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HomeMy WebLinkAbout520 Red Rose Ln 18-2260; SFHCOUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100005 DATE: June 22, 2018 BUILDING APPLICATION #: 18-10000550 BUILDING PERMIT NUMBER: 18-10000550 UNIT ADDRESS: RED ROSE LANE 520 21-19-30-510-0000-1670 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: TAYLOR MORRISON OF FL INC ADDRESS: 2600 LAKE LUCIEN DRIVE SUITE 350 MAITLAND FL 32751 LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 520 RED ROSE LANE / THORNBROOKE PHASE 4 SFR FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Single Family Housing 705.00 1.000 dwl unit 705.00 ROADS -COLLECTORS N/A Family Housing 00 1.000 dwl unit 00 FIREnRESCUE LIBRARY CO -WIDE ORD 00 Single Family SCHOOLS Housing 54.00 1.000 dwl unit 54.00 Family CO -WIDE ORD Housing 5,000.00 1.000 dwl unit 5,000.00 PARKS N/A LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 5,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL 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 OCCUPARY OR OCCUPANCY. THE REQUEST FOR REVIEWMUSTMEETTHEREQUIREMENTSOFTHECOUNTYLANDDEVELOPMENTCODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE• 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE Q Parcel ID Number: oZ( /`-3U-5 v"vv c-IroliJ Prepared By Daphne Clark and Taylor Morrison Homes Return To : 2600 Lake Lucien Drive, Suite 350 Maitland, FL 32751 NOTICE OF COMMENCEMENT. State of Florida. County of Seminole. GRANT MALOY, SEMINOLE COUNTY CL.FRI; nF CIRCUIT COURT 1, COMPTROLLER BK 9133 P9 865 (1P9s) CLERK'S : 2018055259 RECORDED 05/15/2018 03:21:43 PM RE:CORPING FEES $10.00 RECORDED BY hdevore The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of property : LOT 1c 1 Legal Description: Thornbrooke Phase according to the plat thereof, as recorded in Plat Book -21 Page70-7(of the public records of Seminole County, Florida. Addresses : ?5dO P -ed A)5,-- Cly- Sanford FL 2. General description of improvements : Single Family Home Owner information : Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751 4. Fee Simple Title Holder: N.A. 5. Contractor name and address: Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751 6. Surety: N.A. 7. Lender: N.A. 8. Persons within the State of Florida designated by the Owner upon whom notices or other documents may be served as provides by 713.13(1)(a)7., Florida Statutes: N.A. 9. In addition to himself, Owner designates the following to receive a copy of the Lienor's Notice as provided in 713.13(1)(b), Florida Statutes. N.A. 10. Expiration date of notice of commencement: One year from the date of recording. WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTENT TO OBTAIN FINANCING, CONSULT YOUR LENDER OT ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. 11. Date Signed : 1/-M/W—Signature of Owner's Agent: c. hn Asa Wright Taylor Morrison of Florida Sworn to and subscribed before me this by John Asa Wright Notary Public DA Clark My commission expirLjRf.6%py GRANT MALA Serial No. FF 209108 CLERK OF THE IRCUIT COURT ;•' ry Signature: AND WN 4a DEPUTY CLERK ae known to me. 0 0o r vv°tb eal: e rer of CITY OF SANFORD f 4 Zola BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: V 352 LA (.k• - Documented Cons ruction Value: $ Job Address: 6 V-4 KoSL L&'f'4 Historic District: Yes No Parcel ID! 9-30- 5 -to -0000- Ifni 0 Residential R Commercial Type of Work: New X Addition Alteration Repair Demo Change of Use Move Description of Work: LOT NUMBER Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: Email: daPhne&PermitsPermitsPermits.com 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 Mortgage Lender: N/A Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51° Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ]CC 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. S' ature of Owner/Agent Da TAYLOR MORRISON OF FLORIDA INC Print Owner/Agent's Na , Signature of Notary -State of Florida ffiate 1D. SI 06 M`I S: June v-2019tNoltryiM0°°a ry!ti0r Owner/Agent is ](M Personally Known to Me or Produced ID N/A Type of ID tu,e,f Contractor/Agent Dat JOHN ASA WRIG Print Contractor/AName gSignatureofNotary -State of Florida r ry1.1'Q`t * My COWISSION 9 FF 2091Gb EXPIRES: Jm 27.2019 S.., ; gq WTffiu 8 WP1 N0Wy Sen•' ora Contractor/Agent is YES Personally Known to Me or Produced ID -NIA— Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building o Electrical Er Mechanical®' Plumbing'[] Gas Roof Construction Type: q5 Occupancy Use: Flood Zone: Y -5 c-6 Total Sq Ft of Bldg: 3s'z&41 Min. Occupancy Load: # of Stories:-7- New tories:2 New Construction: Electric - # of Amps SOO Plumbing - # of Fixtures Z 1 Fire Sprinkler Permit: Yes[] No Of # of Heads APPROVALS: ZONING: k to a t8 UTILITIES: COMMENTS Fire Alarm Permit: Yes No WASTE WATER: ENGINEERING: WC. 6-13-18 FIRE: BUILDING: -!;re--?R - FS Ok to construct single family home with setbacks and impervious area shown on plan. q . 8 1e of. Inasfacto, , GAL Revised: June 30, 2015 Permit Application CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 1g D Documented Construction Value: Job Address: ,1, c 6 KoSt, La -k -X- Historic District: Yes No Parcel ID! ,2(A9 -30-5I0 -0000- I(o-) 0 Residential Q Commercial Type of Work: New El Addition Alteration Repair Demo Change of Use Move Description of Work: NEW SINGLE FAMILY HOME qTHORNEBROOKPHASE LOT NUMBER: 1(0 t Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: Email:daphne ff ermitsPermitsPermits.com 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 Street: 151 SOUTHHALL LANE # 200 Phone: 407-257-6940 Fax: City, State Zip: MAITLAND FL 32751 State License No.: Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: Bonding Company: N/A Address: E-mail: Mortgage Lender: N/A Address: CBC1257462 WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, beaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 51" Edition (2014) Florida Building Code Revised: lune 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. jIgS,JW I F 2005 V. 20A9 e g tNouNSNd°°. ih p d Owner/Agent is _yE& Personally Known to Me or Produced ID N/A Type of ID gnature of Contractor/Agent —/' DaiV JOHN ASA WRIG Print Contractor/A-j Name Signature of Notary -State of Florida ate P„ My MUMISSION Ii FF 209104 EXPIRES: JuM27.2011 BgdedTNuBud9t Contractor/Agent is YES Personally Known to Me or Produced ID hI1A Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures, Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Fire Alarm Permit: Yes No UTILITIES: Ze S Z WASTEWATER: FIRE: BUILDING: Revised: June 30, 2015 Permit Application CITY OF ANF ORD PLANNING & DEVELOPMENT SERVICES DEPARTMENT Flood Zone Determination Request Form Name: John Asa Wright Firm: Taylor -Morrison of Florida, Inc. Address: 2600 Lake Lucien Drive City: Maitland State: FL Zip Code: 32751 Phone: 407-257-6940 Fax: Email: daphne@permitspermitspermits.com Property Address: 520 Red Rose Lane Property Owner: Taylor Morrison of Florida, Inc. Parcel identification Number: 21-19-30-510-1610 Phone Number: 407-629-0077 Email: The reason for the flood plain determination is: Q New structure Existing Structure (pre -2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0055 F Map Date: September 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway The parcel is not in the: floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone W, the best available information used to determine the base flood elevation is: BP# 18-2260 Reviewed by: Michael Cash, CFM Date: June 13, 2018 0 r 0 p Application for Right -of -Way Use for Driveway, Walkway & Landscape F 11v0 R I D,9 Department of Planning & Development Services 1877 300 North Park Avenue, Sanford, Florida 32771 www.seMordn.gov 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. xee nu+r below. po"Bad Or I/el Celleetonyoudlp 1. Project Location/Address: 2. Proposed Activity: rk: Driveway E]Walkway 0 Other: 3. Schedule of Work: Start Date G',/ / Completion Date Emergency Repairs 4. Brief Description of Work: WlA ANY NW SFA V Maintenance Responsibilities/Indemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said installationlimprovement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes In conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the Improve- ment and area in accordance with previously stated criteria, or completely restore the rightof-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestoes expense and, if necessary, file a lien on the Requesters property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents, servants, or employees appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct indirect or consequential), or Injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City's right-of-way I have read and understand the above statement and by signing this application I agree to its terms. 1 hereby understand and agree to pay all city fees related to this application as required by the city's adopted Fee Resolution. september 2olo ROW use Drlwway.pEr SCPA Parcel View. 21-19-30-510-0000-1670 i CIA Af'PF rrarwsoou m.a,or+ox Parcel Information ProgeEW Record Card Parcel: 21-19-30-510-0000-1670 Property Address: 520 RED ROSE LN SANFORD, FL 32771 Parcel 21-19-30-510-0000-1670 Owner(s) TAYLOR MORRISON OF FL INC Property Address 520 RED ROSE LN SANFORD, FL 32771 Mailing 151 SOUTHALL LN STE 200 MAITLAND, FL 32751 Subdivision Name THORNBROOKE PHASE 4 Tax District S1-SANFORD DOR Use Code 00 -VACANT RESIDENTIAL Exemptions Land Value (Market) 40,000 119.49 Land Value Ag 16,70 119.52 JusVMarket Value " 40,000 26,050 Seminole County GIS http://parceidetaii.scpafl.org/ParceiDetaillnfo.aspx?Ptf =21193051000001670 Value Summary Tax Amount without SOH: $336.00 2017 Tax Bill Amount $336.00 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Legal Description LOT 167 THORNBROOKE PHASE 4 PB 81 PGS 70-71 Taxes Taxing Authority Assessment Value Exempt Values Taxable Value I of 2 5/14/2018,10:26 2018 Working Values 2017 Certified Values Valuation Method Cost/Market Cost/Market Number of Buildings 0 0 Depreciated Bldg Value Depreciated EXFT Value Land Value (Market) 40,000 26,050 Land Value Ag JusVMarket Value " 40,000 26,050 Portability Adj- Save Our Homes Adj 0 0 Amendment 1 Adj - 0 12,784 P&G Adj 0 0 Assessed Value 40,000 13,266 Tax Amount without SOH: $336.00 2017 Tax Bill Amount $336.00 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Legal Description LOT 167 THORNBROOKE PHASE 4 PB 81 PGS 70-71 Taxes Taxing Authority Assessment Value Exempt Values Taxable Value I of 2 5/14/2018,10:26 REQUIRED INSPECTION SEQUENCE TAYLOR MORRISON SFR -DETACHED Permit # BUILDING PERMIT Min Max Ins ection Description 10 10 Form board / Foundation Survey 10 Temporary Underground Power TUG Slab / Mono Slab Pre our 20 1000 Lintel / Tie Beam / Fill / Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 30 50 Final Window 40 Roof Dry In 50 Frame 60 Insulation Rough In 70 Drywall / Sheetrock 40 70 Lath Inspection 50 1000 Final Roof 50 1000 Final Stucco / Siding 80 1000 Insulation Final 1000 Final Single Family Residence REVISED: June 2014 AAAracc- 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 MECI3ANICAL PERMIT Min Max Inspection Description 72077PIumbinginspection Description 1000 Plumbing Underground Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final MECI3ANICAL PERMIT Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final RL -CORD COPY stir C4 9 FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Loll 67ThornbrookeAnastasiaGRE Builder Name: Taylor Morris n Street: 520 RED ROSE LANE Permit Office: ts4i44 City, State, Zip: Sanford , FL , 32771 Owner: Permit Number:] _ % SANFORD 0Jurisdiction: 691500 O/ gRTM`°`, Design Location. FL, Orlando County:: Seminole (Florida Climate Zone 2) 1. New construction or existing New (From Plans) 9. Wall Types (3145.8 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1521.00 ft' b. Concrete Block - Int Insul, Exterior R=4.1 1380.60 fl' 3. Number of units, if multiple family 1 C. Frame - Wood, Adjacent R=13.0 244.22 ft' 4. Number of Bedrooms 4 d. N/A R= ft° 5. Is this a worst case? No 10. Ceiling Types (1482.0 sqft.) Insulation Area a. Under Attic (Vented) R=38.0 1482.00 ft= 6. Conditioned floor area above grade (ft°) 2582 b. N/A R= ft' floor area below grade (ft') 0 c. N/AConditionedR= s11Duct R ftft' 7. Windows(368.9 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 293.4 a. U -Factor: Dbl, U=0.34 296.92 ft' b. Sup: Attic, Ret: 2nd Floor, AH: 2nd Floor 6 223 SHGC: SHGC=0.31 b. U -Factor: Dbl, U=0.58 72.00 fl' 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.32 a. Central Unit 25.2 SEER:16.00 b. Central Unit 25.2 SEER:16.00 c. U -Factor: N/A ft' SHGC: 13. Heating systems kBtu/hr Efficiency d. U -Factor: N/A ft' a. Electric Heat Pump 21.8 HSPF:8.50 SHGC: b. Electric Heat Pump 21.8 HSPF:8.50 Area Weighted Average Overhang Depth: 3.494 ft. Area Weighted Average SHGC: 0.312 14. Hot water systems a. Electric Cap: 50 gallons8. Floor Types (2582.0 sqft.) Insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation R=0.0 1467.00 W b. Conservation features b. Floor Over Other Space R=0.0 1102.00 ft' None c. other (see details) R= 13.00 ft' 15. Credits Pstat Glass/Floor Area: 0.143 Total Proposed Modified Loads: 71.06 PASSTotalBaselineLoads: 76.96 I hereby certify that the plans and specifications covered by Review of the plans and STg7 this calculation are in compliance with the Florida Energy specifications covered by this 0011HE p Code. calculation indicates compliance with the Florida Energy Code. n,,, •.; PREPARED BY: Before construction is completed a DATE: 5/.3/--1.8 this building will be inspected for compliance with Section 553.908 t7 - a I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code. OWNER/AGENT: BUILDING OFFICIAL: DATE: - DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). 5/3/2018 1:04 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2017 5/3/2018 1:04 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 5 PROJECT Title: Lot 167ThornbrookeAnastasia Bedrooms: 4 Address Type: Street Address Building Type: User Conditioned Area: 2582 Lot # 281 Owner Name: Total Stories: 2 Block/Subdivision: Thombrooke of Units: 1 Worst Case: No PlatBook: Builder Name: Taylor Morrison Rotate Angle: 0 Street: 520 RED ROSE LANE Permit Office: Cross Ventilation- No County: Seminole Jurisdiction: 691500 Whole House Fan: No City, State, Zip: Sanford , Family Type: Single-family FL, 32771 New/Existing: New (From Plans) Comment: CLIMATE V Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site 97.5% 2.5% Winter Summer Degree Days Moisture Range FL, Orlando FL_ORLANDO_INTL AR 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1467 13643.1 2 Block2 1115 10035 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1st Floor 1467 13643.1 Yes 5 1 1 Yes Yes Yes 2 2nd Floor 1115 10035 No 0 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R -Value Area Joist R -Value Tile Wood Carpet 1 Floor over Garage 2nd Floor 13 ft' 19 0 0 1 2Slab-On-Grade Edge Insulatio 1st Floor 147.9 ft 0 1467 ft' 0.38 0 0.62 3 Floor Over Other Space 2nd Floor ___ 1102 ft' 0 0 0 1 ROOF V Roof Gable Roof Solar SA Emitt Emitt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Gable or Shed Composition shingles 1655 ft' 370 ft' Medium 0.85 N 0.85 No 0 26.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1480 R' N N 5/3/2018 1:04 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 5 FORM R405-2017 5/3/20181:04 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 5 CEILING Ceiling Type Space R -Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) 1 st Floor 38 Blown 13 W 0.11 Wood 2 Under Attic (Vented) 2nd Floor 38 Blown 14691113 0.11 Wood WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below Omt-To-Wall-Type R_Value-Ft-In_Ft-In Area-R_Value-Fraction-.Absor.__Grade%- 1 W Exterior Frame - Wood 2nd Floor 13 30 0 9 0 270.0 W 0 023 0.6 0 2 W Exterior Concrete Block - Int Insul 1st Floor 4.1 30 0 9 4 280.0 1`13 0 0 0.6 0 3 N Exterior Frame - Wood 2nd Floor 13 54 6 9 0 490.5 ft3 0 0.23 0.6 0 4 N Exterior Concrete Block - Int Insul 1st Floor 4.1 54 6 9 4 508.7 ft3 0 0 0.6 0 5 E Exterior Frame - Wood 2nd Floor 13 30 0 9 0 270.0 ft3 0 0.23 0.6 0 6 E Exterior Concrete Block - Int Insul 1st Floor 4.1 5 6 9 4 51.3 ft3 0 0 0.6 0 7 SE Exterior Concrete Block - Int Insul 1st Floor 4.1 4 11 9 4 45.9 W 0 0 0.6 0 8 S Exterior Frame - Wood 2nd Floor 13 54 6 9 0 490.5 ft3 0 0.23 0.6 0 9 S Exterior Concrete Block - Int Insul 1st Floor 4.1 53 0 9 4 494.7 ft3 0 0 0.6 0 10 - Garage Frame - Wood 1st Floor 13 26 2 9 4 244.2 ft3 0 023 0.01 0 DOORS Omt Door Type Space Storms U -Value Width Height Area Ft In Ft In 1 Wood 1st Floor None 25 2 7 6 8 17.2 W WINDOWS Orientation shown is the entered, Proposed orientation. V Wall Overhang Omt ID Frame Panes NFRC U -Factor SHGC Imp Area Depth Separation Int Shade Screening 1 W 1 Vinyl Low -E Double Yes 0.34 0.31 N 30.0 ft3 1 ft 0 in 1 ft 0 in Drapestblinds Exterior 5 2 W 1 Vinyl Low -E Double Yes 0.34 0.31 N 40.0 W 1 ft 0 in 1 ft 0 in Drapes/blinds None 3 W 2 Vinyl Low -E Double Yes 0.34 0.31 N 58.6 1`13 1 ft 0 in 11 ft 8 in Drapes/blinds Exterior 5 4 W 2 Metal Low -E Double Yes 0.58 0.32 N 72.0 ft3 10 ft 8 in 0 ft 0 in None None 5 N 3 Vinyl Low -E Double Yes 0.34 0.31 N 30.0 ft3 1 ft 0 in 1 ft 0 in Drapestblinds Exterior 5 6 N 4 Vinyl Low -E Double Yes 0.34 0.31 N 39.1 W 1 ft 0 in 11 ft 8 in Drapes/blinds Exterior 5 7 E 5 Vinyl Low -E Double Yes 0.34 0.31 N 30.0 1113 1 110 in 1 ft 0 in Drapestblinds Exterior 5 8 S 8 Vinyl Low -E Double Yes 0.34 0.31 N 6.0 ft3 1 ft 0 in 1 ft 0 in Drapestblinds Exterior 5 9 S 8 Vinyl Low -E Double Yes 0.34 0.31 N 15.0 W 1 ft 0 in 1 ft 0 in Drapes/blinds Exterior 5 10 S 9 Vinyl Low -E Double Yes 0.34 0.31 N 5.0 ft3 1 ft 0 in 11 118 in Drapes/blinds Exterior 5 11 S 9 Vinyl Low -E Double Yes 0.34 0.31 N 19.3 ft3 1 ft 0 in 11 118 in Drapes/blinds Exterior 5 12 SE 7 Vinyl Low -E Double Yes 0.34 0.31 N 24.0 W 10 ft 4 in 0 ft 6 in None None 5/3/20181:04 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2017 5/3/2018 1:04 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 5 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 455 ft' 455 ft' 64 ft 8 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000408 2762.4 151.65 285.21 .3666 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 2 Electric Heat Pump/ Electric Heat Pump/ Split Split HSPF:8.4999 21.8 kBtu/hr 1 HSPF:8.4999 21.8 kBtu/hr 2 sys#1 sys#2 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 2 Central Unit/ Central Unit/ Split Split SEER: 16 25.2 kBtu/hr cfm 0.75 1 SEER: 16 25.2 kBtu/hr cfm 0.75 2 sys#1 sys#2 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.95 50 gal 62.3 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector Storage System Model # Collector Model # Area Volume FEF None None ft= DUCTS v # Supply --- Location R -Value Area Return --- Air CFM 25 CFM25 Location Area Leakage Type Handler TOT OUT ON RLF HVAC # Heat Cool 1 2 Attic 6 293.4 ft Attic 6 223 ftT Attic 2nd Floor 73.35 ft Default Leakage 2nd Floor (Default) (Default) 55.75 ft Default Leakage 2nd Floor (Default) (Default) 1 1 2 2 5/3/2018 1:04 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2017 5/3/2018 1:04 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 5 of 5 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Coolingjj ]]Jan Heatin[X] Jan H Feb Feb Mar X] Mar r rW Ma May X] Jun Jun X] Jul Jul X AugX] j Au[ Se Sep Oct Oct Nov X] Nov Dec Dec Ventin [ ] Jan Feb X) Mar r may Jun [) Jul Aug Se X] Oct X) Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 5/3/2018 1:04 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 5 of 5 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 92 The lower the EnergyPerformance Index, the more efficient the home. 520 RED ROSE LANE, Sanford, FL, 32771 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=130 152100 fl= b. Concrete Block - Int Insul, Exterior R=4.1 1380.60 W 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 244.22 fl' 4. Number of Bedrooms 4 d. N/A R= fl° 10. Ceiling Types Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=38 0 1482.00 ft' 6. Conditioned floor area (W) 2582 b. N/A R= fl' 7. Windows" Description Area c. N/A R= fl° a. U -Factor: Dbl, U=0 34 296.92 1`1211 .Ducts a. Sup: Attic, Ret. Attic, AH: 2nd Floor R N' 6 293.4 SHGC: SHGC=0.31 b. Sup: Attic, Ret: 2nd Floor, AH: 2nd Floor 6 223 b. U -Factor• Dbl, U=0.58 72.00 fl° SHGC: SHGC=0.32 12. Cooling systems kBtu/hr Efficiency c. U -Factor: N/A fl' a Central Unit 25.2 SEER:16.00 SHGC: b. Central Unit 25.2 SEER:16.00 d. U -Factor: N/A fl' SHGC: 13. Heating systems kBtu/hr Efficiency a. Electric Heat Pump 21.8 HSPF:8.50 Area Weighted Average Overhang Depth: 3.494 ft. b. Electric Heat Pump 21.8 HSPF.8.50 Area Weighted Average SHGC: 0.312 8. Floor Types Insulation Area 14. Hot water systems Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=0.0 1467.00 fl a. Electric EF: 0.95 b. Floor Over Other Space R=0 0 1102.00 fl' c. other (see details) R= 13.00 ' b. Conservation features fl None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Date: City/FL Zip: MW Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 5/3/2018 1:04 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 DEL AIR Manual S Compliance Report Job: Loll 6TThornbrookeAna... nrMe smmr Date: 6/4/2014 ahu 1 By: FJF DEL -AIR HEATING & AIR CONDITIONING. 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407.333.2665 Fax: 407-333-3853 Web WWW.DEL-AIR.COM Project• • For: Taylor Morrison 520 RED ROSE LANE, Sanford, FL 32771 Design Conditions Outdoor design DB: 92.5°F Sensible gain: 20337 Btuh Entering coil DB: 76.5°F Outdoor design WB: 76.3°F Latent gain: 3450 Btuh Entering coil WB: 63.2°F Indoor design DB: 75.0°F Total gain: 23786 Btuh Indoor RH: 50% Estimated airflow: 840 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-024-230-19+CBA27UHE-024-230'++TDR Actual airflow: 840 cfm Sensible capacity: 19242 Btuh 95% of load Latent capacity: 3466 Btuh 100% of load Total capacity: 22708 Btuh 95% of load SHR: 850/6 Design Conditions Outdoor design DB: 41.7°F Heat loss: 19651 Btuh Entering coil DB: 69.5°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASH Manufacturer: Lennox Model: 14HPX-024-230-19+CBA27UHE-024-230'++TDR Actual airflow: 840 cfm Output capacity: 22379 Btuh 1140/6 of load Capacity balance: 38 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 840 cfm Output capacity: 5.0 kW 860/6 of load Temp. rise: 18 OF Meets all requirements of ACCA Manual S. wrightsoft- 2018 -May -0314:01:29 1 »• d. w... . ,., Right -Suite® Universal 2018 18.0 13 RSU24011 Page 1 ACCO' ...eAnaslasiaGRSLot167ThornbrookeAnastasiaGRE.rup Calc - MJ8 House faces E DEL -AIR Manual S Compliance Report Umo-MC0111=ahu 2 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407.333-2665 Fax: 407.333-3853 Web: WWW.DEL-AIR.COM For: Taylor Morrison 520 RED ROSE LANE, Sanford, FL 32771 Job: Lot167ThombrookeAna... Date: 6/4/2014 By: FJF Design Conditions Outdoor design DB: 92.5°F Sensible gain: 17051 Btuh Entering coil DB: 78.0°F Outdoor design WB: 76.3°F Latent gain: 2941 Btuh Entering coil WB: 63.9°F Indoor design DB: 75.0°F Total gain: 19992 Btuh Indoor RH: 50% Estimated airflow: 840 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-024-230-19+CBA27UHE-024-230'++TDR Actual airflow: 840 cfm Sensible capacity: 17835 Btuh 1050/6 of load Latent capacity: 3130 Btuh 1060/6 of load Total capacity: 20965 Btuh 105% of load SHR: 850/6 Design Conditions Outdoor design DB: 41.7°F Heat loss: 13371 Btuh Entering coil DB: 69.0°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-024-230-19+CBA27UHE-024-230'++TDR Actual airflow: 840 cfm Output capacity: 22420 Btuh 168% of load Capacity balance: 29 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 840 cfm Output capacity: 3.5 kW 88% of load Temp. rise: 13 OF Meets all requirements of ACCA Manual S. wright[soft` 2018•May0314:01:29 AM»• ....,. Righl-Suile® Universal 2018 18.0.13 RSU24011 Page 2 eAnaslasiaGRE\LOI167ThornbrookeAnastasiaGRE.rup Calc = MJ8 House laces. E DELAIR Component Constructions Job: Lo1167ThombrookeAna! ... Date: 6/4/2014 rM Entire House By: FJF 1079 e 240 DEL -AIR HEATING & AIR CONDITIONING 13.0 2.58 531 CODISCO WAY, SANFORD, FL 32771 Phone, 407-333.2665 Fax: 407.333-3853 Web WWW DEL-AIR.COM 2.34 562 s 470 Project• • 13.0 2.58 For: Taylor Morrison 1100 W 200 0.091 520 RED ROSE LANE, Sanford, FL 32771 2.58 515 2.34 Design Conditions all 1370 0.091 Location: Indoor: Heating Cooling Orlando Intl AP, FL, US Indoor temperature (°F) 70 75 Elevation: 95 ft Design TD (°F) 28 18 Latitude: 280N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 1.5 46.4 Dry bulb (°F) 42 93 Infiltration: 5.69 134 Daily range (°F) 17 ( M) Method Simplified 0.201 Wet bulb (°F) 76 Construction quality Average 4.35 Wind speed (mph) 15.0 7.5 Fireplaces 0 0 Construction descriptions Or Area U -value Insul R Hig HTM Loss Clg HTM Gain M BWhlfl'••F IP-•F/%h BWhIIP BWh 81uhMI BWh Walls 12C-Osw: Firm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int insh, 2"x4" wood trm, 16" o.c. stud 13A-2ocs: Blk wall, stucco ext, r-2 ext bd ins, 8" thk, 1/2" gypsum board int Irish Partitions 12C-Osw: Frm wall, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood trm, 16" o.c. stud Windows 2A-2ov: 2 glazing, Or low -e ouir, air gas, vnl frm mat, clr innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft overhang (5 ft window ht, 1 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, Or low -e ouir, air gas, vnl Irm mat, Or innr, 1/4" gap, 1/8" thk, NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft overhang (6.3 ft window ht, 11.67 ft sep.); 6.67 ft head ht 1OC-v: 2 glazing, Or low -e ouir, air gas, vnl trm mat, clr innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 10.33 ft overhang (8 ft window ht, 0.5 it sep.); 6.67 ft head ht 2A-2ov: 2 glazing, Or low -e ouir, air gas, vnl 1rm mat, Or innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium: 1 ft overhang (3 ft window ht, 1 ft sep.); 6.67 it head ht n 461 0.091 13.0 2.58 1186 2.34 1079 e 240 0.091 13.0 2.58 618 2.34 562 s 470 0.091 13.0 2.58 1209 2.34 1100 W 200 0.091 13.0 2.58 515 2.34 469 all 1370 0.091 13.0 2.58 3528 2.34 3210 n 470 0.201 0 5.69 2671 4.35 2044 e 51 0.201 0 5.69 292 4.35 223 se 24 0.201 0 5.69 134 4.35 102 s 470 0.201 0 5.69 2675 4.35 2046 W 158 0.201 0 5.69 897 4.35 686 all 1172 0.201 0 5.69 6668 4.35 5101 227 0.091 13.0 2.58 583 1.44 327 n 30 0.340 0 9.62 289 10.6 317 e 30 0.340 0 9.62 289 30.4 911 5 15 0.340 0 9.62 144 10.8 162 W 30 0.340 0 9.62 289 30.4 911 W 40 0.340 0 9.62 385 30.4 1214 all 145 0.340 0 9.62 1395 24.2 3515 n 39 0.340 0 9.62 374 10.6 411 W 58 0.340 0 9.62 561 30.4 1769 all 97 0.340 0 9.62 935 22.4 2180 se 23 0.340 0 9.62 218 7.41 168 s 6 0.340 0 9.62 58 10.6 63 wrightsoft• 2018 -May -0314:01:29Soft Right -Suite® Universal 2018 18.0.13 RSU24011 Page 1 eAnastasiaGRElLo1167ThombrookeAnastasiaGRE.rup Calc = MJ8 House laces: E 2A-2ov: 2 glazing, clr low -e ouir, air gas, vnl frm mat, clr innr, 1/4" gap, s 5 0.340 0 9.62 48 12.2 61 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 It overhang (3.17 ft window ht, 11.67 ft sep.); 6.67 fl head ht 2A-2ov: 2 glazing, clr low -e outr, air gas, vnl frm mat, clr innr, 1/4" gap, s 19 0.340 0 9.62 185 12.2 234 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 It overhang (6.25 ft window ht, 11.67 ft sep.); 6.67 ft head ht 2A-2omd: 2 glazing, clr low -e outr, air gas, mil no brk frm mat, clr innr, w 64 0.580 0 16.4 1050 16.8 1078 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.32); 10.67 ft overhang (8 ft window ht, 0 ft sep.); 6.67 ft head ht Doors 11 D0: Door, wd sc type n 17 0.390 0 11.0 190 12.0 207 Ceilings 16B-38ad: Attic ceiling, asphalt shingles roof mat, r-38 veil ins, 1/2" 1483 0.026 38.0 0.74 1091 1.41 2091 gypsum board int fnsh Floors 2OP-191: Fir floor, frm fir, 12" thkns, r-19 cav ins, gar ovr 13 0.050 19.0 1.41 18 0.71 9 22A-ipl: Bg floor, light dry soil, on grade depth 148 0.989 0 28.0 4140 0 0 wrightsoft" 2018 -May -03 14:01:29 4m...,.•, .... , Right -Suite® Universal 2018 18.0.13 RSU24011 Page 2 eMastasiaGRE%Lo1167ThornbrookeAnastasiaGRE.rup Calc - MJ8 House laces: E Component Constructions Job: Lot167ThombrookeAna...` DELAIR Date: 6/4/2014 111INF1111B"1M 1101111=141111111 ahu 1 By: FJF 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 520 RED ROSE LANE, Sanford, FL 32771 Location: Or Indoor: Heating Cooling Orlando Intl AP, FL, US Loss Clg HTM Indoor temperature (°F) 70 75 Elevation: 95 It BWh/M-•F Design TD (°F) 28 18 Latitude: 28°N Walls Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 1.5 46.4 Dry bulb (°F) 42 93 Infiltration: 0 5.69 Daily range (°F) - 17 ( M) Method Simplified 51 Wet bulb (°F) - 76 Construction quality Average 223 Wind speed (mph) 15.0 7.5 Fireplaces 0 0 Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain overhang (8 ft window ht, 0.5 it sep.); 6.67 ft head ht 0 k' BWh/M-•F W-•F/BWh Btuh/11' BWh MUNN' BWh Walls s 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft 30.4 overhang (6.25 ft window ht, 11.67 ft sep.); 6.67 it head ht 97 2A-2omd: 2 glazing, clr low -e ouir, air gas, mtl no brk frm mat, Or innr, w 13A-2ocs: Blk wall, stucco ext, r-2 ext bd ins, 8" thk, 1/2" gypsum n 470 0.201 0 5.69 2671 4.35 2044 board int fnsh a 51 0.201 0 5.69 292 4.35 223 12.2 se 24 0.201 0 5.69 134 4.35 102 234 s 470 0.201 0 5.69 2675 4.35 2046 W 158 0.201 0 5.69 897 4.35 686 all 1172 0.201 0 5.69 6668 4.35 5101 Partitions 12C-Osw: Frm wall, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood frm, 16" o.c. stud Windows 2A-2ov: 2 glazing, Or low -e ouir, air gas, vnl frm mat, Or innr, 1/4" gap, n 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft W overhang (6.3 ft window ht, 11.67 ft sep.); 6.67 it head ht all IOC -v: 2 glazing, Or low -e ouir, air gas, vnl frm mat, Or innr, 1/4" gap, se 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 10.33 It 39 overhang (8 ft window ht, 0.5 it sep.); 6.67 ft head ht 0 2A-2ov: 2 glazing, clr low -e ouir, air gas, vnl frm mat, Or innr, 1/4" gap, s 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 It 411 overhang (3.17 ft window ht, 11.67 ft sep.); 6.67 ft head ht 0.340 2A-2ov: 2 glazing, clr low -e ouir, air gas, vnl frm mat, clr innr, 1/4" gap, s 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft 30.4 overhang (6.25 ft window ht, 11.67 ft sep.); 6.67 it head ht 97 2A-2omd: 2 glazing, clr low -e ouir, air gas, mtl no brk frm mat, Or innr, w 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.32); 10.67 ft overhang (8 ft 935 window ht, 0 it sep.); 6.67 it head ht 2180 Doors 11 DO: Door, wd sc type 227 0.091 13.0 2.58 583 1.44 327 39 0.340 0 9.62 374 10.6 411 58 0.340 0 9.62 561 30.4 1769 97 0.340 0 9.62 935 22.4 2180 23 0.340 0 9.62 218 7.41 168 5 0.340 0 9.62 48 12.2 61 19 0.340 0 9.62 185 12.2 234 64 0.580 0 16.4 1050 16.8 1078 In 17 0.390 0 11.0 190 12.0 207 wrighttsoft- 2018 -May -0314:01:29 4C'4:A ... . Righl-Suite® Universal 2018 18 0.13 RSU24011 Page 3 eAnastasiaGRE\Lo1167ThombrookeAnaslasiaGRE.rup Calc - MJ8 House faces: E Ceilings 1613-38ad: Attic ceiling, asphalt shingles root mat, r-38 ceil ins, 1/2" 13 0.026 gypsum board int fnsh Floors 22A-tpl: Bg floor, light dry soil, on grade depth 148 0.989 0- wrightsoft^ Right-Suile® Universal 2018 18.0 13 RSU24011 eAnaslasiaGRE\Lo1167ThombrookeAnaslasiaGRE.rup Calc = MJ8 House faces E 38.0 0.74 10 1.41 19 0 28.0 4140 0 0 2018 -May -03 14 01 29 Page 4 CoNwrlemm Component Constructions ahu 2 Job: Date: By: Lot167T hombrookeAna... DELAIR 6/4/2014`' rums FJF 28 DEL -AIR HEATING & AIR CONDITIONING 30Relativehumidity (%) 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax 407.333.3853 Web WWW.DEL-AIR.COM For: Taylor Morrison 520 RED ROSE LANE, Sanford, FL 32771 Location Orlando Intl AP, FL, US Elevation: 95 ft Latitude: 28°N Outdoor: Heating Dry bulb (°F) 42 Daily range (°F) - Wet bulb (°F) - Wind speed (mph) 15.0 HeatingIndoor: 70Indoortemperature (°F) 28DesignTD (°F) 30Relativehumidity (%) Cooling Moisture difference (gr/Ib) 93 Infiltration: 17 ( M) Method 76 Construction quality 7.5 Fireplaces Heating Cooling 70 75 28 18 30 50 1.5 46.4 Simplified Average 0 Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain M BWhMI-•F At- •FBEWh BGWh/W Bdh DOW 81uh Walls 12C-Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood frm, 16" o.c. stud Partitions none) n 461 0.091 13.0 2.58 1186 2.34 1079 e 240 0.091 13.0 2.58 618 2.34 562 s 470 0.091 13.0 2.58 1209 2.34 1100 w 200 0.091 13.0 2.58 515 2.34 469 all 1370 0.091 13.0 2.58 3528 2.34 3210 Windows 2A-2ov: 2 glazing, Or low -e outr, air gas, vnl frm mat, clr innr, 1/4" gap, n 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 it e overhang (5 ft window ht, 1 it sep.); 6.67 ft head ht s w W all 2A-2ov: 2 glazing, Or low -e ouir, air gas, vnl frm mat, Or innr, 1/4" gap, s 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 it overhang (3 ft window ht, 1 ft sep.); 6.67 It head ht Doors none) Ceilings 16B-38ad: Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 1/2" gypsum board int fnsh Floors 20P-191: Fir floor, frm fir, 12" thkns, r-19 cav ins, gar ovr 30 0.340 0 9.62 289 10.6 317 30 0.340 0 9.62 289 30.4 911 15 0.340 0 9.62 144 10.8 162 30 0.340 0 9.62 289 30.4 911 40 0.340 0 9.62 385 30.4 1214 145 0.340 0 9.62 1395 24.2 3515 6 0.340 0 9.62 58 10.6 63 1469 0.026 38.0 0.74 1081 1.41 2072 13 0.050 19.0 1.41 18 0.71 9 wrightsoft- 2018 -May -0314:01:29 AMRight - Suite® Universal 2018 18 0.13 RSU24011 Pape 5 eAnaslasiaGRE\Lot167ThombrookeAnastasiaGRE.rup Calc = MJB House faces E w DEL -AIR Project Summary Job: Lot167rhombrookeAna... 7 Date: 6/4/2014 im1ma•utt>olmmOHM Entire House By: FJF 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 520 RED ROSE LANE, Sanford, FL 32771 Notes: RVSD 2/1/16 JA 25819 LS 3/8/16 Ducts LS 6/21/16 JA Btuh LS 10/27/16 JA 0 Information LS 3/ 17 A Btuh LS 11/ ,g,6; Orlando Intl AR FL, US Winter Design *WN Summer Design Conditions Outside db LS 4/12/18taA°F Outside db 93 OF Inside db LS 5/3/18 JIA OF Inside db 75 OF Design TD 28 OF Design TD 18 OF Heating Summary Structure 25819 Btuh Ducts 7202 Btuh Central vent (0 ctm) 0 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 33021 Btuh Infiltration 37388 Btuh Method Simplified Construction quality Model n/a Average Fireplaces AH R I ref n/a 0 Dally range Relative humidity Moisture difference M 50 % 46 gr/Ib Sensible Cooling Equipment Load Sizing Structure Heating Cooling Area (W) 2582 2582 Volume (f13) 26938 26938 Air changes/hour 0.41 0.21 Equiv. AVF (cfm) 184 94 Heating Equipment Summary ton Make n/a 37388 Btuh Trade n/a Trade n/a Model n/a Cond n/a AH R I ref n/a Coil n/a Efficiency n/a Heating input Efficiency Heating output 0 Btuh Temperature rise Btuh 0 OF Actual air flow Btuh 0 cfm Air flow factor Btuh 0 cfm/Btuh Static pressure cfm 0 in H2O Space thermostat n/a Static pressure Dally range Relative humidity Moisture difference M 50 % 46 gr/Ib Sensible Cooling Equipment Load Sizing Structure 26380 Btuh Ducts 11008 Btuh Central vent (0 cfm) 0 Btuh Blower 0 Btuh Use manufacturer's data y Btuh Rate/swing multiplier 1.00 ton Equipmenisensible load 37388 Btuh Latent Cooling Equipment Load Sizing Structure 4165 Btuh Ducts 2225 Btuh Central vent (0 cfm) 0 Btuh Equipment latent load 6390 Btuh Equipment Total Load (Sen+Lat) 43778 Btuh Req. total capacity at 0.70 SHR 4.5 ton Cooling Equipment Summary Make n/a Trade n/a Cond n/a Coil n/a AHRI ref n/a Efficiency n/a Sensible cooling 0 Btuh Latent cooling 0 Btuh Total cooling 0 Btuh Actual air flow 0 cfm Air flow factor 0 ctm/Btuh Static pressure 0 in H2O Load sensible heat ratio 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- 2018 -May -0314.01:29 A •- - -- Right-Suile® Universal 2018 18.0.13 RSU24011 Page 1 eAnaslasiaGRE\Lot167ThombrookeAnastasiaGRE.rup Calc = MJ8 House faces: E 1' DEL -AIR Project Summary Job: Lot167ThombrookeAna... Project 7 Date: 6/4/2014 I ruu•ncolmrlel.w ahu 1 By: FJF 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 520 RED ROSE LANE, Sanford, FL 32771 Notes: RVSD 2/1/16 JA Heating LS 3/8/16 Area (ft2 LS 6/21/16 JA 1467 LS 10/27/16 JA 13715 Information 112 17 A 0.20 LS 11J?A Orlando Intl AP, FL, US Winter Design tolif" Summer Design Conditions Outside db LS 4/12118MOF Outside db 93 OF Inside db LS 50187A OF Inside db 75 OF Design TD 8 OF Design TD 18 OF Heating Summary Structure 16745 Btuh Ducts 2905 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 19651 Btuh Infiltration Method Construction quality Fireplaces Simplified Average Heating Equipment Summary Make Lennox Trade MERIT Model 14H PX- 024- 230-19 AH R I ref 10258598 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point = 38 OF 8.5 HSPF 21800 Heating cooling Area (ft2 1467 1467 Volume (W) 13715 13715 Air changes/hour 0.38 0.20 Equiv. AVF (cfm) 88 45 Heating Equipment Summary Make Lennox Trade MERIT Model 14H PX- 024- 230-19 AH R I ref 10258598 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point = 38 OF 8.5 HSPF 21800 Btuh @ 47°F 24 OF 840 cfm 0.043 cfm/Btuh 0.30 in H2O Backup: Input = 5 kW, Output = 16909 Btuh, 100 AFUE Dally range Relative humidity Moisture difference M 50 % 46 gr/Ib Sensible Cooling Equipment Load Sizing Structure 16090 Btuh Ducts 4246 Btuh Central vent (0 cfm) 0 Btuh none) AH R I ref 10258598 Blower 0 Btuh Use manufacturer's data Rate/swing multiplier 1.00 Equipment sensible load 20337 Btuh Latent Cooling Equipment Load Sizing Structure 2611 Btuh Ducts 839 Btuh Central vent (0 cfm) 0 Btuh none) AH R I ref 10258598 Equipment latent load 3450 Btuh Equipment Total Load (Sen+Lat) 23786 Btuh Req. total capacity at 0.75 SHR 2.3 ton Cooling Equipment Summary Make Lennox Trade MERIT Cond 14HPX-024-230-19 Coil CBA27UHE-024-230'++TDR AH R I ref 10258598 Efficiency 13.5 EER, 16 SEER Sensible cooling 18900 Btuh Latent cooling 6300 Btuh Total cooling 25200 Btuh Actual air flow 840 cfm Air flow factor 0.041 cfm/Btuh Static pressure 0.30 in H2O Load sensible heat ratio 0.85 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft• 2018 -May -03 14 01.29 P. •-^- -- Right-Suile® Universal 2018 18.0.13 RSU24011 Page 2ACC..eAnastasiaGRE\Lo1167ThornbrookeAnastasiaGRE rup Calc = MJ8 Nouse laces E 1 DEL -AIR Project Summary Job: Lo1167rhombrookeAna... 7 Date: 6/4/2014 1EATIM • M COMM011•pi ah f 2 By: FJF 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 520 RED ROSE LANE, Sanford, FL 32771 Notes: RVSD 2/1/16 JA Heating LS 3/8/16 Area (ftz LS 6/21/16 JA 1115 LS 10/27/16 JA 13223 13223 InformationDesign LS 3/ 17 A 0.22 LS 11/!p Orlando Intl AR FL, US Winter Design 04Y:}',7A Summer Design Conditions Outside db LS 4/1211812A°F Outside db 93 OF Inside db LS 5/3/18 OF Inside db 75 OFJA Design TD 8 OF Design TD 18 OF Heating Summary Structure 9074 Btuh Ducts 4297 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 13371 Btuh Infiltration Method Construction quality Fireplaces Simplified Average Heating Equipment Summary Make Lennox Trade MERIT Model 14H PX -024-230-19 AHRI ref 10258598 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point = 29 OF 8.5 HSPF 21800 Heating cooling Area (ftz 1115 1115 Volume ()ft3) 13223 13223 Air changes/hour 0.44 0.22 Equiv. AVF (cfm) 97 49 Heating Equipment Summary Make Lennox Trade MERIT Model 14H PX -024-230-19 AHRI ref 10258598 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point = 29 OF 8.5 HSPF 21800 Btuh @ 47°F 24 OF 840 cfm 0.063 cfm/Btuh 0.30 in H2O Backup: Input = 3 kW, Output= 11784 Btuh, 100 AFUE Daily range Relative humidity Moisture difference M 50 % 46 gr/Ib Sensible Cooling Equipment Load Sizing Structure 10290 Btuh Ducts 6761 Btuh Central vent (0 cfm) 0 Btuh none) AHRI ref 10258598 Blower 0 Btuh Use manufacturer's data Sensible cooling 18900 Rate/swing multiplier Equipment sensible load 1.00 17051 Btuh Latent Cooling Equipment Load Sizing Structure 1554 Btuh Ducts 1386 Btuh Central vent (0 cfm) 0 Btuh none) AHRI ref 10258598 Equipment latent load 2941 Btuh Equipment Total Load (Sen+Lat) 19992 Btuh Req. total capacity at 0.75 SHR 1.9 ton Cooling Equipment Summary Make Lennox Trade MERIT Cond 14HPX-024-230-19 Coil CBA27UHE-024-230'++TDR AHRI ref 10258598 Efficiency 13.5 EER, 16 SEER Sensible cooling 18900 Btuh Latent cooling 6300 Btuh Total cooling 25200 Btuh Actual air flow 840 cfm Air flow factor 0.049 cfm/Btuh Static pressure 0.30 in H2O Load sensible heat ratio 0.85 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wr19htsoft- 2018 -May -0314:01:29 Right -Suite® Universal 2018 18 0.13 RSU24011 Pae 3 VP...eMastas.aGRE\W167ThombrookeAnastasiaGRE.rup Calc = MJ8 House faces: E DEL-AIR nno • M eomrnorr ra Right -J® Worksheet Entire House DEL -AIR HEATING & AIR 531 CODISCO WAY, SANFORD, FL 3277CPhoVD40 333-22GI6655 ax: 407-333-3853 Web: WWW DEL -AIR COM Job: Lot167ThombrookeAnastas... Date: 6/4/2014 By: FJF 1 Room name Entire House ahu 1 2 Exposed wall 316.9 It 147.9 ft 3 Room height 9.2 It 9.3 It 4 Room dimensions 5 Room area 2939.3 112 1470.0 112 Ty Construction U -value Or HTM Area (IM Load Area (11 Load number Btuh/11"F) BI 112) or perimeter (It) St h) or perimeter (It) Btuh) Heat 0001 Gross N/P/S Heat Cod Gross N/P/S Heal Cod 6 VII 12C-0sw 0.091 n 2.58 2.34 491 461 1186 1079 0 0 0 0 C 2A -2w 0.340 n 9.62 10.58 30 0 289 317 0 0 0 0 yl 13A-2ocs 0.201 n 5.69 4.35 508 470 2671 2044 508 470 2671 2044 1-(a 2A-2ov 0.340 n 9.62 10.58 39 0 374 411 39 0 374 411 11 y/ 12C-0sw 0.091 a 2.58 2.34 270 240 618 562 0 0 0 0 I -G 2A-2ov 0.340 a 9.62 30.36 30 0 289 911 0 0 0 0 W 13A-2ors 0.201 a 5.69 4.35 51 51 292 223 51 51 292 223 y/ 13A-2ocs 0.201 se 5.69 4.35 46 24 134 1012 46 24 134 102 G lOC-v 0.340 se 9.62 7.41 23 23 218 168 23 23 218 168 y/ 12C-0sw 0.091 s 2.58 2.34 491 470 1209 1100 0 0 0 0 2A-2Dv 0.340 s 9.62 10.58 6 6 58 63 0 0 0 0 2A-2ov 0.340 s 9.62 10.77 15 13 144 162 0 0 0 0 13A-2ocs 0.201 s 5.69 4.35 494 470 2675 2046 494 470 2675 2046 2A-2ov 0.340 s 9.62 12.15 5 0 48 61 5 0 48 61 2A-2ov 0.340 s 9.62 12.15 19 0 185 234 19 0 185 234 Vj/ 12C-0sw 0.091 w 2.58 2.34 270 200 515 469 0 0 0 0 2A-2ov 0.340 w 9.62 30.36 30 0 289 911 0 0 0 0 I-CCi 2B -21v 0.340 w 9.62 30.36 40 0 385 1214 0 0 0 0 yl 13A-2ocs 0.201 w 5.69 4.35 280 158 897 686 280 158 897 686 I- CC 2A-2Dmd 0.580 w 16.41 16.85 64 64 1050 1078 64 64 1050 1078 2A-2ov 0.340 w 9.62 30.36 58 0 561 1769 58 0 561 1769 q 12C-0sw 0.091 2.58 1.44 244 227 583 327 244 227 583 327 D 11 D0 0.390 n 11.04 11.99 17 17 190 207 17 17 190 207 C 16B-38ad 0.026 0.74 1.41 1483 1483 1091 2091 13 13 10 19 F 2OP-191 0.050 1.41 0.71 13 13 18 9 0 0 0 0 F 22A-Ipl 0.989 27.99 0.00 1470 148 4140 0 1470 148 4140 0 6 c) AED excursion 2531 2060 Envelopeloss/gain 20108 20776 14028 11435 12 a) Infiltration 5711 1809 2717 861 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 6 1380 6 1380 Appliances/other 2415 2415 Subtotal (lines 6 to 13) 25819 26380 16745 16090 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redisinbulion 0 0 0 0 14 Subtotal 25819 26380 16745 16090 15 Duct loads 1289/6 1 42'/0 7202 11008 17% 26% 2905 4246 Total room load 33021 37388 19651 20337 Air required (cfm) 1680 1680 840 I 840 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. C }F wrlgtilmol't- 2018 -May -0314:01:29 Right -Suite® Universal 2018 18.0.13 RSU24011 page 1 eAnaslasiaGRE\Lot167ThombrookeAnastasiaGRE.rup Calc - MJ8 House laces: E 1 DEL -AIR Right -J® Worksheet Entire House D EEL-AIR HEATIIING & AIR 531 CODISCO WAY, SANFORD, FL 32771 FAone:: ao -333 266655 Fax 407-333.3853 Web WWW DEL-AIR.COM Job: LotlMhombrookeAnastas... Date: 6/4/2014 By: FJF 1 Room name ahu 2 2 Exposed wall 169.0 if 3 Room height 9.0 11 4 Room dimensions 5 Room area 1469.3 tI2 Ty Construction U -value Or HTM Area (fig Load Area Load number Btuh/ft2-•F) BI fig or perimeter (It) Btuh) or perimeter Heat Cod Gross N/P/S Heal Cod Gross N/P/S Heal Cool 6 VL 12C-Osw 0.091 n 2.58 2.34 491 461 1186 1079 Ci 2A-2ov 0.340 n 9.62 10.58 30 0 289 317 Y-G2A•2ov 13A-2ocs 0.201 n 5.69 435 0 0 0 0 0.340 n 962 10.58 0 0 0 0 11 Vjl 12C-Osw 0.091 a 2.58 2.34 270 240 618 562 I -(i 2A-2ov 0.340 a 9.62 30.36 30 0 289 911 W 13A-2ocs 0201 a 5.89 4.35 0 0 0 0 y/ 13A-2ocs 0.201 se 5.69 4.35 0 0 0 0 tOC-v 0.340 se 9.62 7.41 0 0 0 0 y/ 12C-Osw 0.091 s 2.58 2.34 491 470 1209 1100 2A-2ov 0.340 s 9.62 10.58 6 6 58 63 I----( C?; 2A -2w 0.340 s 9.62 10.77 15 13 144 162 13A-2ocs 0.201 s 5.69 4.35 0 0 0 0 2A-2ov 0.340 s 9.62 12.15 0 0 0 0 2A-2ov 0.340 s 9.62 12.15 0 0 0 0 y/ 12C-Osw 0.091 w 2.58 2.34 270 200 515 469 2A-2ov 0 340 w 9.62 30.36 30 0 289 911 L-fCa 2B -21v 0.340 w 9.62 30.36 40 0 385 1214 13A-2ocs 0.201 w 5.69 4.35 0 0 0 0 IL--- ffii T=2 2A-2omd 0.580 w 16.41 16.85 0 0 0 0 2A -2w 0.340 w 9.62 30.36 0 0 0 0 R 12C-Osw 0 091 2.58 1.44 0 0 0 0 I -D 11 DO 0 390 n 11.04 11.99 0 0 0 0 C 16B-38ad 0.026 0.74 1.41 1469 1469 1081 2072 F 2OP-191 0.050 1.41 0.71 13 13 18 9 F 22A4pl 0.989 27.99 0.00 0 0 0 0 6 c) AED excursion 472 Envelope loss/gain 6080 9342 12 a) Inlinration 2994 948 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 0 0 Appliances/other 0 Subtotal (lines 6 to 13) 9074 10290 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 9D74 10290 15 Duct loads 47% 669/0 4297 6761 Total room load 13371 17051 Air required (cfm) 840 840 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. C wr IgFstso,f't- 2018 -May -03 14:01.29 Righl-Suite® Universal 2018 18.0.13 RSU24011 Page 2 eAnaslasiaGRE\Lot167ThornbrookeAnastasiaGRE rup Calc - MJ8 House faces. E R DEL -AIRAmo•=e Right -J® Worksheet ahu 1 DEL -AIR HEATING & AIR 531 CODISCO WAY, SANFORD, FL 3277 1 PAND407I333nz616N5 Fax: 407.333.3853 Web: WWW DEL•AIR.COM Job: LotllMhombrookeAnastas... Date: 6/4/2014 By: FJF 1 Room name ahu 1 mstr rm 2 Exposed wall 147.9 It 42.0 It 3 Room height 9.3 It 9.3 It heal/cool 4 Room dimensions 17.0 x 15.5 If 5 Room area 1470.0 It' 263.5 fly Ty Construction U -value Or HTM Area (It2) Load Area (III Load number Btuh/IIZ"F) Bt 112) or perimeter (11) Bt h) or perimeter (11) 81uh) Heat cool Gross N/P/S Heal cool Gross N/P/S Heat cool 6 yl 12C-0sw 0.091 n 0.00 0.00 0 0 0 0 0 0 0 0 G 2A•2ov 0.340 n 0.00 0.00 0 0 0 0 0 0 0 0 yl 13A•2ors 0.201 n 5.69 4.35 508 470 2671 2044 89 89 504 386 C 2A-2Dv 0.340 n 9.62 10.58 39 0 374 411 0 0 0 0 11 yl 12C-0sw 0.091 a 0.00 0.00 0 0 0 0 0 0 0 0 I -G 2A -2w 0.340 a 0.00 0.00 0 0 0 0 0 0 0 0 W 13A-2ors 0.201 a 5.69 4.35 51 51 292 223 0 0 0 0 Y 13A-tors 0.201 se 5.69 4.35 46 24 134 102 0 0 0 0 Y--0 tOC-v 0.340 se 9.62 7.41 23 23 218 168 0 0 0 0 y/ 12C-0sw 0.091 s 0.00 0.00 0 0 0 0 0 0 0 0 2A•2Dv 0.340 s 0.00 0.00 0 0 0 0 0 0 0 0 I_( G 2A•2ov 0.340 s 0.00 000 0 0 0 0 0 0 0 0 ILS13A-2ocs 0.201 s 5.69 4.35 494 470 2675 2046 159 159 902 690 2A-2w0.340 s 9.62 12.15 5 0 48 61 0 0 0 0 L 2A-2ov 0.340 s 9.62 12.15 19 0 185 234 0 0 0 0 Vjl 12C-0sw 0.091 w 0.00 0.00 0 0 0 0 0 0 0 0 I-CC 2A-2Dv 0.340 w 0.00 0.00 0 0 0 0 0 0 0 0 28-21v 0.340 w 0.00 0.00 0 0 0 0 0 0 0 0 y/ 13A•2ocs 0.201 w 5.69 4.35 280 158 897 686 145 86 491 376 I- fC 2A•2omd 0.580 w 16.41 16.85 64 64 1050 1078 0 0 0 0 2A•2Dv 0.340 w 9.62 30.36 58 0 561 1769 58 0 561 1769 I 12C-0sw 0.091 2.58 1.44 244 227 583 327 0 0 0 0 D 11D0 0.390 n 11.04 11.99 17 17 190 207 0 0 0 0 c 16B•38ad 0.026 0.74 1.41 13 13 10 19 0 0 0 0 F 2OP•191 0.050 0.00 0.00 0 0 0 0 0 0 0 0 F 22A4pl 0.989 27.99 0.00 1470 148 4140 0 264 42 1176 0 6 c) AED excursion 2060 901 Envelope loss/gain 14028 11435 3634 4122 12 a) Infiltration 2717 861 771 244 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 6 13W 1 230 Appliances/other 2415 600 Subtotal (lines 6 to 13) 16745 16090 4405 5196 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 16745 16090 4405 5196 15 Duct bads 170/. 261/6 2905 4246 1 N 26% 764 1371 Total room load 19651 20337 T5169 6567 Air required (clm) 840 840 221 271 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. FWwrtghtsof!- 2018 -May -0314:01:29 Right -Suite® Universal 2018 18.0.13 RSU24011 Pape 3 eAnastasiaGRE\Lo1167ThornbrookeAnastas!aGRE.rup Calc = MJ8 House laces: E j DEL -AIR nom • corttnrouro Right -J® Worksheet ahu 1 DEL -AIR HEATING & AIR 531 CODISCO WAY, SANFORD, FL 327 noVeDno 3N2GI6N5 Fax: 407.333-3853 Web: WWW.DEL•AIR.COM Job: Lot16TThombrookeAnastas... Date: 6/4/2014 By: FJF 1 Room name mstr bth mstr wic 2 Exposed wall 12.0 It 0 It 3 Room height 9.3 1t heal/cool 9.3 1t heal/cool 4 Room dimensions 12.0 x 8.0 it 6.5 x 7.5 it 5 Room area 96.0 f12 48.8 I12 Ty Construction U -value Or HTM Area (ft2) Load Area (I12) Load number BtutVfl2-•F) BtuWlt2) or perimeter (It) Btuh) or perimeter (It) Stuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 VLG12C-0sw 0.091 n 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov, 0.340 n 0.00 0.00 0 0 0 0 0 0 0 0 yl 13A-2ocs 0.201 n 5.69 4.35 0 0 0 0 0 0 0 0 G 2A-2ov 0.340 n 9.62 10.58 0 0 0 0 0 0 0 0 11yl 12C-0sw 0.091 a 0.00 0.00 0 0 0 0 0 0 0 0 IL; 2A-2ov 0.340 a 0.00 0.00 0 0 0 0 0 0 0 0 W 13A-2ocs 0.201 a 5.69 4.35 0 0 0 0 0 0 0 0 Y-- 13A•2ocs 0.201 se 5.69 4.35 0 0 0 0 0 0 0 0 t --G tOC•v 0.340 se 9.62 7.41 0 0 0 0 0 0 0 0 12C-0sw 0.091 5 0.00 0.00 0 0 0 0 0 0 0 0T=2 2A-2ov 0.340 s 0.00 0.00 0 0 0 0 0 0 0 0 I---- GG 2A-2ov 0.340 s 0.00 0.00 0 0 0 0 0 0 0 0 13A-2ocs 0.201 s 5.69 4.35 112 112 637 487 0 0 0 0 2A-2Dv 0.340 s 9.62 12.15 0 0 0 0 0 0 0 0 2A•2ov 0.340 s 9.62 1215 0 0 0 0 0 0 0 0 Vj/ 12C-0sw 0.091 w 0.00 000 0 0 0 0 0 0 0 0 I- CC 2A-2Dv 0.340 w 0.00 0.00 0 0 0 0 0 0 0 0 2B -21v 0.340 w 0.00 0.00 0 0 0 0 0 0 0 0 Vjl 13A-2ocs 0.201 w 5.69 4.35 0 0 0 0 0 0 0 0 I-fC% 2A-Zomd 0.580 w 16.41 16.85 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 q 12C-Osw 0.091 2.58 1.44 0 0 0 0 0 0 0 0 D 11 D0 0.390 n 11.04 11.99 0 0 0 0 0 0 0 0 C 16B•38ad 0.026 0.74 1.41 0 0 0 0 0 0 0 0 F 20P-191 0.050 0.00 0.00 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 27.99 0.00 96 12 336 0 49 0 0 0 6 c) AED excursion 15 0 Envelope loss/pain 973 472 0 0 12 a) Irdinration 220 70 0 0 b) Room ventilation 0 0 0 0 13 Internal pains: Occupants @ 230 0 0 0 0 Appliances/other 0 1 5 Subtotal (lines 6 to 13) 1193 542 0 5 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribulron 0 0 0 0 14 Subtotal 1193 542 0 5 15 Duct load. 17% 26% 207 143 171/6 26% 0 1 Total room bad 1400 685 06 Air required (clm) 60 28 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. C wrlgFets4M. 2018 -May -0314:01.29 4A. Right -Suite® Universal 2018 18.0.13 RSU24011 eAnaslasiaGRE\Lot167ThombrookeAnastasiaGRE rup Calc = MJ8 House faces- E Pape 4 RDEL--AIR nwo-=wwnmww Right -J® Worksheet ahu 1 DEL -AIR HEATING & AIR 531 CODISCO WAY, SANFORD, FL 327 hone 407-333-2665165Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: LotlMhombrookeAnastas... Date: 6/4/2014 By: FJF 1 Room name mstr we study 2 Exposed wall 0 it 21.0 It 3 Room height 9.3 It heat/cool 9.3 It heat/cool 4 Room dimensions 5.5 x 3.5 It 10 x 146 5 It 5 Room area 19.3 112 146.5 I12 Ty Construction U -value Or HTM Area (ft2) Load Area (It2) Load number Btuh/112-°F) Bt 112) or perimeter (It) Bt h) or perimeter (11) Bluh) Heat Cod Gross N/P/S Heal Cod Gross N/P/S Heat Cod 6 Vy 12C-0sw 0.091 n 0.00 0.00 0 0 0 0 0 0 0 0 I --fa 2A -ZDV 0.340 n 0.00 0.00 0 0 0 0 0 0 0 0 y/ 13A-2ocs 0.201 n 5.69 435 0 0 0 0 0 0 0 0 G 2A-2Dv 0 340 n 9.62 10.58 0 0 0 0 0 0 0 0 11 VI 12C-0sw 0.091 a 0.00 0.00 0 0 0 0 0 0 0 0 i 2A -2w 0.340 a 0.00 0.00 0 0 0 0 0 0 0 0 W 13A-2ocs 0.201 a 5.69 4.35 0 0 0 0 51 51 292 223 Y 13A-2ocs 0.201 se 5.69 4.35 0 0 0 0 0 0 0 0 I -GG I0c-v 0.340 se 9.62 7.41 0 0 0 0 0 0 0 0 y/ 12C-0sw 0.091 s 0.00 0.00 0 0 0 0 0 0 0 0 2A-2Dv 0.340 s 0.00 0.00 0 0 0 0 0 0 0 0 Lam-{( 2A-2Dv 0.340 s 000 0.00 0 0 0 0 0 0 0 0 13A-2ocs 0.201 s 5.69 4.35 0 0 0 0 145 125 713 545 2A-2Dv 0.340 s 9.62 12.15 0 0 0 0 0 0 0 0 2A-2ov 0.340 s 9.62 12.15 0 0 0 0 19 0 185 234 12C-0sw 0.091 w 0.00 0.0D 0 0 0 0 0 0 0 0T=2 2A-2Dv 0.340 w 0.00 0.00 0 0 0 0 0 0 0 0 L--fC 2B -21v 0.340 w 000 0.00 0 0 0 0 0 0 0 0 Vjl 13A-2ocs 0.201 w 569 4.35 0 0 0 0 0 0 0 0 2A-2Dmd 0.580 w 16.41 16.85 0 0 0 0 0 0 0 0 2A -217v 0.340 w 962 30.36 0 0 0 0 0 0 0 0 q 12C-0sw 0.091 2.58 1.44 0 0 0 0 0 0 0 0 D 11 DO 0.390 n 11.04 11.99 0 0 0 0 0 0 0 0 C 168.38ad 0.026 0.74 1.41 0 0 0 0 0 0 0 0 F 20P-191 0.050 000 0.00 0 0 0 0 0 0 0 0 F 22A4pl 0.989 27.99 0.00 19 0 0 0 147 21 588 0 6 c) AED excursion 0 31 Envelope losstgain 0 0 1778 1034 12 a) Infiltration 0 0 386 122 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 5 1 0 Subtotal (lines 6 to 13) 0 5 2164 1156 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistnbulion 0 0 0 0 14 Subtotal 0 5 2164 1156 15 Duct loads 17% 26% 0 1 17% 26% 375 305 Total room load 0 62539 1461 Air required (elm) 0 0 109 60 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrtghtsol't- Right -Suite® 2018 -May -03 14.01.29 Universal 2018 18.0.13 RSU24011 page 5 eAnastasiaGRENLo1167ThornbrookeAnastasiaGRE rup Calc = M.18 House faces: E QEL-AIR neo • ai twrmrorno Right -J® Worksheet ahu 1 DEL -AIR HEATING & AIR 531 CODISCO WAY, SANFORD, FL 32 C ND40 333165 Fax: 407-333-3853 Web WWW.DEL•AIR.COM Job: LotlMhombrookeAnastas... Date: 6/4/2014 By: FJF 1 Room name ulil pwdr 2 Exposed wall 40 It 4.0 It 3 Room heigN 9.3 It heat/cod 9.3 It heat/cool 4 5 Room dimensions Room area 4.0 x 11.5 It 46.0 IIT 4.0 x 11.5 It 46.0 112 Ty Construction U -value Or HTM Area (ft2) Load Area (It2) Load BtuWliZ•F) BI 112) or perimeter (It) Btuh) or perimeter (It) Btuh) Heal Cod Gross N/P/S Heal Cool Gross N/P/S Heat Cod 6 y/ 12C-0sw 0.091 n 0.00 0.00 0 0 0 0 0 0 0 0 C 2A-2Dv 0.340 n 0.00 0.00 0 0 0 0 0 0 0 0 I 13A-2ocs 0.201 n 5.69 4.35 0 0 0 0 0 0 0 0 G 2A•2Dv 0.340 n 9.62 10.58 0 0 0 0 0 0 0 0 1112C-0swy/LG 0.091 a 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov 0.340 a 0.00 0.00 0 0 0 0 0 0 0 0 W 13A-2ocs 0.201 a 5.69 4.35 0 0 0 0 0 0 0 0 Y-- 13A•2ocs 0.201 se 5.69 4.35 0 0 0 0 0 0 0 0 I --G tOC•v 0.340 se 9.62 7.41 0 0 0 0 0 0 0 0 Vy 12C-Osw 0.091 s 0.00 0.OD 0 0 0 0 0 0 0 0 2A•2Dv 0.340 s 0.00 0.OD 0 0 0 0 0 0 0 0 I----((; 2A-2Dv 0.340 s 0.00 0.00 0 0 0 0 0 0 0 0 13A-2ocs 0.201 s 5.69 4.35 37 37 212 162 37 32 184 141 2A-2ov 0.340 s 9.62 12.15 0 0 0 0 5 0 48 61 2A•2Dv 0.340 s 9.62 12.15 0 0 0 0 0 0 0 0 12C-Osw 0.091 w 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov 0.340 w 000 0.00 0 0 0 0 0 0 0 0 2B -21v 0.340 w 0.00 0.00 0 0 0 0 0 0 0 0 Vj/ 13A-2ocs 0.201 w 5.69 4.35 0 0 0 0 0 0 0 0 CC 2A-2omd 0.580 w 16.41 16.85 0 0 0 0 0 0 0 0 2A•2Dv 0.340 w 9.62 30.36 0 0 0 0 0 0 0 0 R 12C-Osw 0.091 2.58 1.44 0 0 0 0 0 0 0 0 D 11 DO 0.390 n 11.04 11.99 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0.74 1.41 0 0 0 0 0 0 0 0 F 20P•191 0 050 0.00 0.00 0 0 0 0 0 0 0 0 F 22A-tpI 0.989 27.99 0.00 46 4 112 0 46 4 112 0 6 c) AED excursion 21 10 Envelope loss/gain 324 142 344 211 12 a) Infiltration 73 23 73 23 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 600 0 Subtotal (lines 6 to 13) 398 765 417 235 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 398 765 417 235 15 Duct bads 117% 26% 69 202 17^/0 269/6 72 62 Total room bad 467 967 490 297 Air required (cIm) 20 40 21 12 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrlglstsofC- 2018 -May -0314:01:29 P. Right•Suite® Universal 2018 18.0.13 RSU24011leePage 6 eAnastasiaGRE\Lo1167ThornbrookeAnastasiaGRE rup Calc = M,18 House faces: E DEL --AIR rrmre • m caonmr o Right -J® Worksheet ahu 1 DEL -AIR HEATING & AIR 531 CODISCO WAY, SANFORD, FL 327CRhoJeD4071333nz616N5 Fax: 407-333-3853 Web WWW.DEL•AIR.COM Job: 1.011671'hombrookeAnastas... Date: 6/4/2014 By: FJF Room name family rrrl dining rm 2 Exposedwall 35.011 10.0 It 3 Room height 9.3 It heal/cool 9.3 it heaYcool 4 Room dimensions 20.5 x 14.5 It 1.0 x 210.0 It 5 Room area 297.3 Its 210.0 IF Ty Construction U -value Or HTM Area (119 Load Area (II) Load number BtuWI12-*F) BI Ill or perimeter (It) BI h) or perimeter (It) Btuh) Heal Cod Gross N/P/S Heal Cod Gross N/P/S Heal Cod 6 yl 12C-0sw 0.091 n 0.00 0.00 0 0 0 0 0 0 0 0 fi 2A-2Dv 0.340 n 0.00 0.00 0 0 0 0 0 0 0 0 Y---G2A•2Dv 13A•2ocs 0.201 n 5.69 4.35 191 191 lose 832 93 54 310 237 0.340 n 9.62 10.58 0 0 0 0 39 0 374 411 11 1C-Osw 0.091 a 0.00 0.00 0 0 0 0 0 0 0 0 22A 2Dv 0.340 a 0.00 0.00 0 0 0 0 0 0 0 0 W 13A•2ocs 0.201 a 5.69 4.35 0 0 0 0 0 0 0 0 Y-- 13A-2ocs 0.201 se 5.69 4.35 0 0 0 0 0 0 0 0 l --G 10C•v 0.340 se 9.62 7.41 0 0 0 0 0 0 0 0 V612C-0sw 0.091 s 0.00 0.00 0 0 0 0 0 0 0 0 2A•2ov 0.340 s 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov 0.340 s 0.00 0.00 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 12.15 0 0 0 0 0 0 0 0 2A-2tuv 0.340 s 9.62 12.15 0 0 0 0 0 0 0 0 1y 12C-0sw 0.091 w 0.00 0.00 0 0 0 0 0 0 0 0 2A -20v 0.340 w 0.00 0.00 0 0 0 0 0 0 0 0 2B -21v 0.340 w 0.00 0.00 0 0 0 0 0 0 0 0 V1l 13A-2ocs 0.201 w 5.69 4.35 135 71 405 310 0 0 0 0 2A•2Dmd 0.580 w 16.41 16.85 64 64 1050 1078 0 0 0 0 L- GG 2A-2Dv 0.340 w 9.62 30.36 0 0 0 0 0 0 0 0 q 12C-Osw 0.091 2.58 1.44 0 0 0 0 0 0 0 0 0 11 DO 0.390 n 1104 11.99 0 0 0 0 0 0 0 0 C 168•38ad 0.026 0.74 1.41 0 0 0 0 0 0 0 0 F 20P•191 0.050 0.00 0.00 0 0 0 0 0 0 0 0 F 22A4pl 0.989 27.99 0.00 297 35 980 0 210 10 280 0 6 c) AED excursion 1251 25 Envelope loss/gain 3524 3472 963 623 12 a) Infiltration 643 204 184 58 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 4 920 1 230 Appliances/other 0 0 Subtotal (lines 6 to 13) 4166 4596 1147 911 Less external load 0 0 0 0 Less transfer 0 0 0 0 Rerbstnbution 0 0 0 0 14 Subtotal 4166 4596 1147 911 15 Duct bads 1175/6 261% 723 1213 179/6 26% 1% 241 Total mom bad 4889 5801 1 1346 1152 Air required (clm) 209 240 48 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. C wr gF ts4 tt - 2018 -May -0314:01:29 leeP. Right -Suite® Universal 2018 18.0.13 RSU24011 Page 7 eAnastasiaGRE%Lo1167ThombrookeAnaslasiaGRE.rup Calc = MJ8 House laces: E QEL-AIR Right -J® Worksheet ahu 1 DEL -AIR HEATING & AIR 531 CODISCO WAY, SANFORD, FL 3277C1 PhoV io -3 3-266655 Fax 407.333.3853 Web: WWW.DEL-AIR.COM Job: Lot16TThombrookeAnastas... Date: 6/4/2014 By: FJF 1 Room name pantry kitchen 2 Exposed wall 0 It 19.9 It 3 Room height 9.3 1t heat/cool 9.3 It heat/cool 4 Room dimensions 6.0 x 3.5 It 1.0 x 275.8 It 5 Room area 21.0 112 275.8 02 Ty Construction U -value Or HTM Area (fig Load Area (112) Load number BtuWft;'F) BI 112) or penmeter (11) Bt h) or perimeter (11) Btuh) Heal Cool Gross N/P/S Heat Cool Gross N/P/S Heal Cool 6 VII 12C-Osw 0.091 n 0.00 0.00 0 0 0 0 0 0 0 0 C 2A-2ov 0.340 n 0.00 0.00 0 0 0 0 0 0 0 0 V)I 13A-2ocs 0.201 n 5.69 4.35 0 0 0 0 135 135 770 589 C 2A-2ov 0.340 n 9.62 10.58 0 0 0 0 0 0 0 0 11 Vy 12C.Osw 0.091 a 0.00 0.00 0 0 0 0 0 0 0 0 C 2A-2Dv 0.340 a 0.00 0.00 0 0 0 0 0 0 0 0 W 13A-2ocs 0.201 a 5.69 4.35 0 0 0 0 0 0 0 0 YVy 13A-2ocs 0.201 se 5.69 4.35 0 0 0 0 46 24 134 102 G IOC -v 0.340 se 9.62 7.41 0 0 0 0 23 23 218 168 yl 12C-Osw 0.091 s 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov 0.340 s 0.00 0.00 0 0 0 0 0 0 0 0 GGI 2A-2ov 0.340 s 0.00 0.00 0 0 0 0 0 0 0 0 Vy 13A-2ocs 0.201 s 5.69 4.35 0 0 0 0 5 5 27 20 2A-2ov 0.340 s 9.62 12.15 0 0 0 0 0 0 0 0 L^ 2A-2Dv 0.340 s 9.62 12.15 0 0 0 0 0 0 0 0 Vj/ 12C-Osw 0.091 w 000 0.00 0 0 0 0 0 0 0 0 2A-2ov 0.340 w 0.00 0.00 0 0 0 0 0 0 0 0 1-fCa 28-21v 0.340 w 0.00 0.00 0 0 0 0 0 0 0 0 VN 13A-2ocs 0.201 w 5.69 4.35 0 0 0 0 0 0 0 0 2A-2omd 0.580 w 16.41 16.85 0 0 0 0 0 0 0 0 11---- lCi 2A-2Dv 0.340 w 9.62 30.36 0 0 0 0 0 0 0 0 R 12C-Osw 0.091 2.58 1.44 0 0 0 0 244 227 583 327 D 11 DO 0.390 n 11.04 11.99 0 0 0 0 17 17 190 207 C 16B-38ad 0.026 0.74 1.41 0 0 0 0 13 13 10 19 F 20P-191 0.050 0.00 0.00 0 0 0 0 0 0 0 0 F 22A-Ipl 0.989 27.99 0.00 21 0 0 0 276 20 557 0 6 c) AED excursion 0 73 Envelope loss/gain 0 0 2489 1359 12 a) IMiltration 0 0 366 116 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 5 1200 Subtotal (lines 6 to 13) 0 5 2855 2675 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redstribulion 0 0 0 0 14 Subtotal 0 5 2855 2675 15 Duct loads 17% 26% 0 1 17% 26% 495 706 Total room load 0 6 3350 3380 Air required (cfm) 0 0 1 1143 140 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrlghtsoft' 2018 -May -0314:01 29Right -Suite® Universal 2018 18.0.13 RSU24011 Page 8 eAnastasiaGRE\Lotl67ThornbrookeAnastasiaGRE rup Calc - MJ8 House faces: E DEL -AIR wffm - raw Right -J® Worksheet ahu 2 DEL -AIR HEATING & AIR 531 CODISCO WAY, SANFORD, FL 3277CPhpVeD40 333N266N5 Fax: 407.333-3853 Web WWW.DEL•AIR COM Job: LotlMhornbrookeAnastas... Date: 6/4/2014 By: FJF 1 Room name ahu 2 rm 2 2 Exposed wall 169.0 11 39.5 It 3 Room height 9.0 It 9.0 It heat/cool 4 Room dimensions 14.5 x 15.5 11 5 Room area 1469.3 02 224.8 ft2 Ty Construction U -value Or HTM Area (fig Load Area (fig Load number 810/112•F) BI fig or perimeter (It) BI h) or perimeter (It) Btuh) Heat Cool Gross N/P/S Heal Cod Gross N/P/S Heat Cod 6 yf 12C-0sw 0.091 n 2.58 2.34 491 461 1186 1079 86 86 220 200 fi 2A-2ov 0.340 n 9.62 10.58 30 0 289 317 0 0 0 0 Y 13A-2ocs 0.201 n 0.00 0.00 0 0 0 0 0 0 0 0 GC' 2A•2ov 0.340 n 0.00 000 0 0 0 0 0 0 0 0 11 Vy 12C-0sw 0.091 a 2.58 234 270 240 618 562 0 0 0 0 L -G 2A-2DV 0.340 a 9.62 30.36 30 0 289 911 0 0 0 0 W 13A-2ocs 0.201 a 0.00 0.00 0 0 0 0 0 0 0 0 Y-6 13A-2ocs 0.201 se 0.00 0.00 0 0 0 0 0 0 0 0 10C -v 0.340 se 0.00 0.00 0 0 0 0 0 0 0 0 V 12C-0sw 0.091 s 2.58 2.34 491 470 1209 1100 131 131 336 306 2A-2ov 0.340 s 9.62 10.58 6 6 58 63 0 0 0 0 2A-2ov 0.340 s 9.62 10.77 15 13 144 162 0 0 0 0 13A-2ocs 0.201 s 0.00 0.00 0 0 0 0 0 0 0 0 2A-2Dv 0.340 s 0.00 0.00 0 0 0 0 0 0 0 0 2A -ZDV 0.340 s 0.00 0.00 0 0 0 0 0 0 0 0 Vjl 12C-0sw 0.091 w 2.58 2.34 270 200 515 469 140 110 282 257 2A•2ov 0.340 w 9.62 30.36 30 0 289 911 30 0 289 911 L-fCi 2B -21v 0.340 w 9.62 30.36 40 0 385 1214 0 0 0 0 Vel 13A•2ocs 0.201 w 0.00 0.00 0 0 0 0 0 0 0 0 1- CC 2A-2omd 0.580 w 0.00 0.00 0 0 0 0 0 0 0 0 2A•2Dv 0.340 w 0.00 0.00 0 0 0 0 0 0 0 0 q 12C-0sw 0.091 0.00 0.00 0 0 0 0 0 0 0 0 0 1D0 0.390 n 0.00 0.00 0 0 0 0 0 0 0 0 C 168•38ad 0.026 0.74 1.41 1469 1469 1081 2072 225 225 165 317 F 2OP-191 0.050 1.41 0.71 13 13 18 9 0 0 0 0 F 22A-tpl 0.989 0.00 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 472 292 Envelopeloss/gam 6080 9342 1292 2283 12 a) Infiltration 2994 948 700 222 b) Room ventilation 0 0 0 0 13 Intemal gafrts: Occupants @ 230 0 0 0 0 Appliances/other 0 0 l (lines 6 to 13) 9074 10290 1992 2504 ternal load 0 0 0 0 nsfert 0 0 0 0 bulion 0 0 0 0 l 9074 10290 1992 2504 ds 470/6 66% 4297 6761 47"/, 668/6 943 1646 Total room load 13371 17051 2935 4150 Air required (dm) 840 840 184 204 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. C wrlglstsot t• I -eek Righl•Suile® Universal 2018 18.0.13 RSU24011 2018 -May -0314:01 29 Page 9 eAnaslasiaGRE\Lot167ThombrookeAnastasiaGRE rup Calc - MJ8 House faces, E DEL -AIR rtmra • ar cmnorrao Right -J® Worksheet ahu 2 DEL -AIR HEATING & AIR PNDITIO NII19531CODISCOWAY, SANFORD, FL 327 1 hone: 407-3 26 ax 407-333.3853 Web: WWW DEL-AIR.COM Job: 1.01167ThombrookeAnastas... Date: 6/4/2014 By: FJF 1 Room name loth 2 loth 3 2 Exposed wall 90 it 11.5 It 3 Room height 9.0 it heat/cool 9.0 it heat/cool 4 Room dimensions 9.0 x 6.0 it 11.5 x 6.0 it 5 Room area 54.0 f12 690 ft2 Ty Construction U -value Or HTM Area (ft2) Load Area (1t2) Load number Btuh/112-°F) Bluh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Bluh) Heat Cool Gross N/P/S Head Cool Gross N/P/S Heat Cod 6Vy 12C-0sw 0.091 n 2.58 2.34 0 0 0 0 0 0 0 0 G 2A-2ov 0.340 n 9.62 10.58 0 0 0 0 0 0 0 0 Vy 13A-2ocs 0.201 n 0.00 0.00 0 0 0 0 0 0 0 0 t_G 2A-2Dv 0.340 n 0.00 0.00 0 0 0 0 0 0 0 0 11 yl 12C-0sw 0.091 a 2.58 2.34 0 0 0 0 0 0 0 0 ILi 2A-2ov 0.340 a 9.62 30.36 0 0 0 0 0 0 0 0 W 13A-2ocs 0.201 a 0.00 0.00 0 0 0 0 0 0 0 0 I 13A-2ocs 0.201 se 0.00 0.00 0 0 0 0 0 0 0 0 G 0C -v 0.340 se 0.00 0.00 0 0 0 0 0 0 0 0 V612C-Osw 0.091 s 2.58 2.34 81 75 193 176 104 104 267 243 2A-2ov 0.340 s 9.62 10.58 6 6 58 63 0 0 0 0 2A-2ov 0.340 s 962 10.77 0 0 0 0 0 0 0 0 ILS13A-2ocs 0.201 s 0.00 0.00 0 0 0 0 0 0 0 0 2A-2Dv 0.340 s 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov 0.340 s 0.00 0.00 0 0 0 0 0 0 0 0 V/ 12C-0sw 0.091 w 2.58 2.34 0 0 0 0 0 0 0 0 2A-ZDv 0.340 w 9.62 30.36 0 0 0 0 0 0 0 0 II ----GG 2B -21v 0.340 w 9.62 30.36 0 0 0 0 0 0 0 0 V 13A-2ocs 0.201 w 0.00 0.00 0 0 0 0 0 0 0 0 2A-ZDmd 0.580 w 0.00 0.00 0 0 0 0 0 0 0 0 2A-2Dv 0.340 w 0.00 0.00 0 0 0 0 0 0 0 0 fi 12C-0sw 0.091 0.00 0.00 0 0 0 0 0 0 0 0 D 11 DO 0.390 n 0.00 0.00 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0.74 1.41 54 54 40 76 69 69 51 97 F 20P-191 0.050 1.41 0.71 0 0 0 0 0 0 0 0 F 22A-Ipl 0.989 0.00 0.00 0 0 0 0 0 0 0 0 c) AED excursion 32 36 Envelope loss/gain 291 283 317 304 16 12 a) Infinralion 159 50 204 65 b) Room verhilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/olher 0 0 Subtotal (lines 6 to 13) 450 333 521 368 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redstribution 0 0 0 0 14 Subldal 450 333 521 368 15 Duct bads 47% 669/6 213 219 475/6 66% 247 242 Total room load 663 552768 611 Air required (cfm) 42 27 48 30 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. r wrlghts - rt- 2018 -May -03 14:01:29 4A. ^'-^ Ripht•Suite® Universal 2018 18 0.13 RSU24011 Page 10 eAnastasiaGRE\Lot167ThornbrookeAnastasiaGRE.rup Calc - MJ8 House faces: E DEL -AIR renes•=Camrn Right -J® Worksheet ahu 2 DEL -AIR HEATING & AIR 531 CODISCO WAY, SANFORD, FL 3277C1 PAoV ao 3G33N266N5 ax:407.333-3853 Web: WWW.DEL•AIR COM Job: Lot167ThombrookeAnastas... Date: 6/4/2014 By: FJF 1 Room name rm 4 rm 3 wic 2 Exposed wall 28.0 11 7.0 11 3 Room height 9.0 it heat/cool 9.0 it heat/cool 4 Room dimensions 14.0 x 14.0 it 9.5 x 5.0 1t 5 Room area 196.0 ft2 47.5 fl2 Ty Construction U•value Or HTM Area (fig Load Area (fig Load number Bluh/It2-*F) BI J12) Or perimeter (It) BI h) or perimeter (1t) Btuh) Heat Cool Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 V11 12C-0sw 0.091 n 2.58 2.34 0 0 0 0 0 0 0 0 G 2A•2ov 0.340 n 9.62 10.58 0 0 0 0 0 0 0 0 y/ 13A-2ocs 0.201 n 0.00 0.00 0 0 0 0 0 0 0 0 G 2A -2A -2w0340 n 0.00 000 0 0 0 0 0 0 0 0 11 VL.G 12C-0sw 0.091 a 2.58 2.34 126 111 286 260 45 45 116 105 2A-2ov 0.340 a 9.62 30.36 15 0 144 455 0 0 0 0 W 13A•2ocs 0.201 a 0.00 0.00 0 0 0 0 0 0 0 0 Ver 13A -tors 0.201 se 0.00 0.00 0 0 0 0 0 0 0 0 Y-(' 10C•v 0.340 se 0.00 0.00 0 0 0 0 0 0 0 0 V 12C-0sw 0.091 s 2.58 2.34 126 111 286 260 18 18 46 42 L---((% 2A-2ov 0.340 s 962 10.58 0 0 0 0 0 0 0 0 2A-2Ov 0.340 s 962 10.77 15 13 144 162 0 0 0 0 13A-2ocs 0.201 s 0.00 0.00 0 0 0 0 0 0 0 0 2A-2Dv 0.340 s 0.00 0.00 0 0 0 0 0 0 0 0 2A•2Dv 0.340 s 0.00 0.00 0 0 0 0 0 0 0 0 12C-0sw 0 091 w 2.58 2.34 0 0 0 0 0 0 0 0 fCaT=2 2A.2ov 0.340 w 9.62 30.36 0 0 0 0 0 0 0 0 2B -21v 0.340 w 9.62 30.36 0 0 0 0 0 0 0 0 yl 13A-2ocs 0.201 w 0.00 0.00 0 0 0 0 0 0 0 0 IL- 2A•2Dmd 0.580 w 0.00 0.00 0 0 0 0 0 0 0 0 2A -2w 0.340 w 0.00 0.00 0 0 0 0 0 0 0 0 Fj 12C-0sw 0 091 0.00 0.00 0 0 0 0 0 0 0 0 D 11 DO 0.390 n 0.00 0.00 0 0 0 0 0 0 0 0 C 16B•38ad 0.026 0.74 1.41 196 196 144 276 48 48 35 67 F 2OP•191 0 050 1.41 0.71 0 0 0 0 11 11 16 8 F 22A•tpl 0.989 0.00 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 97 23 Envelope loss/gain 1005 1317 213 199 12 a) Irdiltration 496 157 124 39 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 1501 1474 337 239 Less external load 0 0 0 0 Less transfer 0 0 0 0 Reddstribution 0 0 0 0 14 Subtotal 1501 1474 337 239 15 Duct Wads 1475/6 66% 1 711 968 479/6 666/6 160 157 Tdal room load 2212 2442497 395 Air required (cfm) 139 120 31 19 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrlghtsoTt- 2018•May0314:01:29 Right•Suite® Universal 2018 18 0 13 RSU24011 Page 11 eAnastasiaGRE\Lo1167ThornbrookeAnaslasiaGRE.rup Calc = M.18 House laces E 1' DEL -AIR nwl- M cororrlrrao Right -J® Worksheet ahu 2 DEL -AIR HEATING & AIR 531 CODISCO WAY, SANFORD, FL 3277Cf oV ao -33 -266655 Fax: 407-333-3853 Web WWW.DEL-AIR.COM Job: LotlMhombrookeAnastas... Date: 6/4/2014 By: FJF 1 Room name rm 3 loft 2 Exposed wall 24.0 It 11.5 It 3 Room height 9.0 it heal/cool 9.0 It heat/cool 4 Room dimensions 13.0 x 11.0 It 11 5 x 11.0 It 5 Room area 143.0 02 126.5 ft2 Ty Construction U -value Or HTM Area PMLoad Area QI2) Load number BIulVlt2-•F) Bf f12) or perimeter (it) Bluh) or perimeter (It) Bluh) Heat Cool Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 Vy 12C-0sw 0.091 n 2.58 2.34 117 117 301 274 104 74 189 172 fa 2A-2ov 0.340 n 9.62 10.58 0 0 0 0 30 0 289 317 IG13A•2ocs 0.201 n 0.00 0.00 0 0 0 0 0 0 0 0 C 2A•2Dv 0.340 n 0.00 0.00 0 0 0 0 0 0 0 0 11 Vy 12C-0sw 0.091 a 2.58 2.34 99 84 216 197 0 0 0 0 I -(i 2A -2w 0.340 a 9.62 30.36 15 0 144 455 0 0 0 0 W 13A-2ocs 0.201 a 0.00 0.00 0 0 0 0 0 0 0 0 Y 13A-2ocs 0.201 se 0.00 0.00 0 0 0 0 0 0 0 0 G 10C -v 0.340 se 0.00 0.00 0 0 0 0 0 0 0 0 12C-0sw 0.091 s 2.58 2.34 0 0 0 0 0 0 0 0T2A•2w 0.340 s 9.62 10.58 0 0 0 0 0 0 0 0 I- G 2A•2ov 0.340 s 9.62 10.77 0 0 0 0 0 0 0 0 13A-20cs 0.201 s 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov 0.340 s 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov 0.340 s 0.00 0.00 0 0 0 0 0 0 0 0 12C-0sw 0.091 w 2.58 234 0 0 0 0 0 0 0 0T= 2A•2ov 0.340 w 962 30.36 0 0 0 0 0 0 0 0 2B -21v 0.340 w 9.62 30.36 0 0 0 0 0 0 0 0 Vjl 13A•2ocs 0.201 w 0.00 0.00 0 0 0 0 0 0 0 0 I-CC 2A•2omd 0 580 w 0.00 0.00 0 0 0 0 0 0 0 0 2A•2Dv 0.340 w 0.00 0.00 0 0 0 0 0 0 0 0 q 12C-0sw 0.091 0.00 0.00 0 0 0 0 0 0 0 0 D DO 0.390 n 0.00 0.00 0 0 0 0 0 0 0 0 c 16B-38ad 0.026 0.74 1.41 143 143 105 202 127 127 93 178 F 20P•191 0.050 1.41 0.71 1 1 2 1 0 0 0 0 F 22A•tpl 0.989 0.00 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 49 65 Envelope loss/gain 769 1178 571 603 12 a) Inlinration 425 135 204 65 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 1194 1312 775 668 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1194 1312 775 668 15 Duct bads I47% 669/6 1 565 862 4796 665/6 367 439 Total room bad 1759 2174 1142 1106 Air required (clm) 111 107 72 54 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrlM_2018-May-03 14:01:29 A. Right -Suite® Universal 2018 18.0 13 RSU24011 Page 12 eAnaslasiaGRE\Lotl67ThornbrookeAnastasiaGRE.rup Calc - MJ8 House laces, E 1 DEL -AIR raze-=eamrorraro Right -J® Worksheet ahu 2 DEL -AIR HEATING & AIR 531 CODISCO WAY, SANFORD, FL 32771 PhND4T IQaN IN C: 407-333.3853 Web: WWW.DEL-AIR.COM Job: LotlMhombrookeAnastas... Date: 6/4/2014 By: FJF 1 Room name open to below stairs 2 Exposed wall 35.0 It 3.5 It 3 Room height 9.0 It heal/cool 9.0 It heat/cool 4 Room dimensions 20.5 x 14.5 It 1.0 x 311.3 it 5 mRooarea 297.3 ft2 311.3 f12 Ty Construction U -value Or HTM Area (fI2) Load Area (fig Load number Btuh/02;91F) Bt 112) or perimeter (It) BI h) or perimeter (It) Bluh) Heat Cool Gross N/P/S Heat Cod Gross N/P/S Heat Cool 6 VM 12C-Osw 0.091 n 2.58 2.34 185 185 475 432 0 0 0 0 G 2A•2ov 0.340 n 9.62 10.58 0 0 0 0 0 0 0 0 Y---G2A-2ov 13A-2ocs 0.201 n 0.00 0.00 0 0 0 0 0 0 0 0 0.340 n 0.00 0.00 0 0 0 0 0 0 0 0 11 Y 0.091 a 2.58 2.34 0 0 0 0 0 0 0 0 GW Iii 2A•2ov 0.340 a 9.62 30.36 0 0 0 0 0 0 0 0 W 13A-2ocs 0.201 a 0.00 0.00 0 0 0 0 0 0 0 0 Y-- 13A•2ocs 0.201 se 0.00 0.00 0 0 0 0 0 0 0 0 I --G 10C•v 0.340 se 0.00 0.00 0 0 0 0 0 0 0 0 yl 12C-Osw 0.091 s 2.58 2.34 0 0 0 0 32 32 81 74 2A•2ov 0.340 s 9.62 10.58 0 0 0 0 0 0 0 0 I----((' 2A-2Dv 0.340 s 9.62 10.77 0 0 0 0 0 0 0 0 13A-2ocs 0.201 s 0.00 0.00 0 0 0 0 0 0 0 0 2A-2Dv 0.340 s 0.00 000 0 0 0 0 0 0 0 0 2A-2Dv 0.340 s 0.00 0.00 0 0 0 0 0 0 0 0 ILS12C-Osw 0.091 w 2.58 2.34 131 91 233 212 0 0 0 0 I-( Ci 2A-2ov 0.340 w 9.62 30.36 0 0 0 0 0 0 0 0 2B -21v 0.340 w 9.62 30.36 40 0 385 1214 0 0 0 0 Vy 13A•2ocs 0.201 w 0.00 0.00 0 0 0 0 0 0 0 0 2A•2Dmd 0.580 w 0.00 0.00 0 0 0 0 0 0 0 0 1- fCi 2A -20v 0.340 w 0.00 0.00 0 0 0 0 0 0 0 0 R 12C-Osw 0.091 000 0.00 0 0 0 0 0 0 0 0 D 11 DO 0.390 n 0.00 0.00 0 0 0 0 0 0 0 0 c 16B-38ad 0.026 0.74 1.41 297 297 219 419 311 311 229 439 F 20P•191 0.050 1.41 0.71 0 0 0 0 0 0 0 0 F 22A•tpl 0.989 0.00 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 432 47 Envelope losstgain 1312 2710 310 466 12 a) Infiltration 620 196 62 20 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) 1932 2906 372 485 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1932 2906 372 485 15 Duct bads 1 479/6 66% 1 915 1910 471/6 661% 176 319 Total room bad 2847 4816 548 804 Air required (clm) 179 237 34 40 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrl titmoTt- A&A Right -Suite® Universal 2018 18.0 13 RSU24011 2018 -May -0314.01.29 Page 13 eAnaslasiaGRE\Lot/67ThornbrookeAnastasiaGRE.rup Calc = MJ8 House faces' E RDEL-AIRDuct System Summary Job: Lotl67ThombrookeAna... e Date: 6/4/2014 rtN ahu 1 By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax 407.333.3853 Web: WWW.DEL-AIR.COM Project• • For: Taylor Morrison 520 RED ROSE LANE, Sanford, FL 32771 External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.148 in/100ft 840 cfm Cooling 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.148 in/100ft 840 cfm 162 ft Supply Branch Detail Table Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Matt Actual Ln (ft) Ftg.Egv Ln (ft) Trunk dining rm h 1346 58 48 0.196 6.0 Ox 0 VIFx 27.1 95.0 stl family rm c 5808 209 240 0.183 9.0 Ox 0 VIFx 36.2 95.0 stl kitchen h 3350 143 140 0.212 7.0 Ox 0 VIFx 18.1 95.0 stl mstr bth h 1400 60 28 0.160 5.0 Ox 0 VIFx 40.3 110.0 st3 mstr rm C 6567 221 271 0.148 9.0 Ox 0 VIFx 52.0 110.0 st3 mstr we C 6 0 0 0.164 4.0 Ox 0 VIFx 36.7 110.0 s13 mslr wic C 6 0 0 0.159 4.0 Ox 0 VIFx 41.1 110.0 st3 pantry c 6 0 0 0.209 4.0 Ox 0 VIFx 19.6 95.0 stl pwdr h 490 21 12 0.194 4.0 Oxo VIFx 28.6 95.0 stl study h 2539 109 60 0.195 7.0 Ox 0 VIFx 27.8 95.0 stl ulil c 967 20 40 0.191 4.0 Ox 0 VIFx 30.9 95.0 stl Supply Trunk Detail Table wrighttsoR- 2018 -May -0314:01:31 M - Right•SuiteO Universal 201818 0.13 RSU24011 Page 1 eAnaslasiaGRE\Lot167ThornbrookeAnastasiaGRE.rup Calc = MJ8 House laces: E Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk st3 Peak AVF 281 300 0.148 382 12.0 0 x 0 VinlFlx stl stl Peak AVF 840 840 0.148 602 16.0 0 x 0 VinlFlx wrighttsoR- 2018 -May -0314:01:31 M - Right•SuiteO Universal 201818 0.13 RSU24011 Page 1 eAnaslasiaGRE\Lot167ThornbrookeAnastasiaGRE.rup Calc = MJ8 House laces: E Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rb3 Ox 0 840 840 0 0 0 0 Ox 0 VIFx wrightsoR' 2018•May03 14:01:31 rN»• .....-. ., Righl•Suile® Universal 2018 18 0.13 RSU24011 Page 2 A . eAnaslasiaGRE\Lo1167ThombrookeAnaslasiaGRE.rup Calc . MJ8 House laces: E 1 DEL -AIR Duct System Summary Job: Lot1671rhombrookeAna... o Date: 6/4/2014 111111111 cihu 2 By: FJF 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 520 RED ROSE LANE, Sanford, FL 32771 External static pressure Pressurelosses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.202 in/100ft 840 cfm Cooling 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.202 in/1001t 840 cfm 119 it Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Matl Actual Ln (it) Ftg.Egv Ln (it) Trunk blh 2 h 663 42 27 0.318 4.0 Ox 0 VIFx 5.5 70.0 blh 3 h 768 48 30 0.311 4.0 Ox 0 VIFx 7.1 70.0 loll h 1142 72 54 0.203 7.0 Ox 0 VIFx 33.0 85.0 st2 open to below c 2408 89 119 0.274 6.0 Ox 0 VIFx 17.5 70.0 open to below -A c 2408 89 119 0.286 6.0 Ox 0 VIFx 14.0 70.0 rm 2 c 4150 184 204 0.270 8.0 Ox 0 VIFx 18.8 70.0 rm 3 h 1759 111 107 0.206 6.0 Ox 0 VIFx 31.5 85.0 st2 rm 3 wic h 497 31 19 0.202 4.0 Ox 0 VIFx 33.7 85.0 st2 nn 4 h 2212 139 120 0.281 7.0 Ox 0 VIFx 15.5 70.0 stairs c 804 34 40 0.306 6.0 Ox 0 VIFx 8.6 70.0 Name Trunk Type Htg cfm) Clg cfm) Design FR Veloc fpm) Diam in) H x W in) Duct Material Trunk st2 Peak AVF 213 181 0.202 391 10.0 0 x 0 VinlFlx 0 Name Grille Size (in) Htg cfm) Clg cfm) TEL it) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Mail Trunk rb2 Ox 0 840 840 0 0 0 0 Ox 0 VIFx wrighttsoR• 2018 -May -03 14:01,31 AA.. • .., Right-SuileO Universal 2018 18.0 13 RSU24011 Page 3 eAnastasiaGRE\Lot167ThombrookeAnastasiaGRE rup Calc = MJ8 House laces: E 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 167ThornbrookeAnastasiaGRE Builder Name: Taylor Morrison Street: 520 RED ROSE LANE Permit Office: City, State, Zip. Sanford , FL , 32771 Permit Number: Owner: Jurisdiction: 691500 Design Location: FL, Orlando COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall requirements The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. 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 9idrodceilin /soffitnsu 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 comers and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/door jambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spac as. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind owning and wiring, Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover plates and walls or ceffirins. a. in auumon, mspecuon or log walls snail De in accordance wnn me provisions or icV-auu. 5/3/2018 1:04 PM EnergyGaugeO USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 FORM R405-2017 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2017 Florida Building Code, Energy Conservation via the residential Simulated Performance Method shall include: D This checklist O A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, a -ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst-case orientation, name and version of the compliance software tool, name of individual completing the compliance report (one page) and an input summary checklist that can be used for field verification (usually four pages/may be greater). D Energy Performance Level (EPL) Display Card (one page) D HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7 O Mandatory Requirements (five pages) Required prior to CO for the Performance Method: 0 Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) O A completed Envelope Leakage Test Report (usually one page) O If Form R405 duct leakage type indicates anything other than default leakage", then a completed Form R405 Duct Leakage Test Report (usually one page) EnergyGauge® - USRCSB v6.0 5/3/2018 1:04:12 PM Page 1 of 1 FORM R405-2017 Envelope Leakage Test Report Performance FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Performance Method Project Name: Loll 67ThornbrookeAnastasiaGRE Builder Name: Taylor Morrison Street: 520 RED ROSE LANE Permit Office: City, State, Zip: Sanford, FL, 32771 Permit Number: Design Location: FL, Orlando Jurisdiction: 691500 Cond. Floor Area:: 2582 sq.ft. Cond. Volume: 23678 cu ft. Envelope Leakage Test Results Regression Data: C: Single or Multi Point Test Data R: Leakage Characteristics Required ACH(50) from FORM R405-2017: Tested ACH(50) ' : Tested leakage must be less than or equal to the required ACH(50) shown on Form R405-2017 for this building. If the tested ACH(50) is less than 3 the building must have a mechanical ventilation system. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2 ... Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. 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. pF THE ST47 5/3/2018 1:04 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 HOUSE PRESSURE FLOW: 1 Pa cfm 1 2 Pa cfm 3 Pa cfm 4 Pa cfm , 5 Pa cfm 6 Pa cfm Leakage Characteristics Required ACH(50) from FORM R405-2017: Tested ACH(50) ' : Tested leakage must be less than or equal to the required ACH(50) shown on Form R405-2017 for this building. If the tested ACH(50) is less than 3 the building must have a mechanical ventilation system. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2 ... Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the 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. pF THE ST47 5/3/2018 1:04 PM 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: 520 RED ROSE LANE Permit Number: Sanford , FL , 32771 MANDATORY REQUIREMENTS See individual code sections for full details. SECTION R401 GENERAL R401.3 Energy Performance Level (EPL) display card (Mandatory)The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553 9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4 1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 InstallationThe components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489 105(3)(f), (g) or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2 Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3. Interior doors, if installed at the time of the test, shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems, if installed at the time of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the test, shall be fully open. R402.4.2 Fireplaces. New wood -burning fireplaces shall have fight -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 IeakagdlVindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Lls/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Lls/m2), when tested according to NFRC 400 or AAMA/ WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. 5/3/2018 1:04 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R -value requirement. The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: 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. R403.1 Controls. SECTION R403 SYSTEMS R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553 993(5) or 7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes, to be "substantially leak free" in accordance with Section R403.3.3 R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41°C) or below 55°F (13'C) shall be insulated to a minimum of R-3. R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory)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 tum off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 5/3/2018 1.04 PM EnergyGauge® USA - FlaRes2017 - FBC 61h Edition (2017) Complian Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 Y2 inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage lank. 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 bumer(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 atilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation including: Natural. Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole -house mechanical ventilation system fan efficacy. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10 otherwise. R403.7 Heating and cooling equipment (Mandatory). R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This Code does not allow designer safety factors, provisions for future expansion or other factors that affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM CFM) MINIMUM EFFICACY a CFM/WATT) AIRFLOW RATE MAXIMU CFM) Range hoods Any 2.8 cfm/watl 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 Umin. a. When tested in accordance with HVI Standard 916 5/3/2018 1:04 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 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 bumers shall not be less than the design load calculated in accordance with Section R403.7.1. R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50'F (10°C), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F (4.8'C). R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on-off switch that is an integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater. Gas-fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches. Time switches or other control methods that can automatically tum off and on according to a preset schedule shall be installed for heaters and pump motors. Healers 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 -Tired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 5/3/2018 1:04 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 4 of 5 R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. R403.11 Portable spas (Mandatoryne 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. 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I i ei ZQo r ni"rrea . i an i N EO Q QI Z I 120 / 112p 12.6 I.cd 12 00 10.6 I.cd10.6 I.cdI.cd SS r 6. 1 1 OD OD OD 1 oro fidv a/c duct chow I W W Y) e 1C i Q CUN-I6' o U76N a. 11x e I Ch al. 6' . a 101.8 Lcd I ee 114 Ircd Stl •a 6' 12.12 rap 203 616 rap 7' 7 B' BRt0011 J 6I., TOfwvr. t I RI' 1' . c 0 I rn..me I C W I I r arl 1r, Z 2A Ta v/sav 1240V loll ya10.10 ^ a® 3' both duct Kh iia•1da1Retilddr aal , OcarTwft-. ce1id1/0'.1.0' t0 f'Oof Cnp as,o Code - 111602.1 Oalanc.d Alrt.= Q' e, cations 1-i Oulder w/fnn ruse pre W. 1e.r. 1,1cted 1 Ich Y Nutone 696RN8 andelC4t an dear{ t0 IMbft Ms O Q 1 Q \0 C) O Z U J 0' Q LL. Q- J J oRating N m LUU•• > Z 7J 0 5 0 Cr Must have a nWOrclearanceof1Inchesaroundther handler per the State Energy code. Ali duct has an —6 Insulation value. m CL J N C3 Cl TAYLOR MORRISON HOMES THORNBROOKE S.F. LOT 167 HOUSE TYPE• ANASTASIA 2ND FLOOR I 1 a kap BATH 2 t BATH 3 3'• WASTE STACK FROM 2NO FLOOR TF.RNIINATING TO THE 1ST FLOOR TJ : Zfi; l TAYLOR MORRISON HOMES THORNBROOKE S.F. i LOT 167 HOUSE TYPE: ANASTASIA IST FLOOR AAV KITCHEN lei All c 1 I MASTER BATH E W/M POWDER^ BATH RECORD COPY DESCRIPTION AS FURNISHED: Lot 281, THORNBROQKE PHASE 4, as recorded in Plot Book 81, Pages 70 thru 71, Public Records of Seminole County, Florida. PLOT PLAN FOR/CERTIFIED TO: Taylor Morrison df Florida, Inc. LOT 313 LOT 314 LOT 315 N 00°1455" W I pi Ja -Zul 40.00' 19.80' 19.80 Lor 281 Ok to construct single family home a with setbacks and impervious area 5.00' 15.7' shown on plan, 5q- F 7 0 COVERED• V PATIO 14.3' s.00' t CD cri o PROPOSED RESIDENCE O 'A MODEL: ANASTASIA .{Y. p0 O 2 CAR GARAGE RIGHT LOT 282 ' LOT 280 C.A 5.00' ENTRY O of I 21.3' ALK 16' ERNE 25.20' 25.20' T I f0' UT1L. ESMT.I 5' CONC. WALK 3' FLARES DRAINAGE INLET N 00° 14' 55" W(9.6.) PER DRAINAGE PLANS 40. 00' ROCKY CROVE LANE 50' R/W) TRACT I UTILITY & ACCESS R/W Ei QOM O QQ PROPOSED FINISHED SPOT GRADE ELEVATION PER DRAINAGE PLANS • BUILDING SETBACKS: V"= PROPOSED DRAINAGE FLOW FRONT - 25' LOT GRADING TYPE A REAR = 15' PROPOSED F.F. PER PLANS = 23.9' ++ SIDE = 5.0' PROPOSED GRADE PER CONSTRUCTION PLAN ++ SIDE CORNER - 10' 5.00' 194.30' lr-----0 PC) LVI 4,CVV SU.FT. LANG a 1,522 SOFT. GARAGE 400 SOFT. ENTRY 71 SOFT. LANAI 139 SO.FT. BREEZEWAY -NIA SO.FT. DRIVEWAY 403 SO.FT. A/C PAD 18 SO.FT. WALKWAY 70 SO.FT. IMPERVIOUS= 54.7 R THIS SURvLY WAS PRTPARLD FROM 1111E W/OAANipN NRNSMED TO THE SURVEYOR. MORE MAY CE OIML'R RESTRICTgNS 2,623 SO. FT. SOD a 2.177 s0_FT. CRUSEIV.4fE'YER—SCOTT do ASSOC, INC. — LAND S'URVE'YORS N/W 440 SOFT. P APRON SIDEWALK 110 200 SOFT. SOXT. PLOT PLAN ONLY" ' NOT A SURVEY) SOD 130 SOFT. TOW AREAS: CONCRETEI PROPOSED INFORMATION SHOWN BASED ON SUPPLIED PLAN AND/OR INSTRUCTIONS PERSIDEWALK CLIENT NOT FIELD VERIFIED AREA DRIVEWAY SOD 5,240 513 270 Z307 SOFT. SOFT. SOFT. SOFT. CRUSEIV.4fE'YER—SCOTT do ASSOC, INC. — LAND S'URVE'YORS LCGCND - LEGEND - P PLAT PAL, POINT ON LINE 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 rI.P. IA. FIELDIRON PIPE IRON RDD TYP. PRLLC TYPICALPOINTOr REVERSE CURVATURE POINT Or COMPOUND CURVATURE NOTLST 1. THE UNDERSIGNED DOES HEREBY C N Y THAT THIS SURVEY MEETS 111E STANWW Or PRACTICE SET FORTH DY TME /LOR/W MA" Or CONCRETEI RAA RADIAL PROFESSA " SURVEYORS AND MAPPERS W CMMWO 9,1-17 FLORIDA ADMINSTRAIIVE COOS PURSWNr TO SECTION A7t017. RORIW STAFFS SCT IA. SET 1/2' /OLD A99DLD 45i NA. NMNNRADIAL I, UNLESS EMBOSSED MYTH SURVEYOR'S SIGNATURE AND ORI6WAL RAISED SEAL THIS SLNVLY MAP OR COPIES ARE NOT VALID. M. RECOVEREDE POINT THIS SURvLY WAS PRTPARLD FROM 1111E W/OAANipN NRNSMED TO THE SURVEYOR. MORE MAY CE OIML'R RESTRICTgNS PAD. PAC. POINT Dr )[GINNING POINT Or COKNEMCEKHT CALLCALPAX CALULS CALCII.AipD PERMANENT RErcuNCE NONINEM OR EASEMENTS THAT AFFECT INS PROPERTY. A. NO UNOERCROUND 00•R01'EUFNIS NAVE BEEN Lowry UNLESS OTHER%= SHOWN. NSD CENTERLINE NAIL DISK Fi. RSL rINISNED RO011 ELEVATION BUILDINGSETDACK LIN[ 9. THIS SURVEI S PREPARm FOR IiNE 501E BENEFIT OF MOS[ CERMIED TO AND SHOULD NOT BE BLUED UPON BY ANY OTHER [NRTY. R/V r-Dr DNS DEN000IRK R ODNENSpNS SHOWN FOR FIVE LOCANON or WROYEMENTS MERLON SHOULD Nor BE USED TO RECONSTRUCT BOUNDARY UNCL ESMT. EASCNCNTCATCHE D.R ASE DENTING 7. BFARKOM ARE MSD ASSUMED DATUM AND ON THE UNE SNONN AS SSE REARM (0.0.) DRAIN DRAINAGE a CUUT10NS, IF SHOWN, ARE BASED ON NATIONAL GEODETIC 041VU Or 1020, UNLESS OTHERWISE NOTED, UTIL. CLIC UTILITYCHAINLINK rENCE 0. CERTIFICATE iF AIIIHMUTION M;. 490& VDSC C/DP.C. VODD FENCE CONCRETE ROCK POINT OF CURVAIURC SCALE N- 1 • - 20' DRAWN BY: P.I. EEC. POINT or TANGENCY DESCRIPTION CERTIFlED BY: DATE ORDER N0. R RADIUS L ARE LENGTH PLOT PLAN 05-03-2018 2))8-18 DC DELTACHORD CD CHORD DOMING NORTH THIS BUILDING/PROPERTY DOES. NOT UE WITHIN SitTHEESTABLISHEDI00YFARN1000PLANEASPER :IRM' X. CRUSENM R, R.L:I714 ZONE •1C' MAP j 121170 0053 F. SCOTT, R.LS / 4801 STATE CERT .LIC EC13003715 ELECTRICAL SERVICES, INC. HOLDER: JOSEPH STRADA 3400 St Johns Pkwy STRADAN NEC 2011/FBC 107 SANFORD.FL 877.906-1113 ELECTRIC • SECURITY ELECTRICAL LOAD CALCULATIONS MODEL: ANASTASIA 4032 10000 BUILDER TAYLOR MORRISON 5040 10000 SUBDMSON 3 5280 10000 6500 0 3.5 6168 VOLT/AMPS LARGEST LOAD. HEAT PUMPS W/SUPPLEMENTAL HEAT 15572 8000 Includes Heat Pump and Heal Strips on together 0100%. 5 10 KW SETUP Square feet Irving areal 25651 3 volt/am s 7755 Small Appliance Circuits 3 4500 Laundry Circuit 1 1500 Dishwasher 1 1500 Water Heater 1 4500 Range 1 8000 Oven 0 Cooklop 0 Microwave 1 1100 Dryer 1 5000 Disposal 1 500 Pool 0 misc misc TOTAL OTHER LOAD FIRST 10KVA(S I00% 10.000 REMAINDER @ 40% 9742 LARGESTLOAD 15572 TOTAL LOAD 35 314 V.A./ SIZE RECOMMENDED 1 200 SERVICE SIZE: 240VOLTS= 1 147 MINIMUM PER 150 NEC 34355 TON OTY KW 2 4032 10000 6500 0 2.5 5040 10000 6500 0 3 5280 10000 6500 0 3.5 6168 8000 5200 0 4 6888 8000 5200 0 5 10 KW SETUP 8160 10000 6500 0 0 4.308333 1 AC EPI 35.5 12 2.958333 TON OTY KW 1.5 2990 5000 3250 0 2 1 4032 5000 3250 7282 2.5 1 5040 5000 3250 8290 3 5280 5000 3250 0 3.5 6168 5000 3250 0 4 6888 5000 3250 0 5 5 KW SETUP 8160 5000 3250 0 15572 a o L fT''n,Q;,j Note: This Load Calc is base on the information provided by the budder. The recommended service size will be installed leaving sufficient usage for future homeowner C0 1 0 Z r- N v 2 Q1 O 151-w 1 e -e NOTE: DO NOT CUT OR ALTER TRUSSES WITHOUT CONSENT OF THIS OFFICE. BACK CHARGES WILL NOT BE ACCEPTED WITHOUT PRIOR WRITTEN APPROVAL BY OUR SERVICE DEPARTMENT AT CARPENTER CONTRACTORS OF AMERICA, INC. 877-293-9487 15'-9' 14'-4' PLAN. ITS INTENDED TO AID IN THE INSTALLATION OF TRUSSES. ENGINEERED TRUSS DRAWINGS AND RECORD COPY L ) V TILE ROOF 1 g-2260 a HANGER CHAR ft = HUS 26 ( S I MPSON) it = THA 422 (S IMPSON) d0 a— 0 ON A.F.F. REFER TO PACK FOR CONNECTION. TYPICAL 7' SETBACK CORNERSET LABELING AND SPACING ATTENTION! ae iJm r Total Truss Ounntity = 189. General Notes 1) N r.+r dot b.a" 6 d et f1dn b. a* fi e.d PGG* Pd4d v- 3) 3) Al em Rdq b 2C OL .is dbni w lions) f>< T ae bYib lin fwd Iiaiq dbtl b. O=d d m CJI IS • 06 OG a Or UWR b M 4y d. m"" 41 bd. 4.* dia¢U daofnkb b 4 r dNYd bsYq bti ROOF LOADING SCHEDULE TCLL 20 PSF HE = '7 BCDL 10 PSF TOTAL 47 PSF DURATION = 1.25 X WIND SPD/'rWE- ISO MPH ENCLOSED BLDG EXPOSURE - C USAGE - RESIDENLAI. CAT 0 WIND IMPORTANCE FACTOR= 1 UPLIFTS BASED ON= 9.2 PSF DESIGN CRITERIA FBC 2017 TPI 2014 Tm mamba c <ausme qdo TaQ. <m can = d <raamg, d mm .md rave a.emq n r® Tbo<.maaeman a d 100 pdaJo- 1.w boas. Ao d t- 1od FLOOR LOADING SCHEDUL TCLL 40 PSF 1111 = 10 PSF SCOL S PSF TOTAL = 65 PSF ALL REACTIONS OVER 5000/ AND UPIOn OVER 1000 ASHOWN ON ENGORE G. WALL KEY 9'-4- 20'-3/+ OESCWTION om. are N N ep V...d lIO at w s.av v.. es a w ee .a o N mflOOdr M Iti r ee Loot Doww110N WT. IATE CARPENTER CONTRACTORS OF AMERICA 3900 AVENUE G N. V. WINTER HAVEN FLORIOA 33880 PHONE, (WO) 939-9806 FA16 <8631 29-2188 BUILDER TAYLOR MORRISON PROJECT THORNBROOE MODEL 2592/A CCA PROJ/MOOEL/ALT 11/917/21HIM/256MA/258TA ALT OESC OTC : LOT : 187 BLOC(: DESIGNER jjp PAGE 112/16/10 330O71R 4 '=1' ENGINEERING PACKAGE Builder: TAYLOR MORRISON Project: 9A6/9A7 THORNBROOK Model/Building: 258SE/258MA/258TA Lot Alt: Lot: 16 7 Block: Unit: Address: JobNumber: N333522 Revision Date: New Load #: RA01 CARPENTER CONTRACTORS OF AMERICA, INC 3900 AVENUE G. N.W. WINTER HAVEN, FLORIDA 33880 PH (800) 959-8806 FAX (941) 294-7934 INIS M FREPAR(0 FROM COMPUTER INPUT (LOADS a DIMENSIONS) SUIRITTEO 11 TNUSS Kilt. STRONGBACK BRIDGING GUIDELINES FOR ROOF TRUSSES Strongback Bridging Guidelines for Roof Trusses Won ggback bridging for roof trusses is not a requirement of ANSi-TPI 1.2002 but it is a strongly recommended guideline by Carpenter Contractors of America. It serves the following two functions: 1) Bridging aligns the bottom chords after they are set so they are unlform along thetelling tine. This, In turn helps minimize wavy ceilings' after the Installation of drywall. 2) Bridging helps 'planing•out' the transitional or relative deflection of adjacent trusses due to in offset in spans. In either case, strongbeck brldging should not be attached to adjacent trusses that need to be jacked into place more than W inch. Strongback bridging in roof trusses does not serve as temporary or permanent bracing and is not intended to help distribute or Sher design loads between trusses. Consequently, no design loads have been accounted for with this detail and continuous strongback bridging should not be attached between common and girder trusses that have more than 11 Inch differential deflection. STRONGBACKS SHOULD BE ATTACHED TO WALLS AT THEIR OUTER ENDS OR RESTRAINED BY OTHER MEANS. STRONGBACKS SHALL BE A MINiNMUM OF 116, AND SHALL BE ATTACHED WITH A MiNIMUM OF THREE 16d COMMON OR (3) 0.131 1 3- GUN NAILS TO A 214 VERTICAL NEB MEMBER The graphic shorn on this detail is for generic illustrative purposes only. The exact location of strongback bridging will be specified by Carpenter Contractors of America. The use of strongback bridging shall in no way interfere with any other design considerations specified by the Engineer of Record or Building Designer. The nailing requirerents shown are consistent with ANSi/TPi 1.2002 for strongback bridging. N.T.S -Not To Scale) 6b60ogeacBpBetilasOetBSfiB••6SfBBREFi Oesign Crit: TPI-2002(STO)/FBC __ 10ppIR Y.1..01.0. 01 Ul p) ..• W— pK11CU nip p wp r•pt Ig01p1 "I t 00.11" 10to<t0 <.r ...0 I.tll..•R rp0a1• •0•.I0 p•pTYYI r•tR0 .0 ss M 01143 NMU 1 t' D r100<01t ArrApD 41410 4(a,146. IM 011TANT`•Iprlp • <0r•.r nil. Ot01. p rIN p0r4YTlp H0Y<Tp. rn .C.. IR. Wil p. is pOpaai Ip •0 Cp1•TH0 Is. r.I. pap• Hr IH1..t p .91N M rt0{. a <w•p1.rp nw N0.12212 ALPINE 1: a r•tt—uss. Y 1V. pl.•I O. p.ra110t • 0Y<Ip M ttYl .. pain t4aW1 .IrO •0plpac raxt<Ip0 0r 430 (8099 •l pap <R<... •pnt W pl. 9. 434 i0p101. r4•r43 •lt pp rr t</1</11Y 1..WpYa .<1..443 Hui •0/10 h, ./t..11 tH., 0411. •pll 0043 D 1W I.a p .RI/ W. .a .1431 Ia 1p•l. p nit ptlp. Kll T1.. rI. pH1... 1--t. STATE OF H IVp<rlp A —M 1-1..1 11) I.HI p r. •tt. •I I nll•pp p<.1. • a•l .. rt 1. Fist aYWFg OOIImOAMb O w a1<. I••If Iticon, .<t .. 0r M..lp•t [pipolN tp•pI1.Ilin glia, Ip rp .tat <wp4p ORSO 0439. ipR I.t ....n10 :4.111 p pa p .trr •p yr NMIq p In tppp1.111p OI IN: H FL0 tpuY. poop rp wvm t e. < Jul PdfO r TC LL PSF REF R081- 48357 TC OL PSF GATE 07/28/09 BC OL PSF ORW MCusR0a1 09209396 BC LL PSF HC -EMG OR/OR TOT.LO, PSF AR36 OUR.FAC. FROM SPACING JREF• ITT0081 Zi8 r Simpson Strong-Tie- Nood Construction Connectors Hangers I-IUA1 IUC hangers inay leu instelud or a inasunry/eonoietu wall as desenbeo below. Additionally, HU hartggrs oath one flange concealed rnav be installed similart -. HU and HUC products are heavy -duly lace-mounl jo sl hangers made from 14 -gauge galvanized steel. The HUG is a concealed flange (face Manges turned in) version of the HU. HU is available with both Ranges concealed, provided the W dimension is 251fe or greater, at 1009b of the table bad. Specify HUC. HU is available with one "a concealed when the W dimension is less than 2V+a at 100% of the table bad. Specify as an'X' version and specify Range to conceal. For ary HU or HUC shown in this catalog. the user may sUb6lilute all Iacc naL with N < 1 ii" T'ilr nr 2 sciews Model ITN2-25134 H). Follow all inslalation instructions; and use the loans from this dialog. Material: 14 gauge Finish: Galvanized, -LMAX° and stainless steel available Installation: Attach the hangers to cowele or GFCMU wAs using I rex-lu id Titen9 2 screws. Stan screws for GFCMU ('...k 23,'," - Model TI N2 -2,5234H and for wricv'te (14" .x 1 Vi - Model TTN! '251341.1) are not pr poded vvilh the hangers. Drill the i dameter hole to the specified embedment depth plus W. Alternatively, drill the Vis" -diameter hole to the specified embedment depth and blow it clean using compressed air, Caution: Oversized -diameter holes in the base material will reduce or eliminate the mechanical interlock of the threads with the base material and wd reduce the anchor's load capacity. I den Installation fool Kils are available. I hey include a Me' krill bit and hex -head driver bit (Modal TTNT01-RC) a VW'), 4'n dfil bol is also available (Madel MDBI8412). A minimum end and edge distance of I'h' is required. Options: For skewed hangers use 75% of tattle up6!! load. If hanger width is grata than 34.4-, Iha1 use RA of table cownload; othe woo use 100% of table dowiload. Codes: See p.14 for Code Reference Key Chan Concealed flanges HUC410 114. mit 116-111- SIMPSON Strong -Tie HUC410 Installed on Masonry Block End Wall min. 4. r HUC410 Installed on Masonry Block End Wall 279 Simpson Strong -Tie Plood Construction Connectors Hangers (cont.) These products are walaW m9i additional corrosion prolecloon. For more information, see p. 18. a SIMPSON Strong=Tie Model No. Fasteners Allowable Loads(DF/SP) CodeGFCMUConcrete Standard Concealed7iton' GFCMII 2 Concrete liter* 2 Joist Up611 160) Down 100/125) Uplift 160) Down 100/125) Rel' HU26 HU26X 4) 1 }: 4) I?•I 2)10d x I W 335 1,000 335 1.545 HU28 HU28X 6) '%: x 1.' b) :%' x 1$: 4)10d x 1 W 545 1,500 760 2,400 HU210 HU21OX 8) !%J* %1 V le) !•%x 1?." 4)10d x 1'h' 545 21000 760 2.415 HU46 (Min.) HUC46 8) " x I ?. 8) ' " n 1 s: 4 10d common 760 2,000 760 3,200 HU46 [Max.) HUG46 12) x i?'. 12) 4` x 11 6)10d common 1,135 3,000 1135 3.950 HUN -2 (Min.) HUC265-2 8) 1%1"> 1?:' 8) x 1?:" 4)10d common 760 2.000 760 3,200 HU26-2 (Max.) HUC26-2 12) ': x 1:: 12) x 14'." 6)10d common 1,135 3,000 1,135 3.950 HU48 (Mm.) HUG48 10) :: x 1 K' 10) Vs 1' 4)10d Common 760 2,500 760 3.725 HU48 (Max.) HUC48 14) ': r 111 14) x . .` 6) 10d common 1 1,135 3,500 1.135 4,920 HU28-2 (Mm.) HUC28-2 10)'•: x 1 s'4' 10)':4" x I 1 4)10d common 760 2.500 760 3,725 HU28.2 (Max.) HUC28-2 14) Li x 1-1; 14)'.:' r 1 t•.- 6)10d common 1,135 1500 1,135 4,920 HU410(Min.) HUC410 14)4, r1+' 14) 6)10dcommon 1,135 3,500 1135 4,920_ HU410 (Max.) HIJC410 18) 'i r P 18) ." r • i 10)10d common 1,800 4,500 1,800 4,920 HU210.2 (Min.) HUC210.2 14)'.: x 114- 14),4s 14- 6)10d common 1,135 3.500 1,135 4,920 HU210.2 (Max.) HUC210.2 18) %,.,1 14; 18),.,."x 13+ 10)10d common 1,800 4,500 1,800 5,085 HU28X Skew 4S Mot are We) 6).4% 1.' 6) '%' a 1+,., 4)10d x 1'h' 670 1.500 670 2.400 HSIA/R26.2 HSIJL/RC26.2 12) VI 11: 12) '.` r 1.: 4)16d x 2W 900 3,000 900 3,135 HU24-2 HUC24-2 4), i 74': 4),-;"% 1?. 2)10d common 380 11000 380 1,545 HU212 t111?'2Y. 10)'•1 x 2'1 10) N x 1 .4' 6)10d it 1 W 1,135 2.500 1035 2,665 HU214 RU? 141+, 112':: x ?l: 17)':: x 14,7 6)10d x I W 1,135 2,665 1,135 2,665 H1.126-2 (Min.) IJUC26-2 (Mm.) 8) i' x 7 N 0) V % 1"., 4)10d common 760 2,000 760 3,200 HU26.2 (Max.) HUC26.2 (Max.) 121 A x .'; 12) x '+: 6)10d common 1,135 3,000 1.135 3.950 170 HU26.3 (Min.) HIJC26-3 (Mm.) 8) :%: x 23': 8) !4% I;: 4)10d common 760 2,000 760 3,200 lIU26-3 (Max.) IIUC76-3 (Max.) 14':: x 5n:' 12) x 1-: 6)100 common 1,135 3,000 1,135 3,950 HU28-2 (Min.) Min.) 10) A: x ?3t 10) :.' x 144' 4)10d common _ 760_ 1,135 2.500 3.500 760 035 3,7_25 4,920 HUC28-2 HU28.2 (Max.) HUC28-2 (Max.) (14) : r : `. (14) .` r ' +: (6)10d common lIU210-2 (Min.) 1JUG210.2 (Mm.) 14) :: x 74'4" 14)',V x 1114," 6)10d common 1,135 3,500 1,135 4,920 HU210.2 (Max.) HUC210.2 (Max.) 18)':: x 24:" 18)'4, x i 100 10)10d common 1,800 4,500 1,800 5,085 HU210-3 (Min.) HUC210.3 (Min.) 14) .. x 21: 14) V x' 6)10d common 1,135 _ 3,500 1.135 4,920_ HU210.3 (Max.) HUG210.3 (Max.) 18)'.'r 2A'+' 18) '." x 1.1." 10)10d common 1,800 4,500 1,800 5,085 HU212-2 (Min.) HUC212-2 (Min.) 16) 247 16)'::' x 13:" 6)10d common 1,135 4,000 1,135 4,920 HU212-2 (Max.) HUC212-2 (Max.) 22)'•'+' r 2).' 22)'•'+' 11 }4" 10)10d common 1,350 5.085 1.350 5,085 HU212-3 (Min.) HUC217-3 (Mm.) 16) •:' r 2 16) •r x 111, 6)10d common 1,135 4,000 1.135 4,920 HU212-3 (Max.) HIJC212-3 (Max.) 22) r 21:' 22) T x t : 10)100 common 1,800 5,065 1,800 5,085 HU214.2 (Min.) HUC214.2 (Min.) 18) "V x 2y'+' 118)'-V x 13; 8)10d common 1,515 4,500 1,515 5,085 HU214.2 (Max.) HUC214-2 (Max.) 24)'•1" x 7):" 24)'::' x 13''" 12)10d common 2,015 5,085 2,015 5,085 IIU214-3 (Min.) IIUC214.3 (Min.) 18) x 23•T 18) :" x' 4: 8)10d common 1 1,515 4,500 1,515 5,085 HU214.3 (Max.) HUC214-3 (Max.) 24) '. i x 21. 24) .` x 1 .',' 12110d common 2,015 5,085 2,015 5,085 HU216 HI1216:'. 18)':: x 73:" 18) "."x 141" 8)10d x 114' 1.515 2,920 1,515 2,920 141J216-2 (Mm.) IIUC216-2 (Min.) 20) : r 2 % 20) 3 x IV 8)10d common 1,515 4,920 1,515 4,920 l IU216-2 (Max.) I IUC216-2 (Max.) 26) t r : • ." 26) 'b x 1' ." 12)10d common 2,015 5.085 2.015 5.085 HU216-3 (Min.) HUC216-3 (Mm.) 20) 5:" it iK" 20)'/+" : 1 t;" 8) lod common 1,515 4,920 1,515 4,920 HU216-3 (Max.) 111JC216-3 (Max.) 2611,V r 2X" I (26)'/." x 1 :" 12)10d common 2,015 5,085 2,015 5,085 1. Udo; bads have been increased for earthquake or wand duration %%&,% no further increase is allowed;educA Alen nthor bM'3 DOyerr,. 2. Minimum re = 2.500 psi and minimum I'm = 1,500 psi. 3. Wlwn only one ftarige is corn eaW specity right or lalt con Akilad Oaige. A. Models wrUn `X' are not stock inerts. 5. PWj,;Is 01;11 bel nk•Lak;:i such U 1 14u"8ucws ve ml e> Pot, c l !G waatty. Fasteners; l Ed wrrimun = 0.16 V ora. x 3'? long: 1(id < 215 = 0.162' di t. x 2'.e' kung. 100 a irwicn = 0.148' d a. x 3- long. ilei ), 1!-, = 0.148' d:a x 1 W knp. TTN2-25134H = :,`>• 1 r' Titen 2; TTn2-2523411= 1S' x 23:' Tinen 2, i7N251341' = Tiler. 1:' x 14:' arid TTIJ?52S4H =TI1en '•:- x i•!'.' may yeo be urmJ w full table, Wass. See pp. 26-27 for other nn'l :rzm arU bink rmnlon. 280 UPDATED 04/17117 Simpson Strong -Tie- Wood Construction Connectors Hangers (cont.) a These produos are evelable %vah adoiticir-W corrosion protecwn. For more ntormabon, see D• 18. SIMPSON Strome -Tie Model No. Fasteners ABirwable Loads (DF/SP) GFCMU Concrete Code Standard Conncealed GFCMU Tnten' 2 Concrete Titan' 2 Joist Uplift 160) Doom 100/125) UDIIR 160) Down 100/125) fit' HU44 HUC44 4) 4T : 2v` 1 4)1•:" : 1 .` 2)10d common 380 1,000 380 1,545 HU46 (Mix) HUC46 (Min.) 8)1X r 2h.- 8)'4* x 14, 4)10d common 760 2,000 760 5,200 HU46 (Max.) HUC46 (Max.) 12)", 2-:" 12)' Y x 1-7 6)10d common 1,135 3,000 1,135 3.950 HU48 (Man) HUC48 (Min.) 10)'•12 1r. 10) :•i x I+'.' 4)10d common 760 2,500 760 3,725 HU48 (Max.) HUC48 (Max.) 14) 4" • 2?:' 14) 14" x t'4" 6)10d common 1,135 3,500 1,135 4,920 HU410 (Min.) HUC410 (Mn.) 14) 5 x24: 14)' x I; 6)10d common 1,135 3,500 1,135 4,920 HU410 (Max.) HUC410 (Max.) 18) T': 18)'':- • 1'': 10)10d common 1.800 4,500 1.800 4,920 HU412 (Min.) HUC412 Wn.) 16)1.4" x 21': 16) V::1?': 6)10d common 1,135 4,000 1,135 4,920 lIU412 (Max.) HUC412 (Max.) 22)'4" x 2?5" 22)'•1" x 11/5" 10)10d common 1.800 5,085 1,800 5.085 HU414 (Min) HUC414 (Min.) 19) 4 • 2'." 18) .': • 8)10d common 1,515 4.500 1,515 5.085 HU414 (Max.) HUC414 (Max) 24)':: 72: 24)' _' t y' 12)10d common 2,015 5,085 2.015 5.085 HU416 (Min.) HUC416 (Mi,.) 20)'•5" x 2a'.- 20) W x I ' 8)10d common 1,515 4,920 1,515 4,920 HU416 (Max.) HUC416 (Max.) 26) x 2%5" 26)1':' r 1?':' 12)10d common 2.015 5.085 2.015 5.085 HU66 (Mn.) HUC66 (Min,) 8) 7 " 2 :5 8) :':' x 1.V 4)16d common 900 2,000 900 5,200 HU66 (Max.) I HUC66 (Max.) 12) 1V 12) :' x IN' 6)16d common 1,345 3,000 1,345 3,950 HU68 (Min.) HUC68 (Min.) 10)'4" r 2:V 10)1.4' v 114" 4) 16d common 900 2,500 900 3.725 HU68 (Max.) HUCG$ (Max.) 14) Y," x 745' 14)':: x 145" 6) 16d common 1,345 3,500 1,345 4,920 HU610 (Min.) HUC610 (Min.) 14) r. • :-4 14) :' • P. 6)16d common 1,345 3,500 1,345 4,970 HU610 (Max.) HUC610 (Max.) 18) 2=: 16) ;' : 1 :7 8)16d common 1,795 4,500 1.795 5.085 HU612 (Min.) HUC612 (Min.) 161'•' x 23'.' 16) 1:2 x I IW 6)16d common 1,345 4,000 1,345 4,920 HU612 (Max.) HUC612 (Max,) 22) V x 2x•5" 22)1'." x 1 %" 8)16d common 1,795 4,920 1,795 4,920 170 HU614(Min.) HUC614(Min.) 18)';:72: 18)'1'x1'7 8)16dcommon 1,795 4,500 1,795 5.085 HU614 (Max.) HUC614 (Max.) 24)! x . 24) -"x ' "• 12) l6d common 2,015 5,085 2.015 SANS HU616 (Min) HUC616 (Min.) 20) Y:' x 2?': 20) ::" x It,." 8)16d common 1,795 4,920 1,795 4,920 HU616 (Max.) HUC616 (Max.) 26)1.5" x 735" 26)1.4"v 1 b:" 12) 16d common 2,015 5.085 2.015 5.085 HU7 (Min.) Not available) 12) 4' • 1`4' 12 1': 4)10d x 1 IN 54'1 2,980 760 2.980 HU7 (Max.) Not available) 16) 16) 9)10d x 1'h' 1,085 3,485 1,085 3.485 HU9 (Min.) Not available) 18)1. x 1,1V 18)'•': x 14." 6)10d x 1 h" 1,135 3,230 1.135 3.230 HU9 (Max.) Not available) 24) Y: • 1 t'." 24) Y: • 11." 10)10d x IW 1,445 3,735 1,445 3.735 HUI I (Min.) Not available) 221 .' x I :" 22)'.. • x 1+-7 6)10d x I W 1,135 3,230 1,135 3.230 HU11 (Max.) Mot available) 30) r 1 30) : e It',' 10)10d x 1'h" 1,445 3,735 1,445 3,735 HU14 (Min.) Not available) 28) 1?'." 28) ":' • 1 8)106 x 1'h' 1,515 3.485 1,515 3.485 HU14 (Max.) Not available) 36) x 1?•:" 36)1.•'+" x 1 14)10d x 1 h" 2,015 4,245 2,015 4,245 HU3.25/10 Not available) 22) x l,;" 22) '•x" x VY' 10)10d common 1,895 5,085 1,895 5,085 HU3.25/12 Not available) 24) 1" : It.' 24) ",;1 t4' 12)10d common 2,015 5,085 2.015 5,085 HU410.2 (Min.) HUC410-2 (Min.) 14) x 14, 14) :'.' x I AT 6)16d common 1,345 3.500 1,345 4.920 HU410-2 (Max.) HUC410-2 (Max.) 18)14" x 11': 18)1': x Ili" 8) 16d common 1,795 4,500 1,795 5.085 HU4t2-2 (Min,) HUC412-2 (Min.) 161 1 '': 16) x I -Y 6)16d common 1,345 4,000 1,345 4,920 HU412-2 (Max.l HUC412-2 (Max.) 22) ': x 1 moi' 22) : x 1 Y 10)16d common 1,800 4,920 1,800 4,920 HU414-2 (Min.) HUC414-2 (Min.) 20):4"x114" 20):'.".1ti" 8)1Gdcommon 1,795 4,920 1,795 4,920 HU414.2 (Max.) HUC414-2 (Max.) 26)'%:' x 13:" 26)1.%." x l W 12) 16d common 2,015 5.085 2,015 5.085 1. Ud n bads have been ncreasso For earthquake or wind duration with no tunher increase is allowed; re -duce Msn ontrr bads govern, 2. Minimum to = 2.500 psi and minimum Vin = 1,530 psL 3. When only one flange is concealed speuy right or tett concealed flange. 4. Models with 'X' are not stock items. S. Products snag be l^slAd cult :nal T Ion' ;cicvs aro not exposed to xvcadxu. Fasteners: IGi ctv;vixln = 0.18 il a. • SiS bray 1Fd x 2 ' -11,182 d4... ?: W g: Ilk1 coo rm = C.14F. il a. < 3' long. loc. 11^ Filen 2; T1 N25t 3411 _ lit -n 14' x 1$' and TTN25234 H =T4un I'.' > SW r•yy also be IY,(•d at iull table leads. Sea op. 26-27 [or 01S1e1 1161 61-06 aril nl0muwn. UPDATED 04117117 281 Simpson Strong -Tie- Wood Construction Connectors SIMPSON w Strong -Ti Face -Mount Joist Hangers This product is preferable to similar connectors because of a) easier Installation, b) higher loads, c) lower Installed cost or a combination of Mese features AI 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, taster installation, and the use of all common nails for the same connection. Double -shear hangers range from the light capacity LUS hangers to the highest capacity HGUS hangers. For medium bad truss applications, the MUS offers a lower cost ahernalive and easier installation than the HUS or THA hangers, while providing greater bad capacity and bearing than the LUS. HGl l0 hangers provide similar capacities as HGUS douhle-shear hangers. but they use Simoson Strong -Tree Strong-Drrvee SDS Heavy -Duty, Connector screws instead of nails for faster and easier installation. In addition, the Strong -Drive SDS Heavy -Duty Connector screws help transfer the load between the piles of the supporting girder when they penetrate all piles. Material: See tables on pp. 236-237 Finish: Galvanized. Some products available in stainl= steel or 7 -MAX* coating; HGUO available rn HDG: see Corrosion Information, pp. 15-18. Installation: Use all specified fasteners; see General Notes. Nails must be driven at an angle though the joist or truss into the header to achieve the table bads. a ats 15Si for >ts N r W_/ LUS28 GrMUS28 a • a a GrHUS210 HUS26, HUS28, and HHUS similar) V HHUS210-2 Typical HU526Installation with Reduced Heel Height Goss Designer to provide fastener quantity for —ting nwltiple merrnthirs together) 235 r V 236 LUS/MUS/HUS/HHUS/HGUS/HGUQ Face -Mount Joist Hangers (cont.) These products are available with additional corrosion , These products are approveo for installation with the Strong-Drivee protection. For more information, see p. 18. SD Connector screw. See pp. 39-40 for more information. Model No. Min. Hed Heigh) Ga Dimensions (in.) Fasteners IN H 8 carrying Member Carried Membef Model No.Uplifl/ 160) Srngie 2x Sizes Sriow 115) Rool 125) LUS24 LUS26 2% 41/4 18 1`116 1956 35i 4Y, 135 3'i 4)10d 4)10d 2)10d 4)10d MUS26 4"AG 18 1956 5356 2 6) lOd 6)10d HLIS26 43'x6 16 1% 534 3 14)16d 6)16d HGUS26 4946 12 1 % 5% 5 2D) 16d 8)16d LUS28 4346 18 19k 64 135 6110d 4) -Oil MUS78 614 18 1946 6356 2 8)106 8)10d HUS28 6'h 16 1% 7 3 22)16d 8)16d HGUS28 6946 12 1311 7% 5 36)16d 12)16d LUS210 4'/. 18 1`1Se 74% 135 8) lOd 4)10d HUS210 8% 16 1% 9 3 30)16d 10)16d I. See table below for allowable bads. SIMPSON Strong -Tie Mote: For dlrnensions and fastener Inforrnatlon, see table above. See table footnotes on p. 237. HHUS/HGUS See Hanger Options information on pp. 121-123. HHUS - Sloped and/or Skewed Seat HHUS hangers can be skewed to a maximum of 45• and/or sloped to a maximum of 45• For skew only, maximum allowable download is 0.85 of the table bad For sloped only or sloped and skewed hangers, Ilse maximum allowable download is 0.65 of the table bad Uplrh bads for sloped/skewed conditions are 0.72 of the table bad, not to exceed 2,475 Ib. The prst must be bevel -cut to allow for double shear nailing HGUS - Skewed Seat HGUS hangers can be skewed only to a maximum of 45'. Allowable bads are: HGUS Seat Width Joist Down Load Uplift W < 2' Square cut 0.62 of table load 0.46 of table load W < 2' Bevel cul 0.72 of table load 0.46 of table load 2" < W < 6' Bevel cut 0.85 of table bad 0.41 of table load 2" < W < 6' Square cut 0.46 of table bad 0.41 of table load W > 6' Bevel cut 0.135 of table load 0.41 of table load Acute side aPecrry dngre Top Yew HHUS Hanger Skewed Right Joist must be bevel cut) All joist nails installed on the outside angle (non-acute side). DF Allowable Loads SP Allowable Loads SPF/HF Allowable Loads Model No.Uplifl/ 160) Floor 100) Sriow 115) Rool 125) Wind 160) UDlitll 160) Floor 100) Snow 115) Code Roof 125) Wind 160) Uplilll 160) Floor 100) Snow 115) Roof 125) Wind 160) Ret, Single 2x Sizes LUS24 490 670 765 825 1,045 490 725 830 895 1,135 420 575 655 705 895 IIIS76 1,165 865 990 1,070 1,355 1.165 940 1,075 1,165 1475 1,005 740 845 915 1.160 17, FL, LI7 MUS26 1,090 1,295 1,480 1,605 1,825 1,090 1,410 1,610 1,745 1,825 940 1,110 1,265 1,370 1,570 HUS26 1,Sb0 2,720 3,095 3,335 3.335 1,550 2,950 3,335 3,335 3,335 1,335 2,330 2.650 2,820 2,865 HGIIS26 1(141 4,36n 4,895 5,230 5,39n 1 n,P 4,725 5,29n 5,3510 5,390 911:, 3,750 14,200 14,500 4,635 H. 1US78 1,165 1,100 1,255 1,360 1775 1,165 1,200 1,365 1,480 1,835 1,005 940 1.075 1,165 1,475 MUS28 1,555 1,730 1.975 2,140 2,645 1,555 1,880 2,150 2,330 2,645 1,335 1,475 1,690 1,830 2,275 17, FL, L17 IIUS28 2,000 3,965 4,120 4,220 4,335 2,000 3,790 3,960 4,070 4,335 1,720 2,905 3,035 3,125 3,435 116US28 1,700 6,745 6,970 7.125 7,275 1790 6.460 6.705 6,670 7,275 1,540 4,960 5,160 5,"290 5.745 rL 1 US210 1,165 1,340 4575 1,650 2,090 1.165 1,445 1,660 1,795 7.770 1.005 1,145 1305 1.415 1,745 17, FL, L77 HUS210 3,000 4,')55 4,445 4 575 5.0'!0 3,000 4,105 4,310 4,450 4,930 2,580 3.150 3,315 3425 3,815 Mote: For dlrnensions and fastener Inforrnatlon, see table above. See table footnotes on p. 237. HHUS/HGUS See Hanger Options information on pp. 121-123. HHUS - Sloped and/or Skewed Seat HHUS hangers can be skewed to a maximum of 45• and/or sloped to a maximum of 45• For skew only, maximum allowable download is 0.85 of the table bad For sloped only or sloped and skewed hangers, Ilse maximum allowable download is 0.65 of the table bad Uplrh bads for sloped/skewed conditions are 0.72 of the table bad, not to exceed 2,475 Ib. The prst must be bevel -cut to allow for double shear nailing HGUS - Skewed Seat HGUS hangers can be skewed only to a maximum of 45'. Allowable bads are: HGUS Seat Width Joist Down Load Uplift W < 2' Square cut 0.62 of table load 0.46 of table load W < 2' Bevel cul 0.72 of table load 0.46 of table load 2" < W < 6' Bevel cut 0.85 of table bad 0.41 of table load 2" < W < 6' Square cut 0.46 of table bad 0.41 of table load W > 6' Bevel cut 0.135 of table load 0.41 of table load Acute side aPecrry dngre Top Yew HHUS Hanger Skewed Right Joist must be bevel cut) All joist nails installed on the outside angle (non-acute side). Simpson Strong -Tie 'Nood Construction Connectors Face-MountHangers These ofoduets are available with add lio nal corrosion , These products are approved for installation with the Sirpng-DriveM proteclan, For more N0111nalion, see P. 18. SD Connector screw. See pp. 39-40 for more information. W a a a SIMPSON Stromg-Tie Model No.IlicighlMin. Heel Ga Dimensions (In,) Fasteners DF/SP Allowable Loads SPF/HF Allowable Loads Code Ret. Carrying Carried W H 8 Member Member Uplift Floor Snow Root Wind 160) (100) (115) (125) (160) Uplift Floor Snow RooI Wind 160) (100) (115) (125) (160) Double 2x Sizes LUS24-2 2'/4 18 3'da 3 h 2 4)16d 7)16d 440 800 910 985 1,250 380 680 780 845 1070 WS26 2 49A& 18 3'b 4111 2 4) l6d 4) l6d 1,165 1,030 11180 11280 1,625 1,000 880 1,0.0 1,090 1,38$ 17, L17. FL HHUS26-2 455. 14 3%, 551 3 4 16d o lfid 1,550 2.785 3,155 3.405 4,265 1,33$ 2.390 2,710 2.925 2665 HGU526.2 454 12 V. 57A6 4 QO) l6d 8)16d 2.155 4355 4,575 5.230 5575 1,855 3,750 4.20D 4,500 4,795 HGU026-2-SDS3 5% 12 354 5'S, 4 12) h' x 3' SDS 4)'/.'x3" SDS 1,635 5.040 5,565 5.565 5,565 1,175 3.630 4,005 4,0D5 4,005 F: LUS28-2 454 18 3% 7 2 @1164 4)16d 1,165 1,315 1.500 1,625 2060 1,000 1,125 1,285 1,390 1,765 HHLIS28-2 654 14 354 7 / 3 164 16d 2.000 4,210 4,770 5,140 6,440 1,720 3,615 4,095 4415 5,375 17, L17, FL HGUS28.2 651, 12 3%. 714 4 36)16d 12116d 3.235 7,460 7,460 7460 7460 2.765 6.415 6,415 6,415 6.415 HGU-28-2-SDS3 7'A 12 334 754 d 20) 11,r 16)/: x3"SDS 2565 7,330 7,330 7,330 7330 IA45 5,280 5,280 5.280 5,280 FL WS210.2 670. 18 3h 9 2 9)16d 6116d 1,745 1.830 2,090 2,265 2,870 1,500 1,565 1;/85 1,935 2,455 HHUS210-2 Bit 14 354 B/. 3 lid 01164 S 5,635 6380 6,880 7165 3525 4,835 5,270 5,380 5,765 17L17FL HG11S210 2 HGUO210-2-SM 84, 915 12 354 9', 12 35;. 9511, 4 4 46) 16d 281 /4 x 3' SDS 16)164 0 /4" x 3 SDS 4,095 9,100 9.100 9,100 9,100 3,525 7,465 7730 7825 7825 3.440 7415 7,415 7,415 7415 2.475 5.340 5.340 5,340 5 340 FL Triple 2x Sizes HGUS26.3 4154 12 4'54 51h 4 M lGd 8)16d 2,155 4,355 4,875 5,230 5575 1,855 3,750 4,200 4,500 4,795 17 L17 FL HGUO26.3-SDS4.5 514 12 41%, 51h 4 (12)'/.' x 4 e SDS (4)'/4' x 4'h* SDS 1,635 5,040 5,165 5,165 5.165 1,175 3,630 3.720 3,720 3,720 FL HGUS28-3 6'34 12 4134, 7% 4 16d 12116d 3,235 7,460 7,460 7,460 7,460 2,785 6,415 6,415 6,415 6,415 17 L77 FL H00028-3-SD54.5 7/. 12 41St, 7% 4 x4h'SDSQI/.'x4h-SDS 2565 8.400 9.175 9.175 9.175 1,845 6.050 6,605 6.605 6b05 FL HG11S2103 8 W., 12 4'54 9'/. 4 46)1Gd 16)16d 4,095 9,100 9,1W 9,100 9,160 3525 /825 7825 7825 /,825 17,L17,FL H00021D-3-SDS45 9% 12 4'34 9h 4 (l81h'x4ti 506 (1 A'x4'W SDS 3,440 9.745 9,745 9.745 9:/45 2,475 7,015 /.015 /015 /AIS FL HGU5212-3 1054 12 4155, IIH. 4 t6d 164 5.04$ 9,600 9,600 9.600 9,600 4,335 8,255 8.255 8.255 8.255 17 L17 FL HGUS214-3 12% 12 4'45. t2;'. 4 16d Z)16d 5,515 10.100 10.100 10.100 10.100 4,745 8.685 8.685 8.685 6.685 Quadruple 2x Sizes HGUS26.4 5'h 12 6%.15% 1 4 164 M 16d 2155 4,355 4,875 75 1,855 3.750 4,20D 4,500 4,795 17, 07, FL HGU026.4-SDS6 5)1 12 6%, 57A, 4 12)1."x6'SDS 4)'/: x6'SDS 2.375 5.040 5.165 165 1,710 3.630 3,720 3.720 3.720 FI NGUS28.4 7% 12 G55, 754 4 A l6d 121 16d 3.235 7,460 7460 60 2,765 6,415 6,41$ 6415 6,415 17, L17, FL HGU028.4-SDS6 7'/. 12 654 TY6 4 20) /.x 6'SDS 6)'/."x 6' SDS V7.4602,765 4,020 8,400 8,660 860 2,890 6,050 6.380 6,380 6,380 FL HGUS210.4 9'/. 12 655. 955. 4 46)164 16)164 4,095 9,100 9.100 100 3,525 7825 7,825 7,825 7,825 17 L17 FL HGUO210.4-SDS6 914 12 654 944 4 28)'/:x6'SDS 8) /:x6' SOS 4,170 10.26010,260260 3,000 7,385 7,385 7385 7385 FL HGLIS212-4 105 12 654 10% 4 56116d 20) l6d 5,045 9,600 9,600 W 4,335 &255 8.255 8,255 8,25517 L17 FL HGLIS214-4 1244 12 655, 12% 4 66)16d 22)164 515 10,100 10,100 ,100 4,745 8.685 11.68518.611518A851_ 4x Sizes WS46 4% 18 355. 4/. 2 4)164 4)164 1,165 1,030 1,180 1,280 1.6251 1000 1 880 1,010 1,090 11,385 HGUS46 4734. 12 3% 4446 4 164 16d 2,155 4,355 4,875 5,730 5575 1,855 3,750 4,200 4,5904j% 17 LI7, FL HHUS46 454 14 3% 555. 3 14)16d 6)164 1.550 2.790 3.160 3,410 4,265 1,335 2390 2.710 2.925 3.665 HGUO46-SOS3 A 12 3% 4/i 4 12)'/"x3"SDS 4)/: x3"SDS 1,615 5,040 S,1G5 5,165 5,1V, 1,175 3.630 3,720 3,720 3,720 FL LUS48 451 8 354 65'. 2 6)16d 4)16d 1,165 1,315 1.500 1,625 2060 1.000 1,125 1.285 1.390 1,765 HUS48 6 h 14 354 7 2 (6) t6dtfid 1,550 1.595 1,815 1.960 2,470 1.550 1365 1,555 1,680 2115 17, L17 FL HHLIS48 61h 14 5% 711 3 22)16d 8) l6d 2.ODO 4.215 4,770 5.150 6.440 1,72- 3.615 4,095 4,415 5535 HGUS48 67A6 12 3% 714 4 341) 116d 12116d 3.235 7460460 7480 7460 2765 6,415 6.415 16,4115 6,415 HGLt048-SDS3 7/. 12 3% 614 4 QOi'/.' x 3' SDS 6)'/.'x3' SDS 2565 7.330 7,330 7.330 1 7,330 1,845 5.280 5.280 5.280 5.280 FL LUS410 61A 18 354 855 2 164 16d 1,745 1,830 2.090 2,265 2.870 1,50- 1.565 1,785 1,935 7.455 HHUS410 8% 14 3% 9 3 d0)16d 1016d 3.745 5,640 6.385 6.890 7.165 3.440 4.835 5.480 5,910 6.165 17 L17, FL HGUS410 8706 72 341 91St 4 46)164 16)16d 4,095 9,100 9,100 9,100 9,100 3,525 7,825 7.825 7,825 7825 11GU0410-SOS3 9'/. 12 3% 8% 4 1 (28) /: x 3' SDS 8) /: x 3" SDS 3.440 7.415 7415 7,415 7,415 2.475 5.340 5.340 5.340 5.340 FL HGU5412 10% 12 351 10 5. 4 16d 164 5,045 9,600 9,600 9.600 9,600 4,335 &255 &255 8,255 &755 17 L17 FL HGUS414 1116 12 alt 127Ac 4 661 16d 221164 5,515 10.100 10.100 10.00 10,100 4,745 8.685 8,685 8.68$ 8.685 1. Uplift bads have been Increased for wird or earthquake leading wilh no further increase allowed. Rwuce where other bads govern, 2. Ward (160) is a download rating. 3. Nnxn;m had height shown is required to achieve full table bads. For less than minimum heel height. see technical bulletin T-C-FlEDHEEL at slrongtie.can. 4. Tens chord cross -grain tension may I mit allowable bads in accordance with ANSVTPI 1-2007. Sampson Saong-710 Connerlor Selactor"Software ncludes the evallaton at cross -grain, tension n cls hanger allowable bads. For additional irdoamalion, contact Si•npson Strorg-T,e. s Sirorg Tm'Strong-Driver SDS Heavy-0ury Connector screws are permitted t0 be netaled ihrptgh rnelal wss plates as approved by Ifne Tans Designer, provded the requirements of ANSVTPI 1-2111 4 Sectbrs 7.5.3.4 and 9.9.2 are met (pre-dr ung required tivollgh 1ha plate using a maY•mum 0135x' bi11. 6. Stiorg-06ve SDS Hea%rDuty Connector spews that penebale all pies of the supporting girder (spews must penetrate a minirrum of 1' Into the last inns PM may also be used to transfer the low through 61 the Plies of the supporting girder. When Strong-0rke SDS 4erny-DMy Owrector screws do not Peretrote al Ides of the supporting girder truss, supplemental Strong -Drive SDS Heavy -Duty Convector zptus at the hanger locations may be rogtrrod to wrsfer the bad to the truss plias not pwarat9d by the face fasteners. as detemvi d by the Cesignet 7, The supponng girder truss must ham adequate thickness to accommodate the screw bngth, so that the screw docs net protrude out the back ofJV gilder. 3'- or 4 h%brig Strong -Drive SDS Heavy Duty Connector screws may be substituted for the longer Strong -Drive SDS Heavy -Duly Connector screws wrlh no bad redaction. S. Loads shown are based on min mum of 2 -ply 2x carrying member for naiad hangers. Wath 3x carrying members. use 16d x 2W nails into the header aid 16d commons into the joist with ro load reduction. With single 2x carrying members. use 10d x 1 h- nale into the header and 10d cannons into the past, and reduce the bad to 0.64 of the table value. 9. Nails: 16d = 0.182' da. x 31h' long. See pp. 26-27 for other nail sizes and Information. y 237 Simpson Strong -Tie' Wood Construction Connectors m000killil Ei Face -Mount Truss Hanger The HTU face -mourn truss hanger has nad patterns designed specifically for shallow heel heights, so that fun allowable bads (wrih minimum nailing) appy to had heights as low as 37/&'. Minimum and maximum nailing options provide solutions lot varying heel heights and end conditions. Alternate allowable bads are provided for gaps between the end of the truss and the carrying member up to IN' max, to allow for greater construction tolerances (maximum gap for standard allowable bads is W per ASTM D1761 and D7147). See technical bulletin T-GHANGERGAPS at strongtie.com for more information. Material: 16 gauge Finish: Galvanized Installation: Use all specified fasteners; see General Notes Can be installed fi0ng round holes only, or filling round and triangle holes for maximum values See afternate installation for applications using the HT1.126 on a 2x4 carrying member or HTU28 or HTU210 on a 2x6 carrying member for additional uplift capacity Options: HTU may be skewed up to 67'h•. See Hanger Options on p. 239 for allowable bads. See engbleLnix,) Idler L-C,-HRISD at strongtie.com for installation with Stony -Drive° SD fasten s. Codes: See p.14 for Code Reference Key Chart IV., SIMPSON Strong -Tie Min, heel height per table HTU26 Typical HTU26 Minimum Nailing Installation max, gap behveen end of truss and nannying member Alternate Installation - HTU Installation for HTU28 Installed on Standard Allowable Loads 2x6 Carrying Member For Ili* maximum gap, (HTL/210 similar) use Alternate Allowable Loads.) PF These products are approved lir nslalailon with the Strong-DrfvO SD Comwectoi screw. See pp. 39-40 for rrore inkxmallon. Standard Allowable Loads ('/e" Maximum Hanger Gap) Model No. Min. Height Dimensions (N.) Fasteners DF/SP Allowable Loads SPF/HF Allowable Loads Code W H B Meemmbelerr Member 160) (100) 115) 125) ind160) Uplift 1 60) I Floor 00) I Snow 115) Root 125) I (160) Rel. Single 2x Saes HTU26 31h 1% Sik 31 20)16d 11)10d x 1'h' 730 2.540 3 045 3,045 3.045 630 1,920 1,920 1.920 1,920 1-171126 (Min.) 37h 1% 57/& 3h 20)16d 14)10d x 1'h' 1,250 2.940 3,200 3,200 3.200 1,075 2.015 2.015 2,015 2.015 IiTU26 (Max.) 5'h 1% 5% 3h 20) l6d 20)10d x 1'h' 1,555 2,940 3.340 3,600 4,010 1.335 2,530 2.870 3.095 3.450 p IIIU28 (Mn,) 37h 1% 7156 3h 26)16d 14) 10d x l h' 1,235 3,6220 3,895 3,895 3,895 1,060 2,9'20 2,920 2,920 9.920 Ll% HTU28 (Mai.) 71/. 1 % 7H& 3'h 26) l6d 26)10d or 1 W 2,140 3,620 4,340 1 4,680 5,435 1,840 3,285 3.730 4.025 4,675 FL HT1,12110 (Min.) 37A 1% 914 3'h 32)16d 114)10d x 1'h' 1,330 4,355 4,355 4,355 4.355 1,145 3,265 3.265 3.265 3,265 HTU210 (Max.) 9'/. 1% 91k 314 32) l6d J?) 10 x 1 h' 3,315 4,7055,345 5,760 5.995 2,850 4,045 4,595 4,955 5,155 Double 2x Sizes HTU26-2 (Min) 37A 365& 5% 31 20)16d 14)10d 1,515 2.940 3,340 3,600 1 3,910 1.305 2.465 2,465 2,465 2,465 HTU26.2 (Max.) 51h 3!6 57hc 3'h 20) l6d 20) tOd 2,175 2,940 3,340 3,600 4,485 1,870 2,530 2,870 3.095 3,855 HTU28-2 (min.) 3rh 3%& 7Sk 3'h 26)16d 14)10d 1,530 3.620 4,310 4,310 4,310 1,315 3,235 3,235 3.235 3,235 17. HTU28-2 (Max.) 7'/. 325& 7H& 3% 26)16d 26)10d 3.485 3.620 4,340 4,680 5.850 2,995 3.285 3,730 4,025 5.030 FLFl. HTU210.2 (Min.) 3h 3456 9Kx 31h 32) 16d 14)1Dd 1,755 4,705 4,815 4,815 4,815 1,510 3,610 3.610 3,610 3,610 HTU210.2 (Max.) 9v. 364& 9156 3 h 32)16d 32)10d 4,110 4,705 5,345 5,760 7,200 3.535 4,045 4,595 4.955 6,190 1. The maximum hanger gao is measured between the joist (or truss) enc and the tarrying marrow. 2. Moroirwm heel heights required for fulltable bads are based on a minimum 2/12 pitch. 3. Uplift has been increased for wind or earthquake loading wrth no further increase allowed; reduce where other bads govern. 4. Wind (16)) is a downbao rete -,g. S. For hanger gaps between W and 'h', use the Alternate Allowable Loads. 6. Truss cMrd cross-giaal tension may limb nlfrwable bads h accordance with ANSVTPI 1.20; 4. Simpson Strong -Tie Connector Seleetor- Software includes the evaluation of cross -grain tension 61 Its hanger alowaole bads. For adoil" information. Contact Snrpson Strong -Tie, 7. Loads shown are based on a mbxmum 21py 2x carrying member. For single 2x carrying members, use N10 (toil x 1 h) nags into the header and reduce the allowable download to 0.70 of the table value. The allowable uplift is 1004. o1 the taola bad. 8. Nails: 160 - 0.162' dla. x 31W ling, 10d - 0.148' ilia. x 3' ling. I Od x I'h' = 0.148' dna. x / h' long. See pp. 26-27 for other nail situs and Wormalnn. 238 UPDATED 04/17117 F1 Simpson Strong -Tie- Wood Construction Connectors Face -Mount Truss Hanger (cont.) These products are approved for installation with tie Strong -Drive' SD Connector screw. See pp. 39-40 for more information. Alternate Installation Table for 2x4 and 2x6 Carrying Member SIMPSON Strome -Tie 1. See table above for dimensions and add (anal toolnolas. 4, Neils: 18d = 0.162' dna. x 36' long, 10dx1'h = 0. ILS' dna. x 1W long. 2. Maximum hanger gaD for the alternate installation is W. See pp. 26-27 for other nail sizes and information. 3. Wnd (1GO) is a download rating. Alternate Allowable Loads (1/2' Maximum Hanger Gap) Model N0. Min. Minimum Fasteners HF/SPF Allowable Loads'," DF/SP Allowable Loads Skew AngleFasteners Degree) Carrying SPF/HF Allowable Loads Uplift CodeModel No. Heel eight Carrying CarryingCarried Carried Member Uplift Floor Snow Roof Wind Uplill Floor Snow Roof Wind Ret. 1,130 in,) Member Member Member 160) 100) 115) 125) 160) 160) 100) 115) 125) 160) I% 5%.131/,l HTU26 (Min.) 3'b 2) 2x4 10) 16d 14) 10d x l h" 925 1.470 1.670 1.800 2.040 795 1.265 1.435 1,550 1.755 1 % 5914 3'91 H1U26 (Max.) 5/h 2) 2x4 10)16d 20)10d x 11h' 11.970 1,310 1,470 1,670 1,800 2.250 1.125 1,265 1,435 1.550 1,935LIT 17, H11128 (Max.) 7/• 2) 2x6 20)16d 26)10d x t h' 3.760 2.940 3,340 3,600 3.005 1.695 2.530 2.870 3.095 3,360 FLFL HTU210 (Mex.) 9'1A 2) 2x6 20)16d 32)10d x 1 h' 2.760 2.940 3,340 3.600 3.905 2.375 2.530 2.870 3,095 3.360 26)164 1. See table above for dimensions and add (anal toolnolas. 4, Neils: 18d = 0.162' dna. x 36' long, 10dx1'h = 0. ILS' dna. x 1W long. 2. Maximum hanger gaD for the alternate installation is W. See pp. 26-27 for other nail sizes and information. 3. Wnd (1GO) is a download rating. Alternate Allowable Loads (1/2' Maximum Hanger Gap) Model N0. Min, Heel Height Dimensions (m.) Fasteners HF/SPF Allowable Loads'," DF/SP Allowable Loads Skew AngleFasteners Degree) Carrying SPF/HF Allowable Loads Uplift Code W H B CarryingMember Carried Member Uplift Floor 160) (100) Snow 115) Roof 125) Wind 160) Upltlt 160) Floor 100) Snow 115) Root 125) Wind 160) Raf. 2,945 1,130 2,530 HTU26 51471h Single 2x Sizes 12110d x Ph' 970 2.595 835 2,230 51 26)16d HTU268 3h I% 5%.131/,l 20)1Gd 01)10dxI/I 6/0 2./35 2,735 2,/35 2,/35 5/5 1,/25 1,/25 1,/ 25I 51 2) 16d HTU26 (Min.) 314 1 % 5914 3'91 20)16d 14)10d x 1191' 1,175.940 51 -67'h -T 3,100 3.100 3,100 1.010 1,955 1,555 1,955HTU26 51 Max.) 5'h I % 5914 3h 20)16d 20)10d x t h' 1.215 2.940 3,340 3,600 3.760 1.045 2.370 2,370 2,370 17. HTU28 (Min•) 3191 I% 754 3'91 26)16d 14) 104 x 1lb" 1,125 3.770 3.770 3,770 3,770 970 2,825 2,825 2,825L17, 51 HTU28 (fAax.) 7'/. 194 7514 391 26)164 6)10d x 1 W 1.920 3,820 4,340 4,680 5.015 1,695 3,285 3,730 3,765 FL 10 (Min.) 31A 194 9154 3•h 32)16d 14)10d x 16' 1,250 3.600 3.600 3.600 3.600 1.075 2.700 2.700 2,700HTU210(Max.) 9Y. 1% 91k 3h 32)16d 32)'Odx1'h' 3,255 4,705 5,020 5,020 5,020 2,800 3,765 3,765 3.765 Double 2x Sizes HTU26-2 (Min.) 36 3414 5'/n 13% 1 (20)16d 14)10d 1,515 2.940 1 3.340 3.500 3,500 1 1,305 2.205 2.205 2.205 2,205 HTU26-2 (Max.) 5% 34k 5%6 31,6 20)16d 20) 10o 1,910 2,940 3.340 3,500 3,500 1 1,645 2.205 2,205 2.205 2.205 HTU28-2 (Mon.) 36 3154 7K4 36 26) 164 14)10d 1,490 3,820 3,980 3,980 3,980 1,280 2,985 2,985 2.985 2..985 17, U7, HTU28-2 (Max.) 7'/. 3454 7'A4 3% 26)1fid 26) 10d 3,035 3.820 4,340 4,680 5.555 2.610 3.285 3.730 4,025 4,165 FL HTU210.2 (Min.) 31A 34k 91014 31h 32)16d 14) lOd 1,755 4,255 1 4,255 4,255 4.255 1510 3,190 3,190 3,190 3,190 HTUZ70 2 Max.) 9/. 3414 915. 3/. 32116d 32)10d 3,855 4,705 1 5.345 5.760 6.470 3.315 4,045 4,595 4,855 4.855 See table footnotes on p. 238. Options: See Hanger Options information on pp. 121-123. Skewed Seat Skewable up to 67 h•. Available b1 single and 2-py size. No bevel Cul required. Allowable Loads for Skewed HTU Hangers Ibnge A" e - A Note 0' r Specify angle Top View HTU Hanger Skewed Right < 51 • lli<•10 Speoy angle 51• to 67'91' 1. Uplift balls have bemr incraidsed for wird w 3. Maxiinum tia ger gap between fax" of Jost (Vuss) and tate of Top View HTU Hanger earthquake loading,,nth no further increase carrying member is 1.4% Skewed Right 2 51' a0cwed. Reduce where other bads govern. 4. Nails: 16d = 0.162' de. x 3W long. I Ddx 1 h = 0.148' dia. x I'h' long. 2. Allowable downloads may not be increased. 103 = 0.148' dia. x 3' long. See pp. 26-27 for other nad sizes and information. 239 DFL/SP Allowable Loads'.' HF/SPF Allowable Loads'," Model No. Skew AngleFasteners Degree) Carrying Carried Uplift Download Uplift Download Member Member 1331160) 1001115/125) 133/160) 100/115/125) 51 20)164 14)10d x 1 1h' 1,315 2,945 1,130 2,530 HTU26 51471h 20)16d 12110d x Ph' 970 2.595 835 2,230 51 26)16d 20) 10d x 1 h' 2.015 3.060 1,730 2,630 HTU28 51-67191 26) 16d 17)10d x I'h' 1,495 2.815 1.280 2,420 51 2) 16d 26 10d x I Iff 2.715 3,175 2,335 2.730 HTU210 51 -67'h -T 22)10d x1 h- 2,005 3,040 1.725 2,615 51 32)16d 20) l6d 14) 10d 1.335 2.555 1,145 2,200 HTU26 2 51-676 20) 164 12)10d 1,110 2.700 955 2.320 51 26) 16dJ20)10d 2,470 3.890 2.120 3,345 HTU28-2 51-67h 6 16d 10d 1.710 3,775 1,470 3.245 51 32)16d)10d 3,600 4.935 3,100 4.245 51-671h 32)16d 22) IDd 2.255 4,790 1.940 1 4,120 Ibnge A" e - A Note 0' r Specify angle Top View HTU Hanger Skewed Right < 51 • lli<•10 Speoy angle 51• to 67'91' 1. Uplift balls have bemr incraidsed for wird w 3. Maxiinum tia ger gap between fax" of Jost (Vuss) and tate of Top View HTU Hanger earthquake loading,,nth no further increase carrying member is 1.4% Skewed Right 2 51' a0cwed. Reduce where other bads govern. 4. Nails: 16d = 0.162' de. x 3W long. I Ddx 1 h = 0.148' dia. x I'h' long. 2. Allowable downloads may not be increased. 103 = 0.148' dia. x 3' long. See pp. 26-27 for other nad sizes and information. 239 Simpson Strong -Tie Wood Construction Connectors Adjustable Truss Hangers This product is preferable to similar connectors because of a) easier Installation, b) higher loads, e) lower installed cost, or a combination of these features. The THA series have extra long straps that can be Field -formed to give height adfuslab ity, and lop range hanger convenience. THA hangers can be installed as top flange or face -mount hangers. THA4x and THA2x-2 models feature a dense nail pattern in the straps, which provides more installation options and allows for easy top flange installation. Material: See table Finish: Galvanized. Some products available In ZMAXe coating, see Corrosion Information, pp. 15-18. Installation: Use all specified fasteners; see General Notes. The following installation methods may be used: Top Flange Installation — The straps must be field formed over the header - see table for minimum top "a requirements. Install top and face nails according to the table. Top nails shag not be within y.' Irom the edge of the top flange members. For the TI-IA29, nails used for joist attachment must be driven at an angle so that llyay penetrate through Ilya corner of the joist and into 1he header, For all other top flange installations, straighten the double shear nailing tabs and Install the nails straight Into the joist. Face Mount Installation — Instal all face nails according to the table. Not all nail holes wig be filled on all models. On models where there are more nad holes than required, the lowest four face holes must be filed. Nails used for the joist attachment must be driven at an angle so that they penetrate through Ilia corner of the joist Into the header. Alternate Installation — The THA 4x hangers may be installed In a top flange configuration using the tabulated fasteners for face -mount installation and achieve the face -mount installation loads. Instal the tabulated face nails into the face and top of the carrying member. Nails used for the joist attachment must be driven at an angle so that they penetrate through the correi of the joist into Ilia header. Uplift — Lowest face nails must be filled to achieve uplift loads. Options: THA hangers available with the header flanges turned in for 34Y (except THA413) and larger, with no bad reduction - order THAC hanger. Codes: See p.14 for Code Reference Key Chart SIMPSON StrongTie IOr 2W ler 7HA4221217/i •{ y • IH., for and THM26-2 o. o N alt 2rn'la , 7X4422.2 1 IHA426.2 Iff THA29 0THA418 6THAC422 Face nails Top per table Der Doubk 41Q— Use IUD table value Single 02 See lootnole 3 . 11"Straighten the double shear nailing tabs and install reds straight Into NO pisl Typical THA Top Flange Installation on a Nailer except THA29) Alternate Installation 01 THA422 Double -Shear Dome Double -Shear Double- i Nang Nailing Side View ShearSdeView; I (AvalafYeon Nabng I • Do not • some modsis) a 4Tpp View too I U.S. Palen15.603.580 2 I nails70121) 4 too nails rotary Straighten the double shear naling tabs and instal nails straight Typical THA422 Top Flange Installation on a 4x2 Floor Truss Typical THA29 Face Mount Installation IyV wr , Top Flange InstaUalion MinWrier depth 229 Simpson Strong -Tie lNood Construction Connectors Adjustable Truss Hangers (cont.) a O U NCCO U NIl it H VN W 230 These prooucts are available wr:h additional corrosion protection. For more nformatron, see p. 18. SIMPSON Strong -Tie Model No. Dlmenslons (In.) Min.' Top Flange Min. Header Depth Fasteners DF/SP Allowable Loads SPF/HF Allowable Loads Code Rei. Fw H C Carrying Member Carried Membar UDbtt 160) Floor 100) Snow 115) Roof 125) Wind 160) Uplill 160) Floor 100) Snow 115) Roof 125) Wind 160) Top Face Straight Slant Top -Flange Installation' THA29 18 1% 1 91%, 1 5% 2M. - 1(4) 10d 1 (4)106 - 4) 10d G 2,260 2,310 2,350 2,350 480 1,740 1,785 1,815 1,815 THA213 18 1% 1 133k 1 5'F. 1'h - 1(4) 10d 1 (2) 10d (4)10d x 1'h' 1,615 1.615 1,615 1,615 1,280 1,280 1,280 1.280 THA218 18 1% 1 171.5. 1 51h 2 - (4)10d (2) 10d (4)10d x 1'h' 11615 1,615 1,615 1.615 1,280 1,280 1,280 1,280 THA218-2 16 31A171K6 8 2 - (4) 16d (2) 16d (6)10d 2.245 2,265 2,245 2.245 1,935 1,935 1,935 1,935 18, L15, THA222-2 16 31*22956 1 8 2 - (4)16d (2)16d (6)10d 2,245 2,245 2,245 2.245 1,935 1,935 1,935 1,935 FL THA413 18 3% 13%6 4'h I1h - (4)10d (2)10d (4)1gd 1,615 1,615 1,615 1,615 1,280 1,280 1,280 1,280 THA418 16 3% 171h 71A 2 - (4) 16d (2) 16d (6)100 2,245 2.245 2,245 2.245 1,935 1.935 1.935 1,935 THA422 16 3% 22 77A 2 - (4) 16d (2) 16d (6)10d 2,245 2.245 2,245 2,245 1.935 1,935 1,935 1,935 THA426 14 3% 26 7% 2 - (4)16d (4)16d (6)16d 2,435 2,435 2,435 2,435 2.095 2,095 2,095 2,095 FL THA422.2 14 714. 221%6 93'4 2 - (4)16d (4)16d (G) 16d 3.330 3,330 3.330 3.330 2.865 2.865 2,865 2,865 FL. 170 THA426-2 14 71/4 261S4 99: 2 - (4)16d (4)160 (G)16d 3.330 3,330 3,330 3,330 2,865 2,865 2.8652,865 K,170 Face -Mount Installation' THA29 18 /% 9114. 544 - 91Yk - (16)100 - (4)1Dd 560 2,125 2,310 2,350 2,350 480 1,740 1,785 1,815 1,815 THA213 18 1% 13%6 5% - lVii, - (14)10d - (4)10d 1,170 1,955 2.0220 2;165 d,0G5 780 1,681) 1.735 1,775 1,775 THA218 18 1% 17352 5'h - 17456 - (18)10d - (4) 10d 1,170 1,955 1020 2,065 2,0615 780 1,680 1,735 1,775 1775 THA218-2 16 3% 171%,1 8 - 14146 - (22)16d - (6) 16d 1,855 3.695 3,695 3.695 3,695 1.595 3,185 3.185 3.185 3,185 18, L15, THA222.2 16 3% '2'195, 8 - 1466 - (22)16d - (6) lfid 1,8,55 3 695 3,&95 3,695 3,695 1,595 3.185 3,185 318ri 3,185 FL THA413 18 3% 13•yw 4'h - 13% - (14) 100 - (4) 10d 1,170 1,940 2,235 2,400 2,400 780 1,660 1,910 2,075 2,210 THA418 16 3% 17lb 7% - 14%, - (22) 160 - (6) l6d 1,855 3,695 3,695 3,695 3,695 1,595 3,185 3,185 3.185 3,185 THA422 16 3% 22 7% - 1414, - (72)16d - (6)16d 1,855 3,695 3,695 3.695 3,695 1,595 3,185 3.185 3,185 3.185 THA426 14 3% 26 Til - 1615. - (30)16d - (6)16d 1,855 4,480 4,480 4,480 4,480 1.595 5.855 3,855 3,855 36,,s FL THA422-2 14 71A 221%6 9% - 1638 - (30)16d - (6)160 1,855 5,160 5,520 5,520 5,520 1,595 4,440 4,745 4,745 4,745 FL,170 THA426-2 14 7'% 26146 99'4 - 18 - pa) 16d - (6)160 1,855 5,520 5,520 5,520 5,520 1,595 4,745 4.745 4,745 4.745 FL,170 1. Upl ft has been increased 60% for w nd or earthquake loading wch no further increase allowed: reduce where other bads govern. 2. Wind (160) is a download rating. 3. For single 4x2 lop chord carrying memoers or single 2x milers. the following THA hangers can be restaged using 10d x t h' top nails and (2) 16d face nails with reduced allowable loads as noted THA418r1HA422' 1.415 to. for DF/SP, 1,215 to. for SPF, THA426 2.245 lo. foF DF/SP, 1,930 to, for SDF; THA422-2/THA426-2. 2,345 to. for OF/SP, 2,015 to. for SPF. Loads are basec on hanger installations at panel points. 4. Face -mount installation bads are based on minimum of 2 -ply 2x carrying member. For strgle 2x carrying members. use 10d x 1 h' nails into the carrying member and tabulated fasterers into tho carried member, anc use 0.80 of the table value for 18 gauge. and 0.68 of the table value for 16 gauge and 14 gauge. 5. Min. Top Flange refers to the minrcnum 13rglh o1 strap that must be field formed over the header. 6. For the THA 2x nooels, one strap may be installed vertically according to the face mount nailing requirements anc the other strap wrapped over the truss chord according to the top flange nailing requirements (see drawing on p. 229) ant achieve full tabulated top flange installation loads. 7. Nags. 16d = 0.162' dia. x 3'h' long. l0d = 0.148' dia. x v big. 10d x 1'4' = 0.148' da. x 1 h' lay. See pp. 26-27 for other nail sizes and information. FA Simpson Strong -Tie- Wood Construction Connectors Skewed Truss Hangers Designed for 4x2 floor trusses and 4x beams, the THARIL422 has a standard skew of 45•. Straps must be bent lot top Range installation. PAN nailing helps eliminate splitting of 4x2 truss bottom chords. Material: 16 gauge Finish: Galvanized Installation: Use all specified fasteners: see General Notes Straps must be field -formed over the header a minimum of 2'h' Minimum and maximum nailing configurations available — see table for nailing requirements Codes: See p.14 for Code Reference Key Chart THAL422 SIMPSON Stl 011gTie a. '."; a f.,.•r Jac I.7w• . Typical THAL422 Installation with Minimum Nailing on a Floor Truss with Double 4x2 Top Chord Dlmenslons o) ToD as ' ."I'.DF/SPk)r s It Allowable s $PF/FiF•Alowabk Loatls- Model No m.bord on atarryi Member 11ec1Ne Hel btniHn; Caring Memtier CairieO McmD"cr a' atlarr Y ' oe ir; L UDUIt Floor Snow ROof yUDlilt bor Snow 160 100 (115 125) (160) (100) (1",15j' Root+ 125 Code Ref: y' x• WH. LG' t +. Topsk .. Faced Straigpt +Slant 4) (2) (1) (2) 10dxlh' 10dxlh" 10dxlh" 10dx1W 880 880 880 — 755 755Single 4x2 min. 755 THAR/L422 Mtn.) 18 345 2295 B IB, Double 9 to 12 2) 1,525 1,525 1.525 — 1,315 1,315 1.315 4x2 4)10d 2)10d (1)10d r10dx1h" Lt 5. FL121,090 1,090 1,090 935 935 935 TMax) 4 16 3 2 '8? 9mi :' / j4Y1I'd 12) B,;tOd 'tlil)t10d ;"t 10 1675 6' 167 65' 1;4'40 "1;4 4 0• AR r10 1. Uplift has been increased for wind or earthquake leading with no further increase allowed, reduce where other bads govern. 2. Rod balls are 125% of floor loads unless limeteo by other criteria. Floor bads may be adjusted for bad dura:lons a :cordng to the code provided they do not exceeo those in the roof colurm. 3. Where the top of the carried member is flush with the top of the carrying menber. Hug 6 equal to the depth of the catnep member. Otherwise. Hae shag be measured from the top of the bearing seat to the lop of the carrywg member. 4. Nails: 10d = 0.148' dia. x v big. 10d x 19,' = 0,148' dra. x t h' long. Seo pp. 26-27 for other nal s,zes and inlormalion. CL 241 6, t Fa Simpson Strong -Tie Wood Construction Connectors u Truss Hip/Jack Hanger The versatile THJA26 can accommodate right- or left-hand hips (at 45 -degree skews). and can be installed before or after the hip and jack. Can also be used for double (termirkA hips. Material: 14 gauge Finish: Galvanized Installation: Use all specified fasteners; see General Notes. All multiple members must be fastened together to act as a single unit. Shall be attached to a double girder truss to allow for required minimum nail penetration. See footnote 3. Options: These hangers cannot be modified Codes: See p.14 lot Code Reference Key Chart twitaqPeril Top View Left -Hand Hip Installation SIMPSON StPOAg,Tie THJA26 werlotppant Top View Right -Hand Hip Installation Typical THJA26 Installation Top View Terminal Hip without Center Common Jack 1. UrM loads have been increased for w -rd or earthquake loading with no further npeM allowed, recuce where outer bads govern. 2. Wud (t60) is a dowr*W ia:iv. 3. Loads shown are based on a minimum (2) 2x6 carrying member. For single 2x carrying members (min. 2x6). use 10d x 1 h' mads and use 0.67 of the table value. For (2) 2x4 carNlr'9 members. nwhipy die download by 0.50. 4.16d sinkers (0.148' dia. x 3'/.' tong) may be substituted for :he specified 16d commons at 0.95 of the table bad. 5. Tab•Aated hip and jack allowable bads assume that 75% of the total bad is d'slributed to the hip and 25% to dho jack. It is pemxhed to distribute 65% to 85% of the tabulated total bad to the hip, and the remaining percentage of total load to the jack. The wmblred hip and jack bad may nc1 exceed the published Total Load. 6. For terminal hips, divide the total aDowatle laid by 2 10 determine the allowazib bad for each hip. 7. Truss chord cross -grain tension may linin. allowable bads in aowrdance with ANSVfPI 1-2014. Simpson Strong-TeConnector Selector` software inckides the evaWfon of cross -grain tension in Its hanger allowable bads. For aaditional Information, contact Simpson Strong-T•Ie, 8. Nails: 16d = 0.162' ota. x 3'h' tong, 10d x t h' = 0.148' da. x 1'b' long. See pp. 26-27 for other nod sizes and nformaaon. CL 247 FastEEn ' , ' r-"- DF P AOowable loads PFlH Allon2bldloads Na faryng7(6 10dvl'he' fJaj• Member ifl Fbo Snow Rool Wind UDIIII Floor Strobl 'Root Wnd el. MembEr p •; , a tb0) 00) 1'15) 16U J U 100) (115) ('125) 160) Hip 120 2.010 2,310 2,450 2,450 590 1,740 2,000 2,100 2,100 THJA26 20) 16d 4)10d x 1'h' J4 0 81 6/0 It 1, FL Total 960 200 3.080 3,265 3,265 785 2,320 2,670 1 2.800 1 2,800 1. UrM loads have been increased for w -rd or earthquake loading with no further npeM allowed, recuce where outer bads govern. 2. Wud (t60) is a dowr*W ia:iv. 3. Loads shown are based on a minimum (2) 2x6 carrying member. For single 2x carrying members (min. 2x6). use 10d x 1 h' mads and use 0.67 of the table value. For (2) 2x4 carNlr'9 members. nwhipy die download by 0.50. 4.16d sinkers (0.148' dia. x 3'/.' tong) may be substituted for :he specified 16d commons at 0.95 of the table bad. 5. Tab•Aated hip and jack allowable bads assume that 75% of the total bad is d'slributed to the hip and 25% to dho jack. It is pemxhed to distribute 65% to 85% of the tabulated total bad to the hip, and the remaining percentage of total load to the jack. The wmblred hip and jack bad may nc1 exceed the published Total Load. 6. For terminal hips, divide the total aDowatle laid by 2 10 determine the allowazib bad for each hip. 7. Truss chord cross -grain tension may linin. allowable bads in aowrdance with ANSVfPI 1-2014. Simpson Strong-TeConnector Selector` software inckides the evaWfon of cross -grain tension in Its hanger allowable bads. For aaditional Information, contact Simpson Strong-T•Ie, 8. Nails: 16d = 0.162' ota. x 3'h' tong, 10d x t h' = 0.148' da. x 1'b' long. See pp. 26-27 for other nod sizes and nformaaon. CL 247 VALLEY FRAMING & BRACING DETAIL Lumber Size and Grade Minumum Requirements a4aebwed_ 2d (mOM Rfborhem PMeabetter. RAW pace W4 -en, less- W2dW g,2. PF e1/a2. OF e2 or better a)2d SFM5PF NVOI.Pr42orbettw ft,I, /latent bnaHtY 26 WF!%NF 992, OF 22 W better staepers_ 34widtnel miter seat aAl SPF 83 or better 2 persual 2e6 SPF as Cripples end btoddn- 2d S" 03 or better Tnnr Meer SeedesiN-Soodnm Meldaterlet RIDGE BOARD 2Ks1 TRUSS TRUSS UNDER VALLEY FRAMING VALLEY RAFTER OR RIDGE CRIPPLE Cripples 4'-0" for 30 pill` (TL) and 20 psf (TD) Mac Space the cdppes for each row starting from the valleys of deepen and working Inward to the ridge board so Mat cripple locations are staggered between rows. 7 r O.C. (Tye) Connection Requirement Notes I 1. Wrafterstorldge 416d toe -amts Attachment can be made directly 2. Cripple to ridge 416d toe -nils or through -plywood sheathing 3. Cripple to rafter 416d toe-mUs by clotting a 2"x6" notch In sheathing pi•..+lote Pr p•rv.-V .an wow. wwn pet ' lessee ,.Me •IAw.W, W w.a ease hr a-•.seri .t1We e4'w.eu.l •revep w carton dale . i 16d face-nalls 0 iJ 0 4. Rafter to sleeper or blocking S 16d toe•nalb BC LL 0 0 0 0 Rafter to two 2x6 sleepers. 416d toe -MIN Wig. • e. rTV tY'e+ante ac age roe M 1-pe"es" rer 4th. •• ^ i ee. ww0, eco• peva se Yud as %_ In mMaewre. sM ,vaVM 1, r ser la,r ,a, •< ORIOQ: baattsaen l r.a.p .F wow.. •' D A•\ P S. sleeper to twos 4 16d toe -nags Kl1.the. esvw ow G.04n Nr MehO ttla.re .elapeery e. pMaesleW V v Ya i.sea "t AAV t~w. ~ tea E Two 2x6skepers to truss 316d toe -nails each sleeper h truss e¢1 L Ridge board to too( block 416d too -nails e— RAFTER CVT A6 REWO, FOR PITCH 7. Rage board to truss 4 16d tce•etalb a s L Purlkl to (Typ) 316d too -mils A TnW to blocking 4 16d tee -nets 10. Truss to Cripple 416d toenails 11. Truss to cripple 416d we•nalls 2aA 6LOCgMO 12. Cripple to piuun 316d toenails SPACGO NOTES m""`^° aoeeunaaepCRIPPLE, BRACING, & BLOCK NG NOTE ASUUCP) 13. Collar beam to rafter 4164 too-nalis Pudkts requiredY-0" O.C. in absence of plyw000 sheathing NOT816d (0.ti2'x3.5•) COMMON NNIS Trusses without sheathingapplied must be evaluated accordingly. -w continuous lateral restraint (Gifu min. is TT=d ler ettpples t co lot to fl longpplair• n.11.d oar: -rod (o.1ae'7r3' Hans. or:xa-r er scab nlnrorcemem reaed to flat aS putting, should overlap sheathing one truss spacing minimum. o(uippM wkh I0d (0.126'x3.0') nails et i" ac T or icab must be 10% of cri= la%Vh. In cases that MM M bnpracdcal: owdap sh"Ming a minlmten Cripples over 10'•0" long re gun two CLR's or both Caen wf T or sob, Use a se of i', and nag upwards through ahoathing Into pudin with a graded lumber a box or Common nags. minimum of bad 0.131'x26') common win rafts: 44wrow edge of cripple an face ridge or rafter. Effects of Act providiag shealhing below &.valley set as long as Mo proper number of nods an must be ivduamd by the building designer. Installed into ddge,boar7 This drawing applies to valleys with the following eondntons' 4n3lall blocking under mftar N steepars an not used Spans (distance, between heats) 40'-0" or Mss 4nsta0 blocking under cripples H cripplos fall between is not 6Ad. 4AIWMum valley ftelQhC 14'4' -Apply all Hallinlower truss g In achoccordance to conoand lateral ntgNOS puhamenb. MLAmum moan not Might: 30 fact Nails an common win nags unless noted ctherwls4. ASCE 745.140 mph, Enclosed. Cat II, Exp 6,1=1.0, KIte1.0 , 1, Or A Maximum of ASCE 7-10,160 mph, Enclosed, lap 0. Kah1.0 I, n Y (A) B) (••1 runimo- W woo r M X Act stilt a Trac m n s i No. 70861gfVlfAln ft>aaf r flan D APID AXW .L WIC1Oii T= INA AIC batrstos; Tt LL 20 30 40 54 REF VALLEY FRAMING fevew _4I ese•e.. oen In steamers end atdu r.% rape. elr Yte.s ..see, a. sot oea+o avveaw,tt al.q• tas,aaw. b 171 4ssiou r.0 .r ; v oar fuleoe— alrr•aen wow * TC DL 10 20 7 7 DATE 10/01/14 pi•..+lote Pr p•rv.-V .an wow. wwn pet ' lessee ,.Me •IAw.W, W w.a ease hr a-•.seri .t1We e4'w.eu.l •revep w carton dale . BC DL O 0 iJ 0 ORWG VACNV1803015 G ( I ale ra.e ....•wt .t..daa ee.e. weete ram r..n.wa.,.1.....t ...t,.a,,.o. b• STATE OFIrrwlawer.eeo wataa per aCi/ seetlaa Ice, p e- a1p..a appldW. Mql M two b side a e, w a.ree u f- end. .nd an u..unt b..ae. a..., M.+ •&.r.w arw ee ti.aw lfM-2 rs nuderd d•a paAoonc A BC LL 0 0 0 0 1 1 AN ttwmhdwlr Wig. • e. rTV tY'e+ante ac age roe M 1-pe"es" rer 4th. •• ^ i ee. ww0, eco• peva se Yud as %_ In mMaewre. sM ,vaVM 1, r ser la,r ,a, •< ORIOQ: baattsaen l r.a.p .F wow.. •' D A•\ P TOT LD.30 00 47 61 Kl1.the. esvw ow G.04n Nr MehO ttla.re .elapeery e. pMaesleW V v Ya i.sea "t AAV t~w. ~ tea E DUR FAC 1.25/115 e¢1 eras •maw or the bw4 A It SEE ABOVEre,p M — .a. — Wb "AtIsww°t" C0....`"s w•n'y. o ate -A-0-9 Cracked or Broken Member Repair Detail Load Duration_ ___ 0% I -------A oar n„rn+Inn of Load This drawing specifies repairs for a truss with broken chord or web member. This design Is valid only for single ply trusses with 2x4 or 2x6 broken members. No more tyhan one break per chord panel and no more than two breaks per truss are allowed. Contact the truss manufacturer for any repairs that do not comply with this detail. B) - Damaged area, 12' max length of damaged section L) a M4Jnun nalling distance on each side of damaged area (B) S) = Two 2x4 or two 2x6 side members, sane size, grade, and sppecies as damaged member. Applyy one scab per face. HUrlum side member length(s) = (2XL) F (B) Scab member length (S) must be within the broken panel. Nall into 2x4 members using two (2) rows at 4' o.c., rows staggered. Nall Into 2x6 members using three (3) rows at 4' o.c., rows staggered. Nall using 10d box or gun nails (0.12810', min) Into each side member. The maximum permitted lumber grade for use with this detail Is United to Visual grade 41 and MSR grade 1650f. This repair detail nay be used for broken connector plate at nid-panel splices. This repair detail may not be used for damaged chord or web sections occurring within the connector plate area. Broken chord may not support any tie -In loads. 4' o c iTyplcal ~ O + O + O + 0 O + 0 + O + O + 1 2' (-- Stagger Back Face 10d Box (0.128' x 3', min) Nails, Front Face 2x4 Member - Double Row Staggere 2x6 Member - Triple Row Staooere4 Nail Spacing Detail HNtrO1P t6SIJ No r0.tJly a1 ,Ottl a Ttas wwWrwaw+TlNf rlst l Tlat soevea m iltl rawe.olQS sawec 6 =Tl4= I— U U NZA__ . o i,iin a try ns Tc.w s• tw wa ..s w .>w• ro a.rm i AN IIW D7MIMIIY tri a..q av r.uw. aw wn w,.,c• .ta .w ihn 4 ra• t.ns auM+ rum=. t..ew M t—.. vrs a..tia pm..,ers. wr ..Wr r.. rsen • o tatw. Vti. s..c. O.a. Rob awz..w a.o.r Mea.r. ew.•. r. vr r PI t 9— b Wi7* 6.0CNs LLIOD N ehiit cs,i'nt....e..Cw pG,, .~w:i•iw i'i i. xwr.ah s i I L REF MEMBER REPAIR DATE 10/01/14 DRWG REPCHRD1014 V Maximum Member Axial Force Member Size L SPF -C HF DF -L I SYP Web Only 2x4 12' 620# 635# 730# 800# Web Only 2x4 18' 97541 1055# 1295# 14150 Web or Chord 2x4 24' 9754 1055# 1495# 1745# Web or Chord 2x6 1465# 1585# 2245# 2620# Web or Chord 2x430' 1910# 1960# 2315# 2555# Web or Chord 2x6 2230# 2365# 3125# 3575# Web or Chord 2x436, 2470# 2530# 2930# 3210# Web or Chord 2x6 3535# 363514 4295# 4745# Web or Chord 2x4 42' 2975# 3045# 3505# 38350 Web or Chord 2x6 43950 4500# 5225# 5725# Web or Chord 2x448' 3460# 3540# 4070# 4445# Web or Chord 2x6 5165# 5280# 1 6095# 1 6660# Nail Spacing Detail HNtrO1P t6SIJ No r0.tJly a1 ,Ottl a Ttas wwWrwaw+TlNf rlst l Tlat soevea m iltl rawe.olQS sawec 6 =Tl4= I— U U NZA__ . o i,iin a try ns Tc.w s• tw wa ..s w .>w• ro a.rm i AN IIW D7MIMIIY tri a..q av r.uw. aw wn w,.,c• .ta .w ihn 4 ra• t.ns auM+ rum=. t..ew M t—.. vrs a..tia pm..,ers. wr ..Wr r.. rsen • o tatw. Vti. s..c. O.a. Rob awz..wa.o.r Mea.r. ew.•. r. vr r PI t 9— b Wi7* 6.0CNs LLIOD N ehiit cs,i'nt....e..Cw pG,, .~w:i•iw i'i i. xwr.ah s i I L REF MEMBER REPAIR DATE 10/01/14 DRWG REPCHRD1014 V Jan: SHMIK oEllkil NOTE: IF PALLETS'OF CONSTRUCTION MATERIAL WEIGHING MORE ARN 5000 EOUIREORE TO BE PLACED OH FLOOR TRUSSES, SHORING RECOMMENDED SHORING DETAIL IS K CONCENTRATED LOAD DUE TO -UPPER -FLOOR CONSTRUCTION MATERIAL. PROVIDE 2'0" CLEARANCE'ON'ALL SIOES•OF A PALLET. MAXIMUM 1 WEIGHT PER PALLET IS. 20000. • LOAD MUST BE SPREAD OVER AT LEAST 2 -TRUSSES. NOTE: SEE APPROPRIATE ALPINE -DRAWING. FDR .LU148ES. PLATES AND LOTHER DATA NOT SHOWN HERE. lM 2dDbM building M1lcfiRl NVls. NOTE T00 NSTALlTbF1iA: ARLMOVE R THIS 1/2" gypsum bd. a 2.2 psf 114" laYcr MATERIAL. IS TO 9E SUPPLIED h S/$" gypsum bd. - 2.8 psf /'5B" 8Y THE CONTRACTOR. R tInycr 15008 CAPACITY 8POSTS: 0'._4 '0" OX.. " cont. block- 60 ps[!6" Idycr masonrybriek-38psf/.4"'Dyer;_, 20— 0 MINIMUM SUBFLOOR-UNDERLA•YMENT *.2000#- M 2000#.- 2) —2X6 HEADER 4X4 OR (Y-2XU4'_0" UNDER TRUSSES •WHEN ..SHORING POSTS @-4'0" O.C. YS REOUIRED.- 91 AP acr. 7/L7j97 CLEAR SPAN PLT. P- L P N• - A N r o 0 0 0 0 REF DETAIL to o _ 'v c DATE 05102/96, c C' t' o" ORM HC12396074 o ALAINFE a Recommendeded Shoring Detail TausS Gl O Cl O til d 1 ALPINE ifn Infnrm finn• istomer:. v, Carpenter Contractors of America Job Number N333522 tiDescription: FLORIDA TEEN BUILDERS ,9A6/9A7 ,258SE/258MA/258TA ,RA01 dress: I City, State, Zip: Alpine, an ITW Company 2400 Lake Orange Dr., Suite 150 Orlando, FL 32837 Phone: (800)755-6001 alpineitw com Name, Address and License # of Structural EOR if one exists for the building: Name: License #: Address: City, State, Zip: Job Engineering Criteria: Design Code: FBC 6th Edition (2017) State: View Version: 17.02.01.1115.21 JRef #: 1 W 9X89750027 Wind Standard: None Wind Speed (mph): 0I Roof Load (psO: 20.00-10.00-0.00- Floor Load (pst): 40.00-10.00- 0.00- 5.00 5.00 This package contains a job notes page, 61 truss drawings and 9 details. Item Seal # Truss 1 097.18.1330.47970 Al 3 097.18.1330.48658 A3 5 097.18.1330.48610 A5G 7 097.18.1330.48969 G1 9 097.18.1330.48425 G3 11 097.18.1330.47221 FG1 13 097.18.1330.47331 D1 15 097.18.1330.47362 D3G 17 097.18.1330.46599 L2G 19 097.18.1330.48876 V3 21 097.18.1330.48766 V1 23 097.18.1330 49093 MV2 25 097.18.1330.48953 EJ7 27 097.18.1330.47723 EJ7A 29 097.18.1330.48673 E.12 31 097.18.1330.49062 CJ5S 33 097.18.1330.47566 CJ3A 35 097.18.1330.48548 CJ1S Item Seal # Truss 2 097.18.1330.47206 A2 4 097.18.1330.48549 A4 6 097.18.1330.49001 A5GA 8 097.18.1330.46192 G2 10 097.18.1330.47722 G4G 12 097.18.1330.49141 C1G 14 097.18.1330.49156 D2 16 097.18.1330.47565 L1 18 097.18.1330.48719 H 1 G 20 097.18.1330.46739 V2 22 097.18.1330.48580 MG1 24 097.18.1330.48813 MV1 26 097.18.1330.47689 EJ74 28 097.18.1330.46692 EJ7S 30 097.18.1330.48689 CJ5A 32 097.18.1330.48923 CJ3S 34 097.18.1330.Js2 xe CJm has been etectronicaty 36 097.18.11330.4 O iHa1 SirnaNnre. PrintM twpiea h utanoriginal o4/o9not s Florida Certificate of Product Approval #FL1999 Pri aorleturemust Ce Venneo eSlflOinO Orgelsl eletlrOnlC version. V No. 70afii STATE O).. e4 S ONA1. nted 4/912018 11.32 07 AM ALPINE NITN(O"M V CffA r., {AIM ^JfIAI• Customer., vCarpenter Contractors of America Job Number. N333522 JobDescription: FLORIDA TEEN BUILDERS ,9A6/9A7 ,258SE/258MA/258TA ,RA01 Address: I City, State, Zip: Item Seal # Truss 37 097.18.1330.48891 CJ54 39 097.18.1330.49048 CJ34 41 097.18.1330.46195 CJ14 43 097.18.1330.48906 HJ7A 45 097.18.1330.46597 HJ7S 47 097.18.1330.46598 FT1 49 097.18.1330.46786 MG 51 097.18.1330.46194 FT2 53 097 18.1330.48424 FT3 55 097.18.1330.48423 FT4 57 097.18.1330.47923 FT6 59 097.18.1330.46738 FT7GE 61 097.18.1330.48984 FT10G Alpine, an ITW Company 2400 Lake Orange Dr., Suite 150 Orlando, FL 32837 Phone: (800)755-6001 alpineitw.com Item Seal # Truss 38 097.18.1330.47549 CJ3 40 09718.1330 48781 CJ1 42 097.18.1330.46196 HJ7 44 097.18.1330.48550 HJ74 46 097.18.1330.46785 HJ2 48 097.18.1330.46193 MA 50 097.18.1330.46197 FT1GE 52 097.18.1330.49125 FT2GE 54 097.18.1330.47207 FT3G 56 097.18.1330.48720 FT5 58 097.18.1330.47736 FT7 60 097.18.1330.49063 FT8G This d=ement has been electroniealy Agawl uaini) a nCfiHal Sipnrhr e. Pri d covies with3ut an orioinal signetcre rrnl be verified esinothe original electronic version. Voll ill ND. 70861 t STATE OF f r O,lt '• A OR IOef Fes ONAI. 04/09/2018 Florida Certificate of Product Approval #FL1999 Printed 4/9/2018 1132:07 AM t Job Number. N333522 Py: 1 SEON: 1585 / T37 COMN Cust. R8975 JRef• 1W9X89750027 Ir FLORIDA TEEN BUILDERS Oly. 8 FROM PFH DrwNo: 097.18.1330 47970 Truss Label: At I SSB / DF 04/07/2018 r10 14 1s271'2 30• E r10"14 7'1"2+ rY2 + r10"14 5x5D 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 " 30• 1' 10' i 10' 10' i1• r 10' 20• + 30• Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 24.19 R TCDL: 4 2 psf BCDL. 5.0 psf MWFRS Parallel Dist- 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #1 .132 2x6 SP #2 N: Webs 20 SP #3.W2, W3 20 SP #2 N: Lt Wedge 20 SP #3::Rt Wedge 20 SP #3: Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Loading Truss passed check for 20 psi additional bottom chord live load in areas with 42" -high x 24" -wide clearance. Snow Criteria ft,Pf in PSF) Pg: NA Ct. NA CAT: W Pl: NA Ce- NA Lu- NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 6th.ed TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc Udell L/# VERT(LL): 0.126 H 999 360 VERT(rL): 0.438 H 999 240 HORZ(LL): 0.046 H - HORZ(TL)• 0.103 H Creep Factor. 2.0 Max TC CSI: 0 936 Max BC CSI: 0.798 Max Web CSI: 0.668 VIEW Ver: 17.02.01A.1115.21 Wind Wind loads based on MWFRS with additional C8Cr r/ ppfurrtlppr' member design ,xdh w, H o. 708 1 F, co,'as ONAI 04/09/2018 Maximum Reactions (lbs) Loc R / U / Rw / Rh / RL /W B 1643 /704 /1025/. / 287 140 F 1643 /704 /1025/- / - /4.0 Wind reactions based on MWFRS B Min Brg Width Req = 1 9 F Min Brg Width Req = 19 Bearings B 8 F are a rigid surface Members not listed have forces less than 375# Maximum Top Chord Forces Per Py (lbs) Chords Tens.Comp. Chords Tens. Comp B - C 1115 -2701 D - E 1140 -2425 C - D 1140 -2423 E - F 1115 -2702 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. Chords Tens Comp. B-1 2289 -852 H - F 2291 -852 I- H 1564 -439 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C-1 398 -513 D - H 9D2 - 422 I - D 900 -422 H - E 398 -513 RNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS in fabricating, h ndlingg, shipping, in tallmg.and bracing , Refer to and follow the latest edition of BCSI (Building1, by TPI ane S CA) & safety practices prior to perloing these functions Installers shall provide temporary d otherwise,top chord shall have property attached ssructural sheathing and bott2rrl g ord ions have137 roennsshownforermanentlateralrestrntfwebsshathav, braacing9 ns ailed p r BC sec each face oftruss and position as shown above and on the Join' etalls. un(ess noted otherwise. Refer to not be responsible for any TPI www failure to buildthe or The suigability A IPLNE m IIwmM Nf/ 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 Job Number. N333522 Py 1 SEON: 1586 / T36 / HIPS Cust. R R8975 JRel: 1 W9X89750027 FLORIDA TEEN BUILDERS Oly. 2 FROM• RDG DrwNo• 097 18.1330.47206 Truss Label: A2 KM / WHK 04/07/2018 6'7" 13' 17' 23'5" 30 r 6'7" 6.5. 4. 6.5" 4X10 _-5X8 D E 30 10' 10' 10' 1' r 10, 20' .+. 30' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL' 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT NA PP Deflection in loc Udefl L/# TCDL: 17.00 Speed: 150 mph PP NA Ce. NA VERT(LL): 0.127 1 999 360 BCLL. 000 Enclosure. Closed Lu: NA Cs: NA VERT(TL). 0 449 1 999 240 BCDL' 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.053 1 - Des Ld: 47.00 EXP. C Mean Height. 23 69 R HORZ(TL): 0.120 1 NCBCLL: 10.00 TCDL: 4.2 psf Code / Misc Criteria Creep Factor: 2.0 Soffit: 0.00 BCDL: 5.0 psf Bldg Code, FBC 6th.ed 201 Max TC CSI: 0.841 Load Duration: 1.25 MWFRS Parallel Dist: h to 2h TPI Std: 2014 Max BC CSI: 0.831 Spacing, 24.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI. 0.258 Loc. from endwall: not in 9.00 R FT/RT:20(0)/10(0) GCpi: 0 18 Plate Type(s): VIEW Ver: 117.02.011A.1 115 21WindDuration: 1.60 WAVE Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #1 :B2 2x6 SP #2 N: Webs 20 SP #3:W3 20 SP #2 N: Lt Wedge 2x4 SP #3,:Rt Wedge 2x4 SP #3 - Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bracing a) 1X4 #3SRB or better continuous lateral restraint to be equally spaced. Attach with (2) 8d Box or Gun nails(0.113'X2.5",min.). Restraint material to be supplied and attached at both ends to a suitable support by erection contractor. a) or scab reinforcement may be used in lieu of CLRrtqutfllrgiruip, restraint. substitute (1) scab for (1) CLR and (2) H• ,, scabs for (2) CLR'S where shown. Scab O QPM eg ••••. reinforcement to be same size, species, grade, and r of 80% length of web member Attach with 0.128x3" gun9 Cj nails @ 6" oc Loading 0 708 Truss passed check for 20 psf additional bottom chord live load in areas with 42" -high x 24" -wide e e • clearance. Wind E Z SAT C1 Q` Wind loads based on MWFRS with additional C&C member design. 0 ••. P • i oe•o coIONAI.'. r/ft>1rMMIOO 04/09/2018 Maximum Reactions (lbs) Loc R /U /Rw /Rh /RL /W B 1618 /308 /1030/- / 254 /4.0 G 1631 / 308 / 1030 / - /. /4.0 Wind reactions based on MWFRS B Min Big Width Req = 1.9 G Min Brg Width Req = 1.9 Bearings B 8 G are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Py (lbs) Chords Tens.Comp Chords Tens. Comp B - C 1040 -2703 E - F 971 -2359 C - D 970 -2330 F - G 1039 -2732 D -E 874 -1713 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens. Comp B - J 2309 -796 I - G 2334 -824 J - I 1727 -518 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - J 302 -465 E - I 678 -224 J - D 648 -254 I - F 301 -464 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in labricatin , hh ndlin9, shippin , installing and braan .. Refer to and follow the latest ed/tion of SCSI (Bulldin99 Component Safety Information, byY TPI an S CA) f$r salety ractices prior to performing these (unctions. Installers shall provide temporary bracin er BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bott2m Nord shall have a properly attach n id celllnp Locations shown for Dermanent lateral restrxtnt bf wpbs shall have braang nstalled pqr BC I sections B3, B7 or e10 as app Ica e. Ap Ty uuta( s to each face of truss and position as shown above and on the Jom etalls, un ess noted otherwise. Refer to ALPINEdrawings160A -Z igI slan ard plate positions. Alpine, a division or ITW B II Ing Compon nts GrOpp InC. shall not be resuons/ble for any devietion from this drawin ap failure to build the •,r,wo, truss m ntgrman with %51lTPI tpor or hoan pIIASL shippmtq, Installabon9 nd braclng of huss Seal on thrs dr wlXq or cover page , , 2a00 9lakeOrange Dr. Ifstin this rawin indicates acce lance i throTessiona en rneerin responsfbfli so a or tthe des/gn sho n. The sui bilityand $se o this /awing for any s ructure s e responsibiPfit of the uildipg Desig er pe ANSI/TPI 1 qc.2. Suite 150 For more information see This' b's eneral notes a and these web ades: ALPINE. www at meitw wm; TPI. www 1 'nst or SBCA www abandus wm; ICC. www icCsale Orlando FL, 32837 Job Number: N333522 Py: 1 SEON 1587 / T35 / HIPS Cust. RR8975 JRef- 1W9X89750027 FLORIDA TEEN BUILDERS Oly 2 FROM RDG DrwNo. 097 18.133048658 Truss Label: A3 KM / WHK 04/07/2018 5'7" 11' 19' 24'5" 30' 5,7„ 5,5„ 8' i' 5.5.. + 57„ '1 oSS00514T2=SS0514 30' L 1 10' i 10' r r 10, 20' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Def)/CSI Criteria TCLL 20.00 Wind Std: ASCE 7-10 Pg NA Ct: NA CAT: NA PP Deflection in loc Udell L/# TCDL 17.00 Speed. 150 mph Pf NA Ce- NA VERT(LL)• 0.124 1 999 360 BCLL 0.00 Enclosure: Closed Lu: NA Cs NA VERT(TL) 0.446 1 999 240 BCDL, 10.00 Risk Category: II Snow Duration: NA HORZ(LL). 0.056 1 - - Des Ld: 47.00 EXP C Mean Height: 23 19 R HORZ(fL): 0.129 1 NCBCLL: 10 00 TCDL. 4.2 psi Code I Misc Criteria Creep Factor, 2 0 Soffit 0.00 BCDL* 5.0 psf Bldg Code, FBC 6th.ed 201 Max TC CSI: 0.865 Load Duration. 125 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI 0839 Spacing 24 0 " C&C Dist a: 3.00 ft Rep Factors Used. Yes Max Web CSI. 0.199 Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) GCpr 0.18 Plate Type(s): VIEW Ver: 1702.01A.1115.21WindDuration160WAVE, HS, 18SS Lumber Value Set. 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N :T2 2x4 SP #1. Bot chord 2x4 SP #1 Webs 2x4 SP #3.W3 2x4 SP #2 N: Lt Wedge 2x4 SP #3::Rt Wedge 2x4 SP #3: Lumber value set 1313" uses design values approved 1/30/2013 by ALSC Bracing a) 1X4 #3SRB or better continuous lateral restraint to be equally spaced. Attach with (2) 8d Box or Gun nails(0 113'`x2 5",min.) Restraint material to be supplied and attached at both ends to a suitable support by erection contractor a) or scab reinforcement may be used in lieu of CLR ptuHufuprup, restraint. substitute (1) scab for (1) CLR and (2) scabs for (2) CLR'S where shown. Scab 1 , reinforcement to be same size, species, grade, and 80% length of web member Attach with 0.128x3" gun nails @ 6" oc. j SF • 7^ ''.. Loading0. 708 Truss passed check for 20 psf additional bottom chord live load in areas with 42" -high x 24" -wide clearance. Wind o t S T 0 ; Q Wind loads based on MWFRS with additional C&C' member design. 0 • k, q•• •• CO l0NAL 10' 30' Maximum Reactions (lbs) Loc R /U /Rw /Rh /RL /W B 1599 /437 /1029/- / 220 /40 G 1621 /437 /1029/- / - 14.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.9 G Min Brg Width Req = 1.9 Bearings B & G are a rigid surface Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens Comp B - C 1069 -2560 E - F 972 - 2355 C - D 972 -2301 F - G 1068 -2711 D -E 933-1913 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - J 2273 -829 I - G 2318 - 856 J-1 1952 -635 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp J - D 502 -134 E-1 503 -123 04/09/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, hhandling shiapin installing and bracing. ,Refer to and follow the latest edition of SCSI (Building Safety Information, by TPI an9 SBCA) g) safety ractices prior to performing these functions. Installers shall provide temporary SCSI, Unless noted otherwise,top chord shall have proDerlY attached structural sheathing and bottom gNord;hall have a pro2erly ceffl ocabons shown for Dermanent lateral restraint of webs shall hav bracina ms ailed p r BC51 s coons B3, B7 or 810, e Apploy Agates to each face of truss and position as shown above and on tI a Jom Details, unless note otherwise. Refer to 60A -Z for standard plate positions. of n NI 1, or for r racce tante any structure failure to buildthe The suitability A IPLNE M"We w+ux 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number. N333522 Py. 1 SEON: 1588 / T34 /HIPS Cust: RR8975 JRef: 1W9X89750027 FLORIDA TEEN BUILDERS Oty. 2 FROM. RDG DrwNo: 097.18.1330 48549 Truss Label: A4 KM / WHK 04/07/2018 5'11" 21' 24'1" 30' , 511 6' , 31 o 4X6 = 4X4 4X6 D E F Loading Criteria (psi) 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 " 30' 10' , 10' 10' 1' , 10, i 20, 30' Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category. II EXP C Mean Height. 22 69 it TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3 00 it Loc from endwall. not in 9.00 it GCpi: 0.18 Wind Duration: 1.60 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lt Wedge 20 SP #3::Rt Wedge 2x4 SP #3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: W Pt. NA Ce: NA Lu: NA Cs' NA Snow Duration. NA Code I Misc Criteria Bldg Code. FBC 6th.ed 201 TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE WARNING" READ AND FOLLOW IMPORTANT" FURNISH THIS DRAWING TO A Icon as s shall not and Def11CSl Criteria PP Deflection in Ioc UdeO L/# VERT(LL): 0.124 E 999 360 VERT(TL): 0.475 E 999 240 HORZ(LL). 0.048 J - HORZ(TL): 0117 J Creep Factor: 2.0 Max TC CSI 0.782 Max BC CSI: 0.806 Max Web CSI: 0.340 VIEW Ver: 17.02.01A 1115.21 rryi 04/09/2018 Maximum Reactions (lbs) Loc R /U /Rw /Rh /RL /W B 1548 /440 /1022/- / 187 /40 H 1548 /440 /1022/- / - /4.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.8 H Min Big Width Req = 1.8 Bearings B 8 H are a rigid surface Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - C 1080 -2524 E - F 989 -2053 C - D 997 -2199 F - G 997 -2199 D - E 990 - 2053 G - H 1079 -2524 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens Comp. Chords Tens. Comp. S - K 2147 -832 J - H 2147 -860 K -J 2322 -872 Maximum Web Forces Per Ply (lbs) Webs Tens Comp. Webs Tens. Comp D - K 625 -251 J - F 626 -251 IING THE INSTALLERS to and follow the latest edition of SCSI (Building se functions. Installers termshallprovide poraheathinggandbottomr hord;pall hav a proppe5 cinq nsl;lied per BG I sections 03, 7 or B10Y In etalls, un ess note otherwise. Refer to ALPINE viation from this dr;win anY failure to build the jssesA seal on thr; dr8wirfq or cover pa e , rWC 2400 Lake Orange Dr. solely or the design shown. The suitability 9 er perANSI/fPI 1 S8c.2. Suite 150 w.tpmst orp, SBCA www sbandus.cortr ICC www iccsere orgSBCAwwwsbundus.wm; ICC' www icesere org Orlando FL, 32837 Job Number: N333522 Ply: 1 SEON. 1589 / T25 / SPEC Cusl: RR8975 JRef. 1W9X89750027 FLORIDA TEEN BUILDERS Oly, 1 FROM: PFH DrwNo' 097 18.1330.48610 Truss Label: A515 KM / WHK 04/07/2018 T 15' 23' 30' 7. r 8. 8' 7. T o 00 T e SS0712 C 12 m,— r: 4) 1113X08 T2 / @8XE10 6 5X5((C8) 85 Wind Criteria TCLL: 20.00 m4X6(C T3 F a) VV2 a) W L G K J I H 1114X8=SS1017 1112X4=4X4(C1) 30' 1' i 6'10"4 8'1"12 8'1"12 i 6'10"4 r-1i6'10"4 15' + 23'1"12 30' + Loading Criteria (psp Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 17.00 Speed: 150 mph BCLL: 0.00 Enclosure: Closed BCDL• 10.00 Risk Category: II Des Ld: 47.00 EXP. C Mean Height: 22 19 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit. 000 BCDL 5.0 psi Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24 0 " C&C Dist a: 3.00 it Loc. from endwall: not in 144.00 GCpi• 0 18 Wind Duration: 1 60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 20 SP 2400f -2.0E :T2 2x8 SP 24001-2.OE: 33 2x4 SP #1 Bot chord 2x8 SP 2400f-2.OE Webs 2x4 SP #3:W2 2x4 SP #2 N: W4 2x4 SP 2400f -2.0E Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Bracing a) 1X4 #3SRB or better continuous lateral restraint to be equally spaced. Attach with (2) 8d Box or Gun nails(0.113"x2.5",min ). Restraint material to be supplied and attached at both ends to a suitable support by erection contractor. a) or scab reinforcement may be used in lieu of CLR restraint. substitute (1) scab for (1) CLR and (2) scabs for (2) CLR'S where shown. Scab reinforcement to be same size, species, grade, and 80% length of web member. Attach with 0 128x3" gun nails @ 6" oc Special Loads Lumber Dur.Fac =1.25 / Plate Our Fac.=1.25) TC: From 78 plf at -1.00 to 78 plf at 31.00 BC. From 20 plf at 0 00 to 20 plf at 30.00 TC: 562 Ib Conc. Load at 7.03 TC: 250 Ib Conc. Load at 9.06,11.06.13 06 BC: 574 lb Conc Load at 7 03 BC 136 Ib Conc. Load at 9.06,11.06,13.06 BC: 1389 Ib Conc. Load at 14.27 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 TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE, 18SS Wind Defl/CSI Criteria PP Deflection in loc Udell L/# VERT(LL). 0 226 D 999 360 VERT(TL): 0 849 D 663 240 HORZ(LL): 0.039 C - HORZ(TL) 0.093 C Creep Factor: 2 0 Max TC CSI- 0.928 Max BC CSI: 0571 Max Web CSI: 0.655 VIEW Ver. 17.02 01A.1115.21 Wind loads and reactions based on MWFRS Additional Notes WIND LOAD CASE MODIFIEDI WARNING" READ AND FOLLOW ALL IMPORTANT" FURNISH THIS DRAWING TO ALL C lion as shall not and pik. 7 nIy1 ' • Q Lt L, S 0NAL E , rN+brpernellaN 04/09/2018 Maximum Reactions (lbs) Loc R / U / Rw / Rh / RL /W K 3881 12033 / - / - / - /4.0 F 2897 /1290 / - J - / - /40 Wind reactions based on MWFRS K Min Brg Width Req = 3.2 F Min Brg Width Req = 2.4 Bearings K & F are a rigid surface. T 0 T Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. Chords Tens. Comp B - C 3760 -7769 D - E 4104 -9211 C - D 4107 -9214 E - F 2436 -5479 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - J 6883 - 3260 I - H 4825 -2129 J-1 6844 -3259 H - F 4824 -2124 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp J - C 945 -306 D-1 865 -1208 C-1 2560 -1117 I - E 4784 -2153 N THIS DRAWINGI ORS INCLUDING THE INSTALLERS racing Refer to and follow the latest edition of BCSI (Buildinierfomingthesefunctions. Installers shall provide tern oranr9 d structural sheathing and bottom chord shall have arope" shall have bracing installed p r SCSI coons 63, 137 or 810, and on the Joint Details, unless note otherwise. Refer to failure to build the orcover pa e n. The suiQbility ALPINENE m rrw0)AIINlY 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 FL ORIDA ss TEENBUILDERS I Oty: 1 l: A5GA I FROM: RDG / T62 /HIPS DrIKM No RWHK 8.1330.4 / 209850027 7' 15' 23' 30' 7' 8' 8' T e 8X8 11106 sli 8X8 C D T2 E 30' L1'J 6'10"4 8'1"12 8'1"126'10'4 1' T 6'10"4 15' 23'1"12 + 30' + Loading Criteria (psi) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 17.00 Speed: 150 mph SCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category, II Des Ld 47.00DDes EXP. C Mean Height: 22 19 it 10.00NCBTCDL• 4.2 psf Soffit: 000 BCDL: 5.0 psi Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 it Loc. from endwall: not in 144.00 GCpr 0.18 Wind Duration: 1.60 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP 2400f -2.0E :T2 2x6 SP SS: Bot chord 2x6 SP SS Webs 2x4 SP #3:W2, W4 2x6 SP #2 N: Lt Wedge 2x4 SP #3::Rt Wedge 2x4 SP #3: Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Bracing a) 1X4 #3SRB or better continuous lateral restraint to be equally spaced. Attach with (2) 8d Box or Gun nails(0.113"x2.5",min ). Restraint material to be supplied and attached at both ends to a suitable support by erection contractor. a) or scab reinforcement may be used in lieu of CLR restraint substitute (1) scab for (1) CLR and (2) scabs for (2) CLR'S where shown. Scab reinforcement to be same size, species, grade, and 80% length of web member. Attach with 0.128x3" gun nails (d 6" oc. Wind Wind loads and reactions based on MWFRS. Bearing Block(s) Brg b1ocks:0.128"x3" nails brg x-loc #blocks length/bik #nails/blk wall plate 1 0.000' 1 12" 4 Rigid Surface 2 29.667' 1 12" 4 Rigid Surface Brg block to be same size and species as chord. Refer to drawing CNNAILSP1014 for more information. WARNING" REAI IMPORTANT" FURNISH THIS any Snow Criteria (P9,Pr in PSF) Pg: NA CL NA CAT: NF PI: NA Ce: NA Lu. NA Cs: NA Snow Duration* NA Code I Misc Criteria Bldg Code- FBC 61h.ed 201 TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE, HS Special Loads Defl/CSI Criteria PP Deflection in loc Udell L/# VERT(LL): 0.264 D 999 360 VERT(rL)- 0.987 D 569 240 HORZ(LL). 0.069 H - - HORZ(rL): 0164 H Creep Factor: 2.0 Max TC CSI. 0.969 Max BC CSI: 0.869 Max Web CSI 0.535 VIEW Ver: 17 02.01A.1115.21 Lumber Dur.Fac.=1 25 / Plate Dur.Fac.=1.25) TC From 78 pit at -1.00 to 78 pit at 7.00 TC: From 39 pit at 7.00 to 39 pit at 23.00 TC. From 78 pit at 23.00 to 78 pit at 31.00 BC: From 20 pit at 0.00 to 20 pit at 703 BC From 10 pit at 7 03 to 10 pit at 22.97 BC From 20 pit at 22.97 to 20 pit at 30.00 TC: 565 Ib Cone. Load at 7.03 TC: 254 Ib Cone. Load at 9.06,11.06,13 06,15 00 TC: 250 Ib Cone. Load at 16.94,18.94,20 94 TC 562 Ib Cone Load at 22.97 BC: 579 lb Cone. Load at 7.03 BC: 137 Ib Cone. Load at 9 06,11.06,13 06,15.00 BC, 136 Ib Cone. Load at 16.94,18.94,20.94 BC 574 Ib Cone Load at 22 97 i 0.7.08 1 OSAT Q 1 1 ip iMlr r1 04/09/2018 Maximum Reactions (lbs) Loc R /U /Rw /Rh /RL /W B 3660 /1670 / - / - / - /4.0 F 3652 /1660 / - / - / - /40 Wind reactions based on MWFRS B Min Brg Width Req = - F Min Brg Width Req = - Bearings B 6 F are a rigid surface. T 4T Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp Chords Tens. Comp B - C 3192 -7023 D - E 4029 - 8777 C - D 4029 - 8777 E - F 3170 •7004 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - J 6179 - 2790 I - H 6133 -2770 J-1 6151 -2790 H - F 6161 -2770 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. J- C 685 0 I- E 2896 -1378 C-1 2877 -1356 E- H 678 0 D - I 1058 -1584 ALL CONTRACTORS INCLUDING THE INSTALLERS mstallingand bracing. Refer to and follow the latest edition of BCSI (Building wactices prior to performing these functions. Installers shall provide temporary D pro rxe attached structural sheathing and bott2m 4hord shall hav a 0rogerly restraint bf webs shall hav br un ins[alied r BC51 bons Q3, 7 or 870.111961111, as shown above and on 1Fte oiniaDetails, unless noted otherwi$e. Refer to ALPINE II not be response le for any deviation from this drawls apy failure to build the w,,,wc NINtQ, inat llation an bracing of trusseSA teal on this tlr wnl9 or Cover page en rieerinq responsibilittyv soleNN for the des n shown. The suUability 2400 Lake Orange Dr. ibilit of the Building Desigrfer pe/ANSI/TPI 1 5$c.2. Suite 150 ALPINE: www aipenenw.com: TPI: www.tpinst ora; SBCA' www sbcindustry.com: ICC' www.tccsafe.ap Orlando FL, 32837 Job Number. N333522 Ply: 1 SEON• 1591 / T18 / COMN Cust: RR8975 JRef. 1W9X89750027 FLORIDA TEEN BUILDERS Oty. 4 FROM: RDG DrwNo: 097 18.1330.48969 Truss Label: G7 I I KM / WHK 04/07/2018 N4 10 8 1 2 21'4" 4 5'0"12 + 5.0"12 57"4 Loading Criteria (ps0 TCLL. 2000 TCDL: 17.00 SCLL' 000 BCDL: 10.00 Des Ld: 4700 NCBCLL: 10.00 Soft: 0.00 Load Duration: 1.25 Spacing: 24.0 " 21'4" 1, + 7'4"4 + 67"8 + 74"4 7'4"4 13'11"12 21'4" Wind Criteria Wind Std, ASCE 7-10 Speed: 150 mph Enclosure- Closed Risk Category: II EXP. C Mean Height: 15.00 ft TCDL: 4.2 psl BCDL 5 0 psi MWFRS Parallel Dist: h/2 to h C&C Dist a. 3.00 it Loc. from endwall: not in 9.00 it GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 20 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "1313'• uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Snow Criteria (Pg,PI 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 Deb/CSI Criteria PP Deflection in loc Udell U# VERT(LL): 0.049 H 999 360 VERT(TL). 0.188 H 999 240 HORZ(LL): 0 020 G - HORZ(TL): 0.048 G Creep Factor: 2.0 Max TC CSI: 0.387 Max BC CSI 0.680 Max Web CSI: 0.210 VIEW Ver: 17.02.01A.1115.21 04/09/2018 Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL /W B 1126 /323 /775 I - /201 /8.0 F 1043 /291 /631 /- /- /8.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.6 F Min Brg Width Req = 1.5 Bearings B & F are a rigid surface. Bearings B & F require a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - C 612-1770 D - E 637 -1562 C - D 609 -1552 E - F 639 -1781 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens. Comp. B - H 1510 -483 G - F 1522 -485 H - G 1025 -257 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp Webs Tens. Comp. C -H 218 -377 D -G 550 -213 H - D 535 - 205 G - E 220 -384 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 9uire extreme care in fybbricating h ndlin 5h IP installing and bradn Refer to and follow the latest edition of SCSI ((Building Safety InfIaonti, b TPl an 'SCA) f$i safety radices prior to perlo ming these functions Installers shall urovide terhpora CSI., Unlngted o erwise,I p chord shalle ave proD.erN attached ssrudural sheathi^ sg8and pgttQrrl hord tSons Q3V 137 oropelr_y id cedin abons shown for ermanentlatale.Appytto each face tand position as60AZforsandplateposition,. ivision of ITW BuildlntLComponents GrouD Inc. shall not be responsible for anv deviation from this drawino.anv failure to build the and ALPINENE mrrwc rHn 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number. N333522 Ply: 1 SEON: 1592 / T16 / COMN Cusl: R R8975 JRef 1 W9X89750027 FLORIDA TEEN BUILDERS Oty, 1 FROM: RDG DrwNo: 097.18.1330.46192 Truss Label: G2 KM / WHK 04/07/2018 5'7"4 Iota"15'8"12 21'4" 5'7"4 5'0"12 5'0"12 67"4 m 4X80 21'4" 7'4"4 6'7"8 74"4 7'4"4 + 13'11"12 + 21'4" Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL, 17.00 Speed: 150 mph BCLL: 000 Enclosure: Closed BCDL: 1000 Risk Category: II B 1123 /322 /774 / - /214 EXP. C DDes Ld 47.00Desd' Mean Height: 15.00 it 10.00 TCDL. 4.2 psf Soffit: 0.00 BCDL: 5.0 psf Load Duration: 1 25 MWFRS Parallel Dist: h/2 to h Spacing, 24.0 " C&C Dist a' 3.00 It B Min Brg Width Req = 1.6 Loc. from endwall not in 9 00 it Code I Misc Criteria GCpi: 0.18 F Min Brg Width Req = 16 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional CSC member design 1 1 Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria Maximum Reactions (lbs) Pg: NA Ct: NA CAT NA PP Deflection in loc Udell L/# Loc R / U / Rw / Rh / RL W PF NA Ce: NA VERT(LL): 0.049 H 999 360 B 1123 /322 /774 / - /214 8.0 Lu: NA Cs. NA VERT(fL): 0.188 H 999 240 F 1123 /322 /774 / - /- 8.0 Snow Duration- NA HORZ(LL) 0.020 H - Wind reactions based on MWFRS HORZ(TL): 0.048 H B Min Brg Width Req = 1.6 Code I Misc Criteria Creep Factor. 2 0 F Min Brg Width Req = 16 Bldg Code FBC 6th.ed 201 Max TC CSI: 0.370 Bearings B 8 F are a rigid surface. TPI Std: 2014 Max BC CSI. 0.670 Bearings B 8 F require a seat plate. Rep Factors Used: Yes Max Web CSI: 0.205 FT/RT:20(0)/10(0) Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE VIEW Ver: 17.02.DIA.1115.21 B - C 602 -1765 D - E 603 -1548 C - D 603 -1547 E - F 602 -1766 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. Chords Tens. Comp. B-1 1506 -426 H - F 1506 -452 I - H 1020 -225 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C-1 217 -376 D - H 537 - 2D7 I - D 536 -207 H - E 217 -376 ytP •........' 0.708 1 S AT O 4 COA 9t'11J 1141— tNrlatllM 4/09/2018 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require extreme care in fabricatin , handling9, shi pin , in talling,and bracing.. Refer to and follow the latest edition of BCSI (B Wing nent Safety Information, byY TPI an SBCA)10r sa%ty racltces prior to performing these functions. Installers shall provide tem rainy per BCS!.. Unless noted othermse,top chord shall have properly attached structural sheathing and bolt2m Chord shall have a pro( er1 d rad ceilma Locations shown for ermanent lateral restraint bf w bs shall hav braGn installed p r BC51 s8coons q3, 87 or 810Y cable. Apply pplates to each face. ofPtruss and position as shown above and on 1I a Jomt9Deta ls, unless noted otherwise. kefer to Is 160A -Z for slanaard plate positions a division of ITW B d 1'nttComponents Grc up In .,shall not be re DGons/ple for any deviation from this rawin ,a failure to build the conformance with %SIITPI 1, or for handltri s ltppmg, mst llabgn and bracing 0f trussesA eal on this dr wirlq or cover page This drawin indicates acceptance of pro essionaff en neenng resuonsibiliri soleN or the deslan shown. The suitabilityeofthis /awing for any structure is the responsibilit of the ufldipg Desig er pe ANSIITPI 1 c.T. A IPLNE rrwO)I/INN 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Numbe, N333522 FLORIDA TEEN BUILDERS Truss Label: G3 9' Ply 1 Oly: 1 12'4" 3'4" so6CX8 T2 MSXDS SEON. 1651 / T15 / HIPS Cust: R R8975 JRef* 1 W9X89750027 FROM: RDG DrwNo: 097.18.1330 48425 KM / WHK 04/07/2018 21'4" 9' 21'4" 9'1"12 2'10" 94"4 1 + 9'1"12 + 11'11"12 + 21'4" Loading Criteria (psr) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 17.00 Speed. 150 mph BCLL: 000 Enclosure: Closed BCDL, 10.00 Risk Category: 11 Des Ld: 47.00 EXP. C Snow Duration, NA Mean Height: 15.00 R NCBCLL, 10.00 TCDL: 4.2 psf Soffit: 000 BCDL: 5.0 psi Load Duration, 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a. 3.00 it Max TC CSI: 0.776 Loc from endwall. not in 9 00 it TPI Std: 2014 GCpi: 0.18 Bearings B 8 E require a seat plate. 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 #2 N Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Snow Criteria (P9,P1 in PSF) Dell/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT- NA PP Deflection in loc Udell L/# Loc R / U / Rw / Rh / RL / W Pf NA Ce: NA VERT(LL)- 0.029 G 999 360 B 1123 1323 / 773 / - /186 /8.0 Lu: NA Cs: NA VERT( L): 0.110 G 999 240 E 1123 /323 /773 / - /. /8.0 Snow Duration, NA HORZ(LL). 0.018 H - Wind reactions based on MWFRS HORZ(fL): 0.042 H B Min Brg Width Req = 1.6 Code / Misc Criteria Creep Factor: 2 0 E Min Brg Width Req = 1.6 Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.776 Bearings B & E are a rigid surface. TPI Std: 2014 Max BC CSI: 0 886 Bearings B 8 E require a seat plate. Rep Factors Used. Yes Max Web CSI: 0.105 FT/RT:20(0)/l0(0) Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s) Chords Tens.Comp. Chords Tens. Comp. WAVE VIEW Ver: 17.02.01A.1115.21 B - C 569 -1547 D - E 568 -1542 C - D 603 -1263 H cE sF• •, c o. TOS t 04/09/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRA% IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUI tion ass shall not and these web NAI. rnprtwl*'ID VINGI iING THE INSTALLERS to and follow the latest edition of Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - H 1257 -351 G - E 1253 -376 H - G 1261 -352 ALPINE mmvaowr.+x 2400 Lake Orange Dr. Suite ISO Orlando FL, 32837 Job Number. N333522 Py. 1 SEON: 1594 / T69 / HIPSFDrwNo, l: R R8975 JRef. 1 W9X89750027 FLORIDA TEEN BUILDERS Oty: 1 FROM- PFH 097.18.1330.47722 Truss Label: G4G / WHK 04/07/2018 7' 14'4" 21'4" i' 7' -f- 'i 7' C6 T2 e6XD6 21,4, 6'10"4 3'9"12 3'9"12 6'10"4 1 6'10"4 10'8" 145"12 21'4" 1 Loading Criteria (psr) TCLL. 2000 TCDL: 17.00 BCLL 0.00 BCDL• 10.00 Des Ld: 47.00 NCBCLL• 0 00 Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP- C Mean Height. 15.00 fl Snow Criteria (Pg,w in PSF) Pg: NA Ct: NA CAT: W Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria VERT(LL): 0.094 H 999 360 TCDL 4 2 psf VERT(TL): 0.365 H 999 240 Soffit: 000 BCDL: 5.0 psf Bldg Code: FBC 61h.ed 201 Load Duration: 1.25 MWFRS Parallel Dist. 0 to h/2 TPI Std. 2014 Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used: No Max BC CSI. 0.685 Loc from endwall: NA FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 :T2 2x6 SP SS. Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Loading 1 hip supports 7-0-0 )acks with no webs Wind Wind loads and reactions based on MWFRS. Defl/CSI Criteria Maximum Reactions (lbs) PP Deflection in loc Udell L/# Loc R / U / Rw / Rh / RL VERT(LL): 0.094 H 999 360 B 2134 / 617- VERT(TL): 0.365 H 999 240 E 2134 1617- HORZ(LL)• 0.042 G - Wind reactions based on MWFRS HORZ(TL): 0.101 G B Min Brg Width Req = 2.5 Creep Factor: 2.0 E Min Brg Width Req = 2.5 Max TC CSI: 0.643 Bearings B 8 E are a rigid surface. Max BC CSI. 0.685 Bearings B & E require a seat plate. Max Web CSI. 0 265 W 18.0 8.0 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) VIEW Ver• 17.02.01A 1115.27 I Chords Tens Comp Chords Tens. Comp B - C 1127 -3930 D - E 1127 -3930 C - D 935 - 3524 Slip— ..qiplyH. 0.7,08 / O : v 'Q 110 COA rale NA ,aw` 04/09/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - I 3427 -964 H - G 3398 -961 I - H 3398 -961 G - E 3427 -964 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp Webs Tens. Comp. I - C 696 -74 D - G 696 -74 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 9uire extreme care in fabricating h ndlingg shipping, ingtalling and braang. Refer to and fellow the latest edition of SCSI (BuildingSafetyInformation, br TPI an S) ror safety ractices prior to performing these functions. Installers shall provide tempora r BCSI., Unless noted olhermse,top chord shall have properly attached structural sheathing and bott2m hord,*hall have a properryly Tecceilinq Localigns shown for Dermanent lateral restrSlnt 8f wCbs shall have braansl nsralled per BC I sections B3, B7 or 870e _ App7y plates o each face o truss and position as shown a ove and on the om Z S. unless noted otherwise. Refer to shall not web failure to build the 1 or cover pa n. The suitability ALPINENE mrrwpyyyf! 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 Job Number. N333522 Py: 2 SEON: 1595 / T70 /FLAT Cust: R R8975 JRef. 1 W9X89750027 FLORIDA TEEN BUILDERS Oly. 1 FROM• ROG DrwNo: 097 18 1330 47221 Truss Label: FG1 KM / WHK 04/07/2018 2 Complete Trusses Required T 1 21" 15 5 t 10 15L4'4"1_4T 6'6"5 T 8'6"12T 10'4"5T 12'1"11 14'5"14+ 16'6"1+ 18'6"1+ 20'5"l 5' 5 2'0"15 2'1"7 2'07 179 1'9"9 2'4"1 2'0"2 2' 4X10 5X10 =4X8 T1 = 6X12 =8X8 =4X10 =4X12 =6X6 = 6X6 = 5X10 A B C D E F G H I T3 J K I'll 7'11"9 12'6"9 2'07 2'07 1'11"15 1'11"15 27"9 1 27"9 1'11"1 2'0"2 2'0"8 1 27"8 2'07 4'0"14 6'0"13 8'0"12 10'4"5 12'6"14 14'5"14 16'6"1 18'6"9 20'10"1 Loading Criteria (psi) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 000 Enclosure. NA BCDL: 5.00 Category: NA 5495 EXP: NA Des Ld 55.00 Mean Height. NA ft NCBCLL 0.00 TCDL. NA psi Soffit: 2.00 BCDL: NA psi Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C8C Dist a, NA it I -N Loc. from endwall NA 1)-R 1: NA GCpi: NA J -M Wind Duration NA Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x6 SP SS :T1 2x6 SP 2400f-2,OE T3 2x4 SP 2400f -2.0E Bot chord 2x6 SP SS ,B2 2x8 SP 2400f-2,OE Webs 2x4 SP #3:W6, W7, W8, W12. W20 2x4 SP #2 N: W9 2x6 SP #2 N W10, W19 2x4 SP 2400f-2.OE. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Nailnote Nail Schedule,0.128"x3" nails Top Chord 1 Row @ 2.75" o.c. Bot Chord: 1 Row @12 00" o.c. Webs : 1 Row @ 4" O.C. Use equal spacing between rows and stagger nails in each row to avoid splitting Plating Notes All plates are 4X4 except as noted. 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Loading Girder supports: 30.0-0 span to TC one face and 2-0-0 span to TC/BC split opposite face. Purlins The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. Snow Criteria (Pg,PI in PSF) Pg: NA Ct: NA CAT: NF Pf. NA Ce: NA Lu: NA Cs. NA Snow Duration- NA Code / Misc Criteria Bldg Code FBC 6th.ed 201 TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Dell/CSI Criteria PP Deflection in loc Udell L/# VERT(LL): 0178 O 844 360 VERT(rL): 0.312 O 614 240 HORZ(LL): 0.013 G - - HORZ(TL) 0.018 G Creep Factor: 2.0 Max TC CSI: 0.773 Max BC CSI: 0.904 Max Web CSI: 0.608 VIEW Ver: 17.02.01A.1115.21 Bearing Block(s) Brg blocks:0 128"x3" nails brg x-loc #blocks length/blk #nails/blk wall plate 2 8.124' 1 14" 18 Rigid Surface Brg block to be same size and species as chord Refer to drawing CNNAILSP1014 for more information. Additional Notes Truss must be installed as shown with top chord up i • i o. 708 1 r o SAT O coA c as OVAL Maximum Reactions (lbs) Loc R / U / Rw / Rh / RL /W V 2251 /45 /- /0 /- /5.7 R 11451/- /- /1 /• /4.0 L 4469 /- /- /- /- /3.0 V Min Brg Width Req = 1 5 R Min Brg Width Req = - L Min Brg Width Req = 1 9 Bearings V, R, 8 L are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Py (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - B 67 -542 G - H 0 -3335 C - D 1883 92 H-1 0 -4%3 D- E 5495 0 1-1 0- 4542 E - F 520 22 J - K 0 -4550 F - G 520 22 I -N 0 -545 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. Chords Tens. Comp U -T 760 .81 P -O 5186 0 S- R 66 - 2221 O- N 5186 0 R- Q 0- 8001 N- M 4542 0 Q - P 3041 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. Webs Tens. Comp A-V 20 -716 F -Q 0 -689 A - U 597 -74 Q - G 0 - 39W U -B 49 -748 G -P 1010 0 B- T 47 -621 P- H 0- 2069 C- S 0- 2282 H- N 72 -714 S -D 1161 0 I -N 0 -545 1)-R 0 -3780 J -M 0 -1163 R- E 0- 3463 M- K 4890 0 E- Q 3925 0 K- L 0- 2346 04/092018 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fatLnoabng_handlinq, shipping, installing -and bracing. Refer to and follow the latest edition of ICaDre Apply18ICS l0 acn race or truss ana position as snown above and on the Jomruetails, unless noted otherwise. Refer to is 160A -Z fors ndard p ate positions. a division of ITW B itd n omponents Grpyp Inc. shall not be responsible for any deviation from this drawmg a 1 failure to build thea?nformance with }NStI 11, or for andhAAg shiupm , mslallab6n andel braanp of trussesA seal on this dr8w g or cover pagethisdrawinindicatesacceptanceofproTessionalenrneerinqreponslbilfttyvsoleforthedesrnshown. The suig bilityeofthis Fawing for any structure is the responsibilit of the guildng DeslgrSer pe ANSIITPI 1 S c.2. ALPINE M"WoylMN 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number. N333522 Ply: 1 SEON: 1596 / T14 / HIPS I Cust: R R8975 JRef. I W9X89750027 FLORIDA TEEN BUILDERS Oly. I FROM PFH DrwNo: 097181330.49141 Truss Label: CIG KM / WHK 04/07/2018 1'10"8+ 4 4'5"8 + 36"4 4'74 110"8 12 : 8X12 1112X46 C D 4X4 T2 E 8X12 F 1111X4 = CA IV =I-111.114 111 ZA4 16'4" 1, 2'0"4 4'312 2'0"4 6'4" 4'3"12 2'0"4 14'3"12 16'4" Loading Criteria (ps0 Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell LH# Loc R / U / Rw / Rh / RL W TCDL. 17.00 Speed: 150 mph Pf: NA Ce: NA VERT(LL): 0.230 D 837 360 B 2095 /986 / - / - / - 140 BCLL: 0.00 Enclosure: Closed Lu. NA Cs: NA VERT( Q: 0.863 D 352 240 G 2106 / 862 / - / - / - 40 BCDL: 10.00 Risk Category- II Snow Duration: NA HORZ(LL): 0.032 C - Wind reactions based on MWFRS Des Ld: 47.00 EXP: C HORZ(TL): 0.076 C - - B Min Brg Width Req = 2.5 NCBCLL: 1000 Mean Height: 20.91 it Code I Misc Criteria Creep Factor 2 0 G Min Brg Width Req = 2.5 TCDL: 4.2 psi Soffit: 0 00 BCDL: 5.0 psi Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.797 idBearingsB6Gareanid surface. g ng Duration, 125 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.919 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: 0.365 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 144.00 FT/RT,20(0)/10(0) Chords Tens Comp Chords Tens Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE, HS VIEW Ver, 17 02 01A.1115.21 B - C 1506 -3622 E - F 3224 -7916 C - D 3135 -7698 F - G 1593 -3893 Lumber D - E 3135 -7698 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N :T2 2x4 SP 2400f-2. OE: Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x6 SP SS Chords Tens.Comp. Chords Tens Comp Webs 2x4 SP #3:W2, W6 2x4 SP 2400f -2.0E: Lumber value set "13B" uses design values B - K 3182 -1311 I - H 3467 -1411 approved 1/30/2013 by ALSC K - J 3213 -1302 H - G 3423 -1399 J-1 8001 -3Z72 Special Loads Lumber Dur.Fac =1 25 / Plate Dur.Fac.=1.25) Maximum Web Forces Per Ply (Ibs) TC: From 78 plf at -1 00 to 78 plf at 16.33 Webs Tens.Comp. Webs Tens. Comp. BC From 20 plf at 0.00 to 20 plf at 16.33 TC: 66 lb Conc. Load at 1.91,14.44 C - J 4616 -1895 I - F 4588 -1870 TC, 47 Ib Conc. Load at 3.94, 5.94, 7.94, 8.40 D - J 349 -380 10.40,12 40 BC: Si Ib Conc. Load at 1.09 BC: 37 Ib Conc. Load at 1.91,14 44 ullrltl 4rrflrlry BC: 148 lb Conc. Load at 3.08 e•••..• BC: 33 Ib Conc. Load at 3 94, 5.94, 7.94, 8.40 10 40,12 40 e,••\ E Se - - ., S •.• BC 246 Ib Conc Load 5.09 Y at BC 347 lb Conc. Load at 7.06, 9.06,11.06,13.06 0 708 ,) Windi X Wind loads and reactions based on MWFRS. Additional Notes WIND LOAD CASE MODIFIEDI t SAT 0 ; 6 COA NO /of A% 04/09/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS cusses re wire extreme care in fabriCatin , h ndlin , shi pin , installing and brawn Refer to and follow the latest edition of BCSI (Building omponengt Safety Int0rmation, b TPI an SCA) f r satiPey ractices poor to performing (hese functions. Installers shall provide tempora brawnggg er BCSI., Unless noted o erwise,top chord shall have property attached structural sheathms and bolt% hord Shall hav a pro2ei attachE. rqld ceilln . Locabons s own for permanent lateral restraint bf w bs shall have br cino installed pqr Bc l sections 133, 7 or 610Y as app ica e. Ap pgy tat s to ach face, o truss and position as shown above and on the JoinfDetails, un ess noted otherwise Refer to ALPINEdrawings160A -Z IOr sQa111 and prate positions. Alpine, a division of I w, Buitdln omponsnts G?uu Ind. shall not be res ionsi le for any deviation from this drewintau, failure to build the M "w truss m conforman with AN51/TPI tpor for hen Iia,shlDpmq, mstalleandn9 nd bra' np pfirussesA Seal on this dr3wrrfg orgver page 2a00 Lake Orange Dr. listingg this rawin Indicates acceptance of ihroTessionar en n erin responsibiflflrit sole for the design shown. a suitability 9 and iise o this cawing or any structure is a responsibiliq o the uilding Des g er pe ANSI/TPI 1 5Ec.2. Suite 150 For more information see this' b's WOW nines page and these web sites: ALPINE: www.el ' eitw.com• TPI: www.l ' st.or : SBCA: www sbandust .com• ICC: www.iwafe.or Orlando FL, 32837 Job Number: N333522 FLORIDA TEEN BUILDERS Truss Label: D1 Py: 1I SEON' 1597 / T48 / Oty: 3 FROM: RDG 7'10" 168" 7'10" 7'10" a H0510 C Cust: R R8975 JRef• 1 W9X89750027 DrwNo: 097.18.1330.47331 KM / WHK 04/07/2018 15'8" 1, 7110" T10" 7110" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL. 2000 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection In loc Udefl L/# Loc R /U / Rw / Rh / RL /W I - B 848 / 240 / 579 / 153 / 4.0TCDL: 1700 Speed: 150 mph K. NA Ce: NA VERT(LL): 0.010 E 999 360 BCLL: 0.00 Enclosure: Closed Lu. NA Cs: NA VERT(TL): R): 0.041 E 999 240 D 765 / 210 /494 / - / - / - BCDL' 10 00 Risk Category, IIg Snow Duration: NA HORZ(LL): 0.010 E - Wind reactions based on MWFRS Des 47.00 EXP' C HORZ(TL). 0.020 E B Min Br9 Width Req = 15 Code I Misc CriteriaNCBCLL. 10.00 Mean Height. 22.40 R Creep Factor 2 0 D Min Brg Width Req = - Soffit: 0.00 TCDL: 4.2 psi TCDL: 5.0 psi Bldg Code- FBC 6th.ed 201 Max TC CSI: 0.878 Bearing B Is a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.736 Members not listed have forces less than 375# Spacing: 24 0 " CBC Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.134 Maximum Top Chord Forces Per Ply (lbs) Loc. from endwall: not in 9.00 itFT/RT'20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp GCpi: 0.18 Plate Type(s): VIEW Ver: 17.02.01A.1115.21 B - C 448 -1063 C - D 464 -1061WindDuration- 1.60 WAVE, HS Lumber Value Set. 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional CBC member design. IMPORTANT" FURNISH TH any, Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - E 838 -294 E - D 838 - 294 ALL CONTRACTORS INCLUDING THE INSTALLERS 1, installing and bracing. Refer to and follow the latest edition of BCSI ttildin ractices prior to performing these functions. Installers shall prowde to porar 9 e pro . rN attache structural sheathingg and bottom Chord shall have a propper1 yestIntfwpbssallhavebraaGngnstalledprBCSIsections $3, B7 or B10yasshownaboveandontheJoin, etalls, unless noted othenvlse. Refer to ALPINE II not be resGGonslble for anydeviation from this drawin a failure to build the Iq , Installat1 and braclnp f trussesA seal on thi dr w,Xg or cover page 2a00 Lake Orange Dry tf en sneeringg respponsibflitt y sole1y for the desi8 n shovTn. The suitability Suite 150ibilit of the euildih9 Desigder pefANSI/TPI 1 Sac.2. 4LPINE: www.al meetw com: TPI. www mst.or : SBCA' www sbcindua com• ICC: www i=afe Orlando FL, 32837 Number N333522 Ply- 1 SEON 1598 TFILruOiRIDDA TEEN DBUILDERS I Gly: 1 I FROM• RDG / T47 / COMM KNINo" R` 0997K 813304 915669850027 Loading Criteria (psi) TCLL- 20.00 TCDL: 1700 BCLL: 000 BCDL: 10.00 Des Ld: 4700 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " 7'10" 1518" rto" i 7'10• H0510 C 15'8" 1, 7'10- 7'10" 7'10" 1518" Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP: C Mean Height. 22.40 it TCDL. 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 R Loc. from endwall• not in 9.00 it GCpi: 0.18 Wind Duration 160 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 20 SP #2 N Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Snow Criteria (Pg,Pt in PSF) Pg: NA Cl: NA CAT: W PI: NA Ce: NA Lu- NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 611h.ed TPI Std* 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE, HS DetUCSI Criteria PP Deflection in IoC Udell U# VERT(LL) 0.011 E 999 360 VERT(fL)' 0.041 E 999 240 HORZ(LL): 0.010 E - - HORZ(TL): 0 020 E Creep Factor: 2.0 Max TC CSI 0 878 Max BC CSI: 0.736 Max Web CSI 0 134 VIEW Ver. 17.02.01A.1115.21 m Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 849 /361 /579 / - /153 14.0 D 765 /315 /494 /- /- /4.0 Wind reactions based on MWFRS B Min Brg Width Req = 1 5 D Min Brg Width Req = 1 5 Bearings B & D are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens. Comp. B - C 448 -1063 C - D 464 -1061 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens Comp. S - E 838 -294 E - D 838 -294 t a t• SW FSpf S/ONA1,GcOA #o pw rar,s"1 04/092018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses reqquire extreme care in fa risatin9, hhandlingg, shiuping, installing.and bracin.. Refer to and follow the latest edition of SCSI (Buildin omponenf Safety Information, by TPI and SBCA) f6r sa ety practices prior to perfo ming these functions. Installers shall provide tem rarrYYgg bracin Der SCSI Unless noted oiherwise,to chord shall have rrxel attached structural sh athing and bolt2m chord shall have a Ler. . attach tl rigid cellin Locations shI1own for Dermanent lateral restraint bi w bs shall hav br8an installed per 6CSI sections 133, 87 or 8100 as applicable. App? plans to ach face of truss and position as shown a ove and on tI a ointiaDetails, unless noted otherwise. Refer todrawings16OA-Z fo sMgt; pate positions. ALPINE AI in a division of ITW B itddln Com onsnts Gr4u In shall not be responslple for an deviation from this drawing a lailure to build theiNssenconformancewithIiNll/PI 1 or for handlir q s iiDpinq, InstgIlatldn and bracing o(trussesA eat on thi; drawiir q or Cover page 2400 Lake Orange Orlistingthisdrawingindicatesacceptanceof progessoonalq en ineerin responsrbilit soleNor the desl n shown. The suigbility 9 and ise of this thawing for any structure is the responsibilit of the Building Designer peIANSIITPI 1 S c.2. Suite 150 For more inrormabon ase Uds ob's eneral notes a e and these web ansa• ALPINE: www.el menw coin. TPI. www. mat or ,SBCA. www sbandus coin, ICC• www.ittsafe-Oro Orlando FL, 32837 IW9XO FL JobNumber. RIDAbTEEND BC'UILDERS I Qty' 1 I FROM• RDG / T46 /HIPS I KM No RWHK 8.130.4 n09g5002704TrussLa 7' 7' 4X6 %4X6 C D Loading Criteria (psr) TCLL: 20.00 TCDL: 17.00 BCLL. 0.00 BCDL. 1000 Des Ld, 47.00 NCBCLL. 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Lumber 1 se" 1 7'1"12 1'4"8 7'1"12 1, 7'1"12 8'6"4 1518" Wind Criteria Wind Std: ASCE 7-10 Speed. 150 mph Enclosure. Closed Risk Category. II EXP: C Mean Height, 22.19 ft TCDL: 4 2 psi BCDL: 5.0 psf MWFRS Parallel Dist. 0 to h/2 C&C Dist a. 3.00 It Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Value Set. 138 (Effective 6/1/2013) Top chord 2x4 SP #2 N :T1 20 SP #1. Bot chord 20 SP 2400f-2.OE Webs 20 SP #3 Lt Wedge 2x4 SP #3::Rt Wedge 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Loading 1 hip supports 7-0-0 jacks with no webs. Wind Wind loads and reactions based on MWFRS. 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 61h.ed 201 TPI Std: 2014 Rep Factors Used: No FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSl Criteria PP Deflection in loc Udefl L/# VERT(LL): 0.049 G 999 360 VERT(TL): 0.189 G 999 240 HORZ(LL): 0.018 G - - HORZ( L): 0.045 G Creep Factor 2 0 Max TC CSP 0 887 Max BC CSI: 0392 Max Web CSI: 0.252 VIEW Ver: 17.02.01A 1115 21 P ........,.k,Q o. 708 1 i ,at• SAT O r 04/09/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1445 /616 /- /• /- /4.0 E 1445 /617 /- /- /- /4.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 E Min Erg Width Req = 1.5 Bearings B 8 E are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - C 962 - 2271 D - E 962 - 2271 C - D