable to this property that-'-4y be fouridin lbe, 'p'ublio rdWrds, of, this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies., Accep*ce,of,,perinitisverificatio,ntha,tlw*ttltotif,ythbo*hc'rofthepre.pertyof-therquirementsofFloriditL*ton Taw, FS713. The Pit f ntract is requiredCitySanfordTequites, payment ofa, plwrey e4 at the, A copy the extgutod 00 in order.jo calculate a plan review charge and will be oonSidered the estimated construction value of the job at the time of submittal. The actual construction. value will be figur&based on the current -1CC V404tion 11k4le in effect at the time the pMait'is issued, in accordaIim local ordirumot_ Shout4 calcu'lated charges figured *9- the -executed wnbwt exceed the actual construction vaWe, credit will bexppfiqd to yt!uu'permit fv*, v*p1ho permit is issued. TeorlW, that All df the f6regbift information is azeut I * e 4'*t- workwill ,,, be Aonin coptp,lia,neie auie`la ws r- ithf appliocoustiructionattilzSignatureofE?wncr/ Agent w, Name V Oki I-^ SiVAWMOfNolwy-State of Florida -DOW SignaamreuDate CHERYL D AKERS PMY COMMISSION # FF998962 EXPIRI5S June 05, 2020 F Owner/Agent is PersonallyKnown to Mel or Conh=forlAgent is --%,f-Tersofially Kt)ovm to Me or Produced ID Type of ID Produced ID Type of ID BELOW ISIORPE-FIC-E USE ONLY Permits Required: Building[] Electrical'E] Mechanical[] Plumbing] GasE] Roof'[] Construction Type: Occupancy Use: Flood Zone; Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: YesFj NoEl # of Heads APPROVALS: ZONING; ENGINEERING: UTILITIES: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes DNo [] WASTE WATER: I BUILDING: CITY OF SANFORD One Time Credit Card Payment Authorization Form Sign and complete this form to authorize City of -S-anford to mare a one ti•rte debit to yourcreditcardlistedbelow. B.y signing, alis l7ogj-i i'guu give us peeutisxion Lo, CA bYt Vour.a't_' uttt !ot` t ea aunt indicated m on or after the indicated Oate: This-i Per-missjQn fol-'a siTQ1eAr4 S`action.Only, and does riot ' provide authorization for any additionSI, unrelated debits or credit -to your account, attiYvorize the City of Sanfo'rd'diarge.my credit cardfullname} - accoun't'iintlicateci' beioiiV for, amount) (date), P YiiiehC is for address dr pa &11D Billing Address 5-a I 4L'. Piiorre#- City, State, Zip Email Account Type: [] Visa ` MasterCard . -AMEX' Discover Cardholder Name Account Numberl?ts Expiration Date tdf ..... CCv Billing Zipcode SIGNATURE GATE (? authorize t v nam d: business to chart, q-the credit card indicate in this authorization form according to the teals outlinedabove, 'ibis yment authorization is for the goodslservices described- above, for the amount indicated atfctve only, and is valid foronetiroonly. I certify than am an authorized user of this credit card and that I will not'dispute thepayment with my credit card f, c rt r; so long as the transaction corresponds to the terms indicated in this form, iol 4-11 — UNIVERSAL ENGINEERING SCIENCES Consultants in: Geotechnical Engineering * Environmental Sciences Geophysical Services * Construction Materials Testing - Threshold Inspection Building Inspection - Plan Review - Building Code Administration 3532 Maggie Blvd, Orlando, 32811 - P: 407-423.0504 - F: 407.423.3106 Client: Taylor Morrison of Florida, Incorporated 2600 Lake Lucien Drive Suite 350 Maitland, FL 32751 Project: Thornbrooke 40s & 50s, SF House Lots Various Lots, Sanford, Seminole County, FL 32771 Area Tested: Residential House Pad ( Lot 282 Material: Fill Reference Datum: 0 = Bottom of Foundation Footing UES Project No: 01101401008.0000 Workorder No: 9394164-1 Report Pate: UES Technician: Raimundo Salazar Tot Date Tested: 07/26/2018 Ivpe of Test Field: ASTM D-2937 Drive Cylinder Methoc Laboratory: ASTM D1557 Modified Proctor The tests below meet the minimum 95% relative soil compaction requirement of Laboratory Proctor maximum dry density. Test No. Location of Test Range Maximum Density pef) C)ptimum Moisture Field Dry Density Pcf) Field Moisture Soil Compaction I Fill Depth inch) Pass or Fail 1 West Side Footing 0-1 ft 105.4 11.8 102.E 8.8 97 N/A Pas: 2 North Side Footing 1-2 ft 105A 11.8 103.7 9.3 98 N/A Pas: 3 East Side Footing 1-2 ft 105A 11.8 103.9 9.5 99 N/A Pas! 4 South Side Of Pad 1-2 ft 105.4 11.8 102.9 8.6 98 N/A Pas: 5 Center Of Pad 2-3 ft 105.4 11.8 104.1 9.8 99 N/A Pas: Remarks: 464 Rocky Grove. 