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488 Rocky Grove Ln- 18-1225; NEW SFHCOUNTY OF SEMINOLE ' t IMPACT FEE STATEMENT STATEMENT NUMBER: 18100002 DATE: March 20, 2018BUILDINGAPPLICATION #: 18-10000283 BUILDING PERMIT NUMBER: 18-10000283 UNIT ADDRESS: ROCKY GROVE LANE 488 21-19-30-510-0000-2400 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACTFLATBOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPNCADDRESS: 2600TNAME: 0LAKE RLUCIIENRISON ODRIVE F FL ISUITE 350 MAITLAND FL 32751 LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 488 ROCKY GROVE LANE / THORNBROQKE PHASE 4 / SFRFEEBENEFIT RATE _ UNIT CALC UNIT TOTAL DUE TYPE DISTSCHEDRATEUNITSTYPEROADS -ARTERIALS CO -WIDE QRD Single Family ROADS -COLLECTORSHousing705.00 1.000 dwl unit 705.00 SingRle CFamily FIRE ESUEN/A Housing N/A 00 1.000 dwl unit Op LIBRARY CO-WIgIDE QRD 00 SCHQQLRgSe Family HouSin E QRD COWSingle 54.001. 000 dwl unit 54.00 Family PARKS Housing 51000. 00 1.000 dwl unit 51000,00 LAW ENFORCE N/ A Q0 DRAINAGE N/A 00 AMOUNT DUE 5, 759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF ABUILDINGPERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THECALCULATIONOFANYOFTHEABOVEMENTIONEDIMPACTFEESMUSTBEEXERCISEDBYFILINGAWRITTENREQUESTWITHIN45CALENDAR. DAYS OF THEDATEABOVEBUTNOLATERTHANCERTIFICATEOFOCCUPANYOROCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THEREQUIREMENTSOFTHECOUNTYLANDDEVELOPMENTCODE. COPIES OF RULESGOVERNINGAPPEALSMAYBEPICKEDUP, OR REQUESTED, FROM THE BUSINESSOFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101EASTFIRST STREET SANFORD, FL 32771 PAYMENT NE THE COUNTY OBUILDINGULDBEYPERMITNNUMBERCHECKOREATOTHERTOP LEFT AND OOFDTHIS ESTATEMENT, THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROMTHEDATEABOVE Parcel ID Number: 28-19-30- S'ID —0000- 2400 Prepared By Kim Carter and Taylor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. GRANT CIALOYY SEMINOLE COUNTY C:LF ,,: OF CIRCUIT COURT & COMPTROLLER BK 9.134 F's 1794 (1Ps5 ) CLERK'S 2018056199 RECORDED 05/17/2018 01:45:11 PM RECORDING FEES $10.00 RECORDED BY lidevoee 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 : Legal Description Addresses LOT Thornbroo a Phase IV according to the plat thereof, as recorded in Plat Book $/ Page;'-jbfthe public records of Seminole County, Flor'da. QG t'VZ- 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. l3(l)(b), Florida Statutes, N.A. 10. Expiration date of notice of commencement: One year from the date of recording. WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTENT TO OBTAIN FINANCING, CONSULT YOUR LENDER OT ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. 11. Date Signed : Signature of Owner's Agent: JoKn Asa Wright Taylor Morrison of Florida I Sworn to and subscribed before me this by John Asa Wright wh is personally known to me. tj Notary Public DA Clark x My commission expires: 6/27/19 vow Serial No. FF 209108 No nature:I: AND- K V Verification pursuant to Section 92.525, Florida Statutes. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to the best of my knowledge and belief. REQUIRED INSPECTION SEQUENCE TAYLOR MORRISON SFR-DETACHED Permit # BUILDING PERMIT Min Max Inspection Description 10 Form board / Foundation Survey 10 Slab / Mono Slab Pre our 20 Lintel / Tie Beam / Fill / Dawn 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 AdArPec- 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 Inspection DescriptionMinMax 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final MECAAMGAL-PERMIT, , Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 L-j CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No. Documented Construction Value: $ UKA ' -zq t 6qq. Job Address: 9.0 6t' v4kpt L,*— Historic District: Yes [I No Parcel ID: -19-30- 51Q -0000- q-9 0 Residential [ Commercial Type of Work: New AdditionEl AlterationO RepairEl DemoE] Change ofUse E] MoveD Description of Work: NEW SINGLE EAMILY HQME THQRNEBRQQK P LOT NUMBER: a q6 Plan Review Contact Person: Daphne Clark Title: Phone: 407-2576940 Fax: Email: de hne Permits Permits Pe[M iLMM 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 FL32751 State License No.: CBC1257462 Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: NIA Address: Mortgage Lender: N/ A Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certi(y 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: 51n Edition (2014) Florida Building Code Nik Revised: June 30, 2015 permit Application AL 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 ofAe—,/Agent Signature Contractor/Agent Date f TAYLOR MORRISQUOF FORIDA INC JOHN AS HT Print Owner/Agent s Na 3Print ' 71mer Signature of Notar!KSt66 of Flor*,,,, Sign ure 44<o'wry-State of Florida Da& MY W MWISSION t Ff 2N108 EXPIRES: June 27,2019 Owner/ Agent is yM Personally Known to Me or Contract4fegent is YES Personally Known to Me or Produced ID U/A Type of ID Produced ID NIA Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electricalff Mechanical'7( Plumbingo GasEJ Roof [] Construction Type: ti[!?:2 Occupancy Use: Z -5 Flood Zone: Total Sq Ft of Bldg: Z"'I -7 Min. Occupancy Load: 14, # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures 1:1 Fire Sprinkler Permit: Yes[] No -V`4 # of Heads Fire Alarm Permit: YesD No 1--) APPROVALS: ZONING: V L UTILITIES: WASTE WATER: ENGINEERING: k i(- (9-14111:6 FIRE: COMMENTS: Ok to construct single family home with setbacks and impervious area shown on plan. S. tS -1. 1 BUILDING: E <, I S1 & Revised: June 30, 2015 Permit Application CITY OF SANFORD i 2018 BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No Documented Construction Value: Job Address: goff 96 04 C't v4v4t Historic District: Yes No Parcel ID: 02 (1-19-30- 510 -0000- qy 0 Residential ly Commercial Type of Work: New 0 Addition Alteration Repair Demo El Change of Use Move Description of Work: NEW SINGLE FAMILY HOME - TH RNFBRQQK E ASE LOT NUMBER: {Q Plan Review Contact Person: _Daphne Clark Title: Phone: 4OZ-257-6940 Fax: Email: daphneQ Permits Perm itsFerm 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 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: N/A Address: Mortgage Lender: N/A Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVJEMENTS 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 Shalt be inscribed with the date of application and the code in effect as of that date: 5te Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713, The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of .c0AgM a Signature Contractor/Agent Date MY COMMISSION# FF 20atuo EXPIRES: V, 2019 f BondedTtsu4nrattl:t^.''n' Owner/Agent is YFq Personally Known to Me or Produced ID N/A Type of ID JOHN AS&VOGHT Print con n s Name V Sign ure o otary-State of Florida DaV On*t, D. A. CL X W O MMISSION I FF 2Q9108 EXPIRES: June 27, 2019 rf4 dv Bonded Thru 5*d l hGta? Senick Contractol?e&nt is YES Personally Known to Me or Produced ID N/!A Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof[] Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: COMMENTS: UTILITIES.40 ! WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application EN D, Application for Right -of -Way Use y' P0,_for Drivewa Walkwa & L.andsca e Department of Planning & Development Services www.sanfordfl.gov 300 North Park Avenue, Sanford, Florida 32771 Phone:407.688.5140 Fax.407.688.5141 This permit authorizes work to be done in the City of Sanford's right-of-way in accordance with the City's regulations and the attached construction plans approved as part of this permit. It does not approve any work within any other jurisdiction's right-of-way. All requested information below as well as a current survey, site plan or plat clearly Identifying the size and location of the existing right—of-way and use shall be provided or application could be delayed. r Itnaw wha1Y below. 6 Caltboforayoudig. 1. Project Location/Address: L4 es 2. Proposed Activity: Driveway ElWalkway Other: 3. Schedule of Work: Start Date Completion Date Emergency Repairs 4. Brief Description of Work:a IX FWA Y EX s 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 instaliationliimprovement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, orany general maintenance activities by the City becomes in conflict with the above permitted activity, the pemiittee 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 Requestor's property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its oouncilpersons, 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: 3 —,! f 1 f v Th*permit shall be posted on the site during construction. Please call 407.688.6080, Ext. $401, 24 hours In advance to schedule a pre -pour Inspection. Pre - pour Inspection by: Date: Seatember 2010 ROW Use oefvevav .,if I® Is CITY 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: daphneCa)permitspermitspermits.com Property Address: 488 Rocky Grove Lane Property Owner: Taylor Morrison of Florida, Inc. Parcel identification Number: 21-19-30-510-0000-2400 Phone Number: 407-629-0077 Email: The reason for the flood plain determination is: FE-1 New structure Existing Structure (pre-2007 FIRM adoption) Fj Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) Mla M'11111-11111E ...... .. ... 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: Fj The parcel is in the: EJ floodplain flooclway F-1 A portion of the parcel is in the: F-1 floodplain El floodway FEW The parcel is not in the: FE-Ifloodplain ofloodway The structure is in the: Elfloodplain floodway The structure is not in the: E] floodplain F-1 floodway If the subject property is determined to be flood zone 'A, the best available information used to determine the base flood elevation is: BP# 18-1225 Reviewed by: Michael Cash, CFM Date: June 14, 2018 SC;PA Parcel View: 21-19-30-510-0000-2400 http://parceidetaii.scpafl.org/ParcelDetaillnfo.aspx?PID=2119305100... Property Record Card Parcel: 21-19-30-510-0000-2400 Property Address: 488 ROCKY GROVE LN SANFORD, FL 32771 Parcel Information Parcel 21-19-30-510-0000-2400 Owner TAYLOR MORRISON OF FL INC Property Address 488 ROCKY GROVE LN SANFORD, FL 32771 Mailing 151 SOUTHALL LN STE 200 MAITLAND, FL 32751 Subdivision Name THORNBROOKE PHASE 4 Tax District Si-SANFORD DOR Use Code 00-VACANT RESIDENTIAL Exemptions 1 95.09 09 40CF) 10 A WNW OMW Seminole County GIS Legal Description LOT 240 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: 7T n T x E stimator 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 1 of 2 3/5/2018, 11:02 AM l FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation -Residential Performance d tl;x_ Project Name: Lot240ThornbrookSa QhomasAGLE G _ 1 -- Street: 4J fF r,, Builder Name: Taylor Morrison Permit Office: p e . ?. 7V1 1 City, State, Zip: FL ,k_w Permit Number: " "" l 2 Owner: Jurisdiction: 691500 Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2 ) 1. New construction or existing New (From Plans) 9. Wall Types(1988.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1675.30 ft' b. Frame - Wood, Adjacent R=13.0 312.67 ft' 3. Number of units, if multiple family 1 c. N/A R= ft' z 4. Number of Bedrooms 3 d. N/A R= ft' 5. Is this a worst case? No 10. Ceiling Types (2103.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 2055.00 ft' 6. Conditioned floor area above grade (ft') 2055 b. Knee Wall (Vented) R=30.0 48.00 ft' Conditioned floor area below grade (ft') 0 c. N/A R= ft' 11. Ducts R ft' 7. Windows(363.7 sqft.) Description Area a. Sup: Attic, Ret Attic, AH: Garage 6 411 a. U-Factor: Dbl, U=0.34 267.68 ft' SHGC: SHGC=0.31 b. U-Factor Dbl, U=0.58 96.00 W 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.32 a. Central Unit 42.0 SEER:15.00 c, U-Factor N/A ft' SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft' a. Electric Heat Pump 42.0 HSPF:8.50 SHGC: Area Weighted Average Overhang Depth: 3.757 ft. Area Weighted Average SHGC: 0.313 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (2055.0 sgft.) Insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation R=0.0 2055.00 ft' b. Conservation features b. N/A R= ft' None c. N/A R= ft' 15. Credits Pstat Glass/Floor Area: 0.177 Total Proposed Modified Loads: 61.34 PASSTotalBaselineLoads: 62.52 1 hereby certify that the plans and specifications covered by Review of the plans and vOE ST,44thiscalculationareincompliancewiththeFloridaEnergyspecificationscoveredbythis Q Code. calculation indicates compliance D with the Florida Energy Code. PREPARED BY: _ Before construction is completedp DATE: 3/1/18 this building will be inspected for C7 compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code. OWNER/AGENT: COI WE V BUILDING OFFICIAL: p DATE: c DATE. '!;' O 5't Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). Compliance with a proposed duct leakage Qn requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with ANSI/RESNET/ICC 380, is not greater than 0.060 Qn for whole house. 3/1/2018 10:27 AM EnergyGauge O+ USA - FlaRes2017 Section R405.4.1 Compliant Software. Page 1 of 4 FORM R405-2017 PROJECT Title: Lot240ThornbrookSaintThom Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 2055 Lot # Owner Name: Total Stories: 1 Block/Subdivision: ff 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 Blockl 2055 20139 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 Main 2055 20139 Yes 4 3 1 Yes Yes Yes FLOORS V# Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 179.5 ft 0 2055 f12 ---- 0.48 0 0.52 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul, deg) 1 Gable or Shed Composition shingles 2290 ft' 506 Q2 Medium 0.85 N 0.85 No 0 26.2 ATTIC V9 Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 2055 It' N N CEILING Vff Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Knee Wall (Vented) Main 30 Batt 48 ft' 0A1 Wood 2 Under Attic (Vented) Main 30 Blown 2055 ft' 0.11 Wood 3/1/2018 10:27 AM EnergyGauge(D 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 66 6 9 4 620.7 ft' 0 0 0.6 0 2 W Exterior Concrete Block - Int Insul Main 4.1 18 0 9 4 168.0 ft2 0 0 0.6 0 3 S Exterior Concrete Block - Int Insul Main 4.1 53 6 9 4 499.3 ft2 0 0 0.6 0 4 E Exterior Concrete Block - Int Insul Main 4.1 13 6 9 4 126.0 ft2 0 0 0.6 0 5 Garage Frame - Wood Main 13 33 6 9 4 312.7 ft2 0 0.23 0.01 0 6 W Exterior Concrete Block - Int Insul Main 4.1 22 0 9 4 205.3 ft2 0 0 0.6 0 7 E Exterior Concrete Block - Int Insul Main 4.1 6 0 9 4 56.0 ft2 0 0 0.6 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 Wood Main None 25 2 8 6 8 17.8 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 N 1 Vinyl Low-E Double Yes 0.34 0.31 N 77.1 ft' 1 ft 0 in 1 ft 0 in Drapes/blinds Exterior 5 2 W 6 Metal Low-E Double Yes 0.58 0.32 N 96.0 ft' 9 ft 0 in 0 ft 0 in None None 3 W 2 Vinyl Low-E Double Yes 0.34 0.31 N 57.8 ft' 1 ft 0 in 1 ft 0 in Drapes/blinds Exterior 5 4 S 3 Vinyl Low-E Double Yes 0.34 0.31 N 23.2 ft' 1 ft 0 in 1 ft 0 in Drapes/blinds Exterior 5 5 S 3 Vinyl Low-E Double Yes 0.34 0.31 N 39.1 ft' 1 ft 0 in 1 ft 0 in Drapes/blinds Exterior 5 6 E 7 Vinyl Low-E Double Yes 0.34 0.31 N 24.0 ftZ 8 ft 4 in 2 ft 6 in Drapes/blinds None 7 E 4 Vinyl Low-E Double Yes 0.34 0.31 N 38.5 ft' 1 ft 0 in 1 ft 0 in Drapes/blinds Exterior 5 8 E 7 Vinyl Low-E Double Yes 0.34 0.31 N 0 ft2 8 ft 4 in 2 ft 6 in None None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg, Wall Height Exposed Wall Insulation 1 460 ft' 460 ft2 64 ft 8 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000436 2349.6 128.99 242.58 3182 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:8.5 42 kBtu/hr 1 sys#1 3/1/2018 10:27 AM EnergyGauge) USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2017 COOLING SYSTEM V# System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 15 42 kBtu/hr cfm 0.75 1 sys#1 HOT WATER SYSTEM V# System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.95 50 gal 60 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 # V/ N Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 411 W Attic 102.75 Proposed On Garage cfm 123.3 cfm 0.06 0.50 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cool ng anFeb Mar Ap r Juny JuJXJ Au Oct Nov Dec Heatingtng d Jan Feb M AApr Jun JulMayrjrl Aug Xj Seep Oct Nov DecidVentingJanFebXMarXAprMayJunJulAugSepOctNovDec 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 3/1/2018 10 27 AM EnergyGaugeO,, 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* = 98 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 Single-family a. Concrete Block - Int Insul, Exterior b. Frame - Wood, Adjacent 1 c. N/A 3 d. N/A 10. Ceiling Types No a. Under Attic (Vented) 2055 b. Knee Wall (Vented) Area c. N/A 267.68 ft2 11. Ducts a. Sup: Attic, Ret: Attic, AH: Garage 96.00 ft2 12. Cooling systems ft2 a. Central Unit IM 3.757 ft. 0.313 Insulation Area R=0.0 2055.00 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: 41 Date: 3, 5 -if Address of New Home: q 8 ; , (a City/FL Zip: Insulation Area R=4.1 1675.30 ft2 R=13.0 312.67 ft2 R= ft2 R= ft2 Insulation Area R=30.0 2055.00 ft2 R=30.0 48.00 ft2 R= ft2 R ft2 6 411 kBtu/hr Efficiency 42.0 SEER:15.00 kBtu/hr Efficiency 42.0 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. 3/1/2018 10:27 AM EnergyGauge@+ USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 DEL -AIR Manual S Compliance Report 1"TING 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 For: Taylor Morrison SAINT THOMAS Design Conditions Job: LotNffhornbrookSaint... Date: 11/8/12 By: GCR Outdoor design DB: 92.5°F Sensible gain: 32190 Btuh Entering coil DB: 78.0°F Outdoor design WB: 76.3°F Latent gain: 4781 Btuh Entering coil WB: 64.0°F Indoor design DB: 75.0°F Total gain: 36971 Btuh Indoor RH: 50% Estimated airflow: 1450 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-042-230-19+CBA27UHF--042-230*++TDR Actual airflow: 1450 cfm Sensible capacity: 33699 Btuh 105% of load Latent capacity: 6722 Btuh 141% of load Total capacity: 40421 Btuh 109% of load SHR: 83% Design Conditions Outdoor design DB: 41.7°F Heat loss: 28576 Btuh Entering coil DB: 69.0°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-042-230-19+CBA27UHE-042-230'++TDR Actual airflow: 1450 cfm Output capacity: 34406 Btuh 120% of load Capacity balance: 31 'F Supplemental heat required: 0 Btuh Economic balance: -99 'F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1450 cfm Output capacity: 8.4 kW 100% of load Temp. rise: 0 'F Meets all requirements of ACCA Manual S. wrightsoft- 2018-Mar-01 10 30 02 Right-SuileO Universal 2018 18 0 10 RSU24011 Page I IC'Cl'l ffhoniasAGLE Lot 240T hornbrook Saint T hoinasAGLE rup Calc - M,18 Mouse faces E DE[.. AIR Component Constructions Job: Lot240ThornbrookSaint... M Date: 11/8/12 HEATING AM C NIUM1 10 Entire House By: GCR DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM For: Taylor Morrison SAINT THOMAS Location: Orlando Intl AR FL, US Elevation: 95 ft Latitude: 280N Outdoor: Heating Cooling Dry bulb (OF) 42 93 Daily range (OF) - 17 ( M) Wet bulb (IF) - 76 Wind speed (mph) 15.0 7.5 Indoor: Indoor temperature (IF) Design TD (OF) Relative humidity (%} Moisture difference (gr/lb) Infiltration: Method Construction quality Fireplaces Heating 70 28 30 1.5 Simplified Average 0 Cooling 75 18 50 46.4 Construction descriptions Or Area Ll-value Insul R Htg HTM Loss Clg HTM Gain ft, Bluhlft-F Rl-°FBtuh Bt"10t, Btu Bit,hftt" Btu Walls 13A-2ocs: Blk wall, stucco ext, r-2 ext bd ins, 6" thk n 543 0.201 0 5.69 3089 4.35 2363 e 111 0.201 0 5.69 634 4.35 485 s 437 0.201 0 5.69 2486 4.35 1902 w 219 0.201 0 5.69 1248 4.35 955 all 1311 0.201 0 5.69 7457 4.35 5705 16A-30ad: Knee wall, asphalt shingles roof mat, r-30 kw ins, 1/2" n 20 0.032 30.0 0.91 18 2.38 48 gypsum board int fnsh s 28 0.032 30.0 0.91 25 2.38 67 all 48 0.032 MO 0.91 43 2.38 114 Partitions 12C-Osw: Frm wall, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" 295 0.091 13.0 2.58 759 1.44 425 wood frm, 16" o.c. stud Windows 2A-2ov: 2 glazing, cir outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, n 77 0,340 0 9.62 742 10.6 816 1/8" thk, NFRC rated (SHGG=0.31), 50%4 drapes, medium, 1 it e 39 0.340 0 9.62 371 30.4 1170 overhang (6.25 ft window ht, 1 It sep.); 6.67 ft head ht w 58 0,340 0 9.62 556 30.4 1755 all 173 0.340 0 9.62 1669 21.6 3741 10C-v: 2 glazing, cir outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, e 24 0.340 0 9.62 231 13.6 327 1/8" thk; NFRC rated (SHGG=0.31), 50% drapes, medium, 8.33 it overhang (8 it window ht, 2.5 it sep.); 6.67 it head ht 2B-2fv: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, e 8 0.340 0 9.62 77 22.9 183 1/8" thk; NFRC rated (SHGG=0.31); 8.33 ft overhang (8 ftwindow ht, 2.5 it sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, cir low-e innr, 1/4" gap, s 23 0.340 0 9.62 223 10.8 251 1/8" thk; NFRC rated (SHGG=0.31); 50% drapes, medium; 1 it overhang (5.25 it window ht, 1 it sep-); 6.67 it head ht 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, cir low-e innr, 1/4" gap, s 39 0.340 0 9.62 374 11.1 429 1/8" thk, NFRC rated (SHGG=0.31); 50% drapes, medium, 1 it overhang (6.3 it window ht, 1 It sep.); 6.67 it head ht 2A-2omd: 2 glazing, clr outr, air gas, mtl no brk frm mat, cir low-e innr, w 96 0.580 0 16.4 1576 18.4 1770 1/4" gap, 1/8" thk; NFRG rated (SHGG=0.32), 9 it overhang (8 ft window ht, 0 it sep.); 6.67 it head ht wrightsoft- 2018- Mar -01 10 30:02 Right -Suited Universal 2018 18.0.10 RSU24011 Page 1 Cp` ..I Thot asAGLE Lot240ThornbrookSaintThornasAGLE.rup Calc - MJ8 House laces E Doors 11 DO: Door, wd sc type Ceilings 16B-30ad:Attic ceiling, asphalt shingles roof mat, r-30 cei I ins, 1/2" gypsum board int fnsh Floors 22A-tpl: Bg floor, light dry soil, on grade depth 11 18 0.390 0 11.0 196 12.0 213 2120 0,032 30.0 0.91 1920 1.74 3680 180 0.989 0 28.0 5024 0 0 Pk wrightsoft- 2018-Mar-01 10 30 02 Rrgh(-SLI1le0 Universal 2018 18 0.10 RSU24011 ACPage 2CK (ThomasAGL-E,Lol240ThornbrookSaintTliomisAC LE (LIP Calc MJ8 House faces E Project Summary Job: Lot240ThornbrookSaint 1RDELAIR Date: 11/8/12 NUMG - AIR CNMTIOMG Entire House By: GCR DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407-333-2665 Fax: 407-333 3853 Web: WWW DEL-AIR.COM For: Taylor Morrison SAINT THOMAS Notes: RVSD 05. 16.17 JB OLD NAME STANTON LS 1/ 15/18 JA LS 2/23/18 JA LS 2J27/18 JA Weather: Orlando Intl AR FL, US Winter Design Conditions Outside db 42 IF Inside db 70 OF Design TD 28 OF Heating Summary Structure 22868 Btuh Ducts 5709 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 28576 Btuh Infiltration Method Construction quality Fireplaces Simplified Average 0 Heating Cooling Area (ft2) 2055 2055 Volume (ft3) 20059 20059 Air changes/hour 0.32 0.16 Equiv. AVF (cfm) 107 53 Heating Equipment Summary Make Lennox Trade MERIT Model 14HPX-042-230-19 AHRI ref 10258591 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point = 31 IF Backup: Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 IF Daily range M Relative humidity 50 Moisture difference 46 gr/lb Sensible Cooling Equipment Load Sizing Structure 22451 Btuh Ducts 9739 Btuh Central vent (0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 32190 Btuh Latent Cooling Equipment Load Sizing Structure 2682 Btuh Ducts 2099 Btuh Central vent (0 cfm) 0 Btuh none) Equipment latent load 4781 Btuh Equipment Total Load (Sen+Lat) 36971 Btuh Req. total capacity at 0.75 SHR 3.6 ton Cooling Equipment Summary Make Lennox Trade MERIT Cond 14HPX-042-230-19 Coil CBA27UHE-042-230*++TDR AHRI ref 10258591 8.5 HSPF Efficiency 13.0 EER, 15 SEER Sensible cooling 31500 Btuh 42000 Btuh @ 47°F Latent cooling 10500 Btuh 26 IF Total cooling 42000 Btuh 1450 cfm Actual air flow 1450 cfm 0.051 cfm/Btuh Air flow factor 0,045 cfm/Btuh 0.30 in H2O Static pressure 0.30 in H2O Load sensible heat ratio 0.87 Input = 8 kW, Output = 28558 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. vvri4j"t!sc),ft- 2018-Ma,-01 10 30 02 Right SkjiteO Universal 2018 18 0 10 RSU24011 Page I ACCK tThomasAGLE Lot240TliortibrookS,,iifi[TtiornaSAGLF rup Calc == MJ8 House laces F Right-JO Worksheet 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: Lot240Tho rn brookSaintTh o Date: 11/8112 By: GCIR 1 Room name Entire House ms suite 2 Exposed wall 179.5 It 39.5 It 3 Room height 9.8 11 9.3 It heat/cool 4 Room dimensions 17.5 x 14.0 It 5 Room area 2054.5 IV 245.0 It2 Ty Construction U-value Or HTM Area (w) Load Area (w) Load number Btuh/(tl-'F) Bt i/ft') I or perimeter (ft) Bt jh) I or perimeter (ft) 61uh) Heat Cool Gross N/PiS Heat Cool Gross N/P/S Heat Cool 6 VLG13A-2ocs 0.201 n 5.69 4.35 620 543 3089 2363 75 75 425 325 2A-2ov 0,340 9.62, 10158 77 0 742 816 0 0 0 0. w 16A-Mad 0.032 n n 0.91 2.38 20 20 18 48 0 0 0 0 Vh13A-20cs 0.201 e 5.69 4.35 182 111111 634 485 0 0 0 0 1 OC-v 0,340 e 9,62 13,61 24 26 231 327 0 0 0 0 2A-2ov 0,340 e 9.62 30,36 39 0 371 1170 0 0 0 0 2B-2(v 0.340 e 9.62 22,87 8 9 77 183 0 0 0 0 13A-2ocs 0,201 s 5.69 4.35 499 437 2486 1902 131 131 743 568 2A-20v 0.340 s 9.62 10,84 23 39 223 251 0 0 0 0 2A -2ov I 0,340 s 9.62 11.06 39 54 374 429 0 0 0 0 W 16A 30ad 0,032 s 2,38 28, 28 25 67 28 28 25 13A-2ocs 0.201 w 5.69 4.35 373 219 1248 955 163 105 600 459 T__G6 2A -2omd 0.580 w 16.41 18.44 96 179 1576 1770 0 0 0 0 2A -2ov 0.340 w 30.36 58 556 1755 58 0 1556 1755 R L-D 12C-Osw 0.091 9.62 2.58 1* 343 0 295 760 425 0 0 0 0 11DO 0.390 n 11,04 M99 18 18 196 213 0 0 0 0 C 1613 -30ad 0.032 0.91 1.74 2120 2120 1920 3680 245 245 222 425 F 22A-tpl 0,989 27.99 0,00 2055 180 5024 0 245 40 1106 0 6 c) A ED excursion 1637 603 Envelope lossigain 19549 18475 3677 4203 12 a) InIttration 3319 1026 764 236 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants ( -b 230 5 1150 1 2301 Appliances/other 1800 0 Subtotal (lines 6 to 13) 22868 22451 4441 4669 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 22868 22451 4441 4669 151 Duct loads 43%1 5709 9739 251% 43% 11109 202 Total room load 285761 321901Airrequired (cfm) 14501 1450 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. r++ wrigtitsoft 2018 Mar-01 10 30 02 Right-SLI100 Universal 2018 18 0 10 RSU24011 Page 1AC ITI)oriiasAGL.E,t-ot240ThornbrookSiiniThomisACLErtip Galc =10,18 House faces E TDEL --AIR Right-JO Worksheet 1111ar10111ARttbH9mow" 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: Lot240ThornbrookSaintTho... Date: 11/8/12 By: GCR i Room name wic ext wic int 2 Exposed wall 5.0 It 0 ft 3 Room height 9.3 It heat/cool 9.3 It heat/cool 4 Room dimensions 7.0 x 5.0 It 5.5 x 5.0 It 5 Room area 35.0 fiz 27.5 ft? Ty Construction U-value Or HTM Area (ft2) Load Area (w) load number Btuluft2-'F) BtL IV) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 y! 13A-2oos 0.201 n 5.69 4.35 0 0 0 0 0 0 0 0 t--. 0 2A-2W ; n.._ 9.52 1 Q -.. 0 0 0 0, 9 0 0 0 W 16A-30ad 0. 040. 0. 032 n 0.91 2.38 0 0 0 0 0 0 0 0 13A- 2ocsl 0.201 a 5.69 4.35 0 0 0 0 0 0 b 0 i t 10C•v 0.340 a 9.62 13.61 0 0 0 0 0 0 0 0 2A- 2ov 0.340 a 9.62 30.36 0 0 0 0 0 0 0 0 2B- 2fv 0.340 e 9.62 22.87 0 0 0 0 0 0 0 0 13A- 2ocs 0.201 s 5.69 4.35 47 47 265 203 0 0 0 0 2A- 2ov 0.340 s 9.62 10.84 0 0 0 0 0 0 0 0 T:: CGG2A-2ov 0.340 s 9.62 11.06 0 0 0 0 0 0 0 0 W . 16A-30ad, .... 0.032 s 0.91 2.38 0 0 0 0 0 1 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 18.44 0 0 0 0 0 0 0 0 2A- 2ov 0.340 w 9.62 30.36 0 0 0 0 0 0 0 0 P 12C-dsw 0.091 2.58 1.44 0 0 0 0 0 0 0 0 P 11D0 0.390 n 11,04 11.99 0 0 0 0. 0 0 0 0 C 168-30ad 0.032 0.91 1.74 35 35 32 61 28 28 25 48 F 22A-tpl 0.989 2T99 0.00 35 5 140 0 28 0 0 0 6 c) AED excursion 25 4 Envelope loss/gain 437 239 25 44 12 a) Infiltration 90 28 0 0 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) 527 267 25 44 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 527 267 25 44 15 Duct loads 25% 43 % 132 116 25% 43 % 61 19 Total room load 658 383 31 63 Air required (cfm) 33 17 2 3 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. weiyl esoft^ 2018-Mar-01 103002 Page - ^•- °- RfgtN- SuiteQUniversal201818.0-10 RSU2401i 2 AC^ GAtThamnsAGLELot240ThornbrookSaintThortzasAGLE_ rup Calc - MJ8 House laces. F DEL AIR Right-JO Worksheet at ""1 AIR 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: Lot240ThornbrookSaintTho... Date: 11/8/12 By: GCR 1 Room name ms bth we 2 Exposed wall 7.5 it 0 It 3 Room height 9.3 It heat/cool 9.3 It heatrcool 4 5 Room dimensions Room area 1.0 x 137.5 it 137.5 It2 3.5 x 12.5 It 43.8 h2 Ty Construction U-value Or HTM Area (It') Load Area (It2) Load number Btuh/ftr °F) Btuh/ft2) or perimeter (it) Btuh) or perimeter (It) 131uh) Heat Cool Gross N/P/S Heat Cowl Gross N/P/S Heat Cool 6 y! 13A-2ocs 2A-2ov ...... :.... 0.201 0.340 n 569 9,62 4.35 1R 5 0 0 0 r 0..... 0 0 0 Q 0 0 0 0 0 0 0 W 16A-30ad 0.032 0 n 0.91 2.38 0 0 0 0 4 0 0 0 0 11 13A-2ocs 10C-v 0.201 0.340 a e 5.69 9,62 4.35 13.61 0 0 0 0 0 0 0 0 0 0 Q 0 0 0 O 0 2A-2ov 2B-2fv _ 0.340 0.340 a e 9.62 9,6E 30.36 22.87 0 0 0 0 0 0 0 0 0+ 0 0 0 0 0 0 0 13A-2ocs 0.201 s 5.69 4.35 70 47 266 204 0 0 0 0 2A-2ov 0.340 s 9.62 10.84 23 19 223 251 0 0 0 O 2A-2ov 0.340 s 9.62 11.06 0 0 0 0 0 0 0 0 W 16A-308d _ 0.032 is 0.91 2.38 0 0 0. 0 I 0 0 0 0 l 13A-2ocs 0.201 w 5.69 4.35 0 0 0 0 0 0 0 0 G 2A-2omd 0.580 w 16.41 18.44 0 0 0 0 0 0 0 0 L_{ 2A-2ov 0.340 w_ 9.62 30.36 0 0 0 0 0 0 0 0 P 12C-Osw 0.091 2.58 1.44 0 0 0 0 0 0 0 0 11130 0.390 n 11.04 11,99 0 0 0 0 0 0 0 0 C 161330ad 0.032 0.91 1.74 138 138 125 239 44 44 40 76 F 22A-tpl, ; _ 0.989 27.99 0.00 138 8 210 0 44 0 0 0 6 c) AED excursion 34 -6 Envelope loss/gain 824 6591 40 70 12 a) Infiltration 135 42 0 0 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) 959 701 40 70 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 959 701 40 70 15 Duct loads 125 431/. 239 304 251/6 4356 10 30 Total room load 1198 1005 50 100 Air required (cfm) 61 45 3 4 Calculations approved by ACCA to meet all reauirements of Manual J 8th Ed i"++- wr'i9'+tSotPt•" 2018-Mar-01 10.30.02 Right Swtel, Universal 2018 18.0.10 RSU24011 Pa SAC _.tThorn rsAGLE Lot240ThornbrookSaintThomasAGl_Erup Calc - MJ8 House faces E Page 3 QDEL-AIR Right-JO Worksheet MEATOU AM COMMOM Entire House DEL -AIR HEATING & AIR CPNDITIONING 531 CODISCO WAY, SANFORD, FL 32771 one. 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR COM Job: Lot240Thorn brookSain tTh o... Date: 11/8/12 By: GCR I Room name bdrm 2 b1h 2 2 Exposed wall 10,5 If 0 It 3 Room height 9.3 It heat/cool 9.3 It heat/cool 4 Room dimensions 14.0 x 10.5 It 5.5 x &0 It 5 Room area 147.0 Q2 44.0 h2 Ty Construction U-value Or HTIVI Area (ft2) Load Area (ft2) Load number I1I.h1ft2-F) BtL /ft2) I or perimeter (ft) EtUh) or perimeter (Q) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 t_G 13A-2ocs 0.201 n 5.69 4.35 0 0 0 0 0 0 0 0 1111,111- 1-1 2,&-2(w . .......... ... 0,340 n, 9,62 10,$8 0 0 0 0 0 0 0 0 W 16A-30ad' 0.032 n 0.91 2.38 0 0 0 0 0 0 0 0 1 Vh 13A-20cs 1OC-V 0. 201 0, 340 e e 5. 69 9. 62 4, 35 13. 61 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A- 2ov 0,340 e 9.62 30,36 0 0 0 0 0 0 0 0 2B- 2iv 0.340 q,, 9.62 22.$7 0 0 0 0 0 0 0 0 13A- 2ocs 0.201 s 5.69 4.35 98 79 447 342 0 0 0 0 2A- 2ov 0.340 s 9.62 10.84 0 0 0 0 0 0 0 0 2A - 2ov 0.340 s 9.62 11.06 19 14 187 215 0 0 0 0 W . . ...... 16A-30ad,, 0.032 s 0.91 2.36. 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 18.44 0 0 0 0 0 0 0 0 2A - 2ov, 0.340 w 9.62 30.36 0 0 0 0 0 0 0 0 R L- D I 2C-Osw 0.091 2.58 1.44 6 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 -30ad 0.032 0.91 1.74 147 147 133 255 44 44 40 76 F 22A-tpl 0,989 27.99 0,00 147 11 294 0 44 0 0 0 6 c) AED excursion 44 6 Envelope loss/gain 1061 767 40 70 12 a) Infiltration 189 58 0 0 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) 1249 8261 40 70 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1249 826 40 70 151 Duct loads 2 5% 1 43% 1 312 358 2 5% 1 4 3% 101 30 Total room load o1 156,11 1184 1 50 1 0105 Airrequired(cim) I 79 53, 31 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. I- 2018-Mar-Ol 10 30 02 AG A Rlgh(- SLIOO Universal 2018 18 0.10 RSU24011 IThoftiasAGLELot240- ThornbrookSaifill-lio;-nasAGLE rup Calc MJ8 House faces E Page 4 QDEL-AIR Right-JO Worksheet W4TM, AM CGROMU"M Entire House DEL -AIR HEATING & AIR CRNDITIONING 531 CODISCO WAY, SANFORD. FL 32771 one 407.333-2665 Fax. 407-333-3853 Web WWW.DEL-AIR COM Job: Lot240Tho rn brookSaintTho... Date: 11/8/12 By: GCR I Room name I bdrrn 3 laundry 2 Exposed wall 10,5 It 0 It 3 Room height 9.3 It het/coal 9,3 It heat/cool 4 Room dimensions 14.0 x 10.5 It 6,5 x 6.5 It 5 Room area 147.0 IF 42.3 IL2 Ty Construction U-value Or HTIVI Area (W) Load Area (W) Load number BtutV[tl-*F) BIUh/fI?) or perimeter it) BI jh) or perimeter (ft) Bluh) Heat Cool Gross N/PiS Heat Cool Gross N/P/S Heat Cool 6 13A-2ocs 0.201 n 5.69 4.35 0 0 0 0 0 0 0 0 ZA- 0.340 n 9,62 10.58 0 0 0 0 1 11 Q 0 10,1111, 1 1 0 W 16A-30ad 0,032 n 0,91 2.38 0 0 0 I'll, 0 0 0 0 0 Vh 13A-2ocs 0.201 e 5.69 4,35 0 0 0 0 0 0 0 0 1 0c-v 0.340 e 9.62 1 3.61 0 0 0 0 0 0 0 0 2A-2ov 0.340 e 9.62 30.36 0 0 0 0 0 0 0 0 2B-2(vl 0.340, e 9.62 22,87 0 0 0 0 0 0 0 0 V22A-2ov 13A-2ocs 0.201 s 5.69 4.35 98 79 447 342 0 0 0 0 0.340 s 9.62 10.84 0 0 0 0 0 0 0 0 2A -2ov 0.340 s 9.62 11.06 19 14 187 215 0 0 0 0 W, 16A-,30ad_ OA32 s 0.91 2.38 0 0 0 0 0 0 0 0 0.201 w 5.69 4.35 0 0 0 0 0 0 0 0 t13A- 2ocs f2 2A-2omd 0.580 w 16,41 18.44 0 0 0 0 0 0 0 0 2A -2ov 0.340 w 9.62 30.36 0 0 0 0 0 0 0 0 P 120'-0sw - - , , 0.091 2.58 1.44 131 131 336 188 61 43 110 62 L___D 11D0 n 11,04 11.99 0 0 0 0 18 Is, 1196 213 C 166-30ad 0.032 0.91 1.74 147 147 133 255 42 42 38 73 F 22A-tpI 0.989 27,99 0,00 147 11 294 0 42 0 0 0 6 c) AED excursion 60 80 Envelope loss/gain 1397 940 345 268 12 a) Infiltration 189 58 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 01 600 Subtotal (lines 6 to 13) 1586 998 345 868 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1586 998 345 868 15 Duct loads 2 3% 433 251/6 43% 86 377 Total room load 1982 1431 431 1245 Air required (ctryi) 101 64 22 56 Calculations approved by ACCA to meet all reauirements of Manual J 8th Ed 2018-Mar-01 10 30 02 Right-SUIIeO Universal 2018 18 0 10 RSU24011 Page 5 I T hornas AGL E\ Lot 240T no rnbrook Saint T lion) as AGL F nip Calc -, MJ8 House faces E DEL;AIR Right-J@ Worksheet KATM- Oof0"IEntire 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: Lot240Thorn brookSaintTho Date: 1118/ 12 By: GCR 1 Room name great rm kitchen 2 Exposed wall 36.5 it 11.5 it 3 Room height 10.5 It heat/cool 10.5 It heal/cool 4 Room dimensions 1.0 x 299.0 it 20.5 x 11.5 it 5 Room area 299.0 Q2 235.8 1[2 Ty Construction U-value Or HTM Area (ft2) Load Area (w) Load number Btuh/ ftl-"F) BtLjwftl) or perimeter (it) Blull) or perimeter (it) 13tuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 VLG13A- 2ocs W 2A- 2ov 0,201 0.340 n n 5. 69 9.62 4.35 10-58 131 0 131 0 743 0 568 107 107 608 0 465 0 1' 6A- 30acf" 0,032 n 0,91 2.38 0 0 0 0 0 0 0 0 0 I 3A- 2ocs 0.201 e 5.69 4.35 0 0 0 0 0 0 0 0 11 10C- v 0.340 e 9,62 13.61 0 0 0 0 0 0 0 0 2A-2ov 0.340 e 9.62 30,36 0 0 0 0 0 0 0 0 2B-2fv 0,340 e 9.62 2a87 0 0 0 0 0 0 0 0 13A-2ocs 0.201 s 5,69 4,35 0 0 0 0 0 0 0 0 2A -2ov 0,340 s 9,62 10.84 0 0 0 0 0 0 0 0 2A-2ov 0,340 s 9.62 11.06 0 0 0 0 0 0 0 0 W, 11 6A,30ad 0.= s 0.91 2.38 0 0 0 0 0 0 10 1 0 13A-2ocs 0.201 w 5.69 4.35 210 114 648 496 0 0 0 0 2A-2omd 0.580 w 16.41 18.44 96 90 1576 1770 0 0 0 0 2A-2ov 0,340 w 9,62 30.36 0 0 0 0 0 0 P L D 12C-Osw 0.091 2,58 1,44 0 0 0 0 0 0 6 0 0 0 11DO 0- 390 in 11.04 11.99 0 0 0 0 0 0 0 0 C 16B 30ad 0.032 0,91 1,74 325 325 294 564 256 256 232 445 F 22A- tp] 0.989 27.99 OM 299 37 1022 0 236 12 322 0 6 c) A ED excursion 1583 183 Envelope loss/ gain 4283 4981 1162 727 12 a) Infiltration 656 203 206 64 b) Room ventilation 0 0 0 0 13 Internal gains. Occupants @ 230 3 690 0 0 Appliances/other 0 1200 Subtotal (lines 6 to 13) 4939 5874 1368 1990 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 4939 5874 1368 1990 151 Duct loads 25%j 43%61 1233 2548 25%, 4 342 863 Total roam load 1 6172 8422 17t0 2854 Air required ( cim) 313, 379 87 129 - Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Mz_ _,_ 2018 Mar-01 10 30 02 Rtghl-SuileO Universal 2018 18 0 10 RSU24011 Page 6 IT horn as AGLE'Lol 24 01 hornbrook Saint r horn as AGI, F rup Cale = MJ8 HOUSe laces: E DEL -AIR Right-JO Worksheet KATM, AIR WIWrI UM6 Entire House DEL -AIR HEATING & AIR CONDITIONING531CODISCOWAY, SANFORD, FL 32771 Phone. 407-333-2665 ax: 407-333-3853 Web: WWW,DEL-AIR.COM Job: Lot240ThornbrookSaintTho... Date: 11/8/12 By: GCR 1 Room name brkfst dining 2 Exposed wall 9.0 It 17.5 It 3 Room height 10.5 It heat/cool 9.3 it heat/cool 4 Roorn dimensions 1.0 x 218.8 It 1.0 x 263.3 It 5 Room area 218.8 W 263.3 It2 Ty Construction U-value Or HTM Area (It2) Load Area Itt2) Load number Btuhlft2- °F) Btuh/ft2) or perimeter (ft) Bluh) or perimeter (ft) Btuh) Heat Cool I Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 II--( 13A•20cs 0,201 n 5,69 4.35 84 45 258 198 107 69 391 299 2A-2ov _... 0.340 n, 9.62. 10.58_.__...v39.. 0..-- 371 408 39 4 371 .--- 4043 W 16A-30ad 0,032 n 0.91 2.38 0 0 0 0 0 0 0 0 13A-2ocs 0.201 a 5.69 4.35 0 0 0 0 56 24 136 104 11 1OC-v 0.340 e 9,62 13.61 0 0 0 0 24 13 231 327 2A-2ov 0.340 a 9.62 30.36 0 0 0 0 0 0 0 0 2B-2fv 0.340 e 9.62 22.81 0 0 0 0 8 4 77 183 13A-2ocs 0.201 s 5.69 4.35 0 0 0 0 0 0 0 0 t G 2A-2ov 0.340 s 9.62 10.84 0 0 0 0 0 0 0 0 2A 2ov 0.340 s 9.62 11.06 0 0 0 0 0 0 0 0 W 16A-302d 0.032 0,91 2.38 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 18.44 0 0 0 0 0 0 0 0 2A-2ov 0.340 w 9.62 30.36 0 0 0 0 0 0 0 0 P 12C-Osw 0.091 Z58 1.44 0 0 0 0 121 121 312 175 L-D 11 DO 0.390 n 11.04 11.99 0 0 0 0 0_ 0 0- 0 C 16B30ad 0.032 0.91 1.74 238 238 215 413 263 263 238 457 F 22A-tpl 0.989 27.99 0.00 219 9 252 0 263 18 490 0 6 c) AED excursion 90 192 Envelope loss/gain 1096 928 2247 1760 12 a) Infiltration 162 50 315 97 b) Room ventilation 0 0 0 0 13 Internal gains. Occupants @ 230 0 0 1 230 Appliances/other 0 0 Subtotal (lines 6 to 13) 1258 978 2561 20M Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1258 978 2561 2088 151 Duct loads 25 % 1 43 % 314 424 25%1 43 % 639 906 Total room load 1572 1402 1 3201 2993 Air required (clm) 80 63 162 135 Calculations aDDroved by ACCA to meet all requirements of Manual J 8th Ed ti -if- wriglNtsaftK 2018-Mar-01 10 30 02 AGG1\ '"- Right-SuileO Universal 2018 18-0-10 RSU24011 Page 7 tThomasAGLE t ot240ThornbrookSafntThomasAGLF rup Calc = MJ8 House laces F DEL: AIR Right-JO Worksheet wAnw, Am comormwim 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: Lot240Thorn brookSain tTho Date: 11/8/12 By: GCR 1 Room name study 2 Exposed wall 32.0 It 3 Room height 9.3 It heat/cool 4 Room dimensions 13.5 x 12.5 It 5 Room area 168.8 W Ty Construction U-value Or HTM Area (ftz) Load Area Load number 6tUh/f(2-'F) Bt /ft2) or perimeter (ft) 61 11) or perimeter Heat Cool Gross N/P/S Heal Cool Gross N/P/S_ Heat Cool 6 4f 13A-2ocs 0.201 n 5.69 4.35 117 117 663 508 U--- A".. 0.340 0 0 0 W I 65A - 30ad 0.032 n 0.91 2.38 20 20 18 48 11 h 1 3A-2ocs 10C- V 0. 201 0. 340 e e 5169 9. 62 4. 35 13. 61 126 0 87 0 497 0 380 0 2A- 2cw 0.340 e 9,62 30.36 39 0 371 1170 0. 340 e, 9.62 22.87 0 0 0 Vet 12B- 2fy , , , 13A- 2ocs 0.201 s 5.69 4.35 56 318 244 L2 2A-2ov 0.340 s 9,62 M 84 0 0 0 0 2A- 2ov 0.340 s 9.62 11.06 0 0 0 0 W 16A,,-304d 0.032 s 0.91 2.38 0 0 0 0 13A - 2ocs 0,201 w 5.69 4.35 0 0 0 0 2A - 2omd 0.580 w 16.41 18.44 0 0 0 0 2A - 2ov 0,340 w 9.62 30.36 0 0 0 12c- os 0.091 2.58 1.44 0 0 0 0 11D0 . ..... . 0,390 n 11.04 M99 0 0 0 0 C 16B -30ad 0.032 0.91 1.74 169 169 153 293 F 22A-tpI 0.989 27.99 0.00 169 32 896 0 6 c) AED excursion 176 Envelope loss/gain 2916 2819 12 a) Infiltration 614 190 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 0 0 Appliances/ other 1 01 Subtotal ( lines 6 to 13) 3530 3008 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 3530 3008 15 Duct loads 2 % 43% 881 1305 Total room load 44121 4313 Air required (cfni) 224 1941 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2018 Mar-01 1030 02 lqht- SuiteO Universal 2018 18 0 10 RSU24011 Page 8 A [ThorviasAGLE Lo[240-FI)ornbrookSain(ThornasAGI-E rup Calc - MJ8 Howse faces E DEL -AIR Duct System Summary Job: Date: Lot240ThornbrookSaint... 8/12 KA TMG A AM MN09s Entire House By:CR G/ DEL - AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax 407-333-3853 Web: WWW.DEL-AIR COM For: Taylor Morrison SAINT THOMAS External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0. 30 in H2O 0. 06 in H2O 0. 24 in H2O 0. 120 / 0.120 in H2O 0. 160 in/100ft 1450 cfm Cooling 0. 30 in H2O 0. 06 in H2O 0. 24 in H 20 0. 120 / 0.120 in H2O 0. 160 in/100ft 1450 cfm 150 ft Name Design Btuh) Htg cfm) Cig cfm) Design FR Diam in) H x W in) Duct Matl Actual Ln ( ft) Ftg. Egv Ln ( ft) Trunk bdrm 2 h 1561 79 53 0.208 6.0 Ox 0 VIFx 30.3 85.0 SO bdrm 3 h 1982 101 64 0.215 6.0 Ox 0 VIFx 26.8 85.0 SO brklst h 1572 80 63 0.227 6.0 Ox 0 VIFx 20.5 85.0 stl bth 2 c 100 3 5 0.218 4.0 Ox 0 VIFx 25.3 85.0 stl dining h 3201 162 135 0.218 8.0 Ox0 VIFx 25.0 85.0 stl greatrm c 4211 157 190 0.196 8.0 Ox0 VIFx 37.3 85.0 stl great rm-A c 4211 157 190 0.192 8.0 Ox 0 VIFx 40.1 85.0 stl kitchen c 2854 87 129 0.209 7.0 Ox 0 VIFx 29.9 85.0 stl laundry c 1245 22 56 0.236 4.0 Ox 0 VIFx 16.6 85.0 stl ms bin h 1198 61 45 0.171 5.0 Ox 0 VIFx 40.4 100.0 st2 ms suite c 6694 282 302 0.160 10.0 Ox 0 VIFx 49.8 100.0 st2 study h 4412 224 194 0.200 8.0 Ox 0 VIFx 35.0 85.0 stl We c 100 3 4 0.172 4.0 Ox 0 VIFx 39.2 100.0 st2 Wic ext h 658 33 17 0.164 4.O Ox 0 VIFx 46.7 100.0 st2 Wic int c 63 2 3 0.170 4.0 Ox 0 VIFx 41.3 100.0 st2 Trunk Htg Cig Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk st2 Peak AVF 380 371 0.160 484 12.0 0 x 0 VInIFlx stl stl Peak AVF 1450 1450 0.160 665 20.0 0 x 0 VinlFlx wrightsoft- 2018-Mar-Oi 10:30 g02 Right-SU1le6 Universal 2018 18 0 10 RSU24011 Page 1 tThomasAGI E t ot24OThornbrookSaintThomasAGt_F rup Calc = MJ8 House laces F Name Grille Size (in) Htg cf m) Clg cf m) TEL f t) Design F R Veloc f pm) Diam in) H x W in) Stud/Joist Opening (in) Duct Mat[ Trunk rbl Ox 0 1450 1450 0 0 0 0 Ox 0 VlFx wrightsoft" 2018-Mar-01 10:30.02 Right -Suite4Universal 2018 18 0.10 RSU24011 Page 2 ACCK IT hornasAGL E,Lol 240T hornbrook Sal nt Thorn asAGLE I'LIP Calc - IvIJ8 House faces E 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot240ThombrookSaintThomasAGLE 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 spa c 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 extend behind nipina and wir*na 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 betwep,n fire sl2r nkler cover plates and walls or ceil nas. a. In addition, inspection of log walls shall be in accordance with the provisions of [CC-400 3/1/2018 10:27 AM EnergyGauge(0 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). El 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: El 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) 3/1/2018 10:27:11 AM EnergyGauge@ - USRCSB v6.0 Page 1 of 1 FORM R405-2017 Duct Leakage Test Report Performance Method FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Form R405 Duct Leakage Test Report Performance Method Project Name: Lot240ThornbrookSain(ThomasAGLE Builder Name: Taylor Morrison Street: Permit Office: City, State, Zip: FL , Permit Number: Design Location: FL, Orlando Jurisdiction: 691500 Duct Test Time: Post Construction Required Duct Leakage from (Qn,Out) FORMR405-2017 Duct Leakage Test Results CFM25 Duct Leakage Test Values Line System Outside Duct Leakage 1 System I CFM25(Out) 2 System 2 CFM25(Out) 3 System 3 CFM25(Out) 4 System 4 CFM25(Out) 5 System 5 CFM25(Out) Tested Sum lines 1-5 Total Divide by 2055 House Duct ( Total Conditioned Floor Area) System Leakage ( Qn,Out)* Tested Qn (Out) must be less than or equal to the required Qn (Out). I certify the tested duct leakage to outside, Qn, is less than or equal to the proposed duct Duct tightness shall be verified by leakage Qn specified on FORM R405-2017. testing to ANSI/RESNET/ICC 380 by either individuals as defined in Section SIGNATURE: 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in PRINTED NAME: Section 489.105(3)(f), g), or (i), Florida Statutes. DATE: 3/1/2018 BUILDING OFFICIAL: DATE: 3/1/2018 1027 AM EnergyGaugeO USA - FlaRes2017 - Section R405.4.1 Compliant S 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: Lot240ThornbrookSaintThomasAGLE Builder Name: Taylor Morrison Street: Permit Office: City, State, Zip: FL , Permit Number: Design Location: FL, Orlando Jurisdiction: 691500 Cond. Floor Area:: 2055 sq.ft. Cond. Volume: 20139 cu ft. Envelope Leakage Test Results Leakage Characteristics Regression Data: C: n: R: Single or Multi Point Test Data Required ACH(50) from HOUSE PRESSURE FLOW: FORM R405-2017: 1 Pa cfm 2 Pa cfm Tested ACH(50) 3 Pa cfm Tested leakage must be less than or equal to the 4 Pa cfm required ACH(50) shown on Form R405-2017 for 5 Pa cfm this building. If the tested ACH(50) is less than 3 the building must have a mechanical ventilation 6 Pa cfm system. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2 ... Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open, 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. SIGNATURE: PRINTED NAME: DATE: Testing shall be conducted by either individuals as defined in Section 553,993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: 4 W-E 3/1/2018 10 27 AM EnergyGauge(,) USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods 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 R402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3. Interior doors, if installed at the time of the test, shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems, if installed at the time of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the test, shall be fully open. R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. R402.4.3 Fenestration air IeakagdNindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 L/s/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 L/s/m2), when tested according to NFRC 400 or AAMA/ WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. 3/1/2018 10:27 AM EnergyGauge) USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential. R402.4.5 Recessed lighting, Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SECTION R403 SYSTEMS R403.1 Controls. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI(RESNETlICC 380 by either individuals as defined in Section 553.993(5) or 7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes, to be "substantially leak free" in accordance with Section R403.3.3. R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: Rough -in lest: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. 2. Postconstruction test: Total leakage shall be measured with a pressure differential of 0,1 inch w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41°C) or below 55°F (13°C) shall be insulated to a minimum of R-3. R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory)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. 3/1/2018 10:27 AM EnergyGauge@ USA - FlaRes2017 - FBC 6th Edition (2017) Complian Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 Yz inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies (Mandatory). R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 140°F (38°C to 60°C). R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water -heating systems to be turned off. R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1. R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar water -heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole -house mechanical ventilation system fan efficacy. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. 2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. 3. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10 otherwise. R403.7 Heating and cooling equipment (Mandatory). R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This Code does not allow designer safety factors, provisions for future expansion or other factors that affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM CFM) MINIMUM EFFICACY a CFM/WATT) AIRFLOW RATE MAXIMU CFM) Range hoods Any 2.8 cfm/watt Any In -line fan Any 2.8 cfm/watt Any Bathroom, utility room 10 1.4 cfm/watt 90 Bathroom, utility room 90 2.8 cfm/watt Any For SI: 1 cfm = 28.3 L/min. a. When tested in accordance with HVI Standard 916 3/1/2018 10:27 AM EnergyGaugeO USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1. R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7.1. R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: A separate cooling or healing system is utilized to provide cooling or heating to the major entertainment areas. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F (10°C), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40`F (4.8°C). R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required. R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013. when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 3(1(2018 10 27 AM EnergyGaugeO USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 4 of 5 R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. R403.11 Portable spas (Mandatoryte 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. 311(2018 1027 AM EnergyGauge« USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of 5 J.B NMVdC] IA li, yr 81/St/i Di [ILI M Nd[]H J NoiSiAmons r= ' dr 9I/11/I Qb4 10-1 ion A8 31V4 SVHEIHI INI'dS NV]d yl SNoiSIA3d NNSIdd[]W I l d1_ a3o ine m Gf al I _I.m0.cad F//il,/l•Y. [2} i1IDL t r R#¢t4a 6rgri2ir,.' 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Q :i... v I , IA a ¢ I scan GARAGE j y m xn U SEDR ca -1 a . nArena a n x i tea,, s acaa .:,I b+1nS u s a ID U 4-LY / m°oo ZS \.D r > 4- 3O I m O r$ v MATCHING R n { F i S) c Z R - Value Clu o c E3fC f I i s Product Approval Specification Form Permit # # 1 8 _ 1 2 2 3' Project Location Address 488 Rocky Grove Ln ANFO D lot 240 - Saint Thom (1,, 41, F, t.XI 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 Swin in herma Tru Swinging Ext. Door (front door) FL20461-R3 j Sliding MI Windows Sliding Ext. Door (Standard SGD) FL15332.4 . 0,9 Sectional Windsor Garage Doors Sectional Ext. Door single & Dbl. FL15080.1 Roll U Automatic Other 2.Windows Sin le Hun MI Windows Single Hung FL17676.9,.12 Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions MI Windows Mullions FL18504.2 Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Florida Approval # Description including decimal) Siding Soffits Alpha Aluminum, Inc. Soff its FL16544.1 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4.Roofing Products Roofi Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Built up roofing System Modified Bitumen Single Ply Roof Systems Adhesives Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing Panels Roof Vents Millennium MMI-2 Off Ridge Vent FL19567-R1.1 onc20|4 Category Subcategory Manufacturer Product Florida Approval # Description include decimal) I 5.Shuffers Accordion Bahama Colonial Roll up Eguipment Other 6.Skylights Skylights Other 7. Structural Component Wood Connectors Anchors Truss Plates MiTek Industries Truss Plates FL2197-R6 Engineered Lumber Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. 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TOP ROTUNDA DETAIL t6. 21 Ti- TUB / VANITY LOW - WALL DETAIL sc a i CC•63aLiA: R-YAUE FrW F FERESRLE RO 2055 LATEPEefG4liatflsMAR-LX'•..Et.. r. n t^d'WE55CGrc-S f EX 5 d7 CLG A SAAIPi R it ACUd 6V, E(ERCR r,*VA A D'xQ ;4 00W RbI x Vt A rA#V OT,Y. CEO+' rA'p.4TUU5 R4! Cf tr A90h FM51 AQ:RLF£ CF, T7E tsY.1 Rat A AAf PWky Rey _ _ 41tt SGf.?9 AAl k' rl i • • i G X#7iF£KL RU S'M7 WCZR x ras FLOOR PLAN NOTES 5ML w'.T,a GARAGE LEFT' DESCRIPTION AS FURNISHED: Lot 240, THORNBROOKE PHASE 4, as recorded in Plat Book 81, Pages 70 thru 71, Public Records of Seminole County, Florida. PLOT PLAN FOR/CERTIFIED TO: Taylor Morrison of Florida, Inc. LOT 319 LOT 318 1 I N 00014'55" W 59.66' I """ DRAINAGE INLET PER CIVIL PLAN 1 24.8Q" 24.80' iLOT240 5.00' 3.O'x3.0' I U AC 5.00' 18.0' 22.0' 4.56' a I< LANAI Od I Ok to construct single family home 22A F4.53' with setbacks and impervious area w w shown on plan. L15. IS "to wv-p. i Ac>yvk&.s- /- , C L PROPOSED RESIDENCE I p Q MODEL: SAINT THOMAS O TRADITIONAL —A LOT 277 Q a 2 CAR GARAGE LEFT co I I PORCH 6.0' o ^ 8.0, 13. 74.31' 5.00' 20.7' 16' wACK /,a I D=89°47'05" DRIVEF R=25.00 25.2 ' 25.20' L=39.18 T C=35.29 Ik 10' UTIL ESMT IJ — T - CD=N45006'28 "W 5'I CONC WALK I S.B.)N 00014'55" W 34.30 ' 50' TRACT I- UTILITY AND ACCESS R/W) PROPOSED = FINISHED SPOT GRADE ELEVATION PLOT PLAN ONLY" PER DRAINAGE PLANS PROPOSED DRAINAGE FLOW BUILDING Sffg&WS-' NOT A SURVEY) LOT GRADING TYPE A FRONT - 25' PROPOSED INFORMATION SHOWN PROPOSED F,F. PER PLANS •• 23.2'+ REAR - 15' BASED ON SUPPLIED PLAN PROPQSEO GRADE PER CONSTRUCTION PLAN ++ SIDE = 5.0' cinc cnanN a m' ANDQR lNSTRUCTIQNS PER CfI T(NOT FFELO VERIFTED) L.III a 0'v.-a a41.r I. LIVING 2,065 SQ.Fr. GARAGE 460 SQ.FT.' ENTRY 46 SQ.FT. LANAI 176 SQ.FT. BREEZEWAY- N/A SQ.FT. DRIVEWAY 403 SQ.FT. AIC PAD 9 SQ.FT. WALKWAY 36 SOFT. IMPERVIOUS m 45.5 x 3,185 SQ.FT. son s A;3 SOFT. R/W = 1,383 SQ.FT. APRON > 91 SQ,FT. SIDEWALK = 812 SQ.FT. Inn a 4R() SOFT. AFCCA = ).Jtjf a(J. r I. DRIVEWAY = 494 SQ.FI'. SIDEWALK s 848 SOFT. C.RUS,'.'.1Vt 2.`ETR —ASCOY 7T do ASSOC, I1V C — LAiVD SUR TIE YQ.RS LEGEND LEGEND - 5400 E. COLONIAL DR. ORLANDO. FL. 32607 (407)-277-3232 FAX (407)-656-1436 P PLAT P.0)_ PRINT ON LINE NOTES: F I. P. FIELD 1R44PIPE TYP. PR: C. TYPICAL POINTOFREVERSC CURVATM I. ME UNDERSIGNED DOES HERCOY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF I. R. IRON ROD P.C. C. POINT RF CCHPOUND CURVATURC PROFESSIONAL SURVEYORS AND MMPERS IN CNAPIER W-17 FLORIDA ADMINWRATNE CODE PURSUANT' to SECRON 472.R27. FLORIDA STATUES CX CONCRETE MONUMENT RAM RADIAL 2. UNLESS 040=0 WITH SURVEYOR'S Sf WTVK AND ORM04 M$CD SEAL THIS SVRVEY MAP OR COPIES ARE NOT VAUD. SET 4R. DEC. I/ 2' tP x/ALA 4596 ILO. WIN -RADIAL SPOINTJ. THIS SURVEY WAS PREPARED FROM HRC INFORhLATION FURNISHED TO THE SURVEYOR, THERE MAY DE DINER Ri5TRICRONS P. O. H. PO.C. RECOVERED a PRINT aP BEGNHOND PRINT tY' CDNHRCCRENT CALVP. CALL. PRH, CALCL CALCULATED PERMANENT RCFERLNCE NRNlAlC7RT OR EASETMNT$ THAT AFFECT THIS PROPOW. ti NO UNRFRGROUN4 IMPRRYFMCNiS HAVE BEEN LOCATED UNLESS OTHETRWISE SHOWN. t CENTERLINE FF. FINISHED FLOOR ELEVATION A 7M SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE REINED VPOH BY ANY OTHER ENTRY, N4D NAIL 4 DISK 044, BUILDING SETBACK LINO R. DIMENSIONS SNOWH FOR TMC Ltk`ARON OF IMPROVEiom HEREON SHOULD NOT BE USER TO RECONSTRUCT BOUNDARY LANES. RSV CASCHOF-vAr EASEINTDN. H. H. RK BASEDEACWARBASEHEARING7. BEARINGS, ARE BASED ASSUMED RATION AND ON THE LINE SHOWN AS WE BEARING (VA) DRAT• DRAIN. DRAINAGE d. EI.EYATX)NS, IF SIYOWN. ARE DhSEO ON NAiTONAt GEDDERC RATTRA OF iF2F. UNLESS OTHERWISE N01F0. UTIt- UTILITY 9. COMFMOE OF AURRORaAnoN.. No: 45FO. CLFC. CHAIN LINK FENCE MDFC, VODD FENCE C/ D CONCRETC DLOCK SCALE I I .r 20 DRAWN $ri •t* P. C. POINT OF CURVATIIRf P. T. MINT OF TANGCNCY CER7IF7E0 BY, OA7E ORDER No. D£ SC. RL DESCRIPTION_.• RADIUS ARCLEHGTTIPLOT PLAN 02-20-2018 875-18 D DELTA CORD C.RD R. BEARING NORTH THIS BUILOING/PROPERTY OOES.NOT UE WITHIN -r µ•= THE ESTABLISHED 100 YEAR F1000 PLANE AS PER '7=fRM` TOAE GRUSINAf R.L. 4714 20NE " X. MAP I/' 12117C 0055 F. .kM1AI SCOTT;^R.twS 4$Oi STATE CERT .LIC EC13003715 ELECTRICAL SERVICES, INC. HOLDER: JOSEPH STRADA 3400 St Johns Pkvy NEC 2011/FBC 107 SANFO STRADANan-906.11137311 ELECTRI• SECURITY ELECTRICAL LOAD CALCULATIONS UPDATED 5-8-2012 MODEL: ST THOMAS BUILDER TAYLOR MORRISON SUBDIVISON VOLT/AMPS LARGEST LOAD: HEAT PUMPS W/SUPPLEMENTAL HEAT 14660 Includes Heat Pump and Heat Strips on together @100%. Square feet living area 1 27371 3 volt/amps 8211 Small Appliance Circuits 3 4500 Laundry Circuit 1 1500 Dishwasher 1 1500 Water Heater 1 4500 Range 1 8000 Oven 0 Cooktop 0 Microwave 1 1100 Dryer 1 5000 Disposal 1 500 Pool 0 TOTAL OTHER LOAD 34811 FIRST 10KVA@100% 10,000 REMAINDER @ 40% 9924 LARGEST LOAD 14660 TOTAL LOAD 34 584 V.A./ 240VOLTS= 1 144 SIZE RECOMMENDED SIZE MINIMUM PER 150 SERVICE! NEC 4032 10000 6500 5040 10000 6500 5280 10000 6500 6168 8000 5200 6888 8000 5200 8160 10000 6500 1 KW SETUP TON OTY KW 1.5 2990 5000 3250 0 2 4032 5000 3250 0 2.5 5040 5000 3250 0 3 5280 5000 3250 0 3.5 6168 5000 3250 0 4 6888 5000 3250 0 5 5 KW SETUP 8160 5000 3250 0 0 Note: This Load Calc is base on the information provided by the builder. The recommended service size will be installed leaving sufficient usage for future homeowner. re ENGINEERING PACKAGE Builder: TAYLOR MORRISON HOMES Project: 9A6/9A7 THORNBROOK Model/Building: 205MA/205TA/205SE Lot Alt: 01/ Lot: 240 Block: Unit: Address: JobNumber: N330142 Revision Date: New Load #: R/01 00 CARPENTER CONTRACTORS OF AMERICA, INC 3900 AVENUE G. N.W. WINTER HAVEN, FLORIDA 33880 PH (800) 959-8806 FAX (941) 294-7934 0 HIS DWG PREPARED FROM COMPUTER INPI" (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MIR. n oY STRONGBACK BRIDGING GUIDELINES FOR ROOF TRUSSES Strongback Bridging Guidelines for Roof Trusses Stronoback bridging for roof trusses is not a requirement of ANSI-TPi 1-20G2 but it is a strongly recommended guideline Dy Carpenter Ccntrac'ors of Amer'ca. It serves the railcwirg two fur.ctio _. 1} Bridging aligns the bottom chords after they are set sc they are-;Iform along the ce17 ing -ine. Th1s, in '.r^ neaps minimize wavy ceilings' after the instal''ation of drywall. 2; 5ri1"gtng neaps 'planing out' the transitional or relative defiecticr of adjacent trusses due to an offset in ans. eat^e" rase, strongback ridging should not be attaCheCtoacj3ce:rl trusses that need to be jacked into place more than it T. ch. Strongback bridging in roof trusses does not serve as temporary or permanent bracing and is not intended to help distribute or share design loads Cetween trusses. Consequently, no design loads ^are Dee, accounted for with th'.s detail and continuous strongoack sing should not be attached between common and girder truss s t_ t have more then U inch differential deflection. STRONGBAC<S SHOU'_D 3E ATTACHED TO WALLS AT THEIR OUTER ENDS OR RESTRAINED BY OTHER MEANS. STR NGBACtS SHALL 8E A YININMUM OF 2;16, AND S"A'L BE ATTACHED WITH A MIVAIUM OF TREE 16d %MMON OR (3 0.:3'. 1 3' GUN NA.,LS TC A 2X4 VERTICAL WEB MEMBER The graphic shown on this detail is for generic illustrative purposes only. The exact location of strongback bridgi^g will be specified by Carpenter Contractb.r5 of America. The use o' strongback bridging shall way interfere with any other design considerations specified by t:-e cine,er of Record or Building Designer. The nailing requirements shown are consistent with ANSI/TPI 1 2002 for strongback bridging. INVLI L/L 11-%1L SIN. , .J) N.T.S -Not To Scale) SGSLdgeaczrp@eiS1850et8M8 65 Design Crit: TP1-2002(STD)JfBC PCT TYP, Wave C RT=1.OD 1.25 ilD 0 7,31.71 688REP2;7 ' E tR} fY;l El - 1 - E'-i- A'YARMINS .AJS£ S P[0i AE £il#fnE UPE ;x aA3 CA, —LING, SH.t .1" iNSiA. iiNC AP 3Aat3n;. A CEEA T9 Ill AT TPS Pu3£ DL Tf 3TI.VTf. TC L L P J F O t - AREFR0OIZ8 MOAT fi £,ALE i. 3 lC 352. Prt0 It. TA U33 sXf S, 6 nFA.ta, 83C9 Y iy34D ENT EP 1 L E. FwD43GX, i S)119) f0A Safi_ Ci;LF1 PA P. i0 D£Af0 b T tE SE wC'iOUS. 4 t OTN£A 13[ 3M6r 4TE^r TIIG G.t0A0 Stu it lUYC RAGP fA'. YE4 £ n Tt` DL p f EJ lA TC /1'! /20 /11f1DATEVl'v l V / Vi V JCS —dCii(r CxMO £ErA liAnt [ U£!aJAAi AN', A P,t-0AEAi. AT'aC%EF RI6S0 GC..f Kt. 4 A 6C DL PSE DR'pi HCUSRO87 09209398 GIMP R T AN7 f,p 5 fC r - i£ 9fS 4 E 1NS1C " TA f OA ./ 94 AO' V e A . 3 d£ PC3PA I — LE [ CD O[ > -I-1 E 6 3 J £ '" r--- ALPINE TP:: areta. tA3 of c. s' as IST i aaA+< c resrs Mo. 6i.zT4 QC I:. PSE, HC•ENG DR/DR OE31GM CCMF 6A S t P. E1 A E PA9Y I3S cnAftTOA Es + f . of as mn+Y cc E lssta 3 afa se aE oraa a n is TCS T £ t f+<f i A''"SS C E33 NE EE C TEO STATE OF l TOT . LD, PSF AR36 15 C[S3G t5 S"P P SN 3 Isa.Y x. wS - i 1 3f 3. 3E vA wl3 mrBU(} IIAiMgCompon•AO QN4IP)AC vAAklY9 Ptf - tCCAT NCE OE AO1f35 4 a-- S4 EP:xS !E3 OXSSGI .Tv yj L'Y fv# ^HE T4JSS ifeDO frr' RSFMS City, I"I, 33$9Q LESS N 3 diYA. S-1YF ll2, A9l1(TT AY] J3E Cf TffS. L4t"tOXENT f.,l .Ui tUl'.ASx6 .S3:,'* A• TN£ FT. 0k0278 acun s oE3r+cA P a.isuTD; i aE:.:. tL0 Fppr` fl j>; ""•^•" 6 1--— Uu= OUR . f AC . SPACING f / 3 I flyJi'i JREE - 1 T TOD$1_Zl8 Ms" mi. Q R tJ Mason- ry connectors HU and HUC products are heavy duty face mount joist hangers made from 14 gaugegalvanizedsteel. The HUC 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 23;e' or greater, at 100% of the table load. Specify HUG. HU is available with one header flange concealed when the W dimension is less than 21/ 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 FINISH: Galvanized, ZMAX> and stainless steel available INSTALLATION: • These hangers are attached to grouted CMU walls using''/,'x23/' hex head Simpson Strong -Tie® Titee screws or for concrete walls using % x 13/; hex head Titen screws. Titen screws are not provided. Drill the M W diameter hole to the specified embedment depth plus ''/i . Alternatively, drill the 3/4' 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 anchor's load capacity. The hangers should be installed such that a minimum end and edoe distance of N HU410 SIMPSON Strong -lie Concealed Flanges trz is maintained. HUC410Providemoisturebarrierbetweenbeamandwallperjurisdictionalrequirements. CODES: See page 13 for Code Reference Key Chart, I These products are available WiM additional corrosion protection. Additional thisproductson page may also be available with this option, check with Simpson Strang -Tie for details. Model Dimensions T --- Fasteners Allowable Loads (DF/SP) No. 26 yy 11So H B CMU Concrete JoistRef. ift 0) Down 100/115/125) Code 3ti 2Y, 4-Y,x21; Titen 4-Y,xt% Titen 2-tOdx1'0 1545U2831585Y, 2Y, 6-'/x2- Titen 210 6-Y,xt- Then 410dx1 f— 2400 11;Q 7'/ 2Y. 8-'/.x2%Then 8-Y.x1XT ten 4-10dxi''4. 2400 HU26-2 31. 5Yc 2'/z 12 ''/,x2Y Titan 12 Yx11, Tden 6 tOd5 3950504 3% 535 2'/z 12-'/.x2%Titen 12-Y,x13/,Titan 610d5r 3950U483'/e 6'3/e 24 14 %x2%Titen 14-'/,x13:Titen 6-10d5 4350HU28-2 170 HU410 3'6 7 2% 14-yx2%Titan 14-'/,xl%Titen 6-10d 5 4350 HU210-2 39/6 8Ye 2'f 18-'/x2%Titen 18-'/xl%Titen 10-10d 5085 HSUR/L26-2 3% 8'e 2 4 18-Yx21,Titen 18-%x11:TRen 10-10d 5085 3% 4'a 296 12 Y,x23.Titen 12-'/,x1%Titen 4 t6dx2'4 2625' 1. Uplift loads have been increased for wind or earthquake loading with no further increase is allowed. Reduce where other loads govern. 2. Minimum concrete strength f'c shall be 2500 psi. CMU shall have a minimum grout strength of 2500 psi with standard ASTM3. The HU28 can be ordered skewed 45• and achieve the same loads. C90 units and type N or S mortar. 4. See page 159 for Titen screw information. Use stainless -steel Titen* 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. MAILS: 16dx2 Yz = 0.162' dia. x 2%' long, i Od = 0.148' dia. x 3' long, 10dx1 Ya = 0.148' dia. x 1'/z' long. See page 22-23 for other nail sizes and information. I Ini l HU410 Installed on Masonry Block Sidewail HUC410 Installed on Masonry Block End Wail On. HSUR/1-26-2 installed on Masonry Block Sidewall 1 Plated Truss Connectors Alternate Allowable Loads ('/? Maximum Hanger Gap) FN ksions Fasteners OF/SPAllowable Loads g Carrying Garried Uplift Floor Snow Root Wind Member Member (160) (100) (115) (125)(160) SIMPSON Strong Tie SPF/HF Allowable leads Floor Snow Roof Wind Code 100) I (115) I (125) f160! Rot. HTU26e _ 3'/a 1 e HTu26 (Min) 3'h 13G HTU26 (Max) 5'fz 13i IiTU28 (Min) 3'h tea HTU28 (Max) 7% 1 % 10 Min 4. 3' 14b H7U210 (Max) 9% 5% 5'/,e 5%a 7'/,a T Se 9Ya 3'h 20-16d 3'f 20 i6d 3% 20-16d 3:4 26-16d 3'6 26-16d 3'/z 3216d 11-10dx1'h 14-10dxt'fi 20-10dx1'h 14-tOdxi'h 26-10dx1'h 14-tOdxl'h vwu1. 670 1175 1215 1125 1920 1250 GA 2735 2940 2940 3770 3820 3600 OUX0 2735 2735 2735 3100 31Q0 3100 3340 3600 3760 3770 3770 377Q 4340 4680 5015 3600 3600 3600 575 1010 1045 970 1695 1075 1725 1955 2370 2825 3285 1 2700 14e 99,8 3'fi 3216d 32-10dxl'h 3255 4705 5020 5020 5Q20 2800 3765 1725 1725 1725 1955 1955 1955 2370 2370 023717, 2825 2825 2825 1,17, 3730 3765 3765 F22 2700 2fi00 2700 3765 3765 g7r;r_ HTU26- 2 (Min) 3'!e 3e uUUDLC zx W41:b HTU26 2 (Max) 5% 315s 5' Se 3'h 20-16d 14-10d 1515 2940 3340 3500 35Q0 1305 2205 2205 2205 2205 TU28- 2 (Min) 3'N Ve 5% 3'h 20-i6d 20-10d 1910 2940 3340 T3980 3500 35Q0 205 2205 22Q5 2205 HTU28. 2(Max) 7Y. 3% 7'/ e 3'h 26-16d _ 14-10d 1490 3820 3980 3980 85 2985 2985 2985 17, HTU210- 2 Min) 7' hn 3'h 26-16d 26-10d 3035 3820 4340 4680 5555 85 13315404-5 3730 4025 L17, 4165 IA33;a 9'& 3Yh 32-16d 14-10d 1755 4255 4255 4255 4255 90 3190 3190 F22 3190 HTU210-2 (Max) 9y 3 —he3'h 32-16d 32-1 Od 3855 47Q5 5345 5760 6470 4595 4855See tablefootnotesonpage136. HGUQ hangers provide similar capacities as HGUS double shear hangers, but they use Simpson Strong -Tie Strong -Drive® SOS screws instead of nails for faster and easier installation. In addition, the SOS screws help transfer the load between the plies of the supporting girder when they penetrate all plies. MATERIAL: 12 gauge FINISH: Galvanized INSTALLATION: • Use all specified fasteners. See General Notes. Simpson Strong -Tie Strong -Drive SOS screws supplied. Not designed for welded or nailer applications. HGU028-2 The thickness of the supporting girder must be equal to or greater than the screw length. For applications where the length of the supplied screws exceeds the thickness of the supporting girder, 3' or 4'/' 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. w CODES: See page 13 for Code Reference Key Chart. wrm u further increase allowed. Reduce where other loads govern. 2. Wind (160) is a download rating. 3. Truss chord cross -grain tension may limit allowable loads in accordance with ANSIfTPI 1-2007 Simpson Strong -Tie" Connactcr SeiectoC' Software includes the cvalua6on of cross -grain tension in its hanger allowable loads For additional ntounahnn contact Simpson Strong T e 4. Simpsosr Stro:,V-T1e Strong -Drive serM- 4 ale ptwnjiL j be instaNad thrnuvh metal truss plates as approved by the Truss Designer, provided the requirements of ANSUTPI 1-2007 Sections 7.5.3.4 and 8.9.2 are met (pre-ddi ing required throughtheplateusingamaximumof ' hit). 5. SUS screws that penetrate all plies of the supporting girder (screws must penetrate a minimum of t' into the last truss ply) may also be used to transfer the load through all 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 to transfer the load to the truss plies not penetrated by the face fasteners, as determined bytheDesigner. 6. The s P414 girder truss must have adequate thickness to accommodate the screw, length : m- sothatthescrewdoesnotprotrudeoutthebackofthegirder. 3' or 45k' long SDS screws maybesubstitutedforthelongerSDSscrewswithnoloadreduction. 7. For installations to LSL, use the DF/SP table loads. a C 1 O iJ 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 31/6'. 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 Yz' max. to allow for greater construction tolerances (maximum gap for standard allowable loads is %' per ASTM D 1761 and 07147). MATERIAL: 16 gauge FINISH: Galvanized INSTALLATION: Use all specified fasteners. See General Notes. Can be installed filling round holes only, or filling round and triangle holes for maximum values. See alternate installation for applications using the HTU26 on a 2x4 carrying member or HTU28 or HTU210 on a 2x6 carrying member for additional uplift capacity. OPTIONS: • See Hanger Options on pages 216-217 for skew options. CODES: See page 13 for Code Reference Key Chart, HTU25 Min Ht Per carrying memoer HTU Installation for Standard Allowable Loads For %' maximum gap, use Alternate Allowable Loads,) Alternate Installation - HTU28 installed on 2x6 carrying member HTU210 similar) Standard Allowable Loads (%" Maximum Hanger Gap) Model Min. Dimensions Fasteners OF/SP Allowable Loads SPF/HF Allowable Loads Code ar ___ Roof No Heel= HBCarrying Carried _Uplift Floor Snow Roaf Wind Uplift Floor Snow Roof Wind R.I. Height WMemberl Member (160) (100) (115} (125) (160) (160) (100) (115) (125}- (160) SINGLE Zx SIZES HTU26 3% ti6 5''A, 3'% 20.16d 11-10dx1'r4 730 2940 3045 3045 3045 630 1920 1920 1920 1920 HTU26(Min) 3% 16f6 5'N6 3'A 20-16d 14-10dxl% 1250 2940 3200 3200 3200 1075 2015 2015 2015 2015 T.. -_--- HTU26 (Max) 5'A 136 5'/6 3Yz 20 t6d 20 lOdx1'fi 1555 2940 3340 3600 4010 1335 2530 2870 3095 3450 17, HT628(Min) 3% 17'/6 3'fa 26-16d 14-10dx1'f 1235 3820 3895 3895 3895 1060 2920 2920 2920 2920 L17, HTU28 ( Max) T/ ti4 71/6 3'4 2fi l6d 2fi tOdxt'F, 2140 3820 4340 4680 5435 1840 3285 3730 4025 4675 2L HTU210 ( Min) 3'A ire 9'/6 3'k 32-i6d 14-10dx11h 1330 4355 4355 4355 4355 1145 3265 3265 3265 3265 HTU210 ( Max) 9'/0 136 9'/a 3'h 32-16d 32-tOdxl 3315 4705 5345 5760 5995 2850 4045 4595 4955 5155 DOUBLE 2x SIZES _ HTU26 - 2 (Min) 3'A 3Y6 5%e 31/a 20-16d 14-10d 1515 2940 3340 3600 3910 1305 2465 2465 2465 2465 HTU26- 2(Max) 51/z 3M. 5'/r6 3'f 20-16d 20-1Oil 2175 2940 3340 3600 4485 1870 2530 2870 3095 3855 FH 28 2 (Min) 3'A 3Y16 7'1" 3'A 26-16d 14-10d 1530 3820 4310 4310 4310 1315 3235 3235 3235 j 3235 L1728- 2 (Max) 7'/, Vie 7'/i6 V 26-16d 26_-10d 3485 38_20 4340 4680 5850 2995 3?.85 3730 4025 5030F22 210 2(Min)3'A 36/6 9ti6 3'A 32 l6d1410d 17554705 4815 4815 4815 1510 3610 3610 3610 3610210 2 (Max) 9'/ 33 6 V. 3'/z 32 t6d 32 tOd 4110 4705 5345 5760 7200 3535 4045 4595 4955 6190 1. The maximum hanger gap is measured between the joist (or truss) end and I the carrying member. 2. Minimum heel heights required for full table loads are based on a minimum 2t12 pitch. 3. Uplift has been increased for wind or earthquake loading with no further increase allowed; reduce where other loads govern. 4. Wind (160) is a download rating. 5. For hanger gaps between IN and IN use the Aftemate Allowable Loads. 6. Truss chord cross -grain tension may limit allowable loads in accordance `n ith ANSI/ TPI 1 2007. Simpson Suong-ire' Connector Selector " Soi!viare mciuoes the evacuation of Cross grain tension in its hanger allowable loads. For additional infori' nabon contact Simpson Strong -Tie. 7. Loads shown are based on a minimum 2-ply 2x carrying member. For single 2x carrying members, use N10 (10dxl A') 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, i0d - 0.148' dia. x 3' long, 10dxl'A = 0. 148' dia. x 1''IV long. See page 22-23 for other nail sizes and information. Alternate Installation Table for 20 and 2x6 Carrying Member Min. Minimum Fasteners DFlSP Allowable Loads SPFlHF Allowable Loads Model Heel --- -- --- - -- _- Code No. Height Carrying Carrying Carried Uplift Floor Snow Roof Wind Uplift Floor Snow Roof Wind Ref. Member Member Member (160) (100) (115) (125) (160) (160) (100) _ (1/5) _(125) (160) i, HTU26 (Min) 3'% 2-2x4 10-16d 14-10dx1'rl 925 1470 1670 1800 2040 795 1265 1435 1550 1755 HTU26( Max) 5'1A 2-2x4 10-16d 20-10dx11f 1310 1470 1670 1800 2250 1125 1265 1435 1550 1935 17, 2375 252870 309 HTU28(Max) 7Y, 2-2x6 20-i6d 26-10dx1'A 1970 2940 3340 3600 3905 1695 2530 2870 3095 3360 F2p HTU210 (Max) 9Y, 2 2x6 2016d 32 tOdxt'h 2760 2940 3340 3600 3: 0( 30 5 3360 1 &ea table above for dimensiocs and additionalfootnates. 4. ,NAILS: 1-6d FA,1fi+T dia..x3Yz JQ-ng, 1QQX}Yt ; 0.1a8' dia. x 1% 4ang 2. Maximbm hanger gap for this aftemAt6 installation is lk See page 22.23 for other nail sizes and intort iicn. - . 136 3. Wind ( 160) Is a download rating. i f ! These products are araiable with additional corrosion protection. Additional products onthispagemayalsobeavailablewiththisoptioncheckwithSimpsonStrong -Re for details. Lst MPSON ronglle Or These products are approved for installation with the Strang -Drive SDStructural -Connector screw See page 27 for more information. Min. Dimensions Fasteners DF(SPAllowableLoads _ SPF/ HFAllowableloadfl Model Heel Ga - ___ _ No. " eight W HJBarrying Carried Uplift' Floor Snow RoofEWind UpiUt' Fiore Snow RaotCodooMemberMember (160) (100) (115) (125)60 Rel. 160) (too) (115) (125) DDUBLE 2x SIZES- LUS24 2 2'/, 18 316 3 i 2 4-i6d 2-16d 440 800 910 985 1250 380 680 780 845 1070 _ - LUS26-2 41 c 18 3% 4'/e 2 4-i6d 4-16d 1165 103Q 1180 1 '80_ 1625 1000 880 1010 iQ90 _ 1385 17, F6, L17 HHUS26-2 W% 14 35A6 5% 3 14-16d 6-16d 1550 2785 3155 3405 4265 1335 2390 2710 2925 3665HGUS26-2 4% 12 No 5% 4 20-16d 8-16d 2155 4355 4875 5230 5575 1855 3750 4200 4500 4795 17, L17, F23 LUS28-2 4% 18 3'% 7 2 6-16d 4-16d 1165 13t5 1500 1625 2060 1000 1125 1285 1390 1765--_-__- HHUS28-2 63ic 14 Ve 7% 3 22-16d 8-16d 2000 4210 4770 5140 6440 1720 3615 4095 4415 5375 17,F6,L17 HGUS28-2 6 e 12 33e 71e 4 36 16d 12-16d 3235 7460 7460i 7460 7460 2785 6415 6415 6415 6415 17,L17,F23S210-2 6'6c 18 3'1A 9 2 8-16d 6-16d 1745 1830 2090 2265 2870 1500 i565 1785 1935 2455 17,F6,L17HHUS2102 $/e 14 33Sc $''/e 3 30 16d 10 i6d 4000 5635 6380 6880 7165 3525 4835 5270 5380 5765 HGUS210289123c9yc446i6d16-16d 4095 9100 9100 9100 9100 3525 7465 7730 7825 7825 17, L77,F23 TRIPLE 2x SIZES _—_-- _ HGUS 26-3 4"/e 12 4'44e 51ri 4 20-16d 8-16d 2155 4355 4875 5230 5575 1855 3750 4200 4500 4795 US28-3 6%-5 12 411. 7y 4 36-16d 12-16d 3235 7460 7460 7460 1460 2785 6415 6415 6415 6415 HGUS21038'a 12 4'1e 9% 4 46 i6d 16 i6d 4095 9100 9100 9100 9100 3525 7825 7825 7825 7825 17,L17,F23 HGUS212-3105/n 12 4/Yu 10M 4 56.16d 20-16d 5045 9600 9600 9600 9600 4335 8255 8255 8255 8255 HGUS214-3125/e 12 4134e 12',b 4 6616d 22-16d 5515 10100 10100 10100 10100 4745 8685 8685 8685&685 QUADRUPLE 2x SIZES - Y HGUS26- 4 5/z 12 6%e 5% 4 20-16d 8-16d 2155 4355 4875 5230 5575 1855 3750 4200 450Q 4795 HGUS28 47% 12 6#Se T!e 4 36 16d 12-16d 3235 7460 7460 7460 7460 2785 6415 6415 6__ 6415 HGUS210-49'/< 12 6cle 93Se 4 46-16d 16-16d 4095 9100 9100 91U0 9100 3525 7825 7825 7825 7825 17,L17,F23 IGUS212-410% 12 63c 105/, 4 56-16d 20-16d 5045 9600 9600 9600 9600 4335 8255 j 8255 8255 8255 HGUS214 4125/e 12 file 12% 4 66 i6d 22 i6d 5515 tOtQQ 10100 10100 1010Q 4745 8685 8685 8685 8685 4xSIZES-- LUS46 _ 4% 18 3% 4'/. 2 4-16d 4-i6d 1165 1030 1180 1280 1625 1000 880 -1010 1090 1385 17,F6,L17 HGUS46 4'/,c 12 3% 4% 4 20-16d 8-i6d 2155 4355 4875 5230 5575 1855 3750 4200 4500 4795 JP US464Ye143% 5% 3 14-16d 6-16d 1550 2790 3160 3410 4265 1335 2390 2710 2925 3665 17,L17, i23 LUS4$ _ _--- _ 4% 18 Vs 6'f4 2 6 i6d 4-16d 1165 1315 1500 1625 2060 1000 1125 1285 1390 1765 6% 143A6726-16d 6-i6d 1550 1595 1815 1960 2470 1550 1365 1555 1680 2115 17,F6, Li7 HHUS48 6'/ s 14 3% 7% 3 22-16d 8-i6d 2000 4215 4770 5150 6440 1720 3615 4095 4415 5535 HGUS48 6% 12 3% 7% 4 36-16d 12-i6d 3235 7460 7460 7460 7460 2785 6415 6415 6415 6415 17,L17, F23 LUS410 6'/, 18 314. 8% 2 8 i6d 6 i6d 1745 1830 2Q90 2265 2870 7500 1565 1785 1935 2455 R HHUS4108% 14 3% 9 3 30-16d 10-16d 3745 5640 6385 6890 7165 3440 4835 5480 5910 6165 17,F6, L17 HGUS410 8ti6 12 3 e 9};. 4 46-16d 16-16d 4095 9100 _9100 9100 9100 3525 7825 7825 7825 7825_ 17, L17, F23 HGUS412 10'/,a 12 3 t0 c 4 56-16d 20-i6d 5045 9600 9600 9600 960Q_ 4335 8255 8255 8255 HGUS414 11ie1233e12c46616d22i6d5515101001010Q10100101)0 4745 8685_ 8685 8685 8685 17'L17 1. Uplift loads have been increased 601/6 for wind or earthquake loading with no further ANSI(CFI 1 2007. Simpson Strang -tie Connector Selector" Software includes increase allowed. For normal loading applications such as cantilever construction - the evaluation of cross -grain tension in its hanger allowable loads- For additional refer toSimpsonStrong -Tie° Connector Selector software or conservatively intonnation. contact Simpson Strong -Tie divide theupliftloadby1.6. 5. Loads shown are based on minimum of 2- 2x carrying 2. Wind (160) is a download rating. ing members, use16dx2%z' nails into the header and 16d commonmember, intothejoist with no3. Minimumheelheightshownisrequiredtoachievefulltabletoads. For less than load reduction. With single 2x carrying members, use 1Odx1 %z' nails into the header minimum heelheight, see technical bulletin T-REDHEEL (see page 232 for details). and 10d commons into the joist, and reduce the load to 0.64 of the table value. 4. Trusschordcross -grain tension may limit allowable loads in accordance with 6. NAILS: 16d = 0.162' dia. x 3'h' long. See page 22-23 for other nail Wes and information. 0 n I T^,.. 135 c it SIMPSON LUS/MUS/HUS/HHUS/HGUS/HUSC Double Shear Joist Hangers Stxeng•Tie v,EPRfp This product Is preferable to similar connectors because of a) easier installation, b) higher loads, c) lower Installed cost, or a combination of these features, All hangers in this series have double shear nailing an innovation that distributes the load through two points On each joist nail for greater strength, This allows for fewer nails, faster installation, and the use of all common nails for the same connection. Double shear hangers range from the light capacity LUS hangers to the highest capacity HGUS hangers. For medium 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 I4USC 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 Strang -Tie representative. CODES: See page 13 for Code Reference Key Chart. These products are available with additional corrosion protection Additional products on this page may also be available with this option, check with Simpson Strong- Tie for details. FF These products are approved for installation with the Strong -Drive SOStructural -Connector screw See page 27 for more information. Model Min. Heel G. Dimensions Fasteners Carrying CarriedNe. Height W H 8 Member Member SINGLE 2x SIZES LUS24 23e 1%ie 3 1% 4-10d 2-10d LUS26_ 4'/. 18 IY,6 4i: 1% 4- 10dILL2MUS264"/,e 18 1•!a 5% 6-10d HUS26 4 s 16 13e 5'h 3 1416d HGUS26 4% 12 1% 5% 5 20-16d LUS28 4i4s 18 ly,a 6% 1% 6-10d MUS28 6%6 18 1 F. 61 a 2 8-10d HUS28 61A 16 1% 7 22-16d 8-16d HGUS28 fills 12 1% 7'1A 3 5_ 36-16d 12-16d LUS210 4'/4 18 the 7%6 14 8-tod 4-10d HUS210 8% 16 1% 9_ 3 30-i6d _-10-16d 1. See table on page 135 for allowable loads. i" for 2x's - 1'Aa for 4Ks C O H 0 b w B LUS28 HHUS210-2 Truss Designer to provide fastener quantity for connecting multiple members together) MUS28 M a c o o c a P c 90 2 00 HUS210 HUS26, HUS28, and HHUS similar) q s 6 q a a H HGUS28-2 '3%• M1n-y Vf HUSCConcealed Flanges not available for HHUS, HHUS and HUS2x) it r a Typical HUS26 with Reduced Heel Height hear i Dome Double Shear Nailing Side View u i (available on some models) U.S. Patent 5,603,580 OF Allowable Loads SP Allowable Loads Y SPFfHF Allowable Loads Cade Model Uplift' Floor Snew Root wintdUpI1WLF ru(r Snow Roof Wind Uplift' FlooSnow Roof Wind Ref. No ( 160) (100) (115) (125)6160) (115) (125 (160) (t6g(10g) (115) (125) (160)- -- SINGLE 2x SIZES LUS24 490 670 765 825 1045 490 725 830 895 1135 420 575 655 705 895 LUS26 1165 865 990 1070 1355 1165 940 1075 1165 1475 1005 740 845 9?5 17,F6,Li1 MUS26 1090 1295 1480 1605 1825 1090 1410 1610 1745 1825 940 i110 1265 1370 1570 I, W HUS26 1550 2720 3095 3335 ^3335 1550 2950 3335 3335 3335 1335 2330 2650 2820 2865 HGUS26 1765 4360 4885 5230 5390 1765 4725 5290 5390 5390 1520 3750 T 4200 4500 '4635 L17 LUS28 1165 1100 1255 1360 1725 1165 1200 1365 1480 1635 1005 940 1075 1165 1475 MUS28 1555 1730 1975 2140 2645 E2000555 1880 2150 2330 2645 1335 1475 1690 1830 2275 17,F6,L1; HUS28 2000 3965 4120 4220 4335 3790 3960 4070 4335 1720 2905 3035 31_25 3435 HG6S28 3015 6745 6970 7125 7275 3015 6460 46705 6870 7275 2595 4960 5160 5290 5745 L17 _ S210 1165 1340 1525 1650 2090 1165 1445 1660 1795 2270 1005 1145 1305 1415 1745 17 F6 LLClorL_U pp klii`2Jt 3000 1 4255 4445 4575 5020 3000 4105 i310 - 4450 r 4930 2580 i 3150 315. 34 - n, 1! 134 Note: For dimensions and fastener information, see table above. See table footnotes on page 135. R Etrgiaeered Woad Q Structural Composite Lumber Connectors. 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. CODES: See page 13 for Code Reference Key Chart, Actual Dimensions Fasteners Allowable Loads Joist Model No. Ga Min/ DF/SP Species Header SPF/HF Species Header Code Size WN5% B Max Face Joist Snow Roof Floor Snow Roof Ref. 115) 125) 100) 115) 125) 13i x 5Y4 HU1.81/5 t4 1'3 2814 Min 12 t6d 410dx1'h 2Q15X17852015 2165 1540 1T35 1865 1'3 6 51G 2'h Max 16 t6d 610dx1'h 2665 2890 2050 2315 2490 19, L12, F8 1 xTh HU7 t4 1'Ye 6'%s 2!z Min 12-i6d 4-tOdxl'h 8-10dx1'h 2015 2165 15401735 186519, 1%6 6"he 2'h Max i6-16d 2685 2890 2050 2315 249Q F8, L12 3 HUS1.81/l0 16 1'e 8'!e 3 30 i6d 10 l6d 3000 5135 5295 5400 4705 51Q5 5195 9.F23 e4° 135 x 9'h HU9 1 %6 93'is 2' i Min 18 i6d 6-1 Odxl % 915 2680 3020 3250 2305 2605 2800 14 1'1,° 9M6 2Yz Max 24 t6d 10-10dxi'h 1895 3570 4030 4335 3075 3470 3735 19, F8, L12 Ry HUCQ1.81/9 SDS 1'i,e 9 3 8 SDS'/'x11:' 4 SDS'/,'x13,' 1505 2000 2300 2500 1440 1655 1800 q o HUS1.81/10 i6 1'e 8r/e 3 30 16d 10 i6d 3000 5135 5295 5400 4705 S1Q5 5195 9, F23 ey 11: x HU11 1'i,s 11 he 2Yf Min 22-16d 6-10dx1 h 915 3275 3695 3970 2820 3180_ 3425 Ck 11 Yi -11 ° 14 Y6 11'he 2'h Max 30-16d 10-10dxl % 1895 4465 4705 4810 3845 4340 4600 19, L12, F8 HUC01.81/11 SDS 1'ie ti 3 10 SDS %; X11; 4-SOS %'x11.' 1505 2500 2875 3125 1800 2Q70 2250 HUS1.81/t0 16 1',s 8% 3 30-16d 10-t6d 3040 5135 5295 5400 4705 5105 5195 9. F23 C U14 1'ie 10'!F 2 14-16d 6-10dx1!4 1110 2015 2285 2465 1735 1965 2120 13: x 14 HU14 1'3;° 13"he 2'h Min 28-16d 8-10dxi'h 1515 4165 4420 4505 3590 4050 4335 19, F8, L12 14 1 "Ye 13'he 2'h Max 36-16d 14-in fx i'h 2015 5055 52 HUG01.81/11 SDS 1'34s 11 3 10 SDS'/; x1'/.' 4 SDS''/.'x11; 1505 25Q0 75 2875 5420 3125 46t5 1800 50Q0 2470 5130 2250 19. F23 HU48/HUC48 3% 6"As 2'h Min 10-16d 4-10d 760 1490 1680 1805 1280 1445 1555 14 19, L17, F63Y° 6'3 a 2'h Max 1416d 6 tOd 1135 20$5 2a 2530 1795 2025 2180 3'h x 7% HUS48 31:e 6'3,e 2 6-16d 6-t6d 1550 1595 1815 1960 1365 1555 1680 19, F8, L12 HG6S46 12 3% 4Yie 4 20-16d 816d 2155 4360 4885 5230 3750 4200 4500 19 F23 HNUS48 14 336 7!e 3 22 t6d- 8-16d 2000 4210 4770 5140 3615 4095 4415 4 19, F8, L12 HGUS48 12 33e 36 t6d 12 l6d 3235 7460 7460 7460 6415 6415 6415 9.F23 U41Q i6 3Wie 214 t6d 6 tOd 1110 2015 2285 2465 1735 1965 2120 HUS410 31;° 171% 4 284-- 16d 8 t6d 2990 2125 2420 2615 1820 2070 2240 HU410/HUC410 2% 14 t6d 6 10d 1135 2085 2350 2530 1795 2025 2180 19,F8,L12 x 14 31/6 2'h 18-16d 10-10d 1895 2680 3020 3250 23053'h 2605 2800 9Y•-9'h HHUS410 3% 9 3 3016d 10-t6d 3735 5635 6380 6880 4835 5480 5910 HUCQ410-SDS 3°/e 9 3 12-SDS'/,'x2W 6-SDS Yi x2'h' 2510 4680 4955 4955 3370 3570 3570 HGUS48 1 3% 7%e 4 36-16d 12-16d 3235 7460 7460 7460 6415 6415 6415 19. F23 HG - 0 410 314 9Y,e 4 46-16d i6-16d 4095 9100 9100 9100 7825 7825 7825 U410 i6 31e ie 2 14 t6d 6 lOd 1110 2015 2285 2465 1735 1965 2120 HUS412 315° 10% 2 10-16d 10-16d 3635 2660 3025 3265T 2795 HU412/HUC412 WG 103;a 2'h Min 16-16d _ 6 1Qd 1135 2380 2685 2890 2490 19,F8,L12 14 3% 103'ie 2'h Max 22-16d 10-10d 1_895 3_275 3695 3970 3425 11'!°-11% HHUS410 3% 9 3 30-16d 10-16d 3735 5635 6380 6880 5910 HUCQ412-SDS 3 re 11 3 14-SDS''h'x2'h' 6-SDS'''Wx2W 2510 5460 5560 5560 3930 4000 4000 HGUS48 35/° 7'he 4 3616d 12-16d 3235 7460 7460 6415 6415 6415 HGUS410 12 3Ye 9As 4 46-16d 16 t6d 4095 9100 7460 t00 9100 7825 7825 7825 9,F23 HGUS412 335 56 16d 20 t6d 5Q45 9600 9600 9600 8255 8255 8255 U414 16 33e- T13%2'h 16 t6d 6 1Qd 1110 2305 2615 2820 1980 2245 2425 HU416/HUC416 3'h° Min 20-16d 8-10d 1515 2975 3360 3610 2565 2895 3110 14 3',e 13% 9/t, 2!e Max 26 l6d 12-10d 2Q15 3870 4365 4695 3330 3760 4045 19, F8, L12 314x14 HHUS410 334 3 30-t6d 10 i6d 3735 5635 6380 6880 4835 CO545910 HGUS410 12 3% 9 4 46-16d 16-16d 4095 9100 9100 9100 7825 7825 7825 HGUS414 3% 12'/,° 4 66-16d 22-i6d 5515 10100 10100 10100 8685 8685 8685 i9. F23 HUC6412 SDS 14 31 a 11 3 14 SDS'1A x2'h 6-SDS Y: x2'h' 2510_ 5460 5560 5560 3930 400_0 4000 HU416/HUC416 14 3"A6 13% 2Yz Min 20-16d 8-10d 1515 2975 3360 3610 2565 2895 3110 31 a 13% 2'/z Max 26 i6d 12-10d 2015 3870 4365 4695 3330 3760 4045 I9 F8, L12 3'h x16 HGUS410 3% 91/,e 4 1 46-16d 16-i6d 4095 9100 9100 9100 7825 7825 7825 HGUS412 12 3% tQ%e 4 5&-1 d 20 16d 5045 9600 96Q0 8255 8255 8255 HGUS414 3% 12% 4 6616d 2216d 5515 10 000 9600 0100 10100 8685 8685 8685 93 CQ412-SDS 14 3iie 113 14-SDS''/i x2'h' 6-SDS'/,'x2'h' 2510 5460 560 5560 3930 4000 4000 1. upon luaus oasea on ur/sr 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. govem. For SPF/HF, use 0.86 x DF/SP Uplift Load for products requiring nails 5, Hangers snrted in order of recommended selection for best overall and 0,72 x OF/ R ai tt Load for-prwhirts requiring screws. pG'SY,s,.9::cria2 illtfg,t.v lu :' 2. 10d common's 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. 7. NAILS: i6d = 0.162' dia. x 3'h' long, 10d v 0,148' dia. x 3' long, 3. 16d sinkers may be used instead of the specified 1 Od commons with no load reduction. 10dx1'h = 0.148' dia. x 1'h' long. See page 22-23 for other nail sizes and information. 105 This product Is preferable to similar connectors becaase off a) easier instafiallon, b) higher loads, c) lower installed cost, or a combination of these leatores. 2Y; 9'•• '•• The THA series' extra long straps allow full code nailing and canDes° be field -formed to give top flange hanger convenience. or 4x2 skew ofi45*. Strapss must beor usses and 4x be t for op flange beams, nger iinthe stallation. PAN nailing d helps eliminate splitting of 02 truss bottom chords. MATERIAL: See table FiNiSH: Galvanized. Some products available in F ZMArcoating; see Corrosion Information, page 14-15. I • Flo INSTALLATION: • Use all specified fasteners. See General Notes.The fallowing installation methods may be used: 6 Typical THA Top Flange TopFlangeInstallation --The straps must be field formed over theInstallation header - see table for minimum top flange requirements. Install top i and face nails according to the table. Top nails shall not be within i/4'fromtheedgeofthetopflangemembers. i For the THA29, nails used for joist attachment must be driven at an THA418 (/ anglesothattheypenetratethroughthecornerofthejoistandintoTHA29 the header. For all 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 FaceMountInstallation —Install all face nails according to the table, of nailer per __ per table Notallnailholeswillbefilledonallmodels. On models where there Designer in, v4* are more nail holes than required, the lowest 4 face holes must be born edge) filled. Nails used for the joist attachment must be driven at an angle ! Typical THA29 so that they penetrate through the corner of the joist into the header. Face Mount Installation Alternate Installation —The THA 4x hangers may be installed in a topflangeconfigurationusingthetabulatedfastenersforfacemount ''10 installation and achieve the face mount installation loads. install the nlace22 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 j penetratethroughthecomerofthejoistintotheheader. Uplift — Lowest face nails must be filled to achieve uplift loads - Straighten the double OPTIONS: •THA hanggers available with the header flanges turned in for 3s/' shear nailing tabs and install exceptTHA4i3) and larger, with no load reduction -order THAC hanger. i 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 v She , Nailing Side View ; Nailing Side View (except THA29) i Nailing Do not bend tab i (available on unless otherwise 1 some models) TopView - ' noted rw IWIDrTHX422 U. S Patent , 2WimTHM22-2 — THAC422THAR/ L422 These products are available with addit/onal corrosion protection. Additional products on this page may also be available with this option, check with Simpson Strong-77o for details. Carried Model DF)SP Allowable Loads SPF/HF Allowable Loads NoTap Header Carrying Carried __._ Member H C Member Member Uplift' Floor Snow Root Uplift' Floor Snow Roof Cade H __ Flang Depth To Face' Strai tit Slant (160) (100) (115) (125) (160) (100) (115) (125) Ret. TOP FIANGEINSTALLATI N — w2x4 _ iHA29 18 is/a 9'Y,4 5'/e -27tia — 4-tOd 4-1Qd _ 60 2260 4 4- tOd 52310 2350 480 1740 1785 1815 2x6__ THA2131$ tale 13e S'/x t h - 4-tOd 2-10d 4-tOdxt'/ - -- 2x6 THA218181a1T/e 5'h 2 = - — 1615 1615 1615 — 1280 1280 1286 4 tOd2tOd4-tOdxi/z 1615 1615 1615 1280 1280 1280 2 2x10THA218-2 16 3% il'Y a 8 2 -w 4-16d 2-i6d 6---lOd — _— — 2 2x10THA2222163'/n 22Ys 8 2— - - — — 2245 2245 2245 — 1935 1935 1935 18, F7, 4-16d2-i6d 6 tOd 4x6_ THA4131$ 3Y 133s 4Yx 1'/s - 4-10d 2-tOd 4-tOd — _` 2245 2245 2245 — 1935 f935 1935 L15 a __. _ 1615 1615 16151280 1280 0 4x10THA418163a%a tT/z T/a 2 — 4-i6d 2-16d 6-10d 2245 2245 2245 — 1935 1935 1935 4x10 THA422163#e 22 7Ya 2 — — w — 4-16d 2-16d Y6 tOd 4x1Q THA426143342fi7Ya2 - --` 2245 2245 2245 — 1935 1935 1935 4-t6d416d6t6d — — 2435 2485 2435 2095 2095 2095 F23 i 4x1Q_- THAR7L42 16 3#a 223'e 8 2'!z_ _ 4-10d 2-10d 1-10d 2-1Qdx1'/a - _ 109Q4 10904 1Q904 — _91S' 915' 915' e 4x10 _AR/L42 16 3% 22%e $ 2f 4-10d 8-10d 1-tOd 2 tQdx1% 310 1675 1675 1675 260 1405 t40S 1405 18, F7, t.15 2 4x10THA4222147! 22"fia 9. 2 — 4-t6d 4-t6d 6 16d - 333Q 33330 3330 2865 2865 2865 170 0 2 4x10 THA426-2 14 T/, 26'/a 9 4 2 4-16d 4-16d fi i6d _ "` 3330 3330 3330 — 2865 2865 2865 4. ,_..._. — - FACE MOUNT INSTALLATION -- 2x4 THA291814'e 9'"/,a 5Y - 9"/,a 1610d -- - 4 tOd 560 2125 23iQ 2350 480 1740 1785 1815 - 2x6' 7HA213181'/a 13Ma 5Yz - 1335n 14-tOd 0 2x6THA2181813a1735e5'/ _ — 4 tOd 1170 1795 1840 1$70 780 1385 1425 1450 2 2x1Q THA218-2 16 3'/a 17"fa g 17fe, — t& 40d __ it7Q 1795 1$40 1870 780 1385 1425 1450 14'la22-16d & t6d 1&55 3695 3695 3695 1595 3185 31$S 3185 I8, F7, 2 2x10THA2222lfi3Y• 22 a 8 141a _ 22-16d 4x6 THA4131$ 3°fa 13Yie 4'fi 1314 14 10d 6-16d 1855 3695 3695 3695 1595 3185 3185 3185 L15 4x1Q THA41$ 16 3a/a 17%r Th 14Y,a 2216d `_.- 4-tOd 1170 1_940 2235 2400 780 1660 _1910 2075 4x10 THA422 16 3ie 22 T/e - 14Y,a — 6-16d 1855 3695 3695 3695 1595 3185 31$5 3185 4x10 THA426 14 34e -26 7% 22-16d 6 t6d 1855 3695 3695 3695 1595 3185 3185 3185 l6fa 3016d66-t6d 1855 4550 45' 4550 1595 3915 3915 3915 F23 2 4x1QTHA422-2 14 7' 22'4a 9 -- 16M, 30Arli _ 2 4x_ T_H_A426-2 14 7'/4 26Y4 91, 18 38 16d 6 t6d 1- 5166 5520 5520 1595 444Q 4745 4745 s- — 6- 16d 1855 5520 5520 5520 1595 4440 4745 4745 170 Z i pd sinkers may be used to replace i6d commons at 0.85 of table load. 5. For top flange installation on a nailer (see detail above), install joist nails straight by bending 2. Uplifthasbeenincreasedfarwindorearthquakeloadingwithnothedoublesheartabs. further increaseallowed; reduce where other loads govern. 6. For single 2x and 3x nailer-, the following THA hangers can be installed using f 0dxl W top nails 3.,Roof,Joads are 125% of floor loads unisy^ ed br a*fiirria; nod 2-1&f face nails wit%, ti&,; ei'alowabto loads as noted. THA41&THA422: 1415 lbs. for DFL, 4, iFfAR/1422 with 4-10d top nails and 2 iOd face nails: When the ' 1215 His. for SPF; THA426: 22451bs. for DFL, 1930 lbs. for SPF hanger heightisbetween9• to I T, the allowable download is 7. Min. Top Flange refers to the minimum length of .162p` that must lbe on, field -formed over the header. I 1440lbs. for DFL and 1210 lbs. for SPF. No further increase allowed. 8 N Xs+h p, d a xi i fz3long. Sea page 2-23 for other nail sizes long, 0.1 p ia, x 3' long, 89 r VALLEY FRAMING & BRACING DETAIL Lumber Size and Grade Minumum Requirements TRUSS TRUSS UNDER VALLEY FRAMING VALLEY RAFTER OR RIDGE cc "CRIPPLE ripples 4'-0" for 30 pst (TL) and 20 pst (TO) Max, e No crippes for each row starting from the valleys or sleepers working inward to the ridge board so that cripple locations are get--,d between rows. Ty P" mnection Requirement Notes 2x6 rafters to ridge 4 16d toe -nails Cripple to edge 4 164 toe -nails Cripple to rafter 4 16d toe -nails 1—) 8 16d face -nails Rafter to sleeper or blocking 5 16d toe -nails Rafter to two 2x6 sleepers 4 16d toe -nails S. Sleeper to truss 4 16d toe -nails 7 Two 2x6 sleepers to truss 3 16d toe -nails each sleeper truss 6. Ridge board to roof block 4 16d toe -nails 01 BEVEL RAFTER CUT AS RECI'D FOR PITCH 7. Ridge board to truss 4 16d toe -nails 4 5 B. Fortin to (Typ) 3 16d toe -nails 9. Truss to blocking 4 Ifid toe -nails 10. Truss to cripple 4 16d toe -nails TYPICAL il 11. SMEATHINdltesignod Truss to cripple 4 16d toe -nails COMMONS 2.4 BL KING . 1 Izil. SPACED 24"OC_ {Where no sheathing appimd) 4 others) Z 4 BLOCKING 12. C1pple to purfir 3 16d toe nails GENERAL NOTES NOT REOUIREO If SLEEPERS ARE USED) 13, CRIPPLE, BRACING, & BLOCKING NOTES Collar beam to rafter 4 164 toe -nails Purfins required 2%0"OX in absence of plywood sheathing. Trusses without sheathing applied must be evaluated accordingly. 2x4 continuous lateral restraint JCLR) min is required for cripples to 10*-0- longNOTE: nailed vvl 2 .10d (0,148"x3") nails. Or 2x4 *7- or scab reinforcement nailed to flat - 16d (0,16Z"x3,5') COMMON NAILS Purlins should overlap sheathing one truss spacing minimum, of =100 with 10d 0. I 21i"x3&') nails at 6' o,c -r' or scab must be 901 of cripple longth. In cases that this Is impractical, overlap sheathing a minimum Cripples over 10'.0 long roclure two CLR's or both faces vW -r* or scab. Use stress of 6", and nail upwards through sheathing into purlin with a graded lumber & box or common nails. minimum of 34d 10131"x2 S-) common wire nails. Narrow edge of cripple can face ridge or rafter, Effects of not providing sheathing below a valley set as long as the proper number of nails are must be evaluated by the building designer. installed into ridge board This drawing applies to valleys with the following conditions: Instal blocking under rafter if sleepers are not used. Ir' ' Spans (distance between heels) 40'-0- or Joss Install blocking under cripples if cripples fall between Maximum valley height; 14'-0" lower truss top chords and lateral bracing is not used. Maximum mean roof height: 30 feet Apply all nailing in accordance to current NDS requirements. Nails are common wire nails unless noted otherwise. ASCE 7-05,140 mph, Enclosed, Cat It, Exp 8, 1=1.0, Kzt=1.0 Or A Maximum of ASCE 7- 10, 190 mph, Enclosed, Exp 0, Kzt--1.0 WARNDOG- READ AND F242V ALL WrCS Ch n0Z 11PAW1410 ALUDMEa`lKRTA0T- FIMM h= MAV" M h.L CDKTAACT P0=04 rW INST No. 70861 1 . 20' 0 40 54 1 REF VALLEY FRAMIINC T-- rq— ..I— Core h rabrtc.t*v' h—tv"j, snopog, InstaIVN Rfe4u L i 0 20; 7 7 i7DATE 10,41,14 0 DRWG VACNV1801015 of STATE OFA64NF9 DC LIL, 0 3 3 0X.f— to AN JT`WI3.-#APAW .40RVD'- U 50 47 (,"1 f D F FAC 1 25/1 1-1awJkA'*V B.".Aw— Ea - Cry. W, tV5 I #kpvc'a_W—u- ttft JW9-WIt rot- pqr -d Ht9hr- efo sn- upntt.-Q TP—tPvtPV 'sc& -b0r*-tryA1 ICD SFA, 4.NG F—L Item Iseat # Truss 1 033,18.1343,21035 Al 033.18.1343.19534 All 5 033,18,1343.19644 Al2 7 033.18.1343,21394 13' 9 433.18.1343.22112 A14' 11 033.18,1343.21488 AIS; 13 0 33,18,1343,21737 A16 15 033.18.1343,24331 C1 17 033,18,1343.24722 B1 19 033.18.1343.21098 SIB 21 033,18,1343,24332 82 23 0311 8. 1343,23666 DDT' 5 033,18.1343.23722 D3GT 7 033.18.1343.19878 UGE 29 033.18.134121909 EIA 31 033.18.1343.20784 MVSA 33 033,18.1343.20160 MV6A 35 033.18.1343.21207 W4A Item Seal # Truss 033,18A343.20425 A4 4 033,18.1343,19831 A 6 033,18.1343,20472 A6 8 033,18.1343,20676 A7 10 033.18143.2450 A8T 12 033.18,1343,24566 A9T 14 033.18.1343.24520 A10T 16 033.181343.21660 C2G 18 033.18.1343.19707 B1A 20 033.18.1343.24675 BIC' 22 033,18.1343,21693 B3 24 033.18.143.23644 132T 26 03316.134121926 FG1 28 033.18,1343.24409 E1 30 03118.1 43,21349 E2G 2 03318.1343.20036 MV6 34 033,18.1343.20362 MV4 36 033.18.1343.21254 MV2 Site Information: Customer., Carpenter Contractors of America JobDescription: VARIOUS ,9A6/9A7 ,205MA/205TA/205SE ,01/ ,R/01 Address: 37 39 41 43 45 47 49 51 53 Alpine, an ITW Company 2400 Lake Orange Dr., Suite 150 Orlando, FL 32837 Phone_(800)755-6001 alpineitw.com Job Number: N330142 City, State, Zip: Truss Item Seal # Truss 18.1343.24535 HJ7 38 033,18,1343.23707 HJ7T 18.1343,21597 HJ2A 40 033.18.1343.21817 HJ2 18.1343.23612 EJ7T 42 033,18.1343.21457 EJ2 18.1343.23487 CJST 44 033.18.1343.23598 CJ3T 18.1343,21347 CJ1A 46 033.18.1343.21972 CJ1B 18.1343.22206 CJ1C 48 033.18.1343.20503 EJ7 18.1343.19706 CJ5 50 033.18.1343.21534 CJ56 18.1343.21487 CJ3 52 033.18.1343.19800 CJ1 18.1343,21691 CJ3B C S • Rc A'AT : c y} w T aiW r„C` This document has been electronically signed and sealed using a Digital Signature. Printed copies without an original signature must be 02/02/2018 verified using the original electronic version. Florida Certificate of Product Approval #FL1999 Printed 2/2/20184 01Al PM ob Number: N330142 VARIOUS Truss Label: At Ply 1 1 SEQN:44139/ T60 COMN'CustR8975 JRef. iW8589750188 Qty 8 1 FROM: PFH DrwNo 033 18 1343 21035 SSB / WHK 02/02/2018 6'2*2 11'5"12 20' 67-2 _ 539 _.... 86.4 6x6E 12 226", 28' 33'9-14 40' 2,6 '"•' __56' 5,4'14 62"2 C— 40 1 i' 5'6"2 5 3 9 8 8"a 1'4; 5 G' 5'9"14 8 6'22 11'S"12 ....... f 20'2' 2r6 1 -.. 28 33'T 14 40' Loading Criteria (psf) i Wind Criteria TCLL 20.00 Wind Sid: ASCE 7-10 1'CDL: 17.00 Speed: 150 mph BCLL: 0,00 Enclosure: Closed EICDL: 10,00 Risk Category: II EXP. C Des Ld 47,00 Mean Height: 15.00 ft NCBCLL: 10,00 TCDL: 4.2 psf Soffit 0.00 BCDL: 5.0 psf Load Duration: 1,25 i MWFRS Parallel Dist: 0 to h/2 Spacing; 24-0 " i C&C Dist a: 4,00 ft i Loc. from endwall: Any GCpr 0,18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) lop chord 2x4 SP #1 72 2x4 SP 2400f-2.0E: Eot chord 2x4 SP #1 :131 2x6 SP SS: 132 2x4 SP 2400f-2.0E: Webs 2x4 SP #3 :W4, W8, W9 2x4 SP #2 N: Lumber value set "136" uses design values approved 1/30/2013 by ALSC Elracing 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) stabs 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. Plating Notes All plates are 2X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design Laterally brace BC above filler @ 24" O.C. (or as designed )Including a brace on BC directly above bath ends of filler(if no rigid diaphragm exists at that point) Snow Criteria (Pg,Pf in PSF) Pg:NA CLNA 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, HS Deft/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.377 S 999 360 VERT(TL): 1.455 S 520 240 HORZ(LL): 0.213 K - HORZ(TL): 0.518 K Creep Factor: 2.0 Max TC CSI: 0,810 Max BC CSI: 0,634 Max Web CSI: 0,825 VIEW Ver: 17.02.01A.1115,21 Maximum Reactions fibs) Loc R /U /Rw /Rh /RL /W U 2042 /580 /1396/- /412 /8.0 1 2037 / 581 / 1410 / - /- / 8.0 Wind reactions based on MWFRS U Min Brg Width Req = 2.3 1 Min Brg Width Req = 2A Bearings U & I are a rigid surface. Bearings U & I require a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chards Tens. Comp B - C 3596 - 6575 F - G 2172 - 3754 C - D 3302 - 6100 G - H 1896 - 3177 D - E 1875 - 3187 H - 1 2119 - 3744 E -F 1907 - 3038 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. 6 - T 5960 - 3106 O - M 3244 - 1437 T - S 6010 - 3112 L - K 3266 - 1687 S - R 5290 - 2590 K - 1 3268 - 1687 R - O 3265 - 1445 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp, Webs Tens. Camp. tF C - S 689 - 396 F - M 1591 -702 171 NN S - D 1689 -796 M-G 591 -171D - R 1604 -2734 M - L 3109 -1512 E - R 2153 -1271 G - L 507 -1021 R - F 885 - 1348 L - H 434 - 570 ATE •. w 02/02/2018 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) tar safety practices prior to performing these functions. Installers shall provide temporary bracin per BCSI Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a properly at[ach) n Id ceiiln Locations shown for permanent lateral restraint of webs shall have bracing insttalled per BC I sections B3, B7 or 810, w app icabgle. Ap gy plates to each face. of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z I r standard plate positions. Alpine, a division of ITW B ild n Compon nts Group In .shall not be responsible for any deviation from this rawin an failure to build thetrussinconformancewithtNStl/ RI 1, or or handling, s ippmq, installation and bracing of trussesA eal on It is dr wif g or cover page , , listing this drawing indicates acceptance of pro) essfonaf een sneering responsibilittyy solely llorthe esi n shown. The suifabfhtyanduseofthisdrawing, for any structure is the responsibilif of the Building Desigrfer per ANSUTPI 1 S c.2. For more information see this fob's general notes page and these web sites: ALPINE. www.aepineitw.com, TPI'. www.tpinst. org, SBCA: w sbondustry. cam; ICC www. iccsaf ALPINE nry my [owx: ry 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330142 Ply: 1 I SEON 44140 / T32 / HIPS Gust R R8975 JReL 1 W8589750188 VARIOUS Oly. 1 FROM. PFH DiwNo: 033 18 1343 20425 Truss Label: A4 KM t DF 02/02/2018 2r@- 6'0"6 11'5"12 10' 21' i ' 28'i"12 33'i i"10 I_... _-.._... 6'0"6 5'S"5 T6"4 2' .....5 T 72 5'9"14 6x6 6E6 T3 F 40' 6'0"6 40 Y 5'4"6 55"5 7'6"4 2V 57'12 11'5"12 74' 21'6".. i, 281'12 3311"10 40' Loading Criteria (ps@ Wind Criteria I Snow Criteria (Pg,Pf In PSF) Defl/CSI Criteria Maximum Reactions (Ibs) CLL 20 00 Wind Sid: ASCE 7-10 Pg: NA Ct NA CAT: NA, PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL W CDL 17,00 Speed: 150 mph Pf: NA Ce: NA VERT(LL): 0.392 T 999 360 V 2042 1 581 1395/ - 394 8 0 BCLL. 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 1.511 T 500 240 J 2037 / 582 / 1410/ . /- 8 0 BCDL 10,00 Risk Category: II Snow Duration: NA HORZ(LL): 0.222 L - - Wind reactions based on MWFRS Des Ld 47 00 EXP. C HORZ(TL): 0,539 L V Min Brg Width Req = 2.3 I Mean Height: 15.00 It fJCBCLL. 10 00 TCDL: 4.2 psf Code / Misc Criteria Creep Factor: 2.0 PJ Min Brg Width Req = 2A Bearings V & J Soffit: 0.00 BCDL 5.0 psf Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.822 are rigid surface. Load Duration: 1,25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0,911 Bearings V & J require a seat plate. Spacing: 24.0 " C&C Dist a: 4,00 ft Rep Factors Used: Yes Max Web CSI: 0.941 Members not listed have forces less than 375# Loc. from endwall: Any FT/RTi20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens, Comp. Wind Duration. 1.60 WAVE, HS VIEW Ver 17 02 01A 1115 21 B - C 3569 - 6587 F - G 2349 - 3715 t. umber C - D 3265 -6078 G - H 2155 - 3756 Value Set 136 (Effective 6/1 /2013) D - E 1931 - 3339 H - I 1876 - 3177 Top chord 2x4 SP #1 :T3 2x4 SP #2 N: E - F 1863 - 2901 1-1 2101 -3745 Eiot chord 2x4 SP #1 :B1 2x6 SP SS: Webs 2x4 SP #3 :W9, W10 2x4 SP #2 N: Maximum Bot Chord Forces Per Ply (Ibs) Lumber value set "13B" uses design values Chords Tens.Comp. Chords Tens. Comp. spproved 1/30/2013 by ALSO B - U 5973 - 3082 P - N 2862 - 1164 Bracing U - T 6023 - 3088 M - L 3267 - 1689 a) 1 X4 #3SRB or better continuous lateral restraint T - S 5264 -2575 L - J 3269 - 1689 to be equally spaced, Attach with (2) 8d Box or Gun S - P 2880 - 1172 raiis( 0.113"x2.5",min.). Restraint material to be supplied and attached at both ends to a suitable Maximum Web Forces Per Ply (Ibs) support by erection contractor Webs Tens.Comp. Webs Tens. Comp. a) or scab reinforcement may be used in lieu of CLR restraint. substitute (1) scab for (1) CLR and (2) ipgtdtp a tq C - T 435 -437 N - G 428 305 scabs for (2) CLR'S where shown. Scab reinforcement to be same size, species, grade, and T - p 1690 -795 N - H D - S 1516 -2584 N - M 589 169 3106 - 1515 EO% length of web member. Attach with 0.1280" gun E - S 938 - 519 H - M 509 - 1019 rails @ 6" oc i>0 ;'*'r V F - N 1632 - 1124 M -1 439 - 572 Elating Notes n. FJI plates are 2X4 except as noted. o. 646 • Wind a Wind loads based on MWFRS with additional C&C e member design.xs ;! ATE + Laterally brace BC above filler @ 24" O.C. (or as 4 ss^^+••aA designed )Including a brace on BC directly above + + ••• QRtiva\e btttendsoffiller(if no rigid diaphragm exists at #0 278'11, r •••.... NAi. r* wr terwtuu u`'' 02/ 02/20 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, handling shipping, installing. and bracing.. Refer to and follow the latest edition of BCS1 (Building ComponentSafetyInformation, by TPI and SBCA) fZ1r 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 ceilin Locations shown for permanent lateral restraint of webs shall have bracing installed per BCS I sections B3, 87 or 610, a& applicable. App y plates to each face. oftruss and position as shown above and on the Joint"Details, unless noted otherwise. Refer to ALPINE drawings160A-Z for standard pate positions. Alpine, a division of ITW Build .tnc omponents Group Inc. shall not be responsible for any deviation from this drawing any failure to build the nrtwcoAcn rc truss in conformance with AN51/1 11, or for handlin jshipping, installation and bracing of,trussesA eat on this drawing or cover pa e .. 2g00 Lake Orange Dr. listingthisdrawinindicatesacceptanceofpro) essionar en ineerI responsibility sole) for the design sho n. The suifability anduseofthis rawing for any structure is the responsibilit of the wilding DesigrSer peryANSI/TPI 1 8Zc.2. Suite 150 Fn n,nro — I— -l _—.1 ..n nn a-1 t .. — mine 41 01.9- ,.,,.,,., alnlnn — TP1 v.w.n.. r-net nrrr CRf w.nu chrinAnelry Irr ,..,.r.. ,rreaf. r,rn Orlando FL, 32837 Job Job Number: N330142 VARIOUS Truss Label: At I Ply 1 SEQN 44141 1 T3 I HIPS Cust RR8975JRef lW8589750188 Oty I FROM PFH DrwNo 033 18 1343 19534 KM I DF 02/0212018 227 12 63 14 115,12 182 8 2 1'9'8 1 0 4 21 1'12 6'3'14 51 13 68 12 37' 5*6 * 12 r 5'7"l 4 8. 6'3"1 4 7 Loading Criteria (psf) Wind Criteria TCLL 20.00 jWindStd ASCE7-10 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 ft NCBCLL10,00 Soffit: 0.00 TCDL: 4.2 psf BCDL: 5.0 psf Load Duration: 1,25 MWFRS Parallel Dist 0 to h/2 Spacing: 24.0 C&C Dist ev 4,00 ft Loc. from endwalli Any GCpii 0,18 Wind Duration: 1 60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 :T2 2x4 SP 240Qf-2.0E: Bot chord 2x6 SP SS:B3, B4 2x4 SP #1: Webs 2x4 SP #304, WT W8 2x4 SP #2 N: Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bracing a) 1X4 #3SRB or better continuous lateral restraint to be equally spaced. Attach with (2) 8d Box or Gun nails( OL 1 13"x2.5",min). Restraint material to be supplied and attached at both ends to a suitable support by erection contractor. a) or scab reinforcement may be used in lieu of CLR restraint. substitute (1) scab for (1) CLR and (2) scabs for (2) CLR'S where shown. Scab reinforcement to be same size, species, grade, and 80% length of web member. Attach with 0. 1280" gun nails @ 6" oc. Plating Notes All plates are 2X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. SX14 6X6 E F 40 3311 10 40 5* 9' 14 61016 51- 13 1104 57"12 .4- - s9" 1 14111,111, 6*0'*6 I - , 11' 5" 12 226 281 " 12 ' 33,111,10 40' Snow Criteria (P9 PC in ESE) Defl/CS1 Criteria A Maximum Reactions (Ibs) Fig NA Ct NA CAT, NAB PP Deflection in loc L/defl L/# LOC R_ U Rw / Rh / RL / W Pf NA Ce NA VERT(LL): 0.392 D 999 360 S 2042 /581 /1394/. / 380 / 8.0 Lu: NA Cs, NA VERT(TL): 1.510 D 501 240 J 2037 /583 /1409/- /- 180 Snow Duration NA HORZ(LL) 0.198 L - Wind reactions based on MWFRS HORZ( TL). 0.482 L S Min Brg Width Req = 2,3 Code / Misc Criteria Creep Factor 2.0 J Min Brg Width Req = 2A Bldg Code: FBC 6th.ed 201 Max TC CSI 0.775 Bearings S & J are a rigid surface. TPI Sidi 2014 Max BC CSI: 0.637 Bearings S & J require a seat plate. Rep Factors Used, Yes Max Web CSI: 0.818 i Members not listed have forces less than 375# FT/ RT 20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE VIEW Ver: 17.02.01A.1 115 21 B- C 3551 -6590 F-G 2385 -3786 C - D 3281 -6152 G-H 2190 -3856 D - E 3539 -6206 H -1 1858 -3170 E - F 1960 -3151 1-1 2087 -3748 S t 7-; FATE 0 4 0 2 7 NAIL Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B- R 5976 -3076 M - L 3269 -1690 R- Q 6038 -3089 L - J 3272 -1690 Q- N 3105 -1310 Maximum Web Forces Per Ply (Ibs) Webs Tens,Comp, Webs Tens. Comp. C- 0 437 -378 N - H 688 -167 Q- D 496 -508 N-M 3156 -1537 Q- E 3220 -1840 H-M 554 -1115 F - N 1562 -1069 M - 1 442 -581 N- G 451 -233 02/ 02/2018 4A— RNlwd-- READANDFOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handh% shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building I Safety Information, b TPI an SBCA) r safety practices prior to performing these functions. Installers shall provide temporary. BCSI. Unless noted o herwise,top chord shall have properl attached structural sheathin and bottom ghord shall have a pro erly d ceilingLocationsshownforpermanentlateralrestraintfwebsshallhavebracinginslalledperBCIsectionsB3B7or9 '0' e. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwis6. Refer to 60A-Zfrstandard plate positions. n Id Components G failure to b.,.1 thie o f17B114r ;0 r for han' r "Nip suitability t. e . v 'o anci ,,.h 5 a nice of he f rM ", with t r- isdrawing . indicates tyg f y s ructure f this _ is ilie responsibility of the uilding Designer ficin — this oh's --[ not— 0... and these ..h sites ALPINE www aloineitw corn TPI toinst Oro SECA sbcindustpt corn ICC w iccsa( ALPINE AN fIW COMPANY 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330142 Ply i SEON 44142 / T49 ! HIPS ! Cust R R8975 JRef i W8589750188 VARIOUS Oly: 1 FROM. PFH OrwNo: 033.18.1343.19831 Truss Label: A5 KM / OF 0210212018 6'0"6 11'5'12 17' 21'6" 23', 27'10"4 33'8"2 40' 5.0„6 55 5 _.,..... 56A .- 4'6" 1 f' 4 10 4..._..«., _.59'14 ..., ._6'3"14 6X6 '.::5X8 E F 4X8 4X4 12 D G 59 in „6X6 (a) 9 5X5 ry wo S R O M H0610 =4X10 W9 T i- L 41 A .-^ Bt _, x x« '. . .. :': ,^may,;\ j X12(At) 2-96 Q P H0510 -6X12 K 4X8(83) 12 40 ........ ...... _ _._' 1' 5'4"6 55'5 56"4 46' 12'8 51'12 59'14 6'3'14 V- M r -- N__ 6.0..6 .. 11'S'12 77'_. 21'6" 2218"8 27'10"4 33'8"2 40' 8 Loading Criteria (psf) j Wind Criteria Snow Criteria (Pg Pf in PSF) Defl/CSI Criteria j A Maximum Reactions (Ibs) TCLL 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA: PP Deflection in loc L/deft L/# Loc R / U / Rw / Rh / RL / W TGDL 17.00 Speed: 150 mph Pf NA Ce: NA VERT(LL) 0 377 S 999 360 ! U 2042 / 583 / 1392/ - / 359 / 8.0 BCLL 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL) 1,454 S 520 240 i 2037 ! 584 / t406/ - ! - / 8.0 BCDL 10,00 Risk Category. II Snow Duration NA HORZ(LL) 0 220 K - - Wind reactions based on MWFRS Des Ld 4700 EXP: C _ _ HORZ(TL) 0.533 K j U Min Brg Width Req = 2.3 NCBCLL. 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor 2 0 1 Min Brg Width Req = 2A TCDL 4.2 psf Bearings U & I are a rigid surface. Soffit: 0.00 gCDL: 5.0 psf Bldg Code: FBC 6th.ed 2017 Max TC CSI 0 932 g g R TPI Still 2014 Max BC CSI: 0.911 Bearings U & I require a seat plate. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 4.00 ft Rep Factors Used: Yes Max Web CSI: 0,958 Lac. from endwall: An FT/RT:20(0)/10(0) Members not listed have forces less than 375# Y Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp, Chords Tens. Comp. Wind Duration: 1.60 WAVE, HS VIEW Ver 17.02.01A 1115 21 - -- -- - —------.._ _. B - C 3508 - 6602 F - G 2162 - 3816 Lumber C - D 3250 -6037 G - H 1850 -3176 Value Set: 13B (Effective 6/1/2013) D - E 2119 -3750 H - 1 2063 -3746 Top chord 2x4 SP #1 E - F 2029 -3314 Bat chord 2x4 SP #1 :B1 2x6 SP SS: Webs 2x4 SP #3 :W8, W9 2x4 SP #2 Ni Maximum Bot Chord Forces Per Ply (Ibs) Lumber value set "13B" uses design values Chords Tens.Comp, Chords Tens. Camp. approved 1 /30/2013 by ALSC B - T 5989 - 3079 O - M 3351 - 1442 Bracing T - S 6039 - 3092 L - K 3269 - 1691 a) 1 X4 #3SRB or better continuous lateral restraint S - R 5215 - 2549 K - 1 3271 - 1690 to be equally spaced. Attach with (2) 8d Box or Gun R - O 3372 - 1454 nails(0.113"x2.5",min.). Restraint material to be supplied and attached at both ends to a suitable Maximum Web Forces Per Ply (Ibs) support by erection contractor. Webs Tens.Comp. Webs Tens. Comp. a) or scab reinforcement may be used in lieu of CLR 11 restraint. substitute (1) scab for (1) CLR and (2) ttmltlrr glf C - S 478 -502 M - G 671 - 160 scabs for (2) CLR'S where shown. Scab iry S - D 1693 -810 M - L 3128 - 1535 reinforcement to be same size, species. grade, and `` i D - R 1330 -2226 G - L 541 - 1071 n80%ails length of web member. Attach with 0.128x3" gun 3++•". "F-* "+C'+++ / E - R 1166 -655 L - H 443 - 579 nails @ 6" oc. +•` Is "++ M - F 1294 -700 Plating Notes c iAllplatesare2X4exceptasnoted. Q, 6weS7 " Wind * ./ Wind loads based on MWFRS with additional C&C a .+ member design. ,Q ; TE ct • ' Laterally brace BC above filler @ 24" O.C. (or as ,'T «+. c'R•' f designed )Including a brace on BC directly abovebothends p,1 "+. Q 1*. @'' that point) of filler(if no rigid diaphragm exists at # 0 27 z •+",,...•" uumnt utauw'`' 02/02/2018 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 BGSI (Building Component Safety Information, byy TPI and SBCA) fbF safety practices prior to performing these functions Installers shall provide temporary bracinggperBCSi, Unless noted otherwise,top chard shall have proper) attached structural sheathing and bottom hord shall have a properly attachd rigid ceilin Locations shown for permanent lateral restraintf webs shall have br cinq instdued per BCI sections B3, B7 or t310, as app ica e. Applgy places to each face. of truss and position as shown above and on the Dint Details, unless noted otherwise. fefer to draALPINE wings 160A-Z for standard plate positions. Alpine, a division of ITW B ild nrL ompon nts Group Inc. shall not be responsible for any deviation from this rawi tg arty failure to build the wm«cn truss m conformance with F NStI/TI 1, or or handlin shipping, instpllaticn and bracing of,trussesA seal on this drawin or cover page . , 2400 Lake Orange Dr. listing this drawing, indicates acceptance of pro essionaf en ineering responsibility solely for the des i n shoWn. The suitAbiuty Suite 150 and gUse ofthisawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI(TPI 1 S2a2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI'. www.l inst or : SBCA: wwwsticindustry com; IGC: www.iccsafe.or Orlando FL, 32837 Job Number: N330142 '- Ply: 1 SEQN: 44143 / T25 / HIPS = Cust RR8975 JRef. 1 W8589750188 VARIOUS Qty 1 FROM PFH DrwNo 033.18.134319644 Truss Label: Al2 KM / DF 0210212018 6'3"14 11'5'12 16'2'8 23'9"8 281"12 33'11"10 40` 6'3"14 51"13 4'8"12 77" 4`44 _ 59' 1A 610"6 ' 6X8 -` 5X8 E F it 13X6 D W 4 W'i G 59 12 ( a), (a1,. j T4 6X6 5X5 i' ' H n gip % rl« "ice. ,-tY ,' . i- Ti - - R Q 8X14 W9 T5 62 f 4`z A,. .«..r ,> F =4X4 84 1 4X12(A1) 1-2 296 P K B3 =6Xi2 =4X8(63) 6X12 C... ...... __... __.. .__-...... 40' 1'. 57"14 51'13 4'8'12 4'3'8 3- 47.12 5'9'14 61016----.:.1. 8' 6'3'14 115'12 16'2"8 ry^ 20'6' .236 T "28'i12 331710 40 ' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg Pf ,n PSF) I 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 / Rw / Rh / RL ! W TCDL 17,00 Speed: 150 mph Pf: NA Ce: NA VERT(LL): 0.372 D 999 360 T 2042 / 583 / 1389/ - / 345 / 8.0 BCLL 0,00 Enclosure Closed Lu: NA Cs: NA VERT(TL): 1.432 D 528 240 !, 1 2037 / 585 / 1403/ - / - / 8.0 BCDL 10.00 Risk Category 11 Snow Duration. NA HORZ(LL): 0.205 K - - Wind reactions based on MWFRS Des Ld 4700 EXP: C HORZ(TL): 0.498 K T Min Brg Width Req = 2.3 NCBCLL. 10 00 Mean Height 15.00 ItCode / Misc Criteria Creep Factor: 2.0 i Min Brg Width Req = 2A TCDL: 4.2 psf Bearings T & I are a rigid surface. Soffit: 0,00 BCDL: 5.0 sf Bldg Code: FBC 6th.ed 201 Max TC CSI: 0742 g g P Bearings T & I require a seat plate. Load Duration 1 25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0,739 Spacing: 24.0 " C&C Dist a 4 00 ft Rep Factors Used: Yes Max Web CSI: 0.985 Members not listed have forces less than 375# Loc. from endwall: Any FTlRT:20(0)110(0) Maximum Top Chord Forces Per Ply (Ibs) GGpi: 0.18 Plate Types): : Chords Tens.Comp. Chords Tens. Comp. Wind Duration 1 60 WAVE 1 VIEW Ver 17 02 01A 1115 21 _ . ___._..-... B - C 3518 -6615 F - G 2301 - 4080 Lumber C - D 3264 -6072 G - H 1845 -3165 Value Set: 136 (Effective 6/1/2013) D - E 3473 -6055 H -1 2051 -3751 Top chord 2x4 SP 2400f-2.0E :T1 2x4 SP #1: E - F 2145 - 3590 T4, T5 2x4 SP #2 N. Bat chord 2x6 SP SS B2 2x6 SP #2 N Maximum Bot Chord Forces Per Ply (Ibs) 133 2x4 SP #2 N. 64 2x4 SP #1: Chords Tens Comp Chords Tens. Comp Webs 2x4 SP #3 W4, W6, W9 2x4 SP #2 N: B - S 6002 - 3091 O - M 3622 - 1585 Lumber value set "13B" uses design values S - R 6058 - 3107 L - K 3274 -1696 approved 1/30/2013 by ALSC R - Q 3584 - 1553 K - 1 3277 - 1696 Q - O 3633 - 1592 Bracing a) 1 X4 #3SRB or better continuous lateral restraint Maximum Web Forces Per Ply (Ibs) to be equally spaced. Attach with (2) 8d Box or Gun Webs Tens.Comp. Webs Tens. Comp. naiis(0.113"x2.5",min.). Restraint material to be supplied and attached at both ends to a suitable iRgiffltMil C • R 479 -486 M - G 1037 -274 support by erection contractor. L` F 9 R - D 409 - 354 M - L 3293 - 1612 a) or scab reinforcement may be used in lieu of CLR v ! R - E 2682 - 1611 G - L 693 - 1405 restraint substitute (1) scab for (1) GLR and (2) ,,."••• / M - F 1349 -738 L - H 455 -600 scabs for (2) CLR'S where shown. Scab V ""•"` ` v"' reinforcement to be same size, species, grade, and 80% length of web member. Attach with 0.1280" gun Qnails@6" oc. ; 0.6"4 i Plating Notes All plates are 2X4 except as noted : ,! Wind s .+!• # ATE Wind loads based on MWFRS with additional C&C R' f member design. ry e. !f f4 ;•' '1 Laterally brace BC above filler @ 24" Q.G. (or as designed )Including a brace on BC directly above 40278 both ends of filler(if no rigid diaphragm exists at tlntM Itall that point) 02/02/2018 W`"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGi IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SECA) fo'r sar(lety practices prior to performing these functions. Installers shall provide temporary brawn per BCSI Unless noted otherwise top chord shall have properly attached structural sheathin and bottom hord shall have a properly attach d ri id ceilin ovations shown for permanent lateral restraint Of webs shall havebracing insiailed per BC I sections B3, B7 or 610, as app icabgle. Appp y pates to each face. of truss and position as shown above and on he Joni Details, unless noted otherwise. Refer to ALPINEdrawings16OA-Z fbr standard plate positions. Alpine, a division of ITW BuildlnctCompontnts Group Inc. shall not be responsible for any deviation from this drawing any failure to build the ArrnwcourAHY truss in conformance with AN51//11 11, or or handlin j shippmq, installation and bracing gf,trussesA seal on this draw -frig or cover page , , 2400 Lake Orange Dr. listing this drawingg indicates acceptance of pro ess ona engineering responsibility solely for the des i n shown. The suitability quite 150anduseofthisdrawingforanystructureistheresponsibilityoftheBuildingDesigrferperANSI/TPI 1 S c.2. For more information see this job's eneral notes a e and these web sites. ALPINE: www.al ineitw.com, TPI: www.t inst.or , SECA: wwwsbcjndustry com, ICC. www.iccsafe.or Orlando FL, 32837 R f Job Number: N330142 Ply 1 VARIOUS Qty: 1 Truss Label: A6 6'0" 6 11'5"12 15' 22'8"8 6o"6 5,515 36"4 78"8 1 I 0 12 5'4 6 515"511r' ,. ai 6'0„6 11'5„l-2 s Loading Criteria (psf) j Wind Criteria TCLL 20.00 Wind Std: ASCE 7.10 TCDL: 17,00 Speed: 150 mph BCLL: 0,00 Enclosure: Closed SCDL1 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 0 to h/2 Spacing: 24.0 " C&C Dist a: 4,00 ft Loc. from endwail Any GCpi: 0.18 j Wind Duration 1.60 SEQN 441441 1-36 / HIPS Cust R R8975 JRef 1 W8589750188 I -ROM PFH DrwNo 033 18 1343 20472 KM / DF 02/0212018 25' 28'1"12 33'11-10 40' 2'3 8 3 1' 12 _._ 59"14....... ._.. 6 0 6 _..... _.._... 5X8-::-6X6 E T3 F G 0 W 40' 3' 6"4 698 11.. 5'1"12 38 5'914M w41 104 15, 219"8 ^ 14 ' 12 3 i-ri0 40' Snow Criteria (Pg.Pf in PSF) DefllCSl 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): 0.374 S 999 360 V 2042 / 585 / 1383! - / 324 / 8.0 Lu: NA Cs: NA VERT(TL): 1.443 S 524 240 J 2037 1586 / 1398/ - ! - / 8.0 Snow Duration. NA HORZ( LL): 0.216 L Wind reactions based on MWFRS HORZ(TL): 0.524 L V Min Brg Width Req = 2.3 Code / Misc Criteria Creep Factor: 2.0 J Min Brg Width Req = 2A Bldg Code: FBC 6th. ed 2011 Max TC CSI: 0.952 Bearings V & J are a rigid surface. TPI Std: 2014 Max BC CSI: 0,643 Bearings V & J require a seat plate. Rep Factors Used: Yes i Max Web CSI: 0,969 Members not listed have forces less than 375# FT/RT:20(0)/ 10(0) Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s) Chords Tens Comp_ Chords Tens. Comp. WAVE HS r VIEW Ver 17 02 01A.1115.21 I B - C 3522 - 6612 F - G 2358 - 4116 Lumber C - D 3235 - 6009 G - H 2O51 - 3155 Value Set: 136 (Effective 6/1/2013) D - E 2422 -4319 H - 1 1849 -3178 Top chord 2x4 SP # 1 :T3 2x4 SP 2400f-2,OE, E - F 2362 -4126 I - J 2045 - 3745 T4 2x4 SP #2 N: Bat chord 2x6 SP SS :132 2x4 SP 2400f-2.OE: Maximum Bot Chord Forces Per Ply (ibs) B3 2x4 SP #2N: 134 2x4 SP #1: Chords Tens.Comp, Chords Tens Comp Webs 2x4 SP #3 : W6, W9 2x4 SP #2 N: B - U 6000 - 3095 P - N 3812 - 1674 Lumber value set " 13B" uses design values U - T 6048 - 3110 M - L 3269 - 1699 approved 1/30/2013 by ALSC T - S 5194 - 2525 L - J 3271 - 1699 S - P 3838 - 1691 Bracing a) 1X4 #3SRB or better continuous lateral restraint Maximum Web Forces Per Ply (Ibs) to be equally spaced. Attach with (2) 8d Box or Gun Webs Tens.Comp, Webs Tens. Comp. nails(0.113"x2.5",min.). Restraint material to be supplied and attached attr both ends to a suitable Ulgt1, C - T N - G 2416 -1074 support by erection contractor. F'f••`t"-C14 R T - D 844 1698 -a44 698 N - M 3476 - 1552 552 a) or scabreinforcement may be used in lieu of CLR restraint. substitute (1) scab for (1) CLR and (2) scabs for (2) CLR' S where shown. Scab OV •.•'" " "••.• rlr j••• D - S E - S E - N 1149 -1854 1257 -713 417 - 266 G - M M - H M -1 183 - 893 440 -398 448 -577 reinforcement to be same size, species, grade, and F - N 321 - 539 80% length of web member. Attach with 0.128x3" gun • " nails @ 6" oc. o. 648 ; r Plating Notes Allplates are 2X4 except as noted. Wind Wind loads based on MWFRS with additional C&C wr 'r}••.• / 4' R••<{r fiart member design. "r ^ •. GQRlO,*' "* Laterally brace BC above filler @ 24" O.C. (or as rr h/t r NA 17 A designed )Including a brace on BC directly above #0 278 rrrrr both ends of filler( if no rigid diaphragm exists at tWtMutµlit t that point) 02/ 02/ 2018 WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. _ Refer to and follow the latest edition of BCSI (Building omponent Safety Information, by TPI and SBCA) far satiPety practices prior to performing these functions. Installers shall provide temporary racingg@ per SCSI._ Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom GGhord shall have a propperly sttach I riggid cellln9LocationsshownforpermanentlateralrestraintfwebsshallhavebracinginstalledperBCSIsections83, E37 or 1310 as ap 1 Icab-le. Apply plates to each face, a truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE irawings 16OA-Z forstandardplatepositions. 4lpine, a division of ITW Buuildl1'n omponents Group Inc shall not be responsible for any deviation from this drawing any failure to build the runs in conformance with AN51/ 1 1, or for handlinq, shipping, Installation and bracln9 of trussesA seal on this drawing or cover page , , 240o Lake Orange Dr. isting this drawing, indicatesacceptanceofproresslonafenineeringgresRaonsibilittyvsolelyforthedesinshoWn. The su,Tabrirty Suite Lake and use of this drawing for any structure is the responsibilit of the 6uildiilg pesigrSer perANSIfTPI 1 S c.2. Orlando FL. 32837 Job Number. erN330142 VARIOUS Truss Label: A13 Ply 1 SEON 44145/ -1721 /SPEC Cust RR8975,lRef 1VV8589750188 Qty I FROM PFH DtwNo 033 18 1343,21394 KM / DF 02/02/2018 6' 0"6 11'5"12 16'4* 18 5*'7 21'5"12 25 T8 33'9"14 40' 6' 06 4* 1 T4 2 1'8 30"5 4.3..12 8*0 6 6'2'*2 E 2X4 8X8 Z' F G H 4X8 D12 59 T5 a) VV5 C, a) R 62 Q N: (a).W12 W9 B S 6X8 A 4X12( A1) 296 M L Paxio05X14 =5X5 2X4 54" 6 5'5"5 1' 5" 12 Loading Criteria (psf) Wind Criteria TCLL: 20,00 Wind Std: ASCE 7-10 TCDL 17,00 Speed: 150 mph BCLL: 0.00 Enclosure: Closed BCDL: 10,00 Risk Category: 11 Des Ld47,00 EXP: C 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: 0 to h/2 Spacing: 24. 0 C&C Dist a: 4.00 It Loc. from endwall: Any GCpr 0. 18 Wind Duration: 1,60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 75 2x4 SP 2400f-2.OE: Bot chord 2x4 SP #1 131 2x6 SP SS: B2 2x6 SP #2 N: Webs 2x4 SP #3:W5, W9, W10, W12 2x4 SP #2 N: Lumber value set "1313" uses design values approved 1/ 30/2013 by ALSC Bracing a) 1 X4 #3SRB or better continuous lateral restraint to be equally spaced. Attach with (2) 8d Box or Gun nails(0. 1 13"x2.5",min.). Restraint material to be supplied and attached at both ends to a suitable support by erection contractor, a) or scab reinforcement may be used in lieu of CLR restraint. substitute ( 1) scab for (1) CLR and (2) scabs for ( 2) CLR'S where shown. Scab reinforcement to be same size, species, grade, and 80% length of web member. Attach with 0, 1280" gun nails @ 6" oc. 40' 4' 1 UA 5 1'12 4 3"l 2 8'0"6 6'2"2 164" 2 1'5'* 12 25'9"8 339"14 40' ti K 4X8( 63) V Snow Criteria ( Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (lbs) Fig: NA Ct: NA CAT, NA, PP Deflection in loc L/deft L/# I Loc R / U / Rw/ Rh _/ RL /W K NA Ce: NA VERT(LL)i 0.442 P 999 360 T 2042 1581 /1385/. /347 8.0 Lu: NA Cs: NA VERT(L)i 1.702 P 444 240 J 2037 /584 /1395/- 0 Snow Duration: NA HORZ(LL) 0.233 L - Wind reactions based on MWFRS HORZ(TL): 0.564 L T Min Brg Width Req = 2.3 Code / Misc Criteria Creep Factor: 2.0 J Min Big Width Req = 2.4 Bldg Code: FBC 6th.ed 2017 Max TC CSI: 0,945 Bearings T & J are a rigid surface. TPI Std: 2014 Max SC CSI 0,973 Bearings T & J require a seat plate. Rep Factors Used. Yes Max Web CSI 0 985 Members not listed have forces less than 375# FT/RT: 20(0)110(0) Maximum Top Chord Forces Per Ply (Ibs) Plate Type( s)i Chords Tens Comp. Chords Tens. Comp. WAVE VIEW Ver 17.02 01A 1115 21 B - C 3688 -6614 F-G 2705 -4655 C - D 3463 -6091 G-H 2700 -4646 D - E 2413 -4012 H -1 1789 -2985 E - F 2437 -3930 1-1 2158 -3791 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens. Comp. Chords Tens. Comp. 1-1 - - B-S 6001 -3206 0 - N 4532 -2195 S - R 6058 -3226 M-L 3317 -1814 R-Q 5264 -2697 L - J 3320 -1813 Maximum Web Forces Per Ply (lbs) Webs Tens Comp, Webs Tens. Comp. fiff"Wilit C - R 456 -465 N-M 3092 -1501 R-D 1652 -828 N - H D - Q 1278 -2079 M-H 2974 -1451 661 -1378 E-Q 3128 -1790 M -1 Q - F 1370 -2255 613 -816 Plating Notes 7 M ++ ry " All plates are 6X6 except as noted. y` « Wind• Wind loads based on MWFRS with additional C&C TE & member design. 4e If R 0 0 27 ONM-V Ifo 11111tisMIU100011- 02/ 02/ 2018 WARNING— READ AND FOLLOW ALL NoTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS trusses req re extreme care in fabricating, handli% shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building omponentitafety Information, byTPI an SBCA) r safety practices prior to performing these functions. Installers shall provide temporary racing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom ghord shall have a pro erly attach6d rV ceilin,?,, Locations shown for ermanent lateral restraint I webs shall hav% brycinp installed per BC I sections 133, B7 or 910, I Is applica e. Apg y ,lates to each face opiruss and position as shown above and on I e oin Details, unless noted otherwise. kefer Irawings 16OA-Z I r standard plate positions, I Ine, a division of ITW BX Idi,$omponents GTup ln,..sh.all not be responsible for any deviation from this drpwing,apy failure to build the rTss in conformancewithS1111, or for handling, shipping, installation and bracingqf trussesA peal on this dr wing or cover page,,,ty h fisting thisdrawingindicatesacceptanceofproessionaengineerirespoigbjfi solely or the desi n shown. sui ab and use ofthisrawingforanystructureiseresponsibilityoftheBuildingesgerperANSI/TPI I SK.2. or more information see this lob's aeneral notes pace and these web sites ALPINE www alpineirw com, TPI www tiomst orri, SBCA www sbcindustry coin, ICC www. icesaf R .9 h "= ri—PAw 2400 Lake Orange Dr, Suite 150 Orlando FL, 32837 f Job Number: N330142 Ply: i SEQN: 44146! T73 / HIPS '; Cust RR8975 JRef: 1W8589750188 VARIOUS Qty 1 I FROM: PFH DrwNo: 033.18.1343.20676 Truss Label: A7 KM ! DF 02/02/2018 6'0"6 11'5"4 13' 22'8"8 27' 33*111,10 40' 6'0"6 5'4"14 1'6"12 9'8118 4'3"8 6'111110 6'0"6 6X8 8X85X5FT2FC 59 4X4 W6 p 4X4 vr C90FI h1 f L`i (a) tl ! n T3 f0SR r 8X8 B T 4X6 I L A 296 Q B3. 5X14 64 4X8(63) 4UrX12(Ai) 12=' 8X10 5X5 L- _.. __.. .._. _... _..._-___--- 40' ...._... _.._. __... _... -A 1' 5'4"6 515"51'6'A _.. 8'6". 1'2"8 4'3"8 6'11"10. 6'0"6 1 a'• 6' 0"6 11'5"12 13" 21'6" 22'8"8 27 -}- 33*11"10 40 4 8' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg Pf m PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL 20,00 Wind Std. ASCE 7-10 Pg NA Ct NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W TCDL 17,00 Speed: 150 mph Pf NA Ce: NA VERT(LL): 0.377 F 999 360 U 2042 / 586 / 13701 - / 288 / 8.0 BCLLi 0,00 Enclosure: Closed Lu NA Cs: NA VERT(TL). 1.454 F 520 240 1 2037 1 588 / 1385/ - / - 18.0 BGDL 10.00 Risk Category II Snow Duration NA HORZ(LL): 0.219 K - 1 Wind reactions based on MWFRS EXP: C Des Ld 47,00 Mean Height 15 00 It HORZ( TL): 0.532 K U Min Brg Width Req = 2.3 NCBCLL: 10.00 Code / Misc Criteria Creep Factor: 2.0 Min Brg Width Req = 2A TCDL: 4.2 psf Bearings U & I are a rigid surface. Soffit: 0.00 ! BGDL: 5.0 sf Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.917 9 9 P Bearings U & I require a seat plate. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.679 Spacing: 24.0 " C&C Dist a 4,00 ft Rep Factors Used: Yes Max Web CSI: 0,918 P9Members not listed have forces less than 375# Loc. from endwall: Any FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Gomp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver 17.02 01A.1115 21 B - C 3543 - 6624 F - G 2964 - 5503 Lumber C - D 3226 - 6069 G - H 1796 -3118 Value Set: 13B (Effective 6/1/2013) D - E 2938 - 5266 H - 1 2067 - 3762 Top chord 2x4 SP #1 :T2 2x6 SP SS: E - F 2973 - 5521 T3 2x4 SP #2 N: Bot chord 2x6 SP SS :B3, B4 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Webs2x4SP #3 :W6, W9, W10 2x4 SP #2 N: Lumber value set "l 313" uses design values Chords Tens Comp. Chords Tens Comp approved 1/30/2013 by ALSC B - T 6011 - 3117 O - M 4685 - 2111 T - S 6067 - 3135 L - K 3288 - 1727 Bracing S - R 5245 - 2505 K - 1 3290 - 1727 a) 1 X4 #3SRB or better continuous lateral restraint R - O 4710 - 2128 to be equally spaced. Attach with (2) 8d Box or Gun nails( 0.113"x2.5",min.). Restraint material to be Maximum Web Forces Per Ply (Ibs) suppliedandattachedatbothendstoasuitableWebsTens.Comp. Webs Tens. Comp support by erection contractor. a) or scab reinforcement may be used in lieu of CLR C - S 504 -498 F M 379 -646M7 restraint. substitute (1) scab for (1) CLR and (2) /f ` S - D 1591 -851 M - G 3613 - 1616 scabs for (2) CLR'S where shown. Scab \ '„•• ' `•+. % D - R 982 - 1355 M - L 3247 - 1524 reinforcement to be same size, species, grade, and .•- ` f •* R - E 1381 - 863 G • L 605 - 1353 80% length of web member. Attach with 0.128x3" gun •' . E - M 858 - 545 L - H 504 - 649 nails @ 6" oc. Q 8 • PlatingNotes ; 6400 All plates are 2X4 except as noted. Wind = ATE Wind loads based on MWFRS with additional C&C member design- Laterally brace BC above filler @ 24" Q.0 (or as ,,' *+•QR` .•'\, designed brace tse of filler(iforigiddiaphdiaphragmexistsatbothendsthatpoint) #0278+MttM ituNtw 02/ 02/2018 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 shi pin installing. and bracing. Refer to and follow the latest edition of BCSI (Building omponent Safety Information, by TPIandSBCA) for sarE ractices prior to performing these functions. Installers shall provide temporary racin ,e BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom hard shall hav a properly attach d n Id ceilin Locations shown forpermanent lateral restraint of webs shall hav bracin installed per BC I sections B3, 7 or 910, as app ical e. Appigy platertoeachface, ofPtruss and position as shown above and on the JOIntgDetatls, unless noted otherwise. f2efer to ALPINE Drawings 160A-Z for standard platepositions. Alpine, a division of ITW Btaild1n CComponents Group Inc.shall not be respponsible for any deviation from this drawin an failure to build the ITN; russ In conformance with ANSI P1 1, or for handlin, shippinq, instaliatidn and bracing of,trussesA seal on this dr wit g or cover page 2400 Lake Orange Dr. istin this drawing, indicates acceptance of pro essiona en ineerin9 responsibility solely for tthe des i n sho n. The suitability Suite 150 and fise of this r7iawing foranystructureistheresponsibilitoftheBuildingDesigiierperANSI1Sgea2. or more information see this iob' s oeneral notes Daae and these web sites: ALPINE: www.aloineitw.com. TPI: www.Wing oro. SBCA: www.sbcindustrv.com: ICC. www.iccsafe orp Orlando FL, 32837 Job Number: N330142 Ply 1 SEON 44147 / T18 1 SPEC Cust R R8975 JRef i W8589750188 VARIOUS Oty 1 FROM PFH DrwNo 033 18.1343.22112 Truss Label: A14 KM I DF 02/02/2018 60"6 117' 16'4" 20'5"7 27'9"8 33'8" 40' 6Q.6 6"10 .......... 4.9.. 4' 8 74.:1 ... 5110'8 ._64 ..... 6X6E t_ T 4X@ 8X8F T4 6X8G 12 D W6 I 5.9 T5X14 WA W1Q H o w fat W3 R 82 P M 6X12 a) W9 a 1 A K-` a- ter" f 3 r i 4X8(63) 4X10 SS0514O SS0712 5X14 5X5 .4X8(83) r..! 2X4 3 3X6 40' 1' 6'0"6 5'610 4'9" 3'5' 741 510"8 64" 1' 60'6 117" 164" 19'9 8,7 2T9"@ 338' 40' 20'5"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 Fig NA Ct NA CAT NA PP Deflection in loc Udeft L/# Loc R / U / Rw / Rh / RL W TCDL 17.00 Speed: 150 mph Pf NA Ce. NA VERT(LL): 0.422 O 999 360 B 2036 / 582 / 1393/ - / 323 8.0 BOLL: 0,00 Enclosure: Closed Lu, NA Cs: NA VERT(TL): 1.623 O 465 240 1 2036 / 584 / 1385/ - / - 0 BCDL 10.00 Risk Category: II Snow Duration NA HORZ(LL): 0.209 K Wind reactions based on MWFRS EXP: C Des Ld 47 00 HORZ(TL 0.507 K B Min Br Width Re 2AgqT Mean Height: 15.00 ftg NCBCLL. 10.00 Code I Misc Criteria Creep Factor: 2,0P 1 Min Brg Width Req = 2.4 TCDL. 4. 0 psf Soffit: 0.00 BldgCode FBC 6th.ed 2Q17 Max TC CSI: 0.900 Bearings B & I are a rigid surface. BGDL: 5.0 psf PLoad Duration: 1 25 MWFRS Parallel Dist: 0 to h12 TPI Std 2014 Max BC CSI: 0.734 Bearings B & I require a seat plate. Spacing: 24.0 " C&C Dist a: 4.00 ft Rep Factors Used: Yes . Max Web CSI: 0.934 Members not listed have forces less than 375# Loc. from endwall: Any FT/RT 20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GGpi: 0.18 Plate Type(s) Chords Tens Comp_ Chords Tens, Comp Wind Duration 1.60 WAVE 18SS VIEW Ver. 17.02 01A 1115.21 I B - C 2257 - 3743 F - G 3700 - 6024 Lumber C - D 3726 - 6258 G - H 1983 - 3184 Value Set: 13B (Effective 6/1/2013) D - E 2552 -4015 H - 1 2213 -3741 Top chord 2x4 SP #1 :T4 2x6 SP #2 IN: E - F 2568 -4010 Bot chord 2x4 SP #1 :B2 2x6 SP SS: Webs 2x4 SP #3 :W3, W4, W6, W9, W10 2x4 SP #2 N: Maximum Bot Chord Forces Per Ply (Ibs) Lumber value set "1313" uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC B - T 3267 - 1795 L - K 3264 - 1854 Bracing R - P 5527 -2953 K -1 3266 -1853 a) 1 X4 #3SRB or better continuous lateral restraint P - M 6049 - 3239 to be equally spaced. Attach with (2) 8d Box or Gun nails( 0.113" x2.5",min.). Restraint material to be Maximum Web Forces Per Ply (Ibs) supplied and attached at both ends to a suitable Webs Tens.Comp. Webs Tens. Comp. support by erection contractor. a) or scab reinforcement may be used in lieu of CLR tRRftpg11t 4,f C - T 984 -1664 P - F 1989 - 3206 restraint. substitute (1) scab for (1) CLR and (2) scabs for (2) CLR'S where shown. Scab F/),E/f9j C - R 2301 -1181 M - G T - R 3632 -1995 M - L 3525 - 2041 2928 - 1531 reinforcement to be same size, ies, grade, 80% length of web memberZAttach cwith 0.128x3ngun V t es ""% D - P 1438 -2339 L - H 459 -550 6" Q..` R7' nails @ oc. E - P 3123 - 1836 Wind648 Wind loads based on MWFRS with additional C&C o' a member design. TE i O V {yam+. 5'` ttO 278 NAf urWtAt"t, ttt t 02/02/ 2018 R"WARNING'" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS rrusses require extreme care in fabricating, handlingg shlppin installing and bracing. Refer to and follow the latest edition of BCSI (Building omponent Safety Information, by TPI and SBCA} foP safety ractices prior to performing these functions. Installers shall provide temporary racing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom hord shall hav a properly attach d r gid cellin9 Locations shown for permanent lateral restraint Of webs shall hav% bracing insjalled p r BC sections B3, 7 or 610, as app ica e. Apply Oates to each face. of truss and position as shown above and on the JoinCDetails, un ess noted otherwise. Refer to ALPINE irawings 16OA-Z for standard plate positions. 4lpine, a division of ITW But1ildinQ ccomponents Grpup Inc. shall not be responsible for any deviation from this drawing any failure to build the n russ in conformance with ANSI/1 Pl 1, or for handlinc shipping, installation and bracing of trussesA eai on this dr8wit5g or cover page , ,ty 2400 Lake Orange Dr. istin this drawing, indicates acceptance of proTessionA enqineerin responsibility solely taor the les iu shown. The suitabih Suite 150 and useofthisawingforanystructureistheresponsibility? of the uiiding Desigrier per ANSIfTP 1 sec.2. or more information see this job's general notes page and these web sites: ALPINE: w alpineitw.com: TPI: www.tpinst org. SBCA: www.sbcindustry.com; ICC: wwwiccsalfeorg Orlando FL, 32837 Job Number: N330142 Ply 2 VARIOUS Qty 1 Truss Label: A8T 2 Complete Trusses Required AC4X6( SEQN 44148 / T20 /HIPS i Cust RR8975 JRef, 1VV8589750188 FROM PFH DrwNo 033 18 1343,24550 KI) / DF 02/0212018 6'3" 14 1117' 22'8*'8 29' 33,111,10 40* 6* 314 4'8"2 -6 + 5-8-8 6'38 411 " 10 6'0"6 6X6 D12 59 4X4 CAA 06AB = 5X5 296 4X4 T2 8X8 8X8 E F T3 y 3X8X W TU RQ B3 I 4X4 6GX8 4X8 H P B4 0 6X8 ti 5X14 eD 4X4 65' 043X6( A1) 4X4(—) 61" 13 5VA 4-6" 1'2;'8 411 10 37' 14 2'4'*8 63"14 11-512 17' 21'6 22' 8"Ei 1-11.;8 29' 377 81. 24- 5- Loading Criteria ( psr) ! I Wind Criteria snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL 20. 00 Wind Stdi ASCE7-10 Pg: NA Ct: NA CAT: NAPP Deflection in loc L/defl L/# Loc R / U /Rw /Rh /RL W TCDL 17.00 Speed: 150 mph Pf: NA Ce: NA VERT(LL)i 0.279 F 999 360 AC 2042 / 588 /1353/- 1252 /8,0 BCLL0.00 Enclosure: Closed Lu NA Cs: NA VERT(TL) 1 076 F 703 240 J 2037 /589 /1367/. /8,0 BCDL 10,00 Risk Category: 11 Snow Duration: NA HORZ(LL), 0.160 M - - Wind reactions based on MWFRS Des Ld. 47,0 , 0 EXP:C HORZ(TL): 0.388 M AC Min Brg Width Req = 1,5 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor 2 0 J Min Brg Width Req = 1,5 NCBCLL. 0,00 TCDL: 4,2 psf Soffit] 0,00 Bldg Code: FBC 6th.ed 201 Max TC CSI 0.469 Bearings AC & J are a rigid surface, BCDL 5.0 psf Bearings AC & J require a seat plate, TPI Std: 2014 MaxBCCSI: 0,842 Load Duratiow 1 25MWFRSParallelDist0toh/2 Spacing: 24.0 C& C Dist a: 4.00 ft Rep Factors Used: Yes Max Web CSI 0819 Members not listed have forces less than 375# y Loc. from endwall AnFT/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 02,02X`1213,21 B-C 1754 -3261 F - G 1870 -3636 Lumber C - D 1702 -3253 G-H 1049 -1870 Value Set: 13B (Effective 6/ 1/2013) D-E 1841 -3590 H - 1 1739 -3235 Top chord 2x4 SP #1 32, T3 2x6 SP SS: E - F 1841 -3590 I-J 1034 -1814 Bot chord 2x6 SP SS: B3, B5 2x4 SP #2 N: IB4 2x4 SP #1: Maximum Bot Chord Forces Per Ply (Ibs) Webs 2x4 SP #3 ChordsTens.Comp. Chords Tens, Comp. Lumber value set "I 3B" uses design values approved 1/30/2013 by ALSC B -AB 2955 -1541 P-0 2111 -1109 AB -AA 3007 -1562 O- N 2108 -1109 Nailnote AA- Z 2745 -1295 IN - L 2882 -1500 Nail Schedule:O. 1 28" x3" nails Z-Y 2823 -1328 M - J 1508 -820 Top Chord: 1 Row @12. 00" o.c, Y-V 3669 -1672 L-I 2841 -1479 Bot Chord: 1 Row @12. 00" o.c, V-S 3656 -1665 Webs : 1 Row @ 4" o,c. in each row to avoid splitting. Maximum Web Forces Per Ply (Ibs) Use equal spacing between rowsandstaggernailstitkfftpfgWebsTens,Comp. Webs Tens. Comp. Plating Notes 49" All plates are 2X4 except as noted. AA- D 865 -433 P - H 365 -521 D-Y 839 -429 H - N 941 -482 1 plate(s) require special positioning. Refer to S - G 2149 -986 M -1 860 -1576 scaled plate plot details for special positioning S - P 1683 -802 L - M 699 -372 requirements, 648/ Wind Wind loads based on MWFRS with additional C&C member design. E Note, Laterally brace bottom chord above filler at 2'0" O.C. Act Max. including a lateral brace at chord ends, 0 4 0 R\Q 0278 —N A 11%0;11"0100110 02/02/2018 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING' IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS russes require extreme care in fabricating, h dl h ping, installing and bracing, Refer to and follow the latest edition of BCSI (Building n San ingsip omponent Safety Information, by TPIaBCA) r sa ety practices prior to performing these functions. Installers shall provide tempora per BCSI. Unless noted olherwise, top chord shall have properly attached structural sheathingand bottom ghord shall have a properly t2.2nh2d gid ceilin,?,. LocationsshownforermanentlateralrestraintIfwebsshallhavebrcininstalledperBCIsectionsB3B7or10sapplicae. App y plates to each face opiruss and position as shown above and on the JointDetails, unless noted otherwis6. Refer to' irawings 160A-Z for standard platepositions. ALPINE k1pine, a division of ITW Build omponents Group Inc, shall not be responsible for any deviation from this dr?winj,ap failure to build the russ in c rAN n11RI 1, or for hani:144 shipping, installatiSTIn and bracing of trussesA seat on this dr, wiuq or cover page 2400 Lake Orange Dr, isting this drawing, indicates acceptance (?f pro ession iVineering responsibili sole for the desi nshovkTn. The suitability and use of this rawing foranystructureIStheresponisalbieloftheBuildingDesig%r pePANS11TPI 1 Sac.2. Suite 150 1— -- --- .....®. -- —H -- Al D-P — —m— — TDI .— --f — corn" .— ---t— — lr(, . --f. Orlando FL, 32837 Job Number: N330142 Ply 2 VARIOUS Oty 1 Truss Label: A15 2 Complete Trusses Required 6*3'*14 117' 16'4" 16'5"12 20'8'*1521'4" 63" 41 7'15Y24'9" 12 4'3"4 3X6(Al) 6'3"14 4-- 63 1 Loading Criteria (psn Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 17,00 Speed: 150 mph BCLL 0,00 Enclosure: Closed BCDL 1000 1 Risk Category: 11 Des Ld 47,00 EXP C Mean Height: 15.00 ft NCBCLL 10 00 TCDL: 4.2 psf Soffit: 0100 BCDL: 5.0 psf Load Duration: 1,25 MWFRS Parallel Dist* 0 to h/2 Spacing: 24,0 C&C Dist a: 4.00 It Loc. from endwall: Any GCpi: 018 Wind Duration: 1,60 Lumber Value Set 13B (Effective 61112013) Top chord 2x4 SP #1 :T4 2x4 SP 2400f-2.OE Bot chord 2x4 SP #1 Webs 20 SP #3,W12, W13 2x4 SP #2 N: Lumber value set "I 3B" uses design values approved 1/3012013 by ALSC Bracing a) 1 X4 #3SRB or better continuous lateral restraint to be equally spaced. Attach with (2) 8d Box or Gun nails(0,1 13"x2,5",min.). Restraint material to be supplied and attached at both ends to a suitable support by erection contractor. Naflnote Nail Schedule :O. 1 28"x3" nails Top Chord: 1 Row @112.00" o,c. Bot Chord: 1 Row @ 12.00" o,c, Webs I Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Plating Notes All plates are 4X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Laterally brace TC below filler @ 24" O.C. (or as desmned' Includino a brace on TC directl above 5X5E SEQN: 44149 / T30 / SPEC Cust R R8975 iRef I W8589750188 FROM.PFH DrwNo 033 18 1343 21488 KM / OF 02/02/2018 299"8 31'9"12 40, k2X4 2i4 3MAI) 2X4 40' 4'9* 4'8"8 8'9" 4*0"4 6*2A V 164 2 10"8 29'9"8 33'9" 12 40' Snow Criteria (Pg,Pf,n PSF) Defil/CSI Criteria A Maximum Reactions (lbs) Pg: NA Ct NA CAT NA11 PP Deflection in loc L/defl U# Loc R / U /Rw /Rh /RL / W Pf NA Cei NA VERT(I-Q: 0,362 S 999 360 8 2036 /580 /13961- /317 /8,0 Lu: NA Cs: NA VERTJL): 1.392 S 543 240 M 2036 / 588 /1364/- /8,0 Snow Duration: NA HORZ(LL): 0.158 0 - Wind reactions based on MWFRS HORZ(TL): 0.382 0 B Min Brg Width Req = 1,5 Code / Misc Criteria Creep Factor: 2.0 M Min Big Width Req = 1.5 Bldg Code: FBC 6th.ed 201 Max TCCSI: 0.523 Bearings 6 & M are a rigid surface TPI Std: 2014 Max BC CSI: 0.648 Bearings 6 & M require a seat plate Rep Factors Used: Yes Max Web CSI: 0.988 Members not listed have forces less than 375# FT/RT 20(0)/10(0) Maximum Top Chord Forces Per Ply (lbs) Plate Type(s): Chords Tens Comp Chords Tens. Comp. WAVE, 18SS VIEWVer: 17.0Z01A.1115,2I B - C 1118 -1871 H - 1 1742 -2757 C - D 1856 -3119 I-K 2617 -4301 D-E 590 -968 K-L 1037 -1667 E-G 605 -969 L - M 1108 -1856 F- H 1675 -2666 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp, Chords Tens. Comp. B - X 1633 -905 P - 0 1616 -925 V - T 2732 -1519 O-M 1616 -924 T-Q 4351 -2439 Maximum Web Forces Per Ply (lbs) Webs Tens,Comp Webs Tens. Comp. C-x C-V X-V V-D D - F 494 -829 1143 -595 1819 -1008 937 -517 1232 -1936 F-T F - G T - 1 G-H O-P 659 -349 762 -416 1023 -1799 459 -664 1493 -788 E - F 638 -323 Q-K 2925 -1733 0. 171 E000 ;AT N both ends of filler (if no rigid diaphragm exists at #0 278 z that point) 02/02/2018 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 shippinly, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingomponentSefetyInformation, by TPI an ractices prior to performing these functions. Installers shall provide temporary In i per 3 SI. Unless noted dtherwise,top chord shall have properly attached structural sheathingand bottom ghord shall have a properlyttach2drAidcedingLocationsshownforpermanentlateralrestraintofwebsshallhav%bracin? installed per BC I sections B3, B7 or 10, t Isapplicae. App y plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to Irawings 160A-Z for standard plate positions, pine, a division of ITW Buildtp,$Components Group Inc. shall not be res onst le for any deviation from this dr?win%,an, failure to build the russinconfFrmancewithAN11PI1, or for handling, shipping, installatiTA = bracing of trussesA eat on this dr wi g or cover ihpageis rawing, indicates acceptance (?f pro essiona en ? - en responsbili sole or the desiqn shown. In this rawing for any structure is the responsibilityof the uilding Desig er pePANSIfTPI 1 Sbc.2. ALPINE P R ,' O—NY 2400 Lake Orange Dr, Suite 150 Orlando FL, 32837 Job Number: N330142 Ply 3 SEON 44150 / T16 / HIPS Cust: RR8975 JRef iW8589750188 VARIOUS Oty 1 FROM PFH DrwNri 033,18 1343 24566 Truss Label: A9T KD / DF 02/02/2018 3 Complete Trusses Required 1. 12 59 i v r inv W iV B 42 A, tf AC 4X6(At ) 9' 15'2"1 19'0'3 2.3' 261O'A 31' 6'2"1 3,1011 3'11'13mT 3104 4'l"12 -^ 3X8 T2 6X6 8X8 C D E AA z Y AB 8X8 3X8 2.96 12 8 Loading Criteria (psf) ; Wind Criteria TCLL 20,00 Wind Std: ASCE 7-10 TCDL 17,00 Speed: 150 mph BCLL: 0,00 j Enclosure: Closed BCDL: 10.00 Risk Category: II 11 EXP:C Des Lcli 47,00 Mean Height: 15,00 It NCBCLL. 10.00 ; TCDL 4.2 psf Soffit: 0,00 i BCDL: 5.0 psf Load Duration. 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " I C&C Dist a: 4.00 ft Loc- from endwall: Any GCpi: 0,18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 32, T3 2x6 SP SS: Bot chord 2x6 SP SS :B3, B5 2x4 SP #1: Webs 2x4 SP #3 Lumber value set " 1313" uses design values approved 1/30/2013 by ALSC Nailnote Nail Schedule:0.128" x3" nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12,00" o.c. Webs i 1 Row @ 4" o.c. Repeat nailing as each layer is applied. Use equal spacing between rows and stagger nails in each row to avoid splitting. Plating Notes All plates are 2X4 except as noted. Wind Wind loads based on MWFRS with additional C&C 4X8 4X4 T3 8X8F G t. _> -_% P X W TU OR "4X10 B3 4X4 H0510H 40' 9' v 4010 vin J t K 4X4 B5 L 4X4= 3X6(A 1) 40' _... _.... _-.. _.... 11....-...._ __.. _._._..-_-- A 2'5"1 38'5 311011 2'5"13 118 41"12 678 2'4"8, 11'5" 12 1571 19'0"3 21'6 1 2'8 24'4° 8 2 5"12 31' 37 7 8 40' 1, 22s"s 26'io4 Snow Criteria (Pg Pf m PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct NA CAT: NA PP Deflection in loc t/defl L/# Loc R / U / Rw / Rh / RL / W Pf NA Ce: NA VERT(LL). 0.311 E 999 360 AC 2041 / 589 ! 1331 / - / 217 / &0 Lu: NA Cs: NA VERT(TL): 1.198 E 631 240 J 2036 / 591 / 13461 - / - / 8.0 Snow Duration: NA HORZ(LL): 0.154 M - - Wind reactions based on MWFRS HORZ(TL): 0.374 M AC Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor 2 0 J Min Brg Width Req = 1.5 Bldg Code: FBC 6th.ed 2017 Max TC CSf. 0 386 Bearings AC & J are a rigid surface. TPI Std: 2014 Max BC CSI: 0.365 Bearings AC & J require a seat plate. Rep Factors Used: Yes Max Web CSI: 0.901 Members not listed have forces less than 375# FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): i Chords Tens. Comp. Chords Tens, Comp, WAVE HS VIEW Ver 17 02 02A 1213,21 B - C 1157 - 2220 F - G 1873 - 3793 C - D 1574 - 3065 G - H 845 - 1553 D - E 1848 - 3786 H - 1 1012 - 1869 E - F 1848 - 3786 1 - J 826 - 1334 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B -AB 2016 - 1003 P - O 1284 -637 AB -AA 2016 -996 O - N 1291 -640 AA- Z 3594 - 1647 N - L 1648 - 843 Z - Y 3594 - 1647 M - J 1144 - 714 Y - V 3850 - 1776 L - 1 1609 - 821 V - S 3841 - 1772 tlMitltp t Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens. Comp C -AA 1341 -589 G- P 413 -1006 235AA- D 285 - 579 H - N 413 - 235 R S - G 2365 - 1085 M - 1 758 - 1212 3a ! S P 1722 800 L M 528 -322 member design. r § {g — — Note: Laterally brace bottom chord above filler at 2'0" O.C- Max. including a lateral brace at chord ends. ! ; cy,c4 INtt0278 `u'aN,„tts,wu' 02/02/2018 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 SCSI (BuildingComponentSafetyInformation, byv TPI and SECA) fb sa ety 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 hav a properly attached rigid eedm Locations shown for permanent lateral restraint of webs shall hav bracing Inslalied per BC I sections 133, 7 or 610asappicat5ie. Appplgy pplat s to each face_ a truss and position as shown above and on the am Details, unless noted otherwise, Refer to' drawings 160A-Z fbr stan ard plate positions. Alpine, a division of ITW Build 'n omponents Group Inc. shall not be responsible for any deviation from this rawin9 any failure to build thetrussInconformancewithANT11, or for handling, shipping, installatidn and bracing of,trussesA seal on t is drawing or cover page listing this drawingq indicates acceptance of professionar engineering responsibilitv solely for the desi n shown. The suit2bility and use of this drawing for any structure is the responsibility of the Building Deslgl er per ANSI/TPI 1 S c.2. For more information see this job's general notes page and these web sites: ALPINE- www-alpineitw.com, TPI. www.tpinst org; SBCA: wwar-sbcmdustr)rc . ICC_ www.icesaf ALNE AN OW COMPANY 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330142 Ply 1 SECIN 44151 / T23 / SPEC Cust. RR8975 JRef. 1 W8589750188 VARIOUS Oty 1 FROM PFH DrwNo 033 18 1343 21737 Truss Label: A16 KM / DF 02/02/2018 6'2"2 117' 164" 20'0 8 21'4" 25'9"4 31 9"8 40 6'2^2_.. 5 4"14 4'9" _ I` 3:8"8 1'3"8 4'5"4 6.0..4.... 8.2 8 19,10" 1' 672 514"14 6'2„2 117' Loading Criteria (psf) Wind Criteria TCLL 20,00 Wind Sid: ASCE 7-10 TCDL: 1700 Speed'. 150 mph BCLL: 000 Enclosure: Closed BCDL 10.00 Risk Category: II EXP:C Des Ld 47.00 Mean Height: 15.00 ft NCBCLL 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: 4,00 It Loc. from endwalf. Any GCpj: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 61112013) Top chord 2x4 SP #2 N 35 2x4 SP #1: Bat chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Bracing a) 1 X4 #3SRB or better continuous lateral restraint to be equally spaced Attach with (2) 8d Box or Gun nails(0.113"x2-5",min.)- Restraint material to be supplied and attached at both ends to a suitable support by erection contractor. a) or scab reinforcement may be used in lieu of CLR restraint. substitute (1) scab for (1) CLR and (2) scabs for (2) CLR'S where shown. Scab reinforcement to be same size, species, grade, and 80% length of web member. Attach with 0.1280" gun nails @ 6" oc. Plating Notes All plates are 4X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Laterally brace TC below filler @ 24" O.C. (or as designed) Including a brace on TC directly above both ends of filler (if no rigid diaphragm exists at that point) I2X4 5X5E 20'2" 4'9" 3,5.' 6'0"4 6'0"4 8'2"8 1' 16'4" 1919" _.. 25'9"4 ..._ 319'8. . _.40 Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA GAT: NAf PP Deflection in loc L/defl U# 1 Loc R / U 1 Rw / Rh / RL / W Pf: NA Ce: NA ! VERT(LL): 0.060 T 999 360 1 B 1052 1305 / 781 /- 1 312 / 8.0 Lu: NA Cs: NA j VERT(TL): 0.257 T 999 240 j Q 1984 1545 / 1233/ - / - / 4.0 Snow Duration: NA HORZ(LL): 0.029 O - M 1046 / 316 / 784 / - / - / 8.0 HORZ(TL) 0.070 O Wind reactions based on MWFRS Code / Misc Criteria Creep Factor: 2.0 B Min Brg Width Req = 1,5 Bldg Code: FBC 6th.ed 2017 Max TC CSI: 0,813 Q Min Brg Width Req = 2.8 TPI Std: 2014 Max BC CSI: 0,799 M Min Brg Width Req = 1.5 Bearings B, Q, & M are a rigid surface. Rep Factors Used: Yes Max Web CSI: 0.919 Bearings B & M require 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. Chords Tens, Comp. B - C 967 - 1613 E - F 566 - 636 C - D 10% - 1927 K - L 755 - 958 D - E 503 - 664 L - M 908 - 1466 El Maximum Bat Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - W 1364 - 671 P - O 1212 -633 U - S 1645 - 659 O - M 1205 - 632 Q - P 938 - 398 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. i++Rlfl N*itfgf t g 3 !I' r'r+?' A 7 ww• • `Y%/f AV t•Aw 1T "4 C - W W - U U - D D - S S - F 357 -607 1526 -750 871 - 382 848 - 1331 756 - 350 F - G 785 - 1128 G - R 867 - 1185 R - Q 875 - 1215 Q - K 607 - 1212 M FATE OF I ++wa w arawawww,, OF f 0 278 r'`<<< iy4 NMuutultt 02/02/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses req i re extreme care in fabricating, handling shippin installing, and bracing. Refer to and follow the latest edition of SCSI (Building Componentafety Information, byv TPI and SBCA) fuF safety r racbces pnor to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwjse,top chord shall have properly attached sUuctural sheathing and bottom chord shall have a properlyattachsdrigidcetlin9LocationsshownforermanentlateralrestraintofwebsshallhavebraacingginslaliedperBCSIsectionsB3, B7 or 810, sap Apply plater to each face ofptruss and position as shown above and on the JanCDetads, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Bt1ildinr CComponents Group In shall not be responsible for any deviation from this drawin art failure to build thetrussinconformancewithANS1PI1, or for handlin s iippin , installation and bracin of trussesA eal on this dr(v1r or cover pagge . stingthis drawing indicates acceptance of ro essionaT le ineerinq res ons bilittyv sole) for the desi n shown. The suiTabrhtyandseofthisdrawingforanystructureistheresponsibilitloftheBuildingDesigiSerperANSIfTPi1SIc.2. For more information see this job's general not page and these web sites ALPINE www alpineaw corn, TPI w tpinst org, SSCA www sbcindustry com. [CC www iccsaf ALPINE nn my c xnrnur 2400 Lake Orange Dr, Suite 150 Orlando FL, 32837 r Job Number: N330142 Ply: 1 SEON 44152 ! T43 / HIPS ( Cust RR8975 JRO, lW8589750188 VARIOUS Oly 1 FROM PFH DRvNo 033,18 1343 24520 Truss Label: AtOGT KD DF 02/02/2018 7' 147'5 22'4" 23' 28' 33' 40' 7' 77'5 7-8"11 817 5' 5' 7 SS0712 6X6 4X10 4X10(„) 6X6 12 C D E F G H t 5.9 T1 t w i -`L, A 5X14 r al 4WT W7 T4a) W2 W4int 4"2A;r O N MLI Pa;,K . B1 V U 62 ST'R PQ =8X14 3X6 5X5 65 i 5X5(A2) 4X4 6X6 i4X6(" ) 4 4X10 3X6(A1) Ic _ 274" "I — --- 17'8" ti V 7' 77'5 7'10"7 1'10"12 5' 4'78 2'4"8; 7' 14 7"5 22'5'12 24'4"8 378 33' 377'8 40' 1, 28' Loading Criteria (psf) Wind Criteria Snow Criteria (P9Pf 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 L/# Loc R / U / Rw / Rh / RL / W TCDL 17,00 Speed 150 mph Pf NA Ce: NA VERT(LL): 0,119 M 999 360 B 1958 1569 ! - / - / - / 8.0 BCLL: 0,00 Enclosure: Closed Lu. NA Cs: NA VERT(TL), 0.460 M 732 2401 T 4801 / 1347 ! - / - / • 18,0 BCDL 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.052 M - - J 1430 1422 / - / - ! - / 8.0 Des Ld 47,00 EXP C HORZ(TL): 0.128 M Wind reactions based on MWFRS NCBCLL. 0.00 Mean Height 15.00 fl Code / Misc Criteria Creep Factor: 2.0 B Min Brg Width Req = 2 3 TCDL: 4.2 psf T Min Br Width Re 4.0 Soffit: 0.00 BCDL 5.0 psf Bldg Code: FBC 6th.ed 2017 Max TC CSI: 0,870 g q = P J Min Brg Width Req = 2.0 Load Duration: 1,25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0,893 Spacing: 24.0 " C&C Dist a: 4,00 ft Rep Factors Used: No Max Web CSI: 0.825 j Bearings B, T, & J are a rigid surface. Bearings B, T, & J require a seat plate. Loc from endwall: NA FT/RT:20(0)/10(0) GCpi: 0 18 Plate Type(s): _—_____ 1 Members not listed have forces less than 375# Wind Duration 1,60 WAVE, 18SS VIEW Vec 17.02.02A.1213.21 Maximum Top Chord Forces Per Ply (Ibs) Lumber Wind Chords Tens.Comp. Chords Tens, Comp. Value Set: 13B (Effective 611/2013) Wind loads and reactions based on MWFRS. B - C 1025 - 3626 F - G 515 - 1810 Top chord 2x6 SP SS :T1 2x4 SP #2 N: Note: Laterally brace bottom chord above filler at 2'0" O.C. C - D 806 - 2877 G - H 516 - 1813 T4 2x4 SP #1: Max. including a lateral brace at chord ends. D - E 993 -283 H - 1 901 -3156 Bot chord 2x6 SP SS :81 2x4 SP #1. E - F 1090 - 303 I - J 775 - 2526 B2 2x4 SP 24001`-2.0E: B5 2x4 SP #2 IN Webs 2x4 SP #3 :W2, W7 2x4 SP #2 IN Maximum Bot Chord Forces Per Ply (Ibs) W4. W5 2x4 SP 2400f-2 OE Chords Tens Comp, Chords Tens Comp Lumber value set "136" uses design values B - V 3164 -877 P - O 291 - 1058 approved 1/30/2013 by ALSC V - U 3129 - 875 O - N 2714 - 766 U - T 2835 - 817 N - L 2776 - 776 Bracing S - R 248 •877 M - J 2120 - 657 a) 1X4 #3SRB or better continuous lateral restraint R - P 236 -845 L - I 2680 -751 to be equally spaced. Attach with (2) 8d Box or Gun tRkttnails(O 113"x2.5",min ) Restraint material to be W t Maximum Web Forces Per Ply (Ibs) supplied and attached both ends to a suitable j" `fif . support by erection contractor. Websractor. ,` • • Tens Com P Webs Tens. Comp.._ a) or scab reinforcement may be used in lieu of CLR r"•".• 43. *1 i/ V - C 824 - 52 F - O 3249 - 913 restraint. substitute (1) scab for (1) CLR and (2) " R \ ,` 4 * U - D 455 0 G - O 418 •864 scabs for (2) CLR'S where shown. Scab ; D - T 1211 -4212 O - H 285 - 1027 reinforcement to be same size, species, grade. and + i 80% length of web member. Attach with 0 128x3" gun : O. 6a • T - S 956 - 2663 H - N 1147 192 nails @ 6" oc. ; a E - S 776 -2115 M -1 696 -2237 i * R - F 212 - 599 L - M 990 - 290 Plating Notes All plates are 2X4 except as noted. e' ATE` 2 plate(s) require special positioning- Refer to i """ , , "•" scaled plate plot details for special positioning A•." , "+ 0 requirements. t f••"A"• V Loading ?#0 278` f<<rr` 1 hip supports 7-0-0 jacks with no webs. k NrM1tfC{ltl tU 02/02/20 18 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 (BuildingomponentSafetyinformation, byY TPI and SBCA) for safety practices prior to performing these functions Installers shall provide temporary racingper 6CSI.. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom hord shall hav a properly attach d ngld ceihn Locations shown for permanent lateral restraint c7f webs shall have brac,mq Inslailed per BCi sections B3, 7 or B10, as app Ica a App7oy plates to each face of truss and position as shown above and on the om Details, unless noted otherwise. Refer to ALPINEirawings160A-Z for standard plate positions. 4lpine, a division of ITW 11ildlnc Components Group Inc. shall not be responsible for any deviation from this drawing an , failure to build the N( ,'OMPANV russ m conformance wdh ANSI PI 1, or for handling, shipping, Installation and bracing of,trussesA eal on this drawitlq or cover page 2400 Lake Orange Dr. isting this drawing indicates acceptance of pro esslona en ineenn re ponsfbillttyv sole )YY for the desi n shovi7n. The suitability Suite 150 induseofthisdrawingforanystructureisfheresponsibilityofthe uild1ng DesigrSer per"ANSIlTPI 1 SK.2. or more information see this job's general notes page and these web sites. ALPINE: w al inaitw.com: TPI: www.t inst.or ; S6CA: wwwsbcindust .coin: ICC. www.iccsafe or Orlando FL, 32837 Job Number: N330142 Ply 1 SEQN: 44153 / T6 ! COMN', Cust R R8975 JRef 1 W8589750188 VARIOUS City 3 FROM: PFH DrwNo 033 18 1343 24331 Truss Label: Cl KD / DF 02/02/2018 6'314 119" 16`4" '21'1"12 6314 532 49 4912. Loading Criteria (psf) TCLL: 20.00 TCDL: 17,00 BOLL: 0.00 BCDL: 10,00 Des Ld: 47.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1,25 Spacing: 24.0 " 6X6 63 114 _ 532 .... .__ 6131 .... _ 11714 63" 14 it 7" 19'1p^ 1 3' 1j Wind Criteria Wind Sid: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP:C Mean Height: 15.00 ft TCDL: 4. 2 psf BCDL: 5. 0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc, from endwall: Any GCpi: 0, 18 Wind Duration: 1,60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/ 30/2013 by ALSC Bracing a) 1 X4 #3SRB or better continuous lateral restraint to be equally spaced. Attach with (2) 8d Box or Gun nails(0. 113"x2.5",min). Restraint material to be supplied and attached at both ends to a suitable support by erection contractor. a) or scab reinforcement may be used in lieu of CLR restraint. substitute ( 1) scab for (1) CLR and (2) scabs for ( 2) CLR'S where shown. Scab reinforcement to be same size, species, grade, and 80% length of web member. Attach with 0.1280" gun nails @ 6" oc. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical exposed to wind pressure. Deflection meets L/240. Right cantilever is exposed to wind Snow Criteria ( Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration. NA Defl/CSI Criteria PP Deflection in loc Udefl L/# VERT(LL): 0.078 J 999 360 VERT(TL): 0.285 J 999 240 HORZ(LL): 0.028 H - HORZ(TL): 0.064 H - Code / Misc Criteria 1 Creep Factor: 2.0 Bldg Code: FBC 6th.ed 2017 Max TC CSI: 0.526 TPI Std: 2014 Max BC CSI: 0.801 Rep Factors Used: Yes Max Web CSI: 0,787 FT/RT: 20(0)/10(0) Plate Type( s): WAVE VIEW Ver: 17.02 02A.1213.21 Note: Laterally brace bottomll chord abovefiller at 2'0" O.G Max. including a lateral brace at chord ends. h ••f V L•« V` F t • f ATE Of 0 278 E::QNAL,`a 02/02/ 2018 Maximum Reactions ( ibs) Loc R / U /Rw /Rh /RL /W B 1068 / 292 / 770 1 - / 354 1 8 0 1 1269 / 343 / 745 / - / - / 4.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 1 Min Brg Width Req = 1.5 Bearings B & i are a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens. Comp. Chords Tens, Comp. B - C 875 -1647 D - E 1344 - 2053 C - D 1140 - 2030 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens. Comp. Chords Tens. Comp. B - M 1394 - 926 K - 1 513 - 336 Maximum Web Forces Per Ply (Ibs) Webs Tens. Comp. Webs Tens. Comp. C - M 498 -633 K - E 1812 - 1236 M - K 1571 - 1038 E - 1 737 - 966 D-K 413 -424 1 - F 448 -213 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlingq shippin installing. and bracing. _ Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI and SBCA) fbP safety ractices poor to performing these functions. Installers shall provide temporary BCSI. Unless noted oytherwise,top chord shall have properly attached structural sheathingg and bottom hord shall have a propperly did ceiling Locations shown for permanent lateral restraint of webs shall have bracing insTalied per BC sections 63, 67 or B10, lea AgpTy_ plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to F;.3Wh,= any from this drewin an failure to build the t sealonthisdrNaing,g or cover pa gge for the desi n shoNn. The suiCabdity ANSIfTPI 1 S c.2. m rrw GQNRViV 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 Job Number: N330142 VARIOUS Truss Label: C2G Ply t SEQN 44201 / T24 /COMN'', Cust RR8975JRef tW8589750188 Oty i FROM PFH DrwNo 033 18 1343 21660 KM t DF 02/02/2018 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 " 622 11?" 16"4-' 21-1-12 6'2? — - 54'14 49 d9"12 6'2" 2 622 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 #1 32 2x4 SP 2400f-2.OE: T3 2x4 SP #2 N: Bot chord 2x8 SP 2400f-2,OE :B2 2x4 SP 2400f-2,OE: Webs 2x4 SP #3 :W3, W4 2x4 SP 2400f-2.OE. W5, W6 2x4 SP #2 N: Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bracing a) 1 X4 #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. Special Loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 78 pif at -1.00 to 78 plf at 22,33 BC: From 20 plf at 0.00 to 20 plf at 21.15 BC: 1302 lb Conc. Load at 7,06 BC 543 Ib Cone. Load at 9,06,10,23 BC: 1371 Ib Conc. Load at 11,46 6x6rt 1 5'4`14 4'1-' 3C - 11$14 117 ICA — 1910 1]12 Snow Criteria (Pg,Pf in PSF) j Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NAI PP Deflection in loc L/defl L/# i Loc R ! U / Rw / Rh / RL / W Pf: NA Ce: NA ! VERT(LL): 0.195 M 999 3601 0 3041 / 919 / 771 ! - / 354 / 8.0 Lu: NA Cs: NA VERT(TL): 0.734 M 510 240 !; 1 2964 / 900 / 744 ! - 1- / 4 0 Snow Duration: NA HORZ(LL) 0 071 H - Wind reactions based on MWFRS HORZ(TL) 0 170 H O Min Brg Width Req = 2,5 Code / Misc Criteria Creep Factor: 2.0 1 Min Brg Width Req = 2.1 Bldg Code: FBC 6th.ed 2017 Max TC CSI: 0,903 Bearings O & I are a rigid surface. TPI Std: 2014 % Max BC CSI: 0.616 Bearing O requires a seat plate. Rep Factors Used: Yes new torah csl n aaa FT/RT:20(0)/10(0) Plate Type(s): WAVE, 18SS VIEW Ver 17 02 01A /115 21 Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical exposed to wind pressure. Deflection meets L/240. Right cantilever is exposed to wind 0 278778 SjQNAh "o 02/02/2018 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (ibs) Chords Tens.Comp Chords Tens. Comp. B - C 1906 - 6338 D - E 601 - 2012 C - D 2307 - 7650 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens Comp. B - N 5612 -1674 J - 1 1640 - 475 L - J 6755 - 2024 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens. Comp. C - N 451 - 1060 L - D 5349 - 1541 C - L 1194 - 366 D - J 1817 - 59% N - L 6175 - 1839 J - E 3083 - 859 L - M 2293 - 647 E - 1 944 -3113 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingq shipping, installing, and bracing. _ Refer to and follow the latest edition of BCSI (Building Component Safety Information, byY TPI and SBCA) f0 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 attar p ngid ceilin Locations shown for Aermanent lateral restraint of webs shall hav bracin Installed per BC I sections B3, B7 or B10asappicae. Appplgy plates to each face_ of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to drawings 16OA-Z ftar standard plate positions. Alpine, a division of ITW Buildl'nleomponents Grou Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSIFI PI 1, or for handlirtct shipping, mstallatidn and bracing of.trussesA eal on this drawing or cover page , listing this drawing indicates acceptance of RroTessfonat en meerinq responsibility solely for the deli n shoWn. The suitabilityanduseothisaawingforanystructureistheresponsibilitfoftheBuildingDesigrierperANSI/TPI 1 Sae.2. For more information see this iob's oeneral notes nave and these web sites. ALPINE- www.almneitw.com TPI www.toinstont SBCA wwwsbcindust" com: ICC. www.iccsaf M an my cor,tamrrr 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330142 VARIOUS Truss Label: 61 Ply: 1 SEQN: 23317 / T8 / SPEC Cust R R8975 JRef: 1 W8589750188 Qly 3 i FROM: PFH DtwNo: 033.18.1343.24722 i KID / DF 02/02/2018 A 3'6"14 Ti"12 10'1" 12 13'1"12 168" 10 3'6"14 3'6"14 3 3' 3'6"14 20'1" 12 3 52 5X5D 5X8 ' i 5X8 SS0712 ' SS0712 12 C 5 s a 1SS1017 - W3 'f .- ^ 1". "' .-i 5XF4 N 62 M K "., A 4X4G W4 =5X10 ( : 11 lei -_ }.. _(—_ _ f_ 1,8 P 0 L B3 J`' 1 8X8 i 2X4 112X4 - 8X8 6X6(" ) 3 6' 14 3'6"14 Loading Criteria (psf) j Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 17.00 Speed: 150 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II Des Ld 47.00 EXP: C NCBCLL: 10.00 i Mean Height: 15.00 ft I TCDL: 4.2 psf Soffit: 0.00 1 BCDL: 5.0 psfLoadDuration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0,18 Wind Duration 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #2 N :132 2x6 SP SS: B3 2x4 SP 2400f-2,OE: Webs 2x4 SP #3 :W3, W10 2x4 SP #2 N: W4, W8 2x4 SP 2400f-2.OE: Rt Slider 2x4 SP #3: BLOCK LENGTH = 1.991' 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 0.00 to 78 plf at 19.81 BC: From 20 plf at 0.00 to 20 plf at 20,15 PLB: 100lb Conc. Load at (8"65,10.54), (11,65,10.54) Plating Notes 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Loading Truss supports 400# mech unit; unit centered at 10-1-12, supported by BC; unit width 3-0-0. supported by 4 trusses. Wind Wind loads based on MWFRS with additional C&C member design. 20'1" 12 3614 3' 3' 3'6"14 T _._._ X552 71'12 10'1"12 13'1" 12 16,81,10 20'1"12 Criteria eina ons (Ibs) Rmum/Reac6RwPgoNANACAT: NAI PP Deflection loc L/defl L/# oc / Rh / RL W Pf: NA Ce: NA VERT(LL): 0.281 N 855 360 A 1093 / 276 1655 ! - / 166 5,8 Lu NA Cs: NA VERT(TL): 1.240 N 315 240 1 1053 / 265 / 630 /- /- 4.0 Snow Duration: NA HORZ(LL): 0.239 1 - - Wind reactions based on MWFRS i HORZ(TL): 0.646 1 Min g Width q = 1,5ACode / Mlsc Criteria 1 Creep Factor: 2.0 Min Br1.5 9WidthReq - Bldg Code: FBC 6th.ed 2017 Max TC CSI: 0.812 Bearings A & H are a rigid surface. TPI Std: 2014 ! Max BC CSI: 0,803 Bearing A requires a seat plate. Rep Factors Used: Yes ! Max Web CSI: 0.920 Members not listed have forces less than 375# FT/RT: 20(0)!10(0) Maximum Top Chord Forces Per Ply (Ibs) Plate Type( s): —_ Chords Tens.Comp. Chords Tens. Comp. WAVE, 18SS j VIEW Vec 17.02,02A.1213.21 A - B 1087 - 1930 E - F 2884 - 5832 B - C 2911 - 5835 F - G 1154 - 1956 C - D 1355 - 2656 G - H 1153 - 2020 D - E 1369 - 2654 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens. Comp. Chords Tens. Comp. A - P 1668 - 890 J - H 1738 - 952 N - M 5390 - 2563 H - 1 249 - 410 M - K 5378 - 2534 Maximum Web Forces Per Ply (Ibs) Webs Tens. Comp. Webs Tens. Comp. f B - P 681 - 1201 M - E 2290 -3165 1087 r rr' jkA jf B - N 3623 -1674 E - K 2290 - 1087 S / , P - N 1906 - 1028 K - J 2003 - 1110 w•*' '•f N - C 2278 -1064 K - F 3539 - 1617 S '• C - M 1703 - 3178 J - F 681 - 1167 1°•'"'/ ` D- M 1905 -898 VAT OF i i (•.•.•••' 0 278 u*>trtyrtewfuttWYO 02/02/ 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, handlin shipping, installing.and bracing.Refer to and follow the latest edition of BCSI (Building mponent SafetyInformation, by TPI an SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary. Icln per BCSI._ Unless noted otherwlse,top chord shall have properly attached structural sheathing and bottom hord shall have a properly ch2 rigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracininstalledperBCIsectionsB3, B7 or 910, applicable. Apply plates to each face of truss and position as shown above and on the Joinf9Details, unless noted otherwise. Refer to wings 16OA- Z for standard plate positions, line, a division of ITW B ildin Components Group Inc., shall not be responsible for any deviation from this drawin an failure to build the ss in conformance with %NSII PI 1, or for handling, shlppinlq, installation and bracing of.trussesA seal on this drowir g or cover page , mg this drawing,indicates acceptance of ppro essfona engineering responsibilftt solely for the design shovTn. The sui ability d use of this dawing for any structure is fhe responsibility of the Building Destgl5er per ANSI/TPI 1 S c.2. 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,iccsal ALPINE N02400 LakeOrange Dr. Suite 150 Orlando FL, 32837 Job Number: N330142 VARIOUS Truss Label: B1A Ply: 1 SEON 44205 / T27 / SPEC Cush. R R8975 JRef 1 W8589750188 Oty 1 FROM PFH DrwNo 033.18.1343,19707 KM / DF 02/02/2018 1 4X4(At ) 3"1 10'1"12 15'0"7 20'1"12 5'Y 1 410 11 410 11 51,15 6'5"12 6'5" 12 Loading Criteria (psf) Wind Criteria TCLL 20,00 Wind Std: ASCE 7-10 TCDL 17,00 Speed: 150 mph BCLL 0,00 Enclosure: Closed BCDL 10.00 Risk Category: II EXP: C Des Ld 47,00 i Mean Height: 15.00 It NGBGLL 10.00 TCDL: 4.2 psf Soffit: 0.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc, from endwall: Any GCpi: 0,18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bat chord 2x4 SP #2 N :62 2x4 SP 2400f-2,OE: Webs 2x4 SP #3 Rt Slider 2x4 SP #3: BLOCK LENGTH = 1,917' 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. 4X4C G 4x4 =bxs ,:4X6(E5) 201"12 - 1 T4" 6'4" 13'9"12 20' i"12 i 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 Pt NA Ce: NA VERT(LL): 0.059 E 999 360 A 993 ! 278 / 656 ! - / 166 15,8 Lu: NA Cs: NA VERT(TL): 0.230 E 999 240 G 947 ! 264 / 627 ! - / - 14,0 Snow Duration: NA j HORZ(LL): 0,022 G Wind reactions based on MWFRS IAHORZ(TL): 0,055 G Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor: 2.0 G Min Brg Width Req = 1.5 Bldg Code: FBC 6th.ed 2017 Max TC CSI: 0.463 Bearings A & G are a rigid surface. TPI Std: 2014 Max BC CSI: 0.709 Bearing A requires a seat plate. Rep Factors Used: Yes Max Web CSI: 0,305 Members not listed have forces less than 375# FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens, Comp. Chords Tens. Comp. WAVE VIEW Ver: 17.02 01A 1115 21 A - B 1034 - 1674 D - E 1070 - 1645 B - C 1057 - 1509 E - F 1140 - 1704 C - D 1098 - 1544 S ur 7 * • FATE 0 27s iFlo 02/02/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - 1 1425 - 825 H - F 1448 - 849 1- H 973 -478 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. I - C 523 -348 C - H 574 -395 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, byY 1 PI andd SBCA) f6f sa ety practices poor to performing these functions. Installers shall provide temporary bra _in per BCSL. Unless noted otherwise,top chord shall have proper)y attached structural sheathin and bottt m hord shall have a properly attach d ri9g1d cetlmg Locations shown for Aermanent lataral restraint i1f webs shall have bracing ins alled per BGI sections 63, 67 or B10, as appieabie. Apply pplates to each face, of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW B ild ;+n omponents Grouq Inc., shall not be responsible for any deviation from this dr wing any failure to build the truss in conformance with AN51/l PI 1, or for handif Ig, shippingg, instailatidn and bracing of,trussesA seal on th s drawirtg or cover page , listing this drawing, indicates acceptance of pr6fessiona.. engineering responsibility solely for the design shown. The sui bibty ALPINE 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837moreinformationseethisiob's general notes Dade and these web sites. ALPINE'. www Job Number: N330142 VARIOUS Truss Label: BiB Ply: 1 SEON 44208 / T34 / COMN Cust: R R8975 JRef 1 W8589750188 Oly. 1 FROM: PFH DrwNo. 033.18.1343,21098 KM f DF 0210212018 5'5"5 10'4' 15'2" 11 20'4" 5,5115 4'10" 11 4'10"11 5.1-5 . 1• _,_...._ ...._ 6.8.,_. Loading Criteria (psf) Wind Criteria TCLL: 2000 Wind Std: ASCE 7.10 TCDL 17.00 Speed 150 mph BCLL 0.00 Enclosure: Closed BCDL 1000 Risk Category: II EXP C Des Ld 47 00 Mean Height: 15.00 ft NCBCLL 1000 TCDL: 4.2 psf Soffit 0.00 BCDL 5 0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing 24.0 " C&C Dist a: 3,00 ft Loc. from endwall: Any 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 :B2 2x4 SP 2400f-2,OE: Webs 2x4 SP #3 Rt Slider 2x4 SP #3 BLOCK LENGTH = 1.917' 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. 4X4D 20'4" T4„ 14' 6'4" 20'4" Snow Criteria (PgPf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA CL NA CAT: NAI PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA i VERT(LL): 0.060 F 999 360 B 1082 1311 / 748 1- / 183 / 8.0 Lu: NA Cs: NA VERT(TL): 0.230 F 999 240 H 953 / 265 / 632 / - / - / 4.0 Snow Duration: NA HORZ(LL): 0.023 H - - Wind reactions based on MWFRS HORZ(TL): 0.055 H B Min Brg Width Req = 1.5 Code / Mist; Criteria Creep Factor: 2.0 H Min Brg Width Req = 1.5 Bldg Code: FBC 6th.ed 2017 Max TC CSI: 0,466 Bearings B & H are a rigid surface. TPI Std: 2014 Max BC CSI:0.701 Bearing B requires a seat plate. Rep Factors Used. Yes 1 Max Web CSI: 0.303 Members not listed have forces less than 375# FT/RT20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Plate Types) t chords Tens Comp Chords Tens. Comp WAVE l VIEW Ver 17 02.01A 11 1521 B - C 1018 -1716 E - F 1077 - 1657 C- D 1041 -1551 F-G 1132 -1717 D - E 1105 -1557 3 i"' CE M O` ATE OF c R ISI( 1f1IAL Yl . 9027802/ 02/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - J 1469 -848 1 - G 1460 - 855 J- 1 986 -485 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. J - D 562 - 365 D - 1 570 - 393 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require extreme care in fa¢Iricatinq, handlingshipping, installing_and bracing. Refer to and follow the latest edition of BCSi (Building lentSafetyInformation, by I PI an dd SBCA) r safety practices prior to performing these functions. installers shall provide temporary per BCSL. Unless noted otherwise,top chord shall have proper) attached structural sheathing and bottom hard shall have a properly d rigid ce hn9 Locations shown for permanent lateral restraint f webs shall have bracln Inslalled per BC I sections $3, B7 or E310, cable Apply plates to each face of ttruss and position as shown above and on the Joint9Details, unless noted otherwise. Refer to s 16OA-Z for standard plate positions, a division of ITW Build n CComponents Group Inc. shall not be responsible for any deviation from this drewin an failure to build the conformance with ANStI( RI 1, or for handling, shipping, installation and bracingof trussesA seal on this drawiXg or over page thisdrawinindicatesacceptanceofpro7essfonafengineeringresponsbiliysole )y forthe desi n shown. gthe suit -ability eofthisgnawingforanystructureistheresponsibilityoftheBuildingDesignerpeNNSI/TPI 1 S'bc.2. information see this lob's general notes oaae and these web sitesALPINE: wwwaloineaw. com: TPI. www. tomst.oro. SBCA. www. sbdnduslrv.com. ICC. www.lccsaf ALPINE n rw.' o+ avnv 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330142 Ply 1 SEQN: 23319 / T56^ / SPEC~ Cust R R8975 JRef 1 W8589750188 VARIOUS Qty i FROM: PFH DrwNo 033 18.1343 24675 Truss Label: 81G KD / DF 02/02/2018 10,1"12 201"12, A' 3'8"10 5'1012. 875 167 11'8113. 161"12 180'9 21 3 318 10 2 2'2 2'8"9 1'6 7 ' 4'5"9 t 10'13' 5X5 1" 8X8 E 5X5 rt'. 5X8 C_ D '1 p SS0514 I L N r 95 12 1' 4X6 H wW J ti 4X4A, 1- W v 82 T R v Kk,IM5X10 W12 a 91 o i 1 I Lt s azn3X6r5X8XN3X6U83. o Y,4x4 5Xt4 = 6m(-) 8X8 3'8" 10 3a"10 Loading Criteria (psf) j Wind Criteria TCLL: 20,00 Wind Std: ASCE 7-10 TCDL: 17,00 Speed: 150 mph BCLL: 0,00 Enclosure: Closed BCDL: 10,00 Risk Category: II EXP: C Des Ld 47,00 Mean Height: 15.00 ft NCBCLL: 10,00 TCDL: 4.2 psf Soffit: 0.00 BCDL 5.0 psf Load Duration: 1.25 1 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 20'1'12 2'5'10 3' 3` 3'S"2 3`6"t4 i_. _« ... .._ 624 u.. ..+.. 101 12 13'1 '12 16614 201'12 717112 Snow Criteria (ag,af in PSF) DefllCSl Griteria Maximum Reactions (Ibs) Pg: NA Ct NA CAT NA PP Deflection in loc Lldefl L/# Loc R ! U / Rw ! Rh ! RL ! W Pt NA Ce: NA VERT(LL): 0.244 F 990 360 Z 1085 / 276 / 646 ! - / 211 / 5.8 Lw NA Cs: NA VERT(TL): 1.080 F 370 240 P 1061 1314 / 643 ! - / - / 4.0 Snow Duration: NA HORZ(LL): 0.185 P Wind reactions based on MWFRS HORZ(TL): 0.500 P Z Min Big Width Req = 1.5 Code! Misc Criteria Creep Factor. 2.0 P Min Brg Width Req = 1,5 Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.704 j Bearings Z & O are a rigid surface TPI Std: 2014 Max BC CSI: 0.485 Bearing Z requires a seat plate Rep Factors Used: Yes I Max Web CSI: 0.875 j Members not listed have forces less than 375# FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens, Comp. WAVE, 18SS VIEW Ver. 17.02.02A.1213.21 A - B 684 - 1211 G - H 3119 - 5647 Lumber Note: Laterally brace Top chord above filler at 2'0" O.C. B - C 1963 - 3205 H - J 3175 - 5721 Value Set: 13B (Effective 6/1/2013) Max. including a lateral brace at chord ends. C - D 1848 - 2908 J - K 1169 - 1902 Top chord 2x4 SP #2 N D - E 1474 - 2545 K - M 1225 -2034 Bat chord 2x4 SP #2 N :132 2x6 SP SS: E - F 1448 -2516 M - 0 1236 - 2038 B3 2x4 SP 2400f-2,OE: F - G 1481 - 2584 Webs 2x4 SP #3 :W12 2x4 SP 2400f-2,OE: W14 2x4 SP #2 N: Rt Slider 2x4 SP #3: BLOCK LENGTH = 1,991' Maximum Bat Chord Forces Per Ply (Ibs) Lumber value set " 13B" uses design values Chords Tens Comp. Chords Tens Comp, approved 1/30/2013 by ALSC W - V 3178 - 1806 Q - 0 1750 - 1006 V-T 3182 -1814 0 - P 273 -413 Special Loads T - R 5326 - 2848 Lumber Dur.Fac.=1.25 I Plate Dur.Fac.=1.25) TC: From 78 plf at 0.00 to 78 plf at 1981 BC: From 20 plf at 0.00 to 20 plf at 20,15 t1111tttfl Maximum Web Forces Per Ply (Ibs} PLB: 100 Ib Conc. Load at (8.65,10.54), (11.65,10.54) F4q, Webs Tens Comp Webs Tens Comp A - Z 624 - 1056 E - T 1859 - 995 Plating Notes •,. ' • c••%/ l. A - Y 1103 -596 T - G 1709 - 3185 All plates are 2X4 except as noted 4 .•• v •••• Y - B 1023 - 1510 G - R 2344 - 1246 1 plate(s) require special positioning. Refer to 3 • ' Y - W 1601 - 1088 R - Q 2004 - 1159 scaled plate plot details for special positioning ; B - W 1789 - 1003 R - J 3444 - 1763 requirements. : 0, 648 !, C - W 1225 -722 Q - J 704 - 1166 D - T 903 - 1354 Loading Vj- ; Mechanical Unit Loads Supported by this Truss At Truss Unit Unit Supporting • ATE X-Loc Piece Lbs Width Trusses r4 10.15 BC 400.0 3,00 4 •••• t O R ,O* Q' `• •• f` • ` EwaWind Wind loads based on MWFRS with additional C&C # 0 27H`Q' `A, •,V' member design 400011wiluttlVt Note: Laterally brace bottom chord above filler at 2'0" O.C. 02/02/2018 Max,,nchrding-a_idt-etalhface-at ch4td ends_ --- — WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS rrusses require extreme care in fabricating, handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (BuildingomponentSafetyInformation, by TPI and SECA) fo'r safety practices prior to performing these functions. Installers shall provide temporary racingper BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachd rtgid ceilin Locations shown for permanent lateral restraint of webs shall hav bracing installed per BCSI sections B3, 67 or 810 as applica a Apptey plates to each face of truss and position as shown above and on IIa Joint Details, unless noted otherwise. Refer to' ALPINEirawings16OA-Z far standard plate positions. klpine, a division of ITW Build lapomponents Group Inc. shall not be responsible for any deviation from this drawing anv failure to build the a01110.P-1 russ in conformance with ANSin PI 1, or for handlin j shipping, mstallatiN and bracing of,trussesA eai on this drawing or cover pagge . 2400 Lake Orange Dr, isting this drawing indicates acceptance of pro-fessionar en ineenn responsrbillt sole )Y for the desi n shown. The suiTabliity Suite 150anduseofthisdrawingforanystructureistheresponsibilitofthewildingDesignerperANSI/TPI 1 S2c.2. 1,—-.-1--..-- --- —e.,..,..w —.,e. -1- -..—. ,.,,.,,., — ,,,,,,,,,,,,,— Orlando FL. 32837 Job Number: N330142 Ply: 1 SEQN: 44195 / T37 / HIPS !, CusL R R8975 JRef: 1 W8589750188 VARIOUS Qty: 1 FROM: PFH DrwNo. 033.18.1343.24332 Truss Label: B2 KID / DF 02/02/2018 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 " 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 2400f-2.0E :T2 2x4 SP #2 N: Bot chord 2x4 SP 2400f-2.0E :62 2x4 SP #2 N: Webs 2x4 SP #3 Lumber value set " 136" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. 9' 9' 11'8" 28 5X5 5X5 C T2 D 20'4" 20W' 9' 2'8" 8'8" 9' 11'81, 20'4" Snow Criteria (Pg,Pf in PSF) I 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 i VERT(I-Q: 0.072 G 999 3601 B 1077 / 311 1745 /- / 166 / 8.0 Lu: NA Cs: NA VERT(TL): 0.261 G 999 2401 E 991 / 279 / 653 / - / - / 4.0 Snow Duration: NA HORZ(LL): 0.038 C j Wind reactions based on MWFRS HORZ(TL): 0.075 C B Min Brg Width Req = 1.5 Code I Misc Criteria Creep Factor: 2.0 E Min Brg Width Req = 1.5 Bldg Code: FBC 6th.ed 2017, Max TC CSI: 0.795 i Bearings B & E are a rigid surface. Bearings B & E require a seatTPIStd: 2014 Max BC CSI: 0.863 plate. Rep Factors Used: Yes Max Web CSI: 0.093 1Members not listed have forces less than 375# FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): I Chords Tens.Comp. Chords Tens. Comp. WAVE I VIEW Ver: 17.02 02A.1213 21 1 -- -- -- """" --- B - C 840 -1455 D - E 857 -1457 C - D 894 - 1182 t ATE ' Q R 0 2 7 8 f* 14,,. 0/QAtAt-eV Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - G 1177 - 582 F - E 1178 - 580 G - F 1182 - 581 02/02/20 ( 8 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 (Building t Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary SCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro[p erly Id ceiling Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI sections B3, B7 or 610 ile. AppTy plates to each face. of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to 60A-Z for standard plate positions. a division of any from this drawin anV failure to build the seal on this drawing or cover page , ANSthe design shown. The suitability ALPINE2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330142 Ply: 1 SEON 441601 T4 ( HIPS Cust RR8975 JRef 1W8589750188 VARIOUS Qty: 1 FROM PFFi DrwNo: 033.18.1343 21693 Truss Label: B3G KM ! DF 02/02/2018 7' 13'8" 20'4" 7. 6'8" 6'8" 6X6 T2 D 6X6 C 12 - — - - 59 T3 B E t v2 A t 4 - G F B2 4X8(B3) 4X4 5X5 6X6(B3) 20A" 7' 6`8" 6'8" 7 13'8" 20'4" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg Pf inPSF) OefltCSl Criteria Maximum Reactions (Ibs) TCLL 2000 Wnd Std ASCE 7-10 Pg NA Ct NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh ! RL ! W TCDL 17.00 Speed 150 mph Pf NA Ce: NA VERT(LL): 0.099 G 999 360 B 2029 / 591 / ! - ! - t &0 BCLL 0.00 Enclosure. Closed Lu. NA Cs: NA i VERT(TL): 0 382 G 999 240 E 1968 1557 ! - (- ! - (4.0 BCDL 1000 Risk Category: II Snow Duration: NA HORZ(LL): 0.047 IF Wind reactions based on MWFRS Des Ld 4700 eaMC HORZ(TL): 0.114 F B Min Brg Width Reg = 2A NCBCLL. 0,00 Mean Height 15 00 it Code / Misc Criteria Creep Factor: 2.0 E Min Big Width Reg = 1.6 Soffit: 0.00 TCDL: 4.2 psf Bldg Code: FBC 6th.ed 201 Max TIC CSI: 0.894 Bearings B 8 E are a rigid surface. BCDL: 5.0 psf Bearings B & E require a seat plate Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.902 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: No Max Web CSI: 0,314 Members not listed have forces less than 375# Loc. from endwalL NA FT/RTi20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpr 0,18 Plate Type(s): Chords Tens.Comp. Chords Tens, Comp. Wind Duration: 1.60 WAVE VIEW Ver. 17,02.01A.1115 21 Lumber B - C 1073 - 3778 D - E 1048 - 3675 C - D 893 - 3190 Value Set: 13B (Effective 5/1/2013) Top chord 2x4 SP #2 N T2 2x6 SP SS: Maximum Bot Chord Forces Per Ply (Ibs) T3 2x4 SP #1: Chords Tens.Comp Chords Tens. Comp. Bot chord 2x4 SP #1 :132 2x4 SP 2400f-2,OE: - -- - -- Webs 2x4 SP #3 B - G 3299 -919 F - E 3190 -893 Lumber value set "I 3B" uses design values G - F 3264 -916 approved 1/30/2013 by ALSC Loading Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. 1 hip supports 7-0-0 jacks at left end and 6-8-0 jacks at right end. Jacks have no webs. G C 824 -59 D - F 792 -46 Wind Wind loads and reactions based on MWFRS. IIIIIIIII f R • 0. 64E ref f R•ItO s' 0 278 is QNA ta" film t a 02/ 02/2018 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabrieating, handlin shippin installing,and bracing. _ Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI and SBCA) fo'r safety { ractices prior to performing these functions Installers shall provide temporary bracin per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom hard shall have a properly attachod rl led ceilin Locations shown for permanent lateral restraint bf webs shall hav bracing inslalled per BC I s ctions 63, B7 or 810, 144116.1 asapplecatlAppieyplatestoeachface_ oftruss and posebon as shown above and on file Jant Detalis, unless noteotherwlse. Refer to ALPINE drawings 160A-Z far standard plate positions. Alpine, a division of ITW B iidln9 Compon nts Group Inc. shall not be responsible for any deviation from this tUnn any failure to build the truss inc9nformancewithAN51/l PI 1, or or handlin shipping, instailation and bracing of trussesA eal on thin drowin or over pa e , , 2400 Lake Orange Dr. listing thisdrawing,indicates acceptance of pro'essionaf en meering responsibilitty solely for the dese n shoWn. of he suit9abthty Suite 150 and tseofthisawingforanystructureisfheresponsibilityoftheBuildingDesigrferperANSI/TPI 1 SK.2. For more information see this job's general notes page and these web sites: ALPINE. www.al ineitw.com: TPI: www.t instor . SECA: www.sbandustr com; ICC. www.iccsafe.Oro Orlando FL, 32837 Job Number: N330142 Ply i SEQN: 441971 T44 ! HIPM Gust RR8975 JRef 1 W8589750188 VARIOUS Qty 1 FROM PFH DrwNo 03318.1343.23566 Truss Label: DIT KM ! DF 02/02/2018 2'8 6'0'7 for 114 EXg T2 F 4NX4" 2 59 m t Sz A gM4N":_4X4 2X4(Ai ) r......._ __. _..._ 11'4 _. __. ..... ........_. _- i, 3715 ____ 30115 ro-IQ 24 8 6'0"7_ 9,1:.6 - 1&2' 1'2" Loading Criteria (psf) I Wind Criteria Snow Criteria (Pg Pf in PSF) I Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20,00 Wind Std: ASCE 7-10 Pg. NA Ct NA CAT: NA; PP Deflection in loc L/defl L/# ' Loc R / U / Rw / Rh / RL / W TCDL 17.00 Speed: 150 mph Pf: NA Ce: NA VERT(LL): 0.109 M 999 36011 B 644 1 176 ! 483 / - 1 301 ! 8 0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs NA VERT(TL): 0.414 M 513 2401 G 543 / 166 / 426 / - / - ! - BCDL: 10.00 Risk Category: II Snow Duration NA HORZ(LL) 0 074 G - - Wind reactions based on MWFRS Des Ld 47,00 EXP: C _ HORZ(TL) 0 178 G B Min Brg Width Req = 1.5 NCBCLL. 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor: 2.0 G Min Brg Width Req = - TCDL: 4.2 psf Bldg Cade: FBC 2014 RES Max TC CSI: 0.836 Bearing B is a rigid surface. Soffit: 0,00 BCRL: 5 0 psf gp Bearing B requires a seat plate. Load Duration: 1.25 MWFRS Parallel Dist; 0 to h/2 TPI Std: 2014 Max BC CSI: O'500 Spacing: 24.0 " C&C Dist a: 3,00 ft Rep Factors Used: Yes Max Web CSI. 0.842 Loc. from endwall: An FTIRT:20(0)/10(0) Members not listed have forces less than 375# Y Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0,18 Plate Type(s): L _------ Chords Tens.Comp. Chords Tens. Camp i Wind Duration 1.60 WAVE VIEW Ver 17 02.01A 1115 21 B - C 301 - 460 C - D 498 - 873 Lumber - Value Set: 13B (Effective 6/1/2013) Maximum Bot Chord Forces Per Ply (Ibs) Top chord 2x4 SP #1 32 2x4 SP #2 N: Chords Tens.Comp. Chords Tens. Camp Bot chord 2x4 SP #2 N Webs 2x4 SP #3 C - M 579 •673 L - J 764 -883 Lumber value set "'I 3B" uses design values M - L 769 - 885 J - H 724 - 794 approved 1/30/2013 by ALSC Plating Notes Maximum Web Forces Per Ply (Ibs) 9 Webs Tens.Comp. Webs Tens. Comp. All plates are 2X4 except as noted. D - H 720 - 748 E - G 491 - 456 Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical exposed to wind pressure 11111111111144141 Deflection meets L/240.+ tpE Laterally brace BC above filler @ 24" Q.G. (or as designed )Including a brace on BC directly above Q'•'.rVf•,• both ends of filler(if no rigid diaphragm exists at that point) e V . 64 R44 AT E :` 4 n, ORO' 0 278 'r - %QNAk. V. a 44014 Swig wat>ti'r 02/02/20 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, handlin shi ping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingGomponentSafetyInformation, byY TPI and SBCA) fo'r sa ety practices prior to performing these functions Installers shall provide temporary bracin per BCSI.. Unless noted otherwise top chord shall have properly attached structural sheathing and bottom hord shall have a properly attach tl rigid cellin Locations shown for ermanent lateral restraint bf webs shall hav bracingg inslalied per BC I sections 83, 67 or k310, a'.pp ieafslee Applgy plates to each face ofptruss and position as shown above and on tt a Joint Details, unless noted otherwise. Refer to ALPINEdrawings160A-Z for standard plate positions. Alpino, a division of ITW Buildln9omponents Group Inc. shall not be responsible for any deviation from this drawing any failure to build the u,,1y,pM,Y truss in confgrmance wdh ANsl iI 1, or for handlmq shipping, installatidn and bracing of,trussesA seal on this drawing or cover page 240o Lake Orange Dr. listingthisdrawingindicatesacceptanceofroesslanaenIneeringresponsibihyysolelyforthedesiggnshown. The sui ability Suite 150 anduseofthisiawingforanystructureist`tie responsibilit of the Building Desigrfer per ANSI/TPI 1 Sea 2. For mare information sae this "ob's eneral notes a e and these web sites. ALPINE-. www.al ineitw.com, TPI: www.t inslor ;SBCA: www.sbcintlustr com; ICG www.iccsafeor Orlando FL, 32837 Job Number: N330142 Ply 1 SEQN 44199 / T5 f HIPM Cust R R8975 JRef 1 W8589750188 VARIOUS Qty: i FROM PFFI DiwNo 033 18 1343 23644 Truss Label: 02T KM ! DF 02/02/2018 9' 11'4 2.4.. a H0610D E a L 12 5.9 s 2X4C J I tN aL-{(y' FZ.L A ,.- 41" i-. KL :i 2X4 ::3xe i.. 2M(A 1) - 2X4 2'4"8 G'T8 1 t"14 2'4•.8... 9' 9;1114 1•4"2 1 VC Loading Criteria (psf) Wind Criteria Snow Criteria (Pg Pf :n PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 20,00 Wind Sidi ASCE 7-10 Pg. NA Ct NA CAT NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W TCDL 17,00 Speed: 150 mph Pf: NA Ce NA VERT(LL) 0 176 K 760 360 B 644 1178 / 487 / - / 267 / 8.0 BCLL 0,00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.673 K 316 240 F 543 / 165 / 400 BCDL 10.00 Risk Category: II Snow Duration: NA i HORZ(LL): 0.088 H - Wind reactions based on MWFRS Des Ld: 47,00 EXP. C I j HORZ(TL): 0.211 H B Min Brg Width Req = 1,5 NCBCLL: 10,00 Mean Height: 15.00 ft Code / Misc Criteria i Creep Factor: 2.0 F Min Big Width Req = - TCDL 4.2 psf ! Bearing B is a rigid surface. Soffit: 0.00 ! BGQL: 5 0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.713 g g p TPI Std: 2014 Max BC CSI: 0,358 1i Bearing B requires a seat plate. Load Duration: 1,25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3,00 ft Rep Factors Used: Yes Max Web CSI: 0.513 Members not listed have forces less than 375# Loc. from endwall: Any 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, HIS VIEW Ver 17.02 01A 1115 21 B - C 413 - 549 D - E 382 - 391 Lumber G - D 303 - 559 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP 2400f-2,OE Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP 2400f-2.OE Chords Tens.Comp. Webs 2x4 SP #3 Lumber value set "138" uses design values K - J 426 - 577 approved 1/30/2013 by ALSC Maximum Web Forces Per Ply (Ibs) Plating Notes Webs Tens.Comp. Webs Tens. Comp. All plates are 04 except as noted. D - J 670 - 467 G - E 605 - 625 Wind J - E 827 - 848 G - F 555 - 529 Wind loads based on MWFRS with additional C&C member design. Right end vertical exposed to wind pressure.Ittlt Deflection meets L/240. Laterally brace BC above filler @ 24" O.C. (or as.. designed )Including a brace on BC directly above *•• • OR both ends of filier(if no rigid diaphragm exists at that point) i O. 648 02/02/2018 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingq, handling shi pin installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI an c7 SBCA) fbF sarPety ractices 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 propperly attached rigid ceilin Locations sheyvn for permanent lateral restraint of webs shall have bracin installed per BC I sections B3, B7 or 810, as applicable. Apply plates to each face of and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINEdrawings160A-Z for standard plate positions. Alpine, a division of ITW Buuildinl1CComponents Group Inc. shall not be responsible for any deviation from this drawing any failure to build the M w;emwH truss in conformance with ANSIlTPI 1, or for handle cL shipping, installati nand bracing of•trussesA seal on this dr, wi g or cover page , • 2a00 Lake Orange Dr. listing this drawingg indicates acceptance of proffessionaf en ineering responsibilittyv solely for the desi n shown. The sue ability Suite t5oanduseofthisAawingforanystructureistheresponsibilitoftheBuildingDesignerperANSIlTPI1Sc.2. For more information see this job's general notes page and these web sites. ALPINE: www.al ineitw.com. TPI. www.t instor : SBCA: www.sbondustr .corn, ICC: www.iccsafe.or Orlando FL, 32837 Job Number: N330142 VARIOUS Truss Label: D3GT Ply 1 SEQN: 44163 / T73 / HIPM Cost RR8975 JRef 1VV8589750188 Oily 1 FROM PFH DrwNo 033 18 1343 23722 KM / DF 02/0212018 Loading Criteria (psf) TCLL 20.00 TCDL 1700 BCLL: 0. 00 BCDL: 10.00 Des Ld 47 00 NCBCLLi 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 CSC Dist a: 3, 00 ft Loc. from endwali: NA GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 138 ( Effective 6/1/2013) Top chord 2x4 SP # 1 :T2 2x4 SP #2 N: Sot chord 2x4 SP # 2 N :B2 2x4 SP 2400f-2.OE: Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 2X4 except as noted. Loading 1 hip supports 7- 0-0 jacks with no webs. Left side jacks have 7.0-0 setback with 0-0-0 cant and 1.0-0 overhang. End jacks have 7-0-0 setback with 0-0-0 cant and 1-0-0 overhang. Right side jacks have 0-0-0 setback with 0-0-0 cant and 0-0-0 overhang. Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Laterally brace BC above filler @ 24" O.C. (or as designed )Including a brace on BC directly above both ends of 611er( if no rigid diaphragm exists at that point) 2'8" 2,8,. 7' 1 VA" 7, 4A„ 4'4" 7' Snow Criteria (Pg, Pf in PSF) Pg: NA Ct: NA CAT: Ni Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2014 RES TPI Std: 2014 Rep Factors Used: No FT/RT:20(0)/ 10(0) Plate Type(s): WAVE 5DX5 T2 4X6 F 11' 4" 3' 5" 8 1058 Defl/CSI Criteria A Maximum Reactions (Ibs) PP Deflection in loc L/defl L/# Loc R / U 1 Rw ! Rh / RL / W VERT(LL): 0.158 K 852 360 B 970 1306 (- / 95 / 8.0 VERT(TL): 0.608 K 350 240 F 1302 ! 351 I- ! - ! - ! - HORZ(LL): 0.050 F - - Wind reactions based on MWFRS HORZ(TL). 0.121 F B Min Brg Width Req = 1.5 Creep Factor: 2.0 F Min Brg Width Req = - Max TC CSI: 0. 846 Bearing B is a rigid surface Max BC CSI: 0, 865 Bearing B requires a seat plate. Max Web CS[ 0. 666 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens. Comp VIEW Ver 17.02 01A 1115 B - C 475 - 1271 D - E 407 - 1445 C - D 505 - 1674 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp Chords Tens. Comp. B - K 1010 - 304 L - J 1446 -324 C -L 1514 -345 r ; * s ATE •. a • Ct 0 27x` 4f kV; Q Maximum WebForces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - K 359 - 1191 G - E 405 - 1299 L - K 527 - 139 G - F 370 - 1281 J - E 1749 - 447 02/02/20 i 8 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handl*n shipping, installing, and bracing.. Refer to and follow the latest edition of BCSI (Building t Safety Information, byTPIanaSECA) fo'r safety practices prior to performing these functions Installers shall provide temporary BCSI , Unless noted otherwise, top chord shall have proper)VV attached structural sheathingg and bott m hord shall have a properly ild ceilm Locations shown forpermanent lateral restraint bf webs shall have bracin installed per BC I sections S3, B7 or 610, e. Apgp y plates to each face of truss and position as shown above and on the Join, Details, unless noted otherwise. Refer to 60A-Z fbr standard plate positions. a division of ITW Build rig omponents Group Inc. shall not be responsible for any deviation from this drawing any failure to build the conformance with ANStI/1" 11, or ffor handling, shipping, lnstaliation and bracing of.trussesA seal on this dr8wirlg or cover page . his drawingg indicates acceptance of rotesslonar en ineeringg responsibility solely for the des* n shovkTn. The suitability e of this drawing foranystructureistheresponsibil*t of the Building Desigder per ANSI/TPI 1 SAc.2. I 3 = R N . COW- 2400 LakeOrange Dr. Suite 150 Orlando FL, 32837 r Job Number: N330142 Ply: 1 SEQN: 44164 / T35 / FLAT ! Cust R R8975 JRef: 1 W8589750188 VARIOUS Qty: 1 FROM: PFH DrwNo: 033.18.1343.21926 Truss Label: FG1 KM / DF 02/02/2018 2' 4' 57'10 8' 10, 11'3"4 2 2' 17"10 2'4„6 _ 2' 1'3"4 2X4 I', 2X4 8X8 1:2X4 `2X4 4X4 f12X4 -6X6 A B C D E T2X4 F 2' 2' Loading Criteria (psf) Wind Criteria TCLL 20.00 Wind Std: ASCE 7-10 TCDL: 17.00 Speed: 150 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 I Risk Category: II Des Ld: 47.00 1 EXP: C I Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 0,00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1,60 Lumber Value Set: 13B (Effective 6/l/2013) Top chord 2x6 SP SS Bot chord 2x4 SP #2 N Webs 2x4 SP #3 :W2, W7 2x4 SP 2400f-2.OE: Lumber value set " 13B" uses design values approved 1 /30/2013 by ALSC Special Loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 74 plf at 0.00 to 74 plf at 11.27 BC: From 20 plf at 0.00 to 20 plf at 11.27 TC: 527 Ib Conc. Load at 8.00,10.00 Purlins The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. Wind Wind loads and reactions based on MWFRS. End verticals exposed to wind pressure. Deflection meets L/240. Additional Notes Truss must be installed as shown with top chord up. 11' 3"4 2' 17-10 1 2'4"6 2' 1'3"4 4' 57-10 8' 10, 11'3"4 Snow Criteria (Pg Pf in PSF) ! Defl/CSI Criteria j Maximum Reactions (Ibs) Pg: NA CL NA CAT: NAj PP Deflection in loc Udefl L/# j Loc IR / U / Rw / Rh / RL / W Pf: NA Ce: NA i VERT(LL): 0.058 E 999 360 ± L 742 / 641 / - / - / - / 7.3 Lu: NA Cs: NA VERT(TL): 0.225 E 988 240 G 1371 / 419 /- Snow Duration: NA ; HORZ(LL): 0.003 F Wind reactions based on MWFRS HORZ(TL): 0.007 A L Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor: 2.0 G Min Brg Width Req = - Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.426 Bearing L is a rigid surface. TPI Std: 2014 Max BC CSI: 0.503 Bearing L requires a seat plate. Rep Factors Used: Yes a Max Web CSI: 0.425 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 Ver- 17.02,01A. 1115 21 A - B 742 -1427 D - E 742 - 1426 B - C 742 -1427 E - F 742 - 1426 C - D 742 -1426 j • i R ATE QR\V rFp RiAAI{i11{I A. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A -L 606 - 706 J - P 1476 - 763 A - M 1541 - 777 P - R 1541 - 772 M - O 1527 - 749 R - F 1534 - 767 0-1 1539 - 750 F - G 400 - 1264 D - J 511 - 855 02/02/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require extreme care in fabricating, handlin shipping, installing.and bracing.Refer to and follow the latest edition of BCSI (BuildingnentSafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary. prl BCSI.. Unless noted otherwise,top chord shall have properix attached structural sheathing and bottom chord shall have a properlydrl91dceilln9LocationsshownforpermanentlateralrestraintofwebsshallhavebraacininstalledperBCSIsectionsB3, B7 or B10, C Apply plates to each face. of truss and position as shown above and on the Joint9Details, unless noted otherwise. Refer to Is 160A-Z for standard plate positions. a division of ITW B ildin CComponents GroupInc..shali not be responsible for any deviation from this drawin an failure to build theconformancewithf1NSl/ PI 1, or for handllrq, shlppinlq, installation and bracing of.trussesA seal on this drowiXg or cover page , . this drawing indicates acceptance of pro essiona engineering responsibility solely for the desi n shown. The suitabilityeofthisdrawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 S'bc.2. information see this job's general notes page and these web sites: ALPINE. www.alpineitw.com, TPI: www.tpinstorg; SBCA: www. sbcmdustry.com; ICC: www. iccsaf ALNE M MV COW- 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 t Job Number: N330142 VARIOUS Truss Label: DGE 4' 14i! i Ply: 1 SEQN: 44165 / T45 GABL Cust: R R8975 JRef: 1 W8589750188 i Oty, 1 ! FROM. PFH UFWNO: 033,18.1343,19878 KM / DF 02/02/2018 2711 3'11"1 5'3"1 67-1 T1 11 9-31 10'5"8 27'11 1-4" 1'4" 1A 1-4" 1'4" 1'27 12 5.9 : 4X4 B C D E F G H Loading Criteria (Psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) i Defl/CSI Criteria A Maximum Reactions (lbs), or *=PLF TCLL 20.00 Wind Std: ASCE7-10 Pg: NA Ct: NA CAT NA ii PIP Deflection in loc L/deft L/# L- R /Ll /Rw /Rh /RL /W TCDL 17,00 Speed: 150 mph Ii Pf: NA Ce: NA VERT(LL): 0.001 0 999 3601 1- 98 /28 /60 /- /5 /125 BCLL 0,00 Enclosure: Closed Lu: NA Cs: NA j VERT(TL): 0.003 0 999 240 1 Wind reactions based on MWIFIRS BCDL 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.001 0 - - j I Min Erg Width Req Des 47.00 EXP: C HORZ(TL): 0.002 0 Bearing A is a rigid surface. NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor: 2.0 Bearing A requires a seat plate. Soffit 0,00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 6th.ed 201 Max TCCSI: D.140 Members not listed have forces less than 375# Load Duration: 1.25 IMWIFIRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.096 Spacing: 24.0 C&C Dist a: 3.00 It Rep Factors Used: Yes Max Web CSI: 0.039 Loc. from endwall: Any FT/RT:20(0)/10(0) GCpi: 0. 18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17.02.01A. 1115.21 Lumber Value Set: 13B (Effective 6/l/2013) Top chord 2x4 SIR #2 N Bot chord 2x4 SP #2 IN Webs 2x4 SP #3 Lumber value set "l 38" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 2X4 except as noted. Wind Wind loads based on MWIFIRS with additional C&C member design, Additional Notes 0000.0t ""Mal See DWGS A16015ENC101014 & GBLLETIN1014 for bracinggablewind and other requirements, ATE f4 q 0 2 7 979"l-kAwill, ll 02/02/2018 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 0io require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingnentSafetyInformation, b a E i TPI an SECA) or safety practices prior to performing these functions. Installers shall provide temporary BCS Unless noted o herwise,top chord shall have properl attached structural sheathingand bottom ghord shall have a properlydceImLocationsshownforpermanentlateralrestraintIwebsshallhavebrycinpinstalledperBCIsectionsB3B7or610, rigid A" P Pyy plates to each face of truss and position as shown above and on the om Details, unless noted otherwise. Refer to Is 160A-Z for standard plate positions. ALPINE a division of' indicates Bu I dComponentsn iGroup conformance with AP'1or for hhandling isdrawing in acceptance0f proTessronar engineering responsrbilrty solely for the desi n shown. The suitabrlrty quite 150 e0fthisra""n,ornys structure a responsibility of the building Designer per ANSIRPI 1 S9ec.2. information see . bs en raI".t .aanthese Job Number: N330142 VARIOUS Truss Label: E1 Ply: 1 SEQN: 44166 / T11 / SPEC j Cust RR8975 JRet 1 W8589750188 Oty: 2 '.... FROM: PFH DrwNa: 033 18 1343 24409 KID ! OF 02/02/2018 Loading Criteria (pst) 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: 16.23 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: 136 (Effective 6/1l2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "136" uses design values approved 1 /30/2013 by ALSC Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure. Deflection meets L/240 Right cantilever is exposed to wind 5' 4'9 4x4C 9'9"12 4'9"12 8112 24 8.6., 1"12 24 Snow Criteria (Pg•Pf in PSF) Pg: NA Ct. NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration. NA Code / Misc Criteria Bldg Code: FBC 6th.ed 201 TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Def /CSI Criteria PP Deflection in loc Lldefl L/# VERT(LL): 0,004 B 999 360 VERT(TL): 0.016 B 999 240 HORZ(LL): -0.004 C - - HORZ(TL): 0.005 C Creep Factor: 2.0 Max TC CSI: 0.605 Max BC CSI: 0.693 Max Web CSI: 0.425 VIEW Ver: 17.02.02A.1213.21 r* i ATE t 40 27N-.i Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL !W 1 527 1150 / 301 ! - / 271 / 1 5 G 706 / 197 / 440 1 - /- l 4 0 Wind reactions based on MWFRS I Min Brg Width Req = 1.5 G Min Brg Width Req = 1.5 Bearings I & G are a rigid surface Members not listed have forces less than 375# Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens Comp. B - H 487 - 309 G - D 546 - 212 C - G 463 - 285 02/02/2018 WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling, shippin installing_and bracing. Refer to and follow the latest edition of BCSI (BuildingtSafetyInformation, bV TPI and SBCA) fbr safety ractices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted oytherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a pro erlyVceiling. Locations shown for permanent lateral restraint 4f webs shall have bracing installed per BC I sections B3, B7 or 910e. ADD V Dlates to each face of truss and position as shown above and on the oin Details. unless noted otherwise. Refer to failure to build the I or cover pa e n. The sur ability ALPINE any nN fM COU ANY 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330142 Ply: 1 I SEON: 44167 ! T2 / SPEC Cust: RR8975 JRef 1 W8589750188 VARIOUS City 2 FROM: PFH DrwNo: 033.18.134321909 Truss Label: ElA KM / DF 02/0212018 2`4 5' 9' 9"12 2-4_4.9.. 12 49"2 _.,.,. 4X4 C 2 69 4X4I B X4 VA R i i _ ii2X4 4X44X4 i; 2X4 1'8' 't' _._ _ 68' ...... _... __ T. 1'5"12 2"4 6'4" 2 4 1712 8' 2' 919 12 i'2"4 Loading Criteria (psf) ( Wind Criteria Snow Criteria (Pg Pf In PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL 20.00 Wind Std: ASCE 7-10 Pg: NA Ct. NA CAT: NA; PP Deflection in loc L/defl L/# Loc R ! U ! Rw / Rh ! RL / W TCDL: 17,00 Speed: 150 mph Pf: NA Ce: NA 1 VERT(LL): -0.002 1 999 360 !; H 594 ! 175 ! 416 / - ! 271 ! 4.0 BCLL. 0,00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.005 C 999 240', G 588 / 169 / 402 / - ! - / 4 0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.002 D - Wind reactions based on MWFRS EXP: C HORZ TL : 0.003 D H Min BigWidth Re 1.5 Des Ld 47 00MeanHeight16.23 ft ( ) q g Code / Misc Criteria CreepFactor: 2.0 G Min Brg Width Req = 1 5 NGBCLL 10A0 TCDL: 4. 2 psf Bearings H & G are a rigid surface. Soffit: 0,00 gCDL: 5.0 psf Bldg Code. FBC 6th ed 2011 Max TC CSI: 0.608 Load Duration: 1,25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0,301 Members not listed have forces less than 375# Spacing: 24.0 " C& C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.225 Maximum Web Forces Per Ply (Ibs) Loc. from endwall: Any FT/RT.20(0)/10(0) 1 Webs Tens.Comp. Webs Tens. Comp GCpI 018 Plate Type( s): Wind Duration 1 60 WAVE VIEW Ver: 17.02 01A 1115 21 I B - H 510 -266 C - G 407 -289 H - C 412 - 293 G - D 499 - 256 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. End verticals exposed to wind pressure. Deflection meets L/240. Left and right cantilevers are exposed to wind tRglffltlgjtk 0. 648 OR00 R eat p, ATE {•' rQ 0 278 V NAk- t tfftilW 02/02/ 20 ( 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, handlingshi pin installing,and bracing. Refer to and follow the latest edition of SCSI (Building Gomponent Safety Information, by TPI and SBCA) r sai ractices prior to performing these functions Installers shall provide temporary bracing per BCSt., Unless noted 6ttherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a proL erly attach@a rigid ceilin Locations shown for permanent lateral restraint of webs shall havg bracing installed per BC i sections $3, 67 or 610 as applicable. Applgy plates to each face, of truss and position as shown above and on t11e Join Details, unless note otherwise. kefer to' 1-01110111111, ALPINE drawings 160A-Z forstandardplatepositions. Alppine, a division of ITW Bt ildingQCComponents Grpup Inc. shall not be respponsible for any deviation from this drawing any failure to build the nnnw;c;runn thiSS In COnformanCe with ANSI/TRl 1, Or fbr handlin shippm9, InstallaUdn and brawn9 of trussesA seal on this draWirfg Or over pa e - , 2400 Lake Orange Dr. listing this drawing indicatesacceptanceofpro'essfonaf engineering responsibility solely for the design shown. he sui ablhty Suite 150 and use of thisFawingforanystructureistheresponsibilityofthebuildingDesigerperANSI/TPI 1 S c.2. For more information see this ob's eneral notes a e and these web sites. ALPINE: www.al ineitw.com: TPI: www.t instor , SBCA: www.sbcindustr .coin; ICC. www.iccsafe.or Orlando FL, 32837 Job Number: N330142 VARIOUS Truss Label: E2G 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: 15.74 ft TCDL 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 It Loc, from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/112013) Top chord 2x4 SP #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 Special Loads Lumber Dur Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 78 plf at -1,00 to 78 plf at 11,00 BC: From 20 plf at 0.00 to 20 plf at 9,81 TC: 147 lb Conc. Load at 3.03 TC: 90 lb Conc. Load at 5,00 TC -52 lb Conc. Load at 6.97 BC: 135 lb Conc. Load at 3.03 BC: 56 lb Conc. Load at 5.00 BC: 72 lb Conc. Load at 6,97 Wind Wind loads and reactions based on MWFRS. End verticals exposed to wind pressure. Deflection meets L/240. Left and right cantilevers are exposed to wind Additional Notes WIND LOAD CASE MODIFIED! Ply: 1 SFQN: 44168 / T31 / HIPS Cust: R R8975 JRef: i W8589750188 Qty 1 FROM: PFH DrwNo 033.18.1343.21349 KM / OF 02/02/2018 211"15 799"12 2' 9" 11 4'0"1 2'9' 12 12 C5 ::: 4X4 1 3X8 4 1712,-t 4X4 _... r 1'5"12 -- 1' 7"12 9' 9" 12 ^' Snow Criteria (Pg,Pf in PSF) i Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct NA CAT: NA: PP Deflection in loc L/defl L/# Lac R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL) 0 011 8 999 360 1 899 / 416 / - / 0 14,0 Lu NA Cs: NA VERT(TL) 0 039 8 795 240 H 705 / 235 (- ! - / 4 0 Snow Duration: NA HORZ(LL) -0.005 D - - Wind reactions based on MWFRS HORZ( TL) 0 012 D I Min Brg Width Req = 1_5 Code / Misc Criteria Creep Factor 2 0 H Min Big Width Req = 1.5 Bldg Code: FBC 6th.ed 2017 Max TC CSI: 0,534 Bearings I & H are a rigid surface. TPI Sid: 2014 Max BC CSI: 0.708 Rep Factors Used: Yes j Max Web CSI: 0.211 Members not listed have forces less than 375# Maximum Web Forces Per Ply (Ibs) FT/ RT:20(0)/10(0) Webs Tens.Comp. Plate Type(s): WAVE VIEW Ver 17.02.01A.1115,21 1 - C 335 -519 A, `` s VV r' ATE fir/'` •'* ! : , 02/ 02/2018 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 sIn pin installing. and bracing. _ Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, byY TPI and SBCA) fo'r safety rachces pnor to performing these functions Installers shah provide temporary bracinperBGSL. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a prop9erly attach d ngtd ceihn Locations sho n for ermanent latgral restraint faf webs shall hav bracrng installed per BCI sections 63, 87 or B10 as apptcable. Appky places to each ace otPtruss and position as shown above and on t 1e Joint"Details. unless noted otherwise. Refer to, drawings 160A-Z for standard plate positions. Alpino, a division of ITW 6uildlncL omponents Group Inc shall not be responsible for any deviation from this dr,awin anv failure to build the trussinconformancewithAN51/t 11, or for handlincL shipping, instaliattcsn and bracing of,trussesA cal on this dr wirtg oI over page listin this drawing indicates acceptance of professtonar en ineerin res onstbihty sole)or the desi n shown. he sutTabili anduseofthisdrawingforanystructureistiieresponsibilitofthewildingDesignerperANSI(TPI 1 S c.2. tY or more information see this iotr's general notes page and these web sites: ALPINE: www. alpineitw.com. TPI: www. tpinst org, SBCA. www. sbondustry.com: ICC. wwwiccsaf ALPINE au „ v,;curwr 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330142 VARIOUS Truss Label: MV8A Loading Criteria (psf) TCLL 2000 TCDL: 17.00 BCLL: 0,00 BCDLi 1000 Des Ld: 47,00 NCBCLL: 10,00 Soffit: 0,00 Load Duration: 1 25 Spacing: 24.0 " Ply: 1 SEQN 44169 / T40 / VAL Qty 1 FROM PFH 27' 1 8' 27"1 5'4"15 27 1 27 1 Wind Criteria Wind Std. ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP:C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 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/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 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 . 8' Snow Criteria (Pg.Pf in PSF) Pg NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 6th.ed 201 TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE 5'4"15 8' Defl/CSI Criteria PP Deflection in loc L/defl I-/# VERT(LL): 0.002 E 999 360 VERT(TL): 0.009 E 999 240 HORZ(LL): -0.001 C - HORZ(TL): 0.003 C Creep Factor: 2.0 Max TC CSI: 0.665 Max BC CSI: 0.254 Max Web CSI: 0.292 VIEW Vec 17.02.01A.1115.21 x „Q • /ATE #• ORk fff` •w RRrllaw • VR R 0 278 kkttytl ti:l lNttl' 02/02/2018 Cust RR8975 JRef. IW8589750188 DrwNo: 033.18 1343 20784 KM / DF 02/02/2018 Maximum Reactions (lbs), or *=PLF Loc R /U /Rw, /Rh /RL /W F* 98 /26 /58 /- /4 /96.0 Wind reactions based on MWFRS F Min Big 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, handlingg shi ping, installing and bracing.. Refer to and fallow the latest edition of BCSI (Building Component Safety Information. byv TPl and SBCA) for satPety practices prior to performing these functions- Installers shall provide temporary bracin per BCSI. Unless noted otherwise top chord shall have proper)V attached structural sheathing and bolt m ghard shall have a properly attach rigid ceiling Locations shown for permanent lateral restraint Of webs shall have bracin insl iled perCSI secoons 63, 67 or 610 as apphcatiie. Apply plates to each face of truss and position as shown above and on the Joint90etaiis, unless noted otherwise. f2efer 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 drawing aftY failure to build the truss in conformance with ANSin PI 1, or for handonct stiippmg, installaticin and bracng of,trussesA seal on this drawngg or aver ui e , listin this drawing indicates acceptance of professfonar en ineerin res onsfbihty sole) for the desi n shown. pThe suitgabfiltyanduseofthisdrawingforanystructureistheresponsibilitofthe uilding Desigder perANSIIfPI 1 Sc.2. For more information see this iob's aeneral notes oaae and these web sites. ALPINE: www.aloneilw.com. TPI: www.tpinsl.ora; SBCA: www,sbeindustry.com, [CC : www. iccsal ALPINE ary mv: eManvr 2400 Lake Orange Dr, Suite 150 Orlando FL, 32837 Job Number: N330142 Ply: 1 SEQN 44170 / T70 / VAL Gust R R8975 JRef: i W8589750188 VARIOUS Qty 1 FROM PFH DrwNo 033.18.1343,20036 Truss Label: MV6 KM / DF 02/02/2018 5'8'.8 2X4 GH E i'.3X6 OF 5'8"8 X" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg Pf in PSF) Deft/CSI Criteria Maximum Reactions (Ibs), or =PLF TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct NA CAT: NA, PP Deflection in loc L/defl L/# Loc R ! U ! Rw / Rh / RL ! W TCDL: 17,00 Speed: 150 mph Pf NA Ce: NA VERT(LL): NA F' 98 ! 24 / 70 / - 123 / 72.0 BCLL 0,00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA Wind reactions based on MWFRS BCDL: 10.00 Risk Category: ll Snow Duration. NA HORZ(LL): 0.014 E F Min Brg Width Req = - EXP: C Des Ld ---47.00 HORZ(TL): 0.033E - Bearing A is a rigid surface. Mean Height: 15.00 ft NCBCLL 10A0 TCDL 4.2 psf Code / Misc Criteria Creep Factor: 2.0 Soffit: 0,00 BCDL: 5.0 psf Bldg Code FBC 6th ed 2011 Max TC CSI: 0,581 Members not listed have forces less than 375# Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0A22 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Spacing: 24.0 " C&C Dist a: 3,00 ft Rep Factors Used: Yes Max Web CSI: 0.302 Loc, from endwall: Any FT/RT:20(0)110(0) B - E 377 -206 GCpr 0.18 Plate TYpe(s) Wind Duration: 1.60 WAVE VIEW Ver 17.02,01A.1115.21 Lumber Value Set: 13B (Effective 6l1l2013) 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 exposed to wind pressure. Deflection meets 1-/240. Additional Notes tllgillltt Valley truss connection truss below shall be Sbdesignedandfurnishedbyothers 7Cf ATE ;Rc OR kP 0 278 `f.:QNAI. 02/02/2018 WARNING`" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS the latest edition of SCSI (Building Installers shall provide temporary bottom hord shall hay a propperly per BC Is 63, 7 or 61 U fnless noted otherwise. fteferto' Alpina, a division of ITW Buildinq om on nts Group Inc. shall not be responsible for an deviation from this drawinp an failure to build thetrussinconformancewithAN7011orforhandllnjshippin9, installatiOn and bracingany deviation seal on this drawin or over pa e . listing this drawing indicates acceptance of professpronaf eggineerinq respoonsibillitversolely for the de S c shovrin. The INhility and use of this drawing for any structure is the res onsibili of the Buildin Desi ri For more information see this iob's oeneral notes nano and these web sitesALPINE' www. alnineitw.corn TPIwww.toinst.Ora SBCA www. sbcindustrv.com: [CC : www.imsaf t COW- 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330142 Ply: 1 SEON 44171 / T7 i VAL Cusr R R8975 JRef 1 VV8589750188 VARIOUS Oly 1 FROM PFH DrwNo 033 18 1343 20160 Truss Label: MV6A KM / DF 02/0212018 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: 125 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 CRC Dist a: 3. 00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B ( Effective 6/1/2013) Top chord 2x4 SP # 2 N Bot chord 2x4 SP # 2 N Webs 20 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 . 2711 6' 27-1 3'4" 15 N 271 3'4" 15 27'1 6' Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT. NA! PP Deflection in loc Udefl L/# Pf NA Ce NA VERT(LL): 0.003 E 999 360 Lu: NA Cs: NA VERT(TL): 0.010 E 999 240 Snow Duration: NA HORZ( LL): -0.001 C - I HORZ(TL): 0. 002 C Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 6th. ed 2011 Max TC CSI: 0.343 TPI Std: 2014 Max BC CSI: 0.102 Rep Factors Used: Yes Max Web CSI: 0,141 FT/RT:20(0)/ 10(0) Plate Type(s): WAVE VIEW Ver 17. 02,01A 1115.21 n k IATE a G 0' 0c"'*. F( Q ROP' 40 278 frata.-0 N A k - 02/02/2018 Maximum Reactions (Ibs), or *= PLF Loc R /U /Rw / Rh /RL /W F* 98 124 / 59 1- / 6 / 72.0 Wind reactions based on MWFRS F Min Brg Width Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Isses require extreme care in fabricating, handling, shippin installing and bracing. Refer to and follow the latest edition of SCSI (Building mponent Safery Information, byTPIandSBCA) safety ractices pnor to performing these functions. Installers shall provide temporary icing per BGSI. Unless noted otherwlse,top chord shall have proper) attached structural sheathingg and bottom hord shall have a propperly ached rigqid ceiling Locations shown for ermanent lateral restraint f webs shall have bracingq installed per BC I sections B3, B7 or 810 applicat5le. Apply plates to each face, ofptruss and position as shown above and on the Join Details, unless noted otherwise. Refer to swings 160A-Z for standard plate positions, ine, a division of ITW Build n CGomponents Group In shall not be responsible for any deviation from this dr wlfr an failure to build the ss In conformance with ANStl101 1, or for handllrig, s iippinq, nstallati6n and bracing of.trussesA seal on t1h drawing or cover page , Ing this dyawing indicates acceptance of pra esslona en sneering respanslbihttyv solely for the dest n shown. The sus abrhty d use of this drawing for any structure is the responsibilit7of the Building Desigrfer perANSI/TPI 1 S c.2. more information see this iob's oeneral notes Daoe and these web sites ALPINE'. www.alomedw.com: TPI: www.tomstOro, SECA www.sbcindustrv.com: ICC: www.iccsaf MI (iW CObAnNY 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330142 Ply. 1 SEQN: 44172 / T 12 1 VAL Cust. R R8975 JRef 1 W8589750188 VARIOUS Qty: 1 FROM PFH DrwNo 033.18 1343 20362 Truss Label: MVa KM I DF 02/02/2018 Loading Criteria (psf) TC LL: 20,00 TCDL: 17,00 BCLL 0,00 BCDL: 10,00 Des Ld: 47.00 NCBCLLi 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std ASCE 7-10 Speed:150 mph Enclosure: Closed Risk Category: II EXP:C Mean Height: 15.00 ft TCDL 4 2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3,00 ft Loc, from endwall Any GCpi 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "If 313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Valley truss connection to truss below shall be designed and furnished by others . 3'8"8 4' 3'8"8 3"l 12 2X4n C 4' 3'8"8 3'8'.8 Snow Criteria (Pg. Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 6th.ed 201 TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE DF E QX6 3" a Defl/CSI Criteria PP Deflection in loc L/deft L/# VERT(LL): NA VERT(TL): NA HORZ(LL): 0.004 E HORZ(TL): 0.009 E Creep Factor: 2.0 Max TC CSI: 0.229 Max BC CSI: 0,187 Max Web CSI: 0,118 VIEW Ver: 17.02.01A.1115,21 NsOP1s f t A E 0 QR fff R sR• 0 278 tiRegryttrutttiN 02/02/2018 Maximum Reactions (lbs), or *=PLF Loc R /U /Rw /Rh /RL /W F* 97 /22 /68 /- /15 /480 Wind reactions based on MWFRS F Min Brg Width Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# 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 SCSI (Building mponent Safety Information, byy TPI and SBGA) handling safety ractices prior to performing these functions. Installers shall provide temporary Icing per BCSI. Unless noted dtherwise,top chord shall have properlyy attached structural sheathing and bottom chord shall have a properly ached riggid ceiling Locations shown for permanent lateral restraint bf webs shall have bracing insTalled per BCSI sections 63, ki7 or 810, appilcatFle. Apply plates to each face o truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to wings 160A-Z for standard plate positions. ine, a division of ITW Build nc omponents GrQup InG. shall not be responsible for any deviation from this drawin ap failure to build the ss in conformance with AMT11 1 1, or for ha dllri shi piny, installation and bracing of.trussesA seal on this dr wir or cover pa e ing this drawin indicates acceptance q> proessionar en ineering responslbiht rr solely for the desi n shown. The suitabilityduseofthisyawingforanystructureistheresponsibilitoftheBuildingDesigrSerperANSI/TPI 1 Sac.2. more information see this lob's aeneral notes oaae and these web sites: ALPINE: www.aIomeitw.com.TPI www.tPmstorq S8CA: www.sbcmdustry.com, ICC: www.iccsaf ALPINE u+mv'nurnHv 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330142 VARIOUS Truss Label: MV4A Loading Criteria (psf) TOLL: 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: 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 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. Additional Notes Valley truss connection to truss below shall be designed and furnished by others . Ply 1 Qty: 1 2'7" 1 4' 27 1 V4„15 12 4X4 5.9 B 12X4 SEQN: 44173 / T1 / VAL Cust R R8975 JRef: 1 W8589750188 FROM: PFH DrwNo: 033.18.1343.21207 KM / DF 02/02/2018 2X4 C f. v i DF 4' -41 271 2'7"1 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct NA CAT: Ni Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 6th.ed 201 TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE 1'4"15 4' Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.003 E 999 360 VERT(TL): 0.010 E 999 240 HORZ(LL): 0.001 E - - HORZ(TL): 0,002 E Creep Factor: 2.0 Max TC CSI: 0.086 Max BC CSI: 0.082 Max Web CSI: 0.060 VIEW Ver: 17.02.01A.1115.21 ATE F ''wwwwaw•" 0 278 t`" Nktt tttMalUMtu U't'' 02/02/2018 Maximum Reactions (lbs), or *=PLF Loc R /U /Rw /Rh /RL /W F* 97 /22 /61 /- /9 /48.0 Wind reactions based on MWFRS F Min Brg Width Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 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) 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 properlyattachdn9idceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinqmsialledperBCIsectionsB3, B7 or 910, as applicatsle. Apply plates to each face of truss and position as shown above and on the Joini-Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Btflid lnlComponentsGroup Inc. shall not be responsible for any deviation from this drawin any failure to build the truss to conformance with ANSI/I PI 1, or for handling, shipping, installation and bracing of,trussesA Seal on this drAwing or cover page , listing this drawingg indicates acceptance of pro essiona en ineerin responsibility solely for the design shown. The sui ability anduseofthisdrawingforanystructureistheresponsibilityofthe uilding Designer per ANSI/TPI 1 Sbc.2. ALPINE loN2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330142 Ply 1 SEQN 44174 / T64 / VAL Cust RR8975 JRef iW8589750188 VARIOUS Qty 2 FROM: PFH DrwNo 033 18 1343 21254 Truss Label: MV2 KM / DF 02/0212018 Loading Criteria (psf) TCLL 2000 TCDL 17. 00 BCLL 0.00 BCDL 1000 Des Ld 4700 NCBCLI- 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: 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 Any GCpi: 0 18 Wind Duration: 1.60 Lumber Value Set: 13B ( Effective 6/1/2013) Top chord 2x4 SP # 2 N Bat chord 2x4 SP # 2 N Lumber value set "1313" uses design values approved 1 /30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Valley truss connection to truss below shall be designed and furnished by others . 12 5.9 B 2' 2' 2' Snow Criteria ( Pg, P( 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/RT:20(0)/ 10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.007 B 999 360 VERT(TL): 0.025 B 999 240 HORZ(LL): 0.003 B - - HORZ(TL)_ 0.006 B Creep Factor: 2.0 Max TC CSI: 0, 078 Max BC CSI: 0. 147 Max Web CSI: 0. 000 VIEW Ver: 17.02. 01A.1115.21 aet aa l * ? t ATE r` 0 278 f',eo,, 0 N A k d` 02/02/2018 Maximum Reactions (ibs), or *= PLF Loc R /U /Rw / Rh /RL /W D* 97 /16 /61 /- / 12 /24.0 Wind reactions based on MWFRS D Min Big 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 and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) fbF safetyractices pnor to performing these functions. Installers shall provide temporary bracin er BCSI.. Unless noted otherwlse,top chord shall have pro ,erly attached structural sheath;" and bottom herd shall have a propperly attach ppriggid ceiling LocationsshownforDermanentlatralrestrpintofwebsshallhavebracinginsgailederBCIsectionsB3, B7 or 810, as appidable Apply platestoeachface, of truss and posdion as shown above and on the Joint Details, uPless noted otherwise. Refer to drawmgs 160A-Z for standard plate posipons. Alpine, a division of ITW Buuildin Components Group In shall not be respponsible for any deviation from this drawing anv failure to build the truss In conformance withINI11, or for handling shipping, mstallaUbn and bracin of trussesA seal on thl drawirs or over page, listing this drawingg indicates acceptance of proTessfonal n ineering res onsgibilitt v sole) for the des"gn show?".he suit8btlity and use of thisd'awmg foray structure is the responsibi it} of the Building DeslgrSer per ANSI/TPI 1 Sec.2. For more information see this lob's general notes oaoe and these web sites: ALPINE wwwalpineitw com, TPI: www.tpinst.org, SBCA: www. sbcmdustry.com, ICC. www. iccsaf ALPINE AN TW `0-'y 2400 Lake Orange Dr, Suite 150 Orlando FL, 32837 Job Number: N330142 Ply 1 SEQN: 44175 ! JT41 / HIP_ Cust RR8975 JRef IW8589750188 VARIOUS Qty: 3 FROM PFH DrwNo 033 18 1343 24535 Truss Label: HJ7 KD 1 OF 02/0212018 5'3" 7 9110, 11 q 5'37 4 6" 10 D t 1 12 4A 7 2X4 C D7 M N B a 2 A r, t FE 2X4( A1) 4X4 [ 9' 10"1 j 1'5" 12 » rb 9'10"1 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg. NA Ct NA CAT NAI PP Deflection in loc L/defl L/# Loc R ! U / Rw ! Rh / RL ! W TCDL: 17.00 Speed: 150 mph Pf: NA Ce: NA VERT(LL): 0.031 F 999 360 B 480 t 148 / - / - 10.6 BCLL 0.00 EnGosure: Closed Lu: NA Cs: NA VERT(TL): 0.119 F 999 240 D 303 1 153 1 - / - 1.5 BCDL: 10.00 Risk Category: 11 Snow Duration NA HORZ(LL): 0.008 C - E 437 / 55 to to / 1 5 Des Ld 47.00 EXP:CMean HORZ(TL): 0.019CWindreactionsbasedonMWFRSHeiht. 15.00 ff NCBCLL. 0.00 9 Code / Misc Criteria Creep Factor: 2.0 B Min Big Width Req = 1.5 TCDL: 4.2 psf Soffit: 0.00 BCDL5 0 sf Bldg Code: FBC 6th.ed 2017 Max TC CSI: 0.817 D Min Brg Width Req = - Req = p Load Duration: 1, 25MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Max BC CSI: 0.691 E Min Big Width Bearing B is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: No Max Web CSI: 0.362 Bearing B requires a seat plate. Loc. from endwall: NA FT/ RT:20(0)/10(0) GCpi 0 18 Wind Duration 1 60 Plate Types) { Members not listed have forces less than 375# WAVE f VIEW Ver. 17. 02 02A 1213 21 Maximum Top Chord Forces Per Ply (Ibs) r---- Lumber Chords Tens.Comp. Value Set: 13B (Effective 6/ 1/2013) B - C 331 -777 Top chord 2x4 SP #2 N Bot chord 2x4 SP #1 Maximum Bat Chord Forces Per Ply (Ibs) Webs 2x4 SP #3 Chords Tens.Comp. Lumber value set " 13B" uses design values B - F 727 -298 approved 1/30/2013 byALSCLoadingMaximumWebForcesPer Ply (Ibs) Hipjack supports 6-11-8 setback jacks with no webs. Webs Tens.Comp. Wind C - F 326 -795 Wind loads and reactions based on MWFRS. Additional Notes NtUy Provide (3) 0.131"x3. 0", min. toe -nails at top chord. S F @ Iiy Provide hanger or special connection at bottom chord. R F 64YQ M. • y • a o fy F•; QR\ CJ, fff ••• w4wR SljwftNA 0 278 t, 02/ 02/2018 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 ndlingg shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI SGA) fr r to these functions. Installers shall temporary and safety practices prior performingprovidebracinBCSL_ Unless noted chord shall have attached structural sheathing and bottom hord shall have a properly per otherwise,top attach dn44idceilingLocationsshownforpermanentlateralproperlyrestraintofwebsshallhavebracininstalledperBCisections $3, B7 or 910, as applicatFle. AppTy plates to each face. oftruss and position drawlrlgs 160A-Z for standard plate positions. as shown above and on the Joinf9Details, unless noted otherwise. Refer to ALPINE Alpine, a division of ITW Buiidlncqt ompanents Group Inp. shall not be responsible for any deviation from this drawing any failure to build the ,,1,;om" r truss in conformance with ANSI/ TI 1, or for handh s ippm , mstellati nand bracing of trussesA seal on this dr wi or over pa e , , 2400 Lake Orange Dr. he listing this drawing indicatesacceltanceofpro'essional and use of this drawingforanysructureisaresponsibilityenIneerin responsibility solely forthe desi n shov n. suifablhty Suite t5o of the uilding Desig erperANSIRPI1Sc.2. For more information sae this ob's eneral notes a e and these wab sites: ALPIN@: www.al inailw.com: TPI: www.t inst.or ; SBCA. www.sbcindustr com; ICC: www.iccsafe.or Orlando FL, 32837 Job Number: N330142 VARIOUS Truss Label: HJ7T Ply: 1 SEQN: 44176 / T38 / HIP_ Cust R R8975 JRef: 1 W8589750188 Qty: 2 FROM PFH DrwNo 033,18.1343.23707 KM / DF 02/02/2018 6'0"3 9' 10" 1 6'0" 3 3'9"14 E 12 D4.17 rn 3X12 C B _. tl T _ . 82 H G F 2X4t. ° A r..7 I J 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 " 2X4(A1) "" 1'512 3'5" 27 3 37" 14 3'5" 6'0"3 9'8"1 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: 0 to h/2 C&C Dist a: 3,00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N :B2 2x4 SP #1: Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 4X4 except as noted. Loading Hipjack supports 6-11-8 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Provide (3) 0.131"0.0", min toe -nails at top chord. Provide (3) 0.131"0.0", min toe -nails at bottom chord. Snow Criteria (Pg,Pf in PSF) Pg:NA CtNA CAT:N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2014 RES TPI Std: 2014 Rep Factors Used: No FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/deft L/# VERT(LL): 0.069 1 999 360 VERT(TL): 0.263 1 700 240 HORZ(LL): 0.019 G - - HORZ(TL): 0.046 G Creep Factor: 2.0 Max TC CSI: 0,585 Max BC CSI: 0.560 Max Web CSI: 0.177 9'10"1 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 480 / 148 / - / - / - / 10.6 E 248 /119 /- /- /- /1.5 F 492 /89 /- /- /- /1.5 Wind reactions based on MWFRS B Min Big Width Req = 1.5 E Min Big Width Req = - F Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# VIEW Ver 17.02.01A.1115.21 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - C 252 - 830 C - D 349 - 1225 f! •I t•CJ I r A` 1 y c 0 278 i rlu"'( Wk - 02/02/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens, Comp. B - J 737 - 223 1 - H 1134 - 317 C - 1 1097 -310 H-G 1112 -318 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - J 224 - 727 D - G 350 - 1222 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing. and bracing.Refer to and follow the latest edition of SCSI (BuildingComponentSafetyInformation, by TPI and SBCA) fo'tyrsafepractices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise,top chord shall have properlyy attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or 610, as applicat3le. Apply plates to each face. of 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 Build h1Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the trussinconformancewithANS11PI1, or for handling, shipping, installatidn and bracing of.trussesA seal on this drawing or cover paqe , listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the desi n shown. The suifabdlty and use of this drawing for any structure is the responsibility of the Building Desigrier per ANSI/TPI 1 Si5c.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI:_ www.tpinstorg, SBCA. www.sbcmdusiry.com, ICC: w Jccsaf ALPINE n MW COMPANY 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330142 VARIOUS Truss Label: HJ2A Ply: 1 $EON: 44177 / T19 / HIP_ Cost R R8975 JRef: 1 W8589750188 Oty: 1 FROM PFH D(wNo 033 18 1343 21597 KM / OF 0210212018 Loading Criteria (psf) TCLL: 20.00 TCDL: 17.00 SCLL: 0.00 BCDL: 10.00 Des Ld 47.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1,25 Spacing 24A" Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP:C Mean Height: 15.73 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 Webs 2x4 SP #3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Wind Wind loads and reactions based on MWFRS. Left end vertical exposed to wind pressure. Deflection meets L/240. Additional Notes WIND LOAD CASE MODIFIED! 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 5, T11" 1'8"2 — -- 3'11" Snow Criteria (Pg,Pf in PSF) Pg: NA CL NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 6th.ed 201 TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/deft L/# VERT(LL): -0.001 B 999 360 VERT(TL): 0.001 B 999 240 HORZ(LL): -0,001 B - - HORZ(TL): 0.001 B Creep Factor: 2.0 Max TC CSI: 0.525 Max BC CSI: 0 199 Max Web CSI: 0,192 VIEW Ver. 17.02 01A.1115.21 w Zi wwf ww wiww ww ffy 0 278 .Z4 0NA + 02/ 02/2018 Maximum Reactions (lbs) Loc R /U /Rw /Rh /RL /W E 222 /209 /- /- /- /13.0 D 78 /1 /5 /- /41 /1.5 C 57 /50 143 /- 141 /1,5 Wind reactions based on MWFRS E Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing E is a rigid surface Bearing E 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 Shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building nponent Safety Information, byY TPI and SBCA) for satpety practices prior to performing these functions Installers shall provide temporary n er BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a properly ch d ngqid cedin Locations shown for ermanent lateral restraint of webs shall have bracin installed per BC I sections B3, B7 or B10 ppllcat3te. App y plates to each face_ oftrussand position as shown above and on the Join Details, unless noted otherwise. Refer to' wings 160A- Z for standard plate positions. this rewin an failure to build the on this drawing or cover page , he dgsjqn shown. The suiTabtitty ALPINE a I Pi 1, or for r acceptance any structure TPI: w tomst.oro SSCA: w M1N tiW itiMF'ANY 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330142 VARIOUS Truss Label: HJ2 Ply: 1 SEQN: 44178 / T14 / HIP_ i Cust: R R8975 JRef: 1 W8589750188 Qty 1 FROM: PFH I DrwNo: 033.18.1343.21817 KM / DF 02/02/2018 Loading Criteria (psf) TCLL: 20.00 TCDL: 17.00 BCLL: 0.00 BCDL: 10.00 Des Lid, 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: 15,73 ft TCDL: 4.2 psf BCDL 5.0 psf MWFRS Parallel Dist: 0 to h/2 CSC 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 2400f-2.0E Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 0 plf at -1.68 to 76 plf at 0,00 TC_ From 2 plf at 0,00 to 2 plf at 3.91 BC: From 2 plf at 0.00 to 2 plf at 3.91 TC: 81 Ito Conc. Load at -1.68 TC: 165 lb Conc. Load at 1.15 BC: 33 lb Conc. Load at 1.15 Wind Wind loads and reactions based on MWFRS. Left end vertical exposed to wind pressure. Deflection meets L/240. Left cantilever is exposed to wind Additional Notes Negative reaction(s) of -278# MAX. from a non -wind load case requires uplift connection. See Maximum Reactions. WIND LOAD CASE MODIFIED! Provide (3) 0.131"x3.0", min. toe -nails at top chord. Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. 3.9" S 2'1"7 Snow Criteria (Pg.Pf in PSF) Pg: NA Ct: NA CAT: W Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 6th.ed 201 TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE k' 4X4 CD 7" I 1 7"9 ST Defl/CSI Criteria PP Deflection in loc L/defl U# VERT(LL): 0.005 H 999 360 VERT(TL): 0.017 H 999 240 HORZ(LL): -0.007 C - - HORZ(TL): 0.016 C Creep Factor: 2.0 Max TC CSI: 0.228 Max BC CSI: 0.056 Max Web CSI: 0.198 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W G 733 /206 /- /- /82 /5.7 E 15 /97 /22 /- /- /1.5 D -278 / 278 / 69 / - / - / 1.5 Wind reactions based on MWFRS G Min Brg Width Req = 1.5 E Min Brg Width Req = - D Min Brg Width Req = - Bearing G is a rigid surface. Members not listed have forces less than 375# Maximum Web Forces Per Ply (Ibs) VIEW Ver 17.02 61N.1115 21 Webs Tens.Comp. OF- r(,1 VAT OF ,' , 0 278/ir..rMak _W.V# 02/02/2018 C7 G - C 104 - 489 WARNING`" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing. and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracingper BCSI. Unless noted o herwlse,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachd ri id ceilin Locations shown forpermanent lateral restraint of webs shall hav bracingq insjalled p r BCI sections B3, 67 or 810, asapplicafle. App y plates to each face. or 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 Buildnl1Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build the truss In conformance with AN IrfPI 1, or for handling, shipping, installation and bracing of,trussesA seal on this drawing or cover page , listing this rawingg indicates acceptance of ro) essfonaf engineeringg responsibility solely for the design shoWn. The sus btitty and use o this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 S c.2. For more information see thisiob's general notes page and these web sites. ALPINE. www,alpinettw.com; TPI. www. tpinst.org; SBCA: www.sbchdus. www.iccsaf A IPL NEA rtWCOMPANY 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330142 VARIOUS Truss Label: EJ7T Ply: i SEQN: 44179 / T15 / EJAC 1 Cust RR8975 JRef: 1 W8589750188 Qty: 8 FROM: PFH DrwNo: 033.18.1343.23612 KM / DF 02/02/2018 J 12 I j 5.9 N M Ci zo A r l FG I- 1' 2'4"5 47'8 2 4"8 7 Loading Criteria (psf) 1 Wind Criteria TCLL 20.00 Wind Std: ASCE 7-10 TCDL: 17.00 Speed: 150 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II Des Ld: 47.00DesLdi47. 00 EXP: C Mean Height: 15.00 ft TCDL: 4.2 psf Soffit: 0.. 0 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Sot Chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set 13B" 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 Provide (3) 0.131"x3.0", min. toe -nails at top chord. Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. Snow Criteria (Pg,Pf in PSF) Pg:NA Ct:NA CAT: W Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration NA Code / Misc Criteria Bldg Code: FBC 2014 RES TPI Sid: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.102 F 806 360 VERT(TL): 0.384 F 338 240 HORZ(LL): 0.045 F - - HORZ(TL): 0,108 F Creep Factor: 2.0 Max TC CSI: 0.684 Max BC CSI: 0.399 Max Web CSI: 0.258 VIEW Ver: 17.02.01A.1115.21 ATE V' P- rf. 0 278' y'' r'`fir J'M 02/02/2018 Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 435 / 95 / 349 / - / 149 / 8.0 E 133 /16 /104 /- !- /1.5 D 234 / 109 / 153 / - / - / 1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 E Min Brg Width Req = - D Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properIxy attached structural sheathingq and bottom hord shall have a propperly attached ri id ceilin Locations shown for ermanent lateral restraint of webs shall have bracinq InsTalled per BCI sections 63, 67 or 810, as applicame. App y plates to each face, of 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 Build n1 omponents Group Inc. shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with AN0 1 1, or for handling, shipping, installation and bracing of,trussesA seal on thin drawing or cover page , . listing this drawing indicates acceptance of pro) essfonaf engineering responsibility solely for the des) n shown. The suitability and use of this drawing for any structure is the responsibility of the Building Desigrier per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org, SBCA. www.sbcindustry.com, ICC: w iccsaf M rrW COMPANY 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330142 VARIOUS Truss Label: EJ2 Ply i SEON 44180 / T22 / EJAG Cust. R R8975 JRef: i W8589750188 Oty: 3 FROM PFN DrwNo: 033.1&134121457 KM ! DF 02/ 02/2018 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 " Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category 11 EXP:C Mean Height: 15 74 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3,00 If Loc, from endwall: Any GCpi: 0,18 Wind Duration: 1, 60 Lumber Value Set: 13B ( Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP # 3 Lumber value set " 138" uses design values approved 1 /30/ 2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets L/ 240. Additional Notes Provide ( 2) 0. 131"x3.0", min. toe -nails at top chord. Provide (2) 0. 131"0.0", min. toe -nails at bottom chord. 12 C 2' 9"12 2'9"12 Snow Criteria (Pg, Pf in PSF) Pg:NA Ct: NA CAT Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 6th.ed 201 TPI SIA 2014 Rep Factors Used: Yes FT/RT:20( 0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0. 001 B 999 360 VERT(TL): 0. 002 B 999 240 HORZ(LL) -0 001 B - - HORZ(TL): 0. 001 B Creep Factor: 2. 0 Max TC CSI: 0.292 Max BC CSI: 0.101 Max Web CSI: 0,382 VIEW Ver 17. 02.01A.1115.21 7[ATE i ^ S a f tt 0 278 ` i i..lQNAL 02/02/2018 Maximum Reactions (Ibs) Loc R /U / Rw /Rh /RL /W E 250 /128 / 261 !- /- /5.7 D 56 /- /41 / 46 /1-5 C 90 / 27 160 / - / 117 / 1 5 Wind reactions based on MWFRS E Min Bug Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing E is a rigid surface. Bearing E requires a seat plate. Members not listed have forces less than 375# Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. B - E 482 - 222 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 f S rely Information, by TPI and SBCA) f 3r safety practices prior to performing these functions. Installers shall provide temporary B SI.. Unless noted otherwise,top chord shall have properigy attached structural sheathingg and bottom hord shall hav a propperly Id ceilln Locations shown for permanent lateral restraint Of webs shall havebr cing ins jilied per BC gSI s ctions $3, 7 or E310, II e. Applgy plates to each face ortrussand position as shown above and on he , oint Details, unless note otherwise. Defer to 60A-Z for standard plate positions. a division of ITW Build ln omponents Group Incshall not b cgnfarmance with ANrl/ 11, or for handlin shipping, Inst, this drawing indicates acceptanceofpro'essional en i e o this ddrawing for any structure is the responsibility) intormation see this iob' s oeneral notes oaae and these web sites. ALPINE: this drawing an failure to build the on this drawing or over page he design shown. he suitability K 3r= TPI: AN ( IW CQMYANY 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330142 VARIOUS Truss, Label: CJ5T 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 " l i O Q N 1 W t_ 41Y2 / 1 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. Any GCpi 0 18 Wind Duration: 1,60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "l3B" 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 Provide (2) 0.131"x3.0", min. toe -nails at top chord. Provide (2) 0.131"0.0", min. toe -nails at bottom chord. 12X4(A1) Ply i SFON 44181 / T29 / JACK Cust R R8975 JRef: 1 W8589750188 Oty 4 FROM: PFH DrwNo 033.18.1343 23487 KM t DF 02/02/2018 2'8" 5' 2'8" 2.4" 2'4"8 2'7" 8 2 4"8 5 ... D 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): 0.034 F 999 360 B 340 / 78 / 279 / - / 112 / 8.0 Lu: NA Cs: NA VERT(TL): 0.127 F 724 240 E 93 / 12 / 72 / - / - / 1.5 Snow Duration NA HORZ(LL): 0.018 F - D 161 / 75 / 105 / - / - / 1.5 HORZ(TL): 0.042 F Wind reactions based on MWFRS Code / Misc Criteria Creep Factor: 2.0 B Min Big Width Req = 1.5 Bldg Code FBC 2014 RES Max TC CSI: 0.529 E Min Brg Width Req = - TPI Std 2014 Max BC CSI: 0,278 D Min Brg Width Req = - Bearing B is a rigid surface. Rep Factors Used: Yes Max Web CSI: 0.155 Bearing B requires a seat plate. FTIRT:20(0)/10(0) Plate Type(s): Members not listed have forces less than 375# WAVE VIEW Vec 17.02.01A.1115,21 i r3 Y • ww R`a V 14' 1 YY l r* a 4 ATE ; 4 e •awwwwa•w• ye4* 4, ff0 278 ttf k"u yxrMiutuu# 02/02/2018 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses regre extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) f ft saty practices prior to performing these functions Installers shall prowde temporary bracinperBCSI. Unless noted otherwlse,top chord shall have proper)Y attached structural sheathing and bottom hord shall have a property attach d rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BC I sQctlans 63, 67 of Bl rtoasppleae. Apply plates to each face of truss and position as shown above and on the Jan Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Build'nQQCComponents Group In . shall not be responsible for any deviation from this drawing an failure to build the trussingonformancewithANStI/TR1 1, or for handling, s tippin, Installatidn and bracing of.trussesA seal on this drawi n or cover page , listingthisdrawinggindicatesacceptancetanceofgrofessionaInineerinresponsibilitysolelyforthedesinshon. The sbn brhty anduseofthisdrawingforanystructureisfheresponsibiligoftheBuildingDesigrierperANSUTPI1Sc.2. For more information see this lob's oeneral notes bade and these web sites: ALPINE: www.albinerw. com. TPI. www.tpinst org: SBCA: www. sbondustry.com, ICC: www. iccsaf ALPINE AN i^X LOMPAMr 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330142 VARIOUS Truss Label: CJ3T Ply 1 SFON 441821 T39 / JACK Cust: RR8975 JRef1 W8589750188 Oty 4 FROM PFH DrwNo 033 18 1343 23598 KM / DF 02/02/2018 1_ O? s— t_ 0p f' 2 Loading Criteria (psr) Wind Criteria f TCLL 20.00 Wind Std: 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 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 0,00 BCDL: 5.0 psf Load Duration: 1,25 i 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 Bat chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "'I 3B" 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 Provide ( 2) 0.131"0.0", min. toe -nails at top chord. Provide ( 2) 0.131"x3.0", min. toe -nails at bottom chord. CO CD d 00 i N 2' 4"8 7" 8 2' 4"8 3' Snow Criteria (Pg..Pf in PSFI 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 j VERT(LL): 0.005 F 999 360 g 250 / 62 / 214 / - ! 74 18.0 Lu: NA Cs: NA VERT(TL): 0.017 F 999 240 E 55 / 7 / 43 (- / - 11.5 Snow Duration: NA HORZ(LL): 0.003 F - D 84 / 40 / 52 / - / - / 1,5 HORZ( TL): 0 006 F Wind reactions based on MWFRS Code I Misc Criteria Creep Factor 2 0 B Min Brg Width Req = 1,5 Bldg Code: FBC 2014 RES Max TC CSI 0 177 E Min Brg Width Req = - TPI Std: 2014 Max BC CSI: 0 072 D Min Brg Width Req = - Bearing B is a rigid surface. Rep Factors Used: Yes Max Web CSI: 0.049 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 f4 4 I TE 0 278 ttaNtu 02/ 02/2018 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS sses require extreme care in fabricating, handlin shippin instaliing.and bracing Refer to and follow the latest edition of SCSI (Building nponent Safety Information, by TPI and SBCA) toy safety ractices prior to performing these functions Installers shall provide temporary IngperSCSI.. Unless noted othefwise,top chord shall have properiy attached structural sheathin and bottom hord shall hav a progerly che. rigqld ceiling Locations shown for ermanent lateral restraint of webs shall have bracing Ins alled per BC I sections B3, 7 or 810. appltdrabie. Apply plates to each face 0 truss and position as shown above and on the Join Details, unless noted otherwise. Refer to wings 160A-Z for standard plate positions. of from this dr win an failure to build the tsealonthedrwinorcoverpaeNSthedeSc2hovIn. The suiti9ability ALPINE any TPI n ' x PANY 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330142 VARIOUS Truss Label: CJiA 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 " Lumber Wind Criteria Wind St& ASCE 7-10 Speed: 150 mph Enclosure Closed Risk Category: fl EXP:C Mean Height: 15.25 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: Any GCpi 0,18 Wind Duration 1 60 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design Additional Notes Provide (2) 0-131"x3-0 min. toe -nails at top chord. Provide (2) 0 131"x3.0", min, toe -nails at bottom chord Ply 1 SEQN:441831 T9 t JACK CustRR8975JRef IW8589750188 Oly 2 FROM PFH DiwNo: 033.18.134321347 KM ! DF 02/02/ 2018 12 59 C 22X4 If, S t A N of zo E D 2X4 9" 12 1,'. 8 ' q2 C ..._ 11 3' 2" 9"12. 2"I" i Snow Criteria (Pg.Pf in PSF) Fig NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code if Misc Criteria Bldg Cade: FBC 6th. ed 201 TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/ 10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.003 E 999 360 VERT(TL): 0.009 E 999 240 HORZ(LL). 0.001 B - HORZ(TL): 0.003 B Creep Factor: 2.0 Max TC CSI: 0. 125 Max BC CSI: 0. 007 Max Web CSI: 0. 006 VIEW Ver: 1702.01A. 1115,21 J * * R ATE c ao2 8f R`sNNA., ra0 02/02/2018 Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W A 81 /24 /55 /- / 42 /1.5 D 16 /- 112 /• (- /1. 5 C 83 /43 160 !• 7- /1.5 Wind reactions based on MWFRS Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing, and bracing.Refer to and follow the latest edition of BCSI (Building Component Safety Information, byTPIan SBCA) far safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted ottherwlse,top chord shall have properly attached structural sheathing and bottom hord shall have a properly attached riggid ceiling locations shown far permanent lateral restraint of webs shall have bracingg Ins ailed per BC I sections I33, 67 or 10, as applicable. Apply plates to each face, otptruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildlnlg omponpnts Group In, shall not be responsible for any deviation from this drawin any failure to build the truss in conformance withANVr$Fl 1, or or handling, s ipping, Installation and bracing of,trussesA seal on this dr wi g or cover page, listing this drawing, indicates acceptance of protessiionaff engineering responsibility solely for the desi n ho n. The suitability and use of thisrawingforanystructureisKeresponsibilityoftheBuildingDesignerperANSI/TPI 1 S c.2. For more information see this Lob's general notesAage and these web sites: ALPINE: www.alpinaitw.com: TPI: www.tpinst. org SBCA: www.sbcindustry.com: ICC: www. iccsaf ALPINE NE uur:e, aPu+r 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330142 VARIOUS Truss Label: CJ16 Ply: 1 SFQN 441841 T26 t JACK Cust: R R8975 JRef 1 WB589750188 Qty 1 FROM: PFH DnwNo 033.18,1343.21972 KM / DF 02/02/2018 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 " Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category. 11 EXP: C Mean Height: 15.25 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: Any GCpi: 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 "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets L/240. 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. 9"13 1,Z,4 9"13 Snow Criteria (PgPf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration NA Code / Misc Criteria Bldg Code: FBC 6th.ed 201 TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.001 B 999 360 VERT(TL): 0,002 B 999 240 HORZ(LL): 0,001 B - HORZ(TL): 0.001 B Creep Factor: 2.0 Max TC CSI 0,251 Max BC CSI: 0.011 Max Web CSI: 0,381 VIEW Ver: 17.02.01A.1115.21 RRRRM we R i 5,ATE 02784r f'r./ONAL .." 02/02/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W E 200 / 109 1237 / - /- / 9.8 D 16 /- 112 f• /46 11.5 C -36 / 91 / 52 / - l 77 / 1.5 Wind reactions based on MWFRS E Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing E is a rigid surface. Bearing E requires a seat plate. Members not listed have forces less than 375# Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. B - E 460 - 225 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlingg shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building ISS2fety Information, byv TPI and SBCA) fbi sa ety practices prior to performing these functions. Installers shall provide temporary BGSL, Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a properly lid ceiling Locations shown for permanent lateral restraint f webs shall have bracing ins ailed p r CI sections B3, B7 or B10, ile. Appply plates to each face, of truss and position as shown above and on the Joint Details, un ess noted otherwise. Refer to 60A•Z fbr standard plate positions omponentsGrj je Inc. shall not be responsible for any deviation from this drawin an failure to build the 1,orforhanshippinfq, installation and bracing of trussesA cal on this drvriXg or coverpageceptnce ofsswnaenineerinyyresponsibilittyvsolely #sor the desi n shown. The suitability y structure is esponsibility of the Guiding Desigrfer per ANSI(1 PI 1 S c.2. rat notes Daoe and these web sites. ALPINE: www.aloineitw.com. TPI www.tpinst.oro, SBCA. www.sbcindustry.coin, ICC www.iccsal PN tiW i OMPANY 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: N330142 m Ply 1 SEON 441851 YT10 / JACK CnSt R R8975 JRef 1 W8589750188 VARIOUS Oty: 1 FROM: F'FH DrwNa: 033 18 1343 22206 Truss Label: CAC KM t DF 02/02/2018 1' 2" 44 9"t2 2"4 12 5.9 C 2 X4`) e_ f. A - m M F 'E D 3X6 9.,12.. Loading Criteria (psn Wind Criteria Snow Criteria (Pg Pt in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL 20.00 Wind Std: ASCE 7-10 Pg NA Cti NA CAT NA, PP Deflection in loc L/defl L/# Loc R / U Rw / Rh ! RL ! W TCDL 17,00 Speed: 150 mph Pf: NA Ce NA VERT(LL): 0.001 B 999 360 F 204 / 109 / 238 / - ! - / 1.5 BCLL 0,00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.002 B 999 240 D 15 ! - 11 t - / 46 / 1 5 BCDL: 10.00 Risk Category: II I Snow Duration: NA HORZ(LL): 0.000 B C -36 / 91 153 / - / 77 1 1.5 Des Ld 47 00 EXP. C — HORZ(TL): 0.001 B Wind reactions based on MWFRS Mean Height: 15.25 ft F Min Br Width Re 1.6 NCBCLL: 10.00 Code / Misc Criteria Creep Factor: 2.0 9 q = TCDL: 4.2 psf D Min Brg Width Req = - Soffit: 0.00 BCRL 5.0 sf Bldg Code: FBC 6th.ed 201 X Max TC CSI: 0,251 P C Min Brg Width Req = Load Duration: 1,25 MWFRS Parallel Dist: 0 to h/2 1 TPI Std: 2014 Max BC CSI: 0.011 gearing F is a rigid surface. Spacing: 24.0 " C&C Dist a: 3,00 it Rep Factors Used: Yes Max Web CSC 0.381 Loc. from endwalL Any i FTlRT:20(0)!10(0) Members not listed have farces less than 375# GCpi: 0.18 1 Plate Type(s): _. _.___ Maximum Web Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver 17.02 WX1115 21 Webs Tens.Comp. Lumber B - E 451 -220 Value Set: 13B (Effective 6/112013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set 136" uses design values approved 1 /30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&G member design. Left end vertical exposed to wind pressure. Deflection meets L/240. Additional Notes ftltilagr Provide (2) 0.131"x3.0", min. toe -nails at top chord.* tp f Provide (2) 0.131"0.0", min, toe -nails at bottom chord. S• 0. 646 cs ATE a IfRii f•RII11 R '\• , 0 278 NAu t o, 02/02/2018 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, handlingshippin installing. and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) f safety practices prior to performing these functions. Installers shall provide temporary bracin per SCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom Nord shall have a proRerlyattachedriggidceilinLocationsshownforpermanentlateralrestraintOfwebsshallhavebracinmsialledperBCIsectionsB3, B7 or 910, as applic2e. Apply plates to each face. of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINEdrawings16OA-Z for standard plate positions. Alpine, a division of ITW Build n CComponents Gr u Inc. shall not be responsible for any deviation from this dr win an failure to build the truss in conformance with ANSt101 1, or for han iirlPq shipping, installation and bracing of trussesA seal on th a dr wing or cover page - - 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro ess ona engineering responsibilit solely for the design shown. The suite Suite 150anduseofthisdrawingforanystructureistheresponsibilityoftheBuildingDesigr{er per ANSI/TPI 1 Sbc.2. For more information see this job's general notes page and these web sites. ALPINE: www.al ineitw.com. TPI. www.t ins. or ;SBCA: wwwsbcindustr .coin; ICC. www.icesafe.or Orlando FL, 32837 Jab Number: N330142 VARIOUS Truss Label: E,17 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 " Ply 1 SEQN 44186 ! T69 1 EJAC Cust R R8975 JRef 1 W8589750188 Qty 22 FROM PFH DrwNo 033 18 1343 20503 KM / DF 02/02/2018 C zr 12 5.9 M M i B A D t.. 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 SIR #1 Bot chord 2x4 SP #2 N Lumber value set "'I 3B" uses design values approved 1 /30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (3) 0.131"x3 0", min. toe -nails at top chord. Provide (2) 0.131"x3.0", min toe -nails at bottom chord. 7' 7' Snow Criteria (P9Pf in PSF) Defl/CSI Criteria I Maximum Reactions (lbs) Fig : NA Ct NA CAT: NAi PP Deflection in loc L/defl L/# I Loc R / U / Rw / Rh / RL / W Pf NA Ce: NA VERT(LL): NA B 435 / 95 / 349 / - 1149 / 8.0 Lu: NA Cs: NA VERT(TL): NA D 133 111 / 103 ! - f - / 1.5 Snow Duration NA HORZ(LL): 0.015 D C 240 / 114 / 155 / - (- / 1,5 HORZ(TL): 0.036 D Wind reactions based on MWFRS Code ! Misc Criteria Creep Factor 2.0 B Min Big Width Req = 1.5 Bldg Code: FBC 6th.ed 201 Max TC CSI: 0,753 D Min Brg Width Req = - TPI Std: 2014 j Max BC CSI: 0.601 C Min Brg Width Req = - Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B is a rigid surface. FT/RT:20(0)/10(0) Bearing B requires a seat plate. Plate Type(s): Members not listed have forces less than 375# WAVE VIEW Ver 17.02.01A.1115.21 S 4Q14- WT a i • 0 278" ;**f 1t%l- `. 02102/2018 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatin handiin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an SBCA) for safety practices pnor 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 attach 3d npld cellin9 locations shown for Aermanent lateral restraint Of webs shall have bracngg installed per BGI sechops 63, 67 or 810, as applicable. Apply plates to each face. of truss and posdlon as shown above and on the JomcDetads, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildlnlCompon nts Group incshall not be responsible for any deviation from this drawino any failure to build the truss m conformance withANSI1/TTPPI 1, or or handling shipping, Installation and bracing of,trussesA seal on this dr, wifiI or cover page listing this drawingg indicates acceptance of ppro essiona en ineerin responsfbilltv solely for the design shov, The suitability and use of this drawing for any structure is fhe responsibilit of the Building Desigr5er per ANSI TPI 1 Sec.2. For mare information see this job's general notes page and these web sites. ALPINE: w alpineim com. TPI: www.tpinstorr, SBCA. www. sbcindustry.wm: ICC. w iccsat ALPINE m CO"'h 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330142 VARIOUS Truss Label: CJ5 Ply: 1 SEQN: 44187 / T58 / ,JACK Cust R R8975 JRef 1 W8589750188 City 9 FROM PFH DrwNo 033 18 1343 19706 KM / DF 02/02/2018 Loading Criteria (psf) TC L L: 20,00 TCDL 17.00 BCLL: 0.00 BCDL 10,00 Des Ld: 47,00 NCBCLL: 10.00 Soffit: 0,00 Load Duration: 1.25 Spacing: 24.0 " 2 Wind Criteria Wind Sid: ASCE 7-10 Speed: 150 mph Enclosure Closed Risk Category: II EXP.0 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 GCpr 0,18 Wind Duration: 1.60 Lumber Value Set: 138 (Effective 6/l/2013) Top chord 2x4 SIP #2 N Bot chord 2x4 SP #2 N Lumber value set "I 3B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0.131"x3.0", min. toe -nails at top chord Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. 5' 5' Snow Criteria (P9Pf in PSF) Defl/CSI Criteria Fig, NA Ct NA CAT NA, PP Deflection in loc L/defl L/# Pf NA Ce NA VERT(LL): NA Lu NA Cs NA VERT(TL) NA Snow Duration NA HORZ(LL) 0 006 D HORZ(TL) 0 013 D Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 6th ed 2017 Max TC CSI: 0,587 TPI Std: 2014 Max BC CSI: 0.355 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT20(0)/10(0) Plate Type(s) WAVE i VIEW Ver: 17.02.01A.1115.21 4 ATE ,*c W A VV 40 278 Aly f Ak Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 340 /78 /279 1- /112 /8.0 D 95 /9 /72 !- /- /1.5 C 164 /78 /105 !- /- /1 5 Wind reactions based on MWFRS B Min Big Width Req = 1.5 D Min Brg Width Req = - C Min Erg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# 02/02/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingtSafetyInformation, byY TPI and SBCA) fbr safPety practices prior to performing these functions. Installers shall provide temporary BCSI, Unless noted olherwise,top chord shall have proper) attached structural sheathingg and bottom hord shall have a pro erly id cedin Locations shown for ermanent literal restraint f webs shall have braacln ins afted p r BC I sections B3, B7 or 10. App y plates to each face ofRtruss and position as shown above and on the Joinf Details, un ess noted otherwise, Refer to 60A-Z for standard plate positions. a division of ITW Buildin onpon ents Group Inc. shall not be responsible for any deviation from this drawing anv failure to build the conformance with ANsi1 1, orforhandiin shipping, instailatldn and bracing of trussesA eal on this dr wirig or cover pagethisdraingindicatescptanceofroesstonaengineeringresponsibilittyvsolelyortthedesignshown. The sui ability to ofthis drawingfory structure is tphe responsibility of the Building Qesigrfer per ANSIRPI 1 S c.2. ALPINE sites: ALPINE. www.aloineitw.com. TPI: www.toinsl.ora, SBCA. AN IiW :OMRANY 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330142 Ply 1 SEQN 441881 T42 / JACK Gust R R8975 JRef 1 VV8589750188 VARIOUS Qty 1 FROM PFH DrwNo 033 18 1343,21534 Truss Label C3513 KM ! OF 02/02/2018 B 12' 5.9 0 N A ,- 1_ 6"2 C 4X4(B1) 4'5„ 4,&,. Loading Criteria (psr) Wind Criteria Snow Criteria (Pg,Pf in PSF) i DeflICS1 Criteria I 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 ! Rw / Rh / RL / W TCDL 1700 Speed. 150 mph Pf: NA Ce: NA I VERT(LL). NA A 234 ! 39 1173 ! - / 86 / 4.0 BCLL 000 Enclosure: Closed Lu: NA Cs: NA VERT(TL) NA C 91 / 6 / 71 ! - / • / 1,5 BCDL 10.00 Risk Category II Snow Duration: NA HORZ(LL) 0 004 C B 166 / 81 / 106 ! - ! - / 1.5 Des Ld 4700 EXP: C HORZ(TL). 0 010 C Wind reactions based on MWFRS NCBCLL 1000 Mean Height. 15.00 ft Code / Misc Criteria Creep Factor 2.0 A Min Brg Width Req = 1.5 TCDL 4.2 psf C Min Br Width Re Soffit 0,00 BCDL 5.0 sf Bldg Code: FBC 6th.ed 2011 Max TC CSI: 0.612 g q p TPI Std: 2014 Max BC CSI 0 297 B Min Brg Width Req = Load Duration 1,25 MWFRS Parallel Dist. 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 Bearing A is a rigid surface. i Bearing A requires a seat plate. Loc. from endwall: Any FT/RT:20(0)/l0(0) GCpi: 0.18 Plate Type(s): _...._ { Members not listed have forces less than 375# Wind Duration 1.60 1 WAVE VIEW Ver 17 02 01A 1115.21 Lumber Value Set. 13B (Effective 6/l/2013) Top chord 2x4 SP #2 N Bot Chord 2x4 SP #2 N Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0.131"x3.0", min. toe -nails at top chord. Provide (2) 0.131"0.0", min. toe -nails at bottom chord. w o. 648 Q t E f •.ef M{w.. p 0 278``c/O(Ut,- atrxlu uat` 02/ 02/2018 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 shi in stalling and bracing.. Refer to and follow the latest edition of SCSI (Building Component S fety Information, by TPI and SBCA) &safety ractices prior to performing these functions Installers shall provide temporary bracing per BSI. Unless noted otherwise,top chord shall have properlyy attached structural sheathing and bottom chord shall have a properly attached ri Id ceilin Locations shown for ermanent lateral restraint 6f webs shall have bracin ins alled per BCS1 sections B3, B7 or 10 as applicalme App y plates to each face_ ofptruss and position as shown above and on the Join Details, unless noted otherwise. Refer to A LPI N E drawings16OA-Z for standard plate positions. Alpine, a division of ITW Build lnl omponrnts Group Inc. shall not be responsible for any deviation from this drawing any failure to build the ;t,MFl trussinc9nformancewithANVI/ 0I 1, or ftor handling shipping, installation and bracing of,trussesA eal on this dr8iwing or cover page 2400 Lake Orange Dr. listingthisdrawinindicatesacceptancefprolessronafenineeringreponsibilisolelyforthedesinshown. The suiFability Suite 150 anduseofthisgnawingforanystructureistheresponsibilityofthe6uildngDesigrSerperANSI/TPf 1 S%c.2. For more information see this job's general notes a is and these web sites: ALPINE. www.al ineitw.com; TPI: www.t insLor : S6CA www.strcindust com; ICC. www.iccsafe.or Orlando FL, 32837 slob WN330742 VARIOUS Truss Label: CJ3 Ply: 1 SEQN 44189 / T33 t JACK Cust R R8975 JRef: 1 W8589750188 Qty: 9 FROM: PFH DrwNo 033 18 134121487 KM / DF 02/02/2018 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 " 4"2 2X4(A1) C 3' 3' Wind Criteria Snow Criteria (Pg Pf in PSF) Defl/CSI Criteria Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA; PP Deflection in loc L/defl L/# Speed: 150 mph Pf: NA Ce: NA VERT(LL): NA Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA Risk Category: 11 Snow Duration: NA HORZ(LL): 0.001 D EXP: C HORZ(TL): 0.002 D Mean Height: 15.00 fl Code / Misc Criteria Creep Factor: 2.0 BCDL: 4.2 psf Bldg Code: FBC 61h.ed 2011 Max TC CSI: 0.186 BCDL 5.0 psf MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.096 C&C Dist a: 3.00 If Factors Used: Yes Max Web CSI: 0.000 Loc. from endwall: Any FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW 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"I 3B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0.131"x3.0", min. toe -nails at top chord. Provide (2) 0.131"x3 0", min. toe -nails at bottom chord ATE •'' 40278 r h ONA V.mt ; e 02/02/2018 Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 250 /62 /214 1- /74 /&0 D 54 /4 /42 !- !- / 1.5 C 89 143 / 54 / - / - / t5 Wind reactions based on MWFRS B Min Big Width Req = 1.5 D Min Brg Width Req = - C Min Big Width Req = - Bearing B is a rigid surface Bearing B requires a seat plate. Members not listed have forces less than 375# WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require extreme care in fabricating, handlingg shipping, installing,and bracing. Refer to and follow the latest edition of SCSI (Building nent Safety Information, byY TPI and SBCA) fbr safety practices prior to performing these functions Installers shall provide temporary per SCSI. Unless noted otherwise,top chord shall have properlyy attached structural sheathing and bottom 4hord shall have a propperly d rigid ceiling Locations shown for ermanent lateral restraint bf webs shall have bracing installed per BC S I sections B3, B7 or B10 icat3le AppTy plates to each face ofptruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to Is 16OA-Z for standard plate positions. a division of ITW B ildl'nlComponents Group Inc shall not be responsible for any deviation from this drewif 9 anY failure to build the conformance with AN51/1 PI t, or for handling, shippenq, installation and bracin of trussesA eal on thisdrawing or cover page this drawin indicates acceptance of protessionar en ineering responsibility solely for the des n shown. The suitability ie of this rawing for any structure is the responsibility of the Building Deslg i . ANSt/TPI 1 S c. . 9 m 1r= COW- 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 glob Number: N330142 VARIOUS Truss Label: CJ1 Ply: 1 SEON 44190 / T72 / JACK Cust R R8975 JRef 1 W8589750188 Oty 10 FROM PFH DrwNo 033181343.19800 KM / OF 02/02/2018 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 f;: Wind Criteria Wind Sid: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP:C Mean Height: 15,00 ft TCDL 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0,18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "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 5.9 2X4(A1) C 0 CO Snow Criteria (Pg.ar in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Pf: NA Ce. NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): -0 000 D HORZ(TL) 0,000 D Code / Misc Criteria Creep Factoc 2.0 Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.170 TPI Std: 2014 Max BC CSI: 0 022 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Plate Type(s): WAVE VIEW Ver: 17 02 01A 1115.21 o tKi R R y ATE oirR: 0 278 Q-10 t Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 194 /65 /186 /- /37 /8.0 D 9 /10 /15 /- /- /1.5 C -15 /29 /21 /- !- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# 02/02/2018 WARNING"` READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS wire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingtSafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions Installers shall provide temporary. BCSI _ Unless noted olherwise,top chord shall have properlyy attached structural sheathingg and bottom hord shall have a propperly Id cetlin9g. Locations shown for ermanent lateral restraint Of webs shall have braacmqq installed per BGS I sections 63, B7 or 610, le. ADA plates to each face ofptruss and Dosition as shown above and on the Joint"Details, unless noted otherwise. Refer to from this drawin an failure to build the seal on this dr wii g or cover page , for the design shown. The suieabrhty ALPINENE any m my roaar- 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 s 4ob Number: N330142 VARIOUS Truss Label: CJ313 Ply 1 SEQN 44191 / T74 / JACK Cust R R8975 JRef: 1 W8589750188 Qty: 1 FROM. PFH DrwNo 033 18 1343,21691 KM ! DF 02/02/2018 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 " f 6"2 A 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: Any GCpc 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 "138" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0.131"x3-0", min, toe -nails at top chord. Provide (2) 0.131"0.0", min. toe -nails at bottom chord. 12 B o 4X4(B1) 2,$„ 2,$„ Snow Criteria P Pf in PSF Defi/CSI Criteria Fig: NA Ct: NA CAT: NAI PP Deflection in loc L/defl L/# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): -0.001 C a, HORZ(TL): 0.002 C Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 6th.ed 2017 Max TC CSI: 0 204 TPI Std: 2014 Max BC CSI: 0,083 Rep Factors Used: Yes j Max Web CSI: 0,000 FT/RT:20(0)/10(0) Plate Type(s): WAVE VIEW Ver 17.02 01A 1115,21 GV www4R w • 0 „a • ATE 0 278 ry'fyslQNAL Maximum Reactions (lbs) Loc R / U / Rw / Rh / RL / W A 136 /20 /100 /- /49 /4.0 C 51 /3 /39 /- /- /1.5 B 94 /47 /60 1- /- /1.5 Wind reactions based on MWFRS A Min Big Width Req = 1,5 C Min Big 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# 02/02/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS sses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building nponent Safety Information, by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary cino per SCSI. Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom 9hord shall have a properlychnggidceilingg. Locations shown for ermanent lateral restraint byf webs shall have bracingg ins ailed per SCSI secUons B3, 67 or 10, 9DDIIcatlle. ADDTV Dlates to each face otptruss and Dosition as shown above and on the Join Details, unless noted otherwise. Refer to his drawinct an failure to build theonthisdrawinorcoverpage Lq design shozyn. The suitability ALPINE any an rwc(wnnHv 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Gable Stud Reinforcement Detail ASCE 7-10: 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1,00 Or, 140 Mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or, 140 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Orr I20 moh Wind Sneed. 19' Mean Hpinht. Pnrtinliv F} Incpnl F--ro n. K>t = I nn S 2x4 Brace Gable Vertical Spacing Species I Grade No Braces 1)Sx4 'L' Brace 1) 2x4 'L' Brace w 2> 2x4 'L' Brace U) 2x6 'L' Brace 2> 2x6 'L' Brace Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B 1 / #2 3' 10, 6' 7' 6' 10' 7' 9' 8' i' 9' 3' 9' 7' 12, 2' 12' 8' 14' 0' 14' 0' U S P F 3 3' 8' 5' 9' 6' 2' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' P Stud 3' 8' 5' 9' 6' 1' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' Q 1 1 Standard 3' 8' 4' 11' 5' 3' 6' 7' 7' V 8' 11' 9' 6' 10' 4' 11' 1' 14' 0' 14' 0' S P 1 4' 0' 6' 8' 10' 8' 2' 9' 4' 9' 8' 12' 4' 12' 9' 14' 0' 14' 0' 2 3' 10' 6' 7' 7' 9' 8' 1' 9' 3' 9' 7' 12' 2' 12, 8' 14' 0' 14' 0' 3 3' 9' 5' 3' 6' 11' 7' 5' 9' 2' 9' 7' 10, 11' 11' 8' 14' 0' 14' 0' i D F L Stud 3' 9' 5' 3' N57" ill7' 6' 11' 7' 5' 9' 2' 9' 7' 10, 11' il' 8' 14' 0' 14' 0' Standard 3' 6' 4' 7' 6' 2' 6' 7' 8' 4' 8' ill 9' 8' 10' 4' 13' 1' 14' 0' U 1 / #2 4' 5' 7' 6' 8' 10, 9' 3' 10' 7' 11' 0' 13' 11' 14' 0' 14' 0' 14' 0' SPF 3 4' 2' 7' 1' 8' 9' 9' 1' 10, 5' 10, 10' 13' 9' 14' 0' 14' 0' 14' 0' UH F Stud 4' 2' 7' 1' 7' 6' 8' 9' 9' 1' 10' 5' 10' 10' 13' 9' 14' 0' 14' 0' 14' 0' o I Standard 4' 2' 6' V 6' 5' 8' 1' 8' 8' 10' S' 10' 10' 12' 8' 13' 7' 14' 0' 14' 0' 1 4' 7' 7' 7' 7' 11' 9' 0' 9' 4' 10, 8' 11' 1' 14' 0' 14' 0' 14' 0' 14' 0' P 2 4' 5' 7' 6' 7' 9' 8' 10, 9' 3' 10' 7' 11' 0' 13, 11' 14' 0' 14' 0' 14' 0' D F L 3 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' 10, 6' 10, 11' 13' 4' 14' 0' 14' 0' 14' 0' Stud 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' 10' 6' 10' 11' 13' 4' 14' 0' 14' 0' 14' 0' Standard 4' 2' 5' 8' 6' 0' 7' 6' 8' 0' 10' 2' 10, 10' 11' 10' 12' 7' 14' 0' 14' 0' rSPr 1 / #2 4' 10' 8' 3' 8' 7' 9' 9' 10' 2' 10' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' 3 4' 7' 8' 2' 8' 5' 9' 8' 10, 0' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' U H F Stud 4' 7' 8' 2' 8' 5' 9' 8' 10, 0' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' O 1 Standard 4' 7' 7' 0' 7' 5' 9' 4' 10, 0' 11' 6' 12, 0' 14' 0' 14, 0' 14' 0' 14' 0' X 1 5' V 8' 5' 8' 8' 9' 11' 10' 3' 11' 9' 12' 3' 14' 0' 14' 0' 14' 0' 14' 0' S P 2 4' 10' 8' 3' 8' 7' 9' 9' 10, 2' 11' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14, 0' D F 3 4' 9' 7' 4' 7' 10' 9' e 10, 1' 11' 7' 12' 0' 14' 0' 14' 0' 14, 0' 14' 0' Stud 4' 9' 7' 4' T 10' 9' 8' 10' 1' 13' 7' 12' 0' 14' 0' 14' 0' 1 14' 0' 14' 0' Standard 1 4' 7' 6' 6' 6' 11' 1 8' 8' 1 9' 3' 1 11' 6' 12' 0' 13' 7' 14' 0' 1 14' 0' 14' 0' Bracing Group Species and Grades, Group A: S ruce-Pine-Fir Hem -Fir N1 / N2 Standard 12 Stud N3 Stud 113 IStandard Dou las Fir -Larch Southern Plremww N3 N3 Stutl Stud Standard Standard Group B: Hem -Fir N1 & Btr N1 Do u Ins Flr-Lnrch Southern Pine— N7 N7 N2 N2 Ix4 Braces shall be SRB (Stress-R rades, td Bd) wwfor Ix4 So. Pine use only Indus Industrial 45 Stress -Rated Boa values maybe used with these Gable Truss Detail Notes; Wind Load deflection criterion Is L/240. Provide uplift connections for 75 pif over continuous bearing <5 psf TC Dead Load). Gable end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang About jt: Attach 'L' braces with 10d <0.128'x3.0' min) nails. able Truss ) K For (1) 'L' bracer space rolls at 2' o.c. In IS' end zones and 4' o.c. between zones. Diagonal brace option il(Wor <2) 'L' braces, space nods at 3' oz. vertical length may be T In 18' end zones and 6' o.c. between zones. doubled when diagonal 18' 'L' bracing must be a minimum of 807 of web brace Is used. Connect L member length. diagonal brace for 600N at each end Max web i Brace Gable Vertical Plate Sizes total length Is 14'. E j i J Vertical Len th No Splice i 2x6 DF-L N2 or JFj Less than 4' 0' 2X3 better diagonal "i' ! Greater than 4' , but 3X4 Vertical length shown brace) single * less than 11' b' kl table above. or double cut ' A Greater than 11' b' 4X4 45' (as shown) at L 1 + Refer to common truss design for upper end, qL peak, splice, and heel plates. on uous i a Ing Refer to the Building Designer for conditions Connect diagona at + • * not addressed by this detaH. ZI midpoint of vertical web. Refer to chart ab a form a e' a e V). wARND4%m READ Alm FOLLOW ALL NOTES 11N THIS HRAWM 4w+ w"FMTANTww F1at1QSH THIS DRAWING TO ALL CO1TRACTWS MMlfiING THE DdTALLUM I REF ASCE7-10-GAB16015 Trusses require extreme core In febrico • foltow the latest edttlon of DCS1 deal ' rendlr,p, shipping, Mstol, T nrnd S9 Refer so ,a e ' ' J " t DATE 10/01/14pracdkgtons. InstallersSlers all provide a or and SHcin for so y N '7r' ? I.c— 1d * to perfornkg these funcaons. ipwrly ers shall It- temporary bracing per w iux:,: noted atlxrwse, tap charw ,haD hew: propery attacled ,truCturnl sh:athxg And bottom 's D " DRWG A16015ENC101014shallhoveAproperlyottocMtlrlgWceWhg. Locotloru sYasn for pernnnenx laterot rxstrohx of.;"'VsholihovebrocighstolledperBCSIstcsbnsH3, HJ or Hla, as oppbcabie. Apply plots to each S G$.+ e +finQ of truss and posttbn as shown obove one on the Joint Detoss, unless noted otherwise. 1 Refer to drow6gs 16OA-2 for stontlard plate positions. ( ,J ' Alpine, a division of [TW BMdWV Corponents Grail Mc shall rot be responsible for on y deviation fr 1"1 "w"'*V w \ # AN ITW (MMPANY this dr—I g, any four, t to build the truss In ca,forn * with ANSVTPI 1, or for handUng, shppiny, Z- tallatlon a bracing of trusses. i TOT, LD. 60 PSF A seul on this A-awbg or cover page Itstkp tins drawkg, hdcates—cept:nce of professio-Aj/'j /ate+ lr, 11137231 Pb—porn Drive npYuerYg respomsWityy solely far the design shown The sutt*Mty and use of this drowkg tr+ 1 * A tS Suile5200 far ony structure b t1» rof the Butdrg Deslprer per ANSVTPI 1 SecZ l Marylardt Heights,) MO', 63043 Far maY Irtfa-rwtkm see Zh8 ,pb's gerxrAl tuxes pope nM ihtse web sites+ MAX. SPACING 24.0' ALPDFwww-=11wcom) TPA wwwsphstar SBcb .wsbckwustryor Ico ww.Axmf:erg 02/02 201$ T Relnfo Memk Go Tr Gable Detail For Let -in Verticals Goble Truss Plate Sizes iproprlate Alpine gable detall for e sizes for vertical studs. Engineered truss design for peak, b, and heel plates. vertical plates overlap, use a to that covers the total area of apped plates to span the web. 2X4 2X4 ZX8 rroviae connecTions nor upurc speciriea on Tne engineerea Truss aesign. Attach each 'T' reinforcing member with End Driven Nails, IOd Common (0.148'x 3.',min) Nails at 4' o.c. plus 4) nails In the top and bottom chords. Toenailed Nailsm 10d Common (0.148'x3',mIn) Toenails at 4' o.c. plus 4) toenails In the top and bottom chords. This detall to be used with the appropriate Alpine gable detail for ASCE wind toad. ASCE 7-05 Gable Detail Drawings A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 ASCE 7-10 Gable Detail Drawings A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENCI0 A18015ENC101014, A20015ENC101014, A20015END101014, A2 A11530ENC101014, A12030ENC101014, A14030ENC101014,/ E14 A18030ENC101014, A2003IIENC101014, A20030END101D101 511515ENC100815, 512015ENC100815, S14015ENCI S18015ENC100815, 520015ENC100815, S20015EN S ti i 511530ENC100815, 512030ENC100815, S14030E 16 1008 518030ENCIOOS15, 520030ENC100815, 52003 D1008S200 , PED10 I See appropriate Alpine gable detail for moxlm+,lp unrep cgdlKbt I T' Reinforcement Attachment Detail T' Reinforcing 'T' Reinforcing Member Member Toe-nalt - Or - End-noll To convert from 'L' to 'T' reinforcing members, multiply 'T' increase by length (based on appropriate Alpine gable detail). Maximum atlowable 'T' reinforced gable vertical length is 14' from top to bottom chord. T' reinforcing member material must match size, specle, and grade of the 'L' reinforcing member. eb Length Increase w/ 'T' Brace T' Relnf. Mbr. Size T' Increase 2x4 30 2x6 20 Example, ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = LOO Gable Vertical = 24'o.c. SP p3 T' Reinforcing Member Size = 2x4 T' Brace Increase (From Above) = 30% = 1.30 1) 2x4 'L' Brace Length = 8' 7' Maximum 'T' Reinforced Gable Vertical Length s 1,30 x 8' 7' = 11' 2' ewVARH iGww READ AHD FELLOW ALL NOTES ON THIS MAvaha VMTANT- FLOWSH THIS DRAYDJG TO ALL CONTRACTOM INCLUDDIG THE INSTALLERS J 9 REF LET -IN V E R T DATE 10/01/14Trussesrequireextrer,e care in fabricating, handling, shipping, installing and bracing. Refer to the M InffollowlatesteditionofBCSIUhAdNConponeSafetyormal antl , byTPISBCA) for safv 0 practices prior to perfornhg these fu-tlons. Installers shall provide temporary bracing per BCS Unless noted otherwise, top chord shall have properly attached structy W sheathing and bot:on shah have a attached rigld cesIng. Locals shown for lateral restraint of webby i D R W G G B L L E T I N 1014 properly permanent shall have bracing Installed per SCSI sections B3, H7 or BIB, as applicable. Apply plates to each face * i*i i. Q + ii O of truss and posit as shown above and on the Joint Details, vdess noted otherwise. Refer to drawings 160A-2 for standard plate positions. i;ww•s se*d• AN ITN/COMPAW this dr wkg. any fall a btAa divIslion of ITV d t e trussInGconfformancup Inc. eail not be with ANSI/TPI responsible1, orfor handing, shipping, MAX. TOT, LD. 60 PSF Installatlon abrocingoftrusses. A seal on this drawing or cover page 11sAhV this drawing, Indicates acceptance of professional 11137231 Riverpom Drive engirwitring rutty solely fart design shoes. The sJtoMlty and use of this drawing 02/02/2 188 DUR. FAC, ANY 1 ; Su0e1200 for any structure Is the responsibility oft Bulking Desfpner per ANSI/iPI 1 SecZ 0 278 MAX, SPACING 24.0' 11 MarylantliHeights.l MOi 53043 Far' more lnfornal see this Job's general rotes page and the" web sites, ALPDE, .ww. al Itw.coml TPI, www.tp storgi SBCAm wee.sbcindustry.org, ICPwwwJccsofe Gable Stud Reinforcement Detail for Stucco Cladding ASCE 7-10: 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or- 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Ora 140 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1,00 Or, 120 mph Wind Speed, 15' Mean Heloht, Partially Enclosed, Exposure D, Kzt = 1.00 S 2x4 Brace Gable Vertical pacing Species Grade No Braces 1) 1x4 'L' Brace 1) 2x4 'L' Brace to 2) 2x4 'L' Brace ll 1) 2x6 'L' Brace w 2) 2x6 'L' Brace w Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B 1 / #2 3' 4' 5' 9' 5' 11' 6' 9' 7' 0' 8' 1' 8' 5' 10' 7' 11' 0' 12' 8' 13' 2' Cj) U S P F H F 3 3' 2' 5' 8' 5' 10' 6' 8' 6' 11' 8' 0' 8' 4' 10' 6' 10' 11' 12' 6' 13' 0' Stud 3' 2' 5' 8' 5' 10' 6' 8' 6' 11' 8' 0' 8' 4' 10' 6' 10' 11' 12' 6' 13' 0' Standard 3' 2' 4' 11' 5' 3' 6' 7' 6' 11' 8' 0' 8' 4' 10' 4' 10, 11' 12' 6' 13, 0' 1 3' 6' 5' 10' 6' 0' 6' 10' 7' i' 8' 2' 8' 6' 10' 9' 11' 2' 12' 9' 13' 3' J S P 2 34' 5' 9' 5' 11' 6' 9' 7' 0' 8' 1' 8' 5' 10' 7' 11' 0' 12' 8' 13' 2' j 3 3' 3' 5' 3' 5' 7' 6' 9' 7' 0' 8' 0' 8' 4' 10' 7' 11' 0' 12 7' f D F L Stud 3' 3' 5' 3' 5' 7' 6' 9' 7' 0' 8' 0' 8' 4' 10' 7' 11' 0' 12' 7' 13' 1' Standard 3' 2' 4' 7' 4' 11' 6' 2' 6' 7' 8' 0' 8' 4' 9' 8' 10' 4' 12' 6' 13' 0' U 1 / #2 3' 10, 6' 7' 6' 10' 7' 9' 8' 1' 9' 3' 9' 7' 12' 2' 12' 8' 14' 0' 14' 0' S P F 3 3' 8' 6' 6' 6' 10' 7' 8' 7' 11' 1 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' U Stud 3' 8' 6' 6' 6' 8' 7' 8' 7' il' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' HFStandard3' 8' 6' 1' 6' 5' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' U 1 S P 2 D F L 3 Stud 7• 4' Standard 7' l U S P F 1 / # 2 4' 3' 7 7 6' 8' 61 7, 4, 0 1,' 0 ' 3 4' 0' 7' 1' 7' 5' 8' 5' 8' 0' 4' 4' Stud 4' 0' 7' 1' 7' 5' 8' 5' 8' 9' 10' 0' 10' 5' 13' 2' 13' 9' 14' 0' 14' 0' O N F Standard 4' 0' 7' ' 7' 5' 8' 5' 8' 10' 0' 10' 5' 13' 2' 13' 9' 14' 0' 14' 0' X 1 4' 5' 7' 4' 7' 7' 8' 8' 9' 0' 10' 3' 10' 8' 13' 6' 14' 0' 14' 0' 14' 0' d JI S P D F L 2 4' 3' 7' 3' 7' 6' 8' 6' 8' 10' 10' 2' 10' 7' 13' 5' 13' 4' 0 14' 0' 3 4' 2' 7' 2' 7' 5' 8' 6' 8' 10' 10' 1' 10' 6' 13' 4' 13' 10' 14' 0' 14' 0' Stud 4' 2' 7' 2' 7' 5' 8' 6' 8' 10, 10, 1' 10' 6' 13' 4' 1 13' 10' 14' 0' 14' 0' 1 Standard 4' 0' 6' 6' 6' 11' 8' 5' 8' 9' 10' 0' 10' 5' 13' 2' 13' 9' 147 0' 14' 0' Diagonal brace option - vertical length may be doubled when dlagonat brace Is used. Connect diagonal brace for 600# at each entl. Max web total length Is 14'. Vertical length shown '.... In table above. Connect dlagora4 at midpoint of vertical wel QLANIFwo t t 13723, R,—poft Dm tiS. W 200 11 Maryland, Heighls,\ MOt 63043 2x6 DF-L 4 2 or better diagonal bracei single or double cut os shown) at upper end. yrr AboutT 18' # ace L r 1L 1 1W4, 1,1141 141", Refer to chart apOv VARtGNG- READ AND FOLLOW ALL NOTES w THIS DRAVD0 Z wwDVWTANTww FLHUSH THIS DRAVING TO ALL CONTRACTORS DICLUDIHO THE DISTALLIERS Trusses requFe extreme core in fabricating, handing, shipping, InstalUnp aM bracbng. Refer 1A dlowthelatesttdtlonofBCSI (Busdhg Component Safety Informatio n, by TPI o W SBCA) for fet dices prior to performing these functions. Installers shall provide ttnporory bracing per XSL Bess noted otherwise, top chord shall have properly attached structural sheatNrp and ove botta ch all ha property attached Hod casLocations casing. Lations shownforpermanent lateral restralnt .fir it have bracinginstalledperSCSIsectionsB3, 97 or Bla, as applicable. Apply plates to each .yl" truss and posHion as shown above aM on the Joint Details, unless rated otherwise. a far to d^ awhgs 16a42 for standard plate positions,i is d-Atialmroft any failuredivisionl'to nssInGroupncpIncwithu [ i1, , for any deviation sHpWng, tallatbn t brac4pof trusses. A seal on this dralift — cover page Ustft this drowhg, indcat— acceptance of professlonat gI nearing resporuibIlMy, solely for the shown. The suHabMiy and use of this drawing r any strucdre Is the respor Alty 1W tine "41ng Designer Per AtSLTPI 1 Sec2 For non Information see this job's general rates page aM these web sties 4/ ATE e a wDsss++ AD1 ORVQ NAt- I,#' eta,_ Bracing Group Speciesand Grades: Group A; S ruce- Pine-Fir Hem -Fir 1 / #2 Standard #2 1 Stud 3 Stud 1 #3 IStandQrd DouaAAos Ftr-Lorch Southern Pi)ewww 3 #3 stag staa Standard Standnrd Group B: Hem -Fir I & Btr 1 Doll las Fir- Lnrch Southern Pinewww I #] 2 #2 ix4 Braces shall be SRB (Stress-Roted Board). wwFor lx4 So. Pine use only Industrial 55 or Industrial 45 Stress-Roted Boards. Group B values mn be used with these odes. Gable Truss Detail Notesi Wind Load deflection criterion Is L/360. Provide uplift connections for 75 pif over continuous bearing (5 psf TC Dead Load). Gable end supports load from 4' 0' outtookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with IOd (0.128'x3A' min) naps. K For (1) 'L' brace, space nabs at 2' o.c. in 18' end zones and 4' o.c. between zones. 41 )Wor (2) 'L' broces. space nails at 3' o.c. In 18' end zones and b' o.c. between zones. L' bracing must be a minimum of 80% of web member length. Gable Vertical Plate Sizes Vertical Len th No Refer to common truss design for peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detail. S Ilce Less than 4' 0' 2X3 Greater than 4' 0, but less than 11' b' 3X4 Greater than il' 6' 4X4 TOT. LD. 60 PSF SPACING 24.0' REF ASCE7-10-GAB16015 DATE 8/3/15 DR WG S16015ENC100815 I VALLEY FRAMING & BRACING DETAIL d 11 R sc Lumber Size and Grade Minumum Requirements GENERAL NOTES Purlins required T-O" O.C. in absence of plywood sheathing. Trusses without sheathing applied must be evaluated accordingly. Purlins should overlap sheathing one truss spacing minimum. In cases that this is impractical, overlap sheathing a minimum of 6", and nail upwards through sheathing into purlin with a minimum of 8-8d (0.131"x2.5") common wire nails. Effects of not providing sheathing below a valley set must be evaluated by the building designer. This drawing applies to valleys with the following conditions: Spans (distance between heels) 40'-0" or less Maximum valley height: 14'-0" Maximum mean roof height: 30 feet ASCE 7-05, 140 mph, Enclosed, Cat 11, Exp 8,1=1.0, K2t=1.0 Or A Maximum of ASCE 7.10, 180 mph, Enclosed, Exp D, K2t=1.0 TRUSS TRUSS UNDER VALLEY FRAMING VALLEY RAFTER OR RIDGE t» +CRIPPLE ripples 4'-0" for 30 psf (TL) and 20 psf (TD) Max. o the Grippes for each row starting from the valleys or sleepers working inward to the ridge board so that cripple locations are gored between rows. TYp) innection Requirement Notes 2x6 rafters to ridge 4 16d toe -nails Cripple to ridge 416d toe -nails Cripple to rafter 416d toe -nails e) 816d face -nails Rafter to sleeper or blocking 516d toe -nails Rafter to two 2x6 sleepers 416d toe -nails Sleeper to truss 416d toe -nails Two 2x6 sleepers to truss 3 16d toe -nails each sleeper & truss Ridge board to roof block 416d toe -nails Ridge board to truss 416d toe -nails Purlin to (Typ) 3 16d toe -nails Truss to blocking 416d toe -nails Truss to cripple 416d toe -nails Truss to cripple 416d toe -nails Cripple to purlin 316d toe -nails 13. Collar beam to rafter 4 16d toe -nails CRIPPLE, BRACING, 8N BLOCKING NOTES NOTE: 16d (0.162"x3.5") COMMON NAILS 2x4 continuous lateral restraint (CLR) min. is required for cripples 6'-0" to 10'-0" Iona nailed w/ 2.10d (0.14$"x3") nails. Or 2x4 "T' or scab reinforcement nailed to flat edge of cripple with 10d 50.128"x3.0") nails at 6" o.c. "T" or scab must be 90% of cripple length. Cripples over 10'-0' long require two CLR's or both faces w/ "T' or scab. Use stress graded lumber & box or common nails. Jarrow edge of cripple can face ridge or rafter, as long as the proper number of nails are installed into ridge board Install blocking under rafter if sleepers are not used. Install blocking under cripples if cripples fail between lower truss top chords and lateral bracing is not used. Apply all nailing in accordance to current NDS requiremen Nails are common wire nails unless noted otherwise. 1%GENSic sVARNDG— READ AND F01pV ALL HMS ON THIS DRAWING! oDPO2TANTr FIRHISN THIS DRAVDNG TO ALL CONTRACTORS 04MUITLNG TK DNSTALLERS. '2 Trusses require extrent care In fabrkattg, hwwAft, '"PP1h , nstoiDrg —1 b-CWO - Refer tAan follot the Isbst option v t " writ' Conporvnt Safety " protian. by TPIar aha SHW for m practices prior t0 perforneg these functions. installers sfwdt provert tenporory U= per UMess noted othurreKe, top chard snail nave property attached structural sheathing and bottom shalt nave a properly attached rpld cesMq. Locations sewers for permanent lateral rtstroM of snatltruss W posh ion as per 3CSabo sectionsn the J or let as unless te.no AppOY plates to each ItoftrussendcingInnasshornaboveandontheJoint1110, a , unless noted :ty pl ice. " V Refer to dmeVW 16OA-2 for standard plate posttbns. Atpinr, a dvtston of ITV Building C: pohxnts Group lnc shall not be responsible for any dtvioticn f JJtT MdOrAPANY this drawing, any failure to baud the truss In conformance with ANSVTPI 1, or for handling, shipping, nstaltatlon t bracing of trusses. A." on tW bnetg W cover page Usrig this drattg. •,dcates acceptance of proFtssfafd he pr AIq solaty for tM dreoyn shorn The sul*=y and roe of this dm,*v 13369 Lake"Orne fory lc eh• tY of bA I I SecP- EaM Ciy. MO 63045 For Hare nforwation sin this Job's general hates page and these eeb sties+ ALPDE. mgtpnelt•.coea TPL eee.tpYKtorg, SBCN m$bc1,dustryAwV) ICP m.kctaft.org e i t :• STATE OF rc sSS 10Nill4Q*t 201, A) I(B) (•, Ic LL 2030 40 54 JC DL 10 20 7 7 EC DL 0 0 0 0 BC LL 0 0 0 0 TOT LD.30i 50 47 61 DUR. F AC. 1.25/1.15 SPACING SEE ABOVE REF VALLEY FRAMING DATE 10/01/14 DRWG VACNVIS01015 o1n CAT Rr T I J CA bA1 O CJSi y C.15 mD F O O acD x Yes u4 e A6 Z m ZOO M M .Aa'•e war A•4 m ZCDcm -I m O 070 G N f-l"If00r m> mmMZ0 m OSu) 00OOcm ii L 4o= 1 tAaAA war AYt zu O Lo 0 6 m O Au nSAnjFOR Zm A13 Zml>Z p O b yom Al nt3 o STRONGBACKS REQUIRED In c A16 DUE TODEFLECTION Do ODDIFFERENTIAL O O c SEENG. ROINGBBACK LETTER I C m Fn a co 12 Oo 57 V m n mw 7 IN,>. o. iv m m w a4 1 rF-'U' 7'- I z- cam, r3c C C. TYPICAL RAISED HEEL DETAIL c. a caA b S yYS 31112 5 `3 ATTENTION! 2a- 8' s AI.. Ar PE€"ER TfI Bt'Sl - Bl tV, µi/ l l Ft,t Pnas •A6t totoSYi 111f ••1' Y tTf11 AARA narp4 yGP' 4yes+eywt T tdh= HTUS 26 CSINPSOND s General Notes 1) N p_" b d b..•• fd b. _d Ad bw W by •-d P>* P-*•d V— b 0. i.Aded q..l •ids MI,4 ' lq• u b b Seq.m MPJ26 . AM dAw.i. N br AA " I. 2AC 0.C. Ad- dAw.b g) .d. c P+. T" Pleb .IIAn.Y BCS-WI.40ti.. 4) pneord I- Al.dlq *." b pww d a oral AP• A4 15' i1C . 00 APM b b. d . Ae. i— d 20' !• — —h I-i.m a—*.d a* *Wbt Pb— orb b 11C" M aq eddiwd b" d•bh ROOF LOADING SCHEDULE T= 1CLL177 BDL = 10 P CSF TOTAL = 347 PSFDURATION = 1.25 .S MIND SPD/TY? 150 ENCLOSED BLDG EXPOSURE - C USAGE = RESIDENTIAL CAT D WIND IMPORTANCE FACTOR= 1 UPLIFTS BASED ON= 9. 2 PSF DESIGN CRITERIA FBC 2017 TPI 2014 Tncss An ASn _ des gn A umracux lr{btn me dzsigrcd tm ASCE7-74 and m.ximmo foAca fiwn trwh c+vuponmlx eladdmps and nxwn w,ra1 force slmA svrlcm+ Ibex aj+»es h— ern-u d ,9 eartt an ad&l .. M l0AIsfAxmsornb~, cMxd h,< FLOOR LOADING SCHEDUL TCLL = PSF TC DL PSF BCDL = PSF TOTAL = PSF DESIGNER PAGE RLW DATELANf; ? N330142L 1 4 '= 1' When Buildings Talk, We Listen. FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method 7 Project Name: 'H K- 2 qc) q,--- P Builder Name: C,--\/ rr Street: 10 r /00 W 'Oc'( y C'Z' Permit Office: City, State, Zip: -501 , vSZ77/ r:, IF( Permit Number. Design Location: 0(-C C) e_ Jurisdiction: Square Feet: zz s Conditioned Volume: 191 S-z Z' 5- Envelope Leakage Test Results Single Point Test Data: HOUSE PRESSURE: jc-"C) FLOW: Leakage Characteristics CFM ( 50): E rPass Ei Fail ACH( 50): R402. 4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2 ... Testing shall be conducted with a blower door at a pressure of 0,2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of 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 infiltrationcontrolmeasures; 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 here( bcertify that rforr peance results Florid Energy Code I EnergyR4102. 4.A.2. SIGNAT above envelope leakage Where required by the code official, testing shall be n trate co with conducted by an approved third -party. A written report of inAe with the test results shall be signed by the third party conducting the test and provided to the code official. PRINTED BUILDING OFFICIAL: DATE:— LI-16-19 DATE: I- , , . N% ft Florida Building Code Duct Leakage Results Builder'. CA Neighborhood*. - ' I t0 r- 1, - Lot#. Address, City" Square Footage: ZOSS: - M State'. _ ' F—C- Permit #: Stage of Construction for Test 1 Rough in with Air Handier 11 Rough in no Air Handler E-Post Construction Duct Leakage Test Results: Duct Leakage percent requirement: % mLSVsteJCFM25 I NLocationPass or F all 79,2 2 3 4 Rating Compa Rater Name: Rater Signah 7f Pass F7Fail L"I" The Energy Code Experts 9570 Regency Square Blvd. Suite 410 Jacksonville, FL 32225 Phone: 904. 482.4000 11.866.SKY ETEC www,SkyeTec. com Mark Tillotson ep ion61, RFI #: 6Yl4MX Ylas successfully completedthe Tiefd Inspector Training Course as of 09/08/2016 Signature of Education d- Training Yanager Signature of Director of Operatuwns COUNTY OF SEMINOLE IMPACT FEE STATEMENT Vk` STATEMENT NUMBER: 18100002 DATE: March 20, 2018BUILDINGtt BUILDING PERMITATIONNUMBER: 18.10000283 ! UNIT ADDRESS: ROCKY GROVE LANE 488 21-19-30-510-0000-2400 TRAFFIC ZONE:022 JURISDICTION: CA 31 p 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: ROCKY GROVE LANE / THORNBROOKE PHASE488 FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Single Family Housing 705.00 1.000 dwl unit 705.00 ROADS -COLLECTORS N/A Single Family Housing .00 1.000 dwl unit FIRE RESCUE N/A 00 LIBRARY CO -WIDE ORD 00 Single Family Housingg 54.00 SCHQOLS 1.000 dwl unit 54.00 CO -WIDE ORD Single Family HousAing 5,000.00 1.000 dwl unit 5,000.00PA LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 5,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE DATE ABOVE, BUT NO LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE• 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE , THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. AK THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT fISSUEDWITHIN60CALENDARDAYSFROMTHEDATEABOVE 'Ay CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION JUL 7 9 2018 ApplicationNo: flocutunted Construction VIMLIO: S Jot) Address: 1-hitoric District: Yes L1 No Parcel Ill: n' residential -Cial T\ pe of Work: N'c\\ 2"'Addition 0 NlterationEl Repair El Demo 11 Change of Use Nlove E Description of Work: i Plan Review Contact Parson: Title: Fax: x: Entail: Property Owner Information Phone, Street, F'esident of property' : City' State zip: - Contractor Information j Fax: City. State /ip: State License N*o.: 1—t" I Arc hitect/Eng ineer Information N:" IpIt o'T!,: -1Q, Fav Cit\, St. zip: 13 Dondiriu, (" O'Tip I III\: A ter Ad d - k d flz \ I \ G. T () 0 W N F R: )' 0 U R F A I I - t "K I : TO IMF A NO TILE OF C(MMENCEMEW \j (N y()tj, J \\ ICE I OR I \111ROVLMF 1 'I o N OuR ITOPER'l N. '\ m) I ICI: I CO \ I \ I L N C 11 N I I \F MLIN-1 RIECO.RD E 1) \ ND 110STI, 1) (YN I II1. .1 () S SITE B 1: FOP E TH F 1*1 1 \< IF l'ot I I NT F 1 1) '1 o o Y(A' k OR \N 1"FFOIRF KFCORDIV; WUR CWI\1F\( T\1FV1 to adl zi I-", to th" rt."; of 01 I'S jlI 0--, 1-: It', A', bI A ' I: ut:z a:pp I I,' to 0"; )p 'Tq', C, I,: Js (If co It: Itv. w I ! h-% nn l h J , aa at,I1-ont o co:-lt ,,.I --nha! M1I.11.,.; 111-111,, dlstri,:ts, ol il,:-, io a T"I.tt I V11II I"ou o, - 'r c I u) r,ON-T (I aFl , F, .11 " Il , ,S Of F:, L h C I 4 tl d A coy', Ofth, l to ( t%,!,:L:!,.:QT a p,111 Im ill IdNj'+ on tl,. un c'--": Ilz t.u)- Thc to f.,;:; tl-,, pc, , It i: is>,—,,, OWNER'S AFFIDAVIT: I certify that all of the foregoing infortuatioll is accl-11'.1tc M'd that all work will he (folio in compliance N\ ick all applicable 1.1\\S regulating consti-tictiol 1 1 .,,' tSTEPHANIE RALLO Commission# FF175017 Expires November 9, 2018 T\ I . r . (, " I DBELOW IS FOR OFFICE USE ONLY Pert -nits ED i l C tEl Ej N, Li 01111s(RlGi011 Flw)d Zone: To%ll S(l F( of lkl. Occuponc.y Load: = of Sto1-i,:S:--- Ne\e Coitstruction: FlCctric - -. ofArnps---- PIUUI'Dill<! - --- Of o' Fir,- Al.trrl [) Qrinit: 'i APPRM ALI-`c /()M\( i t"T I'l CITY OF SANFORD M,,hREVENTION, PLICATION Ap Documented ConstrucfionzVaIue:,t 4 dJobAd istrkt: YesEIN;o Parcel 10D: Type of Worii Addition Alteration. Repa.irt-P ' rj geodrijI*eP, oyv- P, Description of Work: -:1- Plan Review. contact"Person: N V Phone: IF I - Name Street: 0% State zip: Name Street: l4 Il = 34A (3 Title:. Title:- Email4v rty Owper Wkyrmation Phone:' Resident -'of property? - Information z PhonQ.-- 40 ISC-0--It, )a- U_ City, State zip:;; , State License No.: Archite.ctiEngineierinforma*tiQri Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Address; Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYIN.G, TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMtkCkNftNT 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. A{aplltieuffmad -W ab'Min' It permit to tify ththeworlstvdjati at 11V worK 'or inAtv 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 juris)liction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furjiaces, 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 In,W&ti6n.to the re4uiremenfs-of spermit, there may be additional restrictions applicable to this property that-maxI be fourf4 io-the'public r&;or. `0f this county, and there may' be additional permits required from other governmental entities such as.xwai" manage, meat districts, state agencies, or federal agencies. A tceptasa ce. of ,perrnit is verification that .1 well :notify tht owner of the property of the requ irements of Florida Lien Law, FS 713: The l ;it}+ iat Sanford requires payment of a plans rcvieyv fee at dte:time rof errrrit,submittal. kcopyof the exec: te7d contract is required in otdec to calculate a plan review chargo and will be considered the estimatCd construction value ofthe job at the time of submittal. The actual construction, value 'will be fi'based on the corrent ICC Valuation 'Table in effect at the time !he p ieis issued, in accord *Jth ill" 6rditaar%c6. Should? ealcul tod charges figu red off the' eeured contract exceed the actual constivctiori'value, credit will be,applied to yopr pcirmt fer,wbo the.pe -mit is issued. O , rtzt ` Out all'Of the f6117e-infortnatiOn i a cui tte work with. be dc rt in compliance With ll Ii atii Ala Y D o>strucii n and, s gn$ a n of E?wncdnt Daft Print 6w dAgonPs Name Signature ofNobuy- staw of Florida Dade Owner/Agent is Personally.K nown to Me or Produced 1D Type of ID afG aartica ne Produced ID BEJ' +* Y IS, FOR,QMisEUSE ONLY Permits Required: Building Q Electrlcaff j Mechanical Plumbing[ Construction Type.- Occupancy Use: CHERYL. D AKERS MY COMMISSION # FF998962 EXPIRtS June 05, 2020 60y Knowff to.Me or ID Gas[] Roof 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 El #"of Heads Fire Alarm Permit: Yes Q No APPROVALS: ZONING:. UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: CITY OF SANFORD BUILDING & FIRE PREVENTION F PERMIT APPLICATION Application No: 00CLIHMIted ('011SU'LIC6011 Value: S Job Address: LILHistoric District: yesEl o L Parcel ID: Residential C01111-nercialEl TYpe of Work: Nc\N AdditionEl AlterationEl Repair Demo D 1-1 - cy m I I I k A e vp se liosc - 1 —1 PlanReviex\ Contact Person: -___j Title: Phone: Fa k: Email: Property Owner Information Name Phone: Street Resident of pt City. State zip: Contractor In-orrnaflon Tj LaII Street: F, ci"\, State Zip: State License \o Architect/Engineer Inlomnation Pho'le: — Fay: ---- F-111' dl: — Ae kl,"ING TO OWNFR: l 0L-R' 1, --klf N IT IN YOUP t*'\[' 'I (") " F N ()'F I ( L () F CO ) I ) I F ('I-'N I F\ T N I FOR 40 WLK PROPER-1-y. -ICI (if RIT.GORDH) '\ND 1,C)STEI) 0.", '1 !if- -10111, SHT MT01"E' THE FIR-1 IF V01, IN't IAD TO 01"'1 A1\ GON11"I MillYOL-P LIAMA\1 ()!-" A\ AITURNEV I"El (")RIF 1-1 LO)RD I N(; N( I - WK (W I i"( 1 3 ' hjl: 5r ut t ft rim-o be ro5mcumn applisable to 06 pmpeny 5,r.a,y Vad'R.107ial pcl-n-, zound in the publa mcords of As county. and thme may bz, - 1113nFtQ4 rnonl district, sta, agarick, or Federal aganks. ':: s fog"' bom o0or govemtntnm! enmuos such as water A,:Ccpt,ince orporn-nt is Thui I Will MCA Go OynO OC60 McnYofth2 requkrimms o`Fiorid a Lion La-,\, FS -, j -,, iiv o!-o-d requires paymom Ora Pon U\ 0%, Go az to ome orpowny, Subminal .1 cop! of the executKI coman k UQU". mordertoMakeaplanrc% W" charge and W be considneZrho esuma:0 conswumon Naive ofth: iob W be time of S*Vqual EYE!--tual cOnsMuchon \ake mW be riSund loved on the cun-enE ICC Wtumlon Table in effew: at the "He he PmWl k unc! v, ilh, loc.",l S-,o,,:1d ca!"Hwd Awns fig"d W be enouied contract cxzeej th, Utual conmHop %21y, oredu WlbeapphedtoyourpermitPei "lion rho Pon, is ASUK OWN'ER' S -kFFIIVkV!T: I cerdh- that all of the f0mg0h1g infoilundon is accurate .1nd that atl be done in compliance m ith all applicable [.I\N s regulating COIlStf-Lictioti_l,d-zuu ti!,. -0 k vill Ogmin- o'. ou xg= ro-, f " , n ., , " I [ n : SwInAm W NAy On= 1- 1pt ofll) c t . i i tKno"T to NI: 0: Prodoced 4) c, I D BELOW IS FOR OFFICE U'.SE ONLY 1'ern- tin Requiredh md,[i Cl_ c: A 2: pl,,,5jQ—j Ci,, F1 Construction Type: Wcupancy We: Flood Zone: QN! Sq F! of Bmg: Mk'). 0CCUj)ai1Q- or SWrbs:--- Ne" Construckin: flectric of .imps ............ Ulm ablu - = of FN;mTs____ fire Sprinkler NmA Yes >: 0 D , vlwllz I.,--- Firk \[ trm Pcrin!t: 11 \ o F—I kPPROVAIA z( VANG ENTNEFRIM i 01\11- A-1, -- WAS FE WATET HALDING CITY OF SANFORD JUL 8 2018 BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: S Job Address: 211/ '4,41AZ-A-P Le Historic District: Yes D No D Parcel ID: z3 Residential 9 Commercial El Type of Work: New AdditionEl Alteration El Repair D Demo 11 Change of UseEl Move El Description of Work: NEW RESIDENTIAL PLUMBING Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Name -5e!-i 2 Phone: Street: Resident of property? City, State Zip: Contractor Information Name NORTHWEST PLUMBING OF ORLANDO Phone: 1770) 941-5421 x 2058 Street: 6310 MABLETON PARKWAY, SUITE 1000 Fax; (770) 941-9522 City, State Zip: MABLETON, GA 30126 State License No,: CFC1426562 Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNINGTO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMVNCFNIEN'I'MAY RFStJLI'IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPFRTV, 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, healers, looks, and air conditioners, etc. FRC 105.3 Sball be inscribed with the date of application and the code in effect as of that date: 511 Edition (2014) Florida Building Code Revised- June 30, 2015 Permit Application NIOTICE 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 ofOwneriAgent Date Print owner/Agent's Natne Signature ofNotary-State ofFiorida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID SignatureAf JAgentFPkto TONY MAH FEY fM. Print Contractor/Agent's me / r Signature of o ry-State of}loridaIII Nttttttttt L LO F'''% EXPIRE$ E„a Contractor/Agent is PerAlna y{ ' (`tz Fz, ori= Produced ID Type a BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes Q No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application