4 r- —#-P, 6,$— —4-1 #-1 'G-'#' fhn Q'J'6- —4 --h—, oft --#. - —f—w-4 — --+, ^,F —, —1 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value:` Job Address: Historic District: Yes No Parcel ID: /3 Residential [f Commercial Type of Work: New 9 Addition Alteration Repair Demo Change of Use Move Description of Work: NEW RESIDENTIAL PLUMBING Plan Review Contact Person: Phone; Fax: Email: Property Owner information NamePhone: Street: City, State Zip: Title: Resident of property? : Contractor Information Name NORTHWEST PLUMBING OF ORLANDO Phone; (770) 941-5421 x''/)x Street: 6310 MABLETON PARKWAY, SUITE. 1000 City, State Zip: MABLETON, GA 30126 Name: Street: City, St, Zip: 4T Bonding Company: Address: Fax: ( 770) 941-9522 State License No.: CFC1426562 Architect/ Engineer Information Phone: Fax: E- mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITII YOUR LF.NDKR 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 ocrtify that no work or installation has commenced prior to the issuance of a permit and that all work will be perfonncd to meet standards of all laws regulating colistruction 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 Sball be inscribed with the date of application and the code in effect as of that date:.St° Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Appliention NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713, The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature ofOvmer/Agent Datew Print Owner/Agent's Name S ignatom of Notary -state of OHner/Agent is Personally Known to Me or Produced ID Type of ID r, ,.,. i J/ -/- 41 Signalurekf /Agent TONY MANLY Print Contractor/.Agent's Nam d4lw '4' si aturcof airy-Sta:eof Florida tc 11ttpiF/N11/tttiw.61l Lht. Contractor/Agent is N/ Personal Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction. Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Revised: June 30, 2015 Permit Appi ication a a a Ile 1 When Buildings Talk, We llstan. FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: Ta R Z? __ Street: 464 f c. t r go ve- e 4 &; e City, State, Zip: fart.' c (j t) Design Location: De,,k`t)n Square Feet: 1" `1 Envelope Leakage Test Results Single Point Test Data: HOUSE PRESSURE: ` C) FLOW: Builder Name: Permit Office: Permit Number: Jurisdiction: Conditioned Volume: Leakage Characteristics Pass F] Fail CFM (50): 1 ACH(50): . , -,) C'T 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 parry. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with section R402.4.1.2. SIGNATURE: PRINTED NAME: L: C_ facac 17c _ DATE: Where required by the code official, testing shall be conducted by an approved third -party. A written report of the test results shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: Testing was conducted in accordance with ANSI/RESNET/ICC 380 to meet the 2017 residential energy code. Florida Building Code Duct Leakage Rem Builder:`. Neighborhood: 7-/- /2 jS Lot #: Address: City: S A ^JF61e6 State: Permit #: Square Footage: /!!57q Stage of Construction for Test Rough in with Air Handler F Rough in no Air Handler Post Construction Duct Leakage Test Results: Duct Leakage percent requirement: 1/oSystem CFM25 Square Footage Duct Leakage CFW100s ft. Location Pass or Fail 1 j szZ Tit 5-S 2 3 4 5 Ef Pass 0 Fail Rating Company: fit" Inspection Date: f l - - f K Rater Name: r t tC 6, oC2 42 c, 4 Rater Signature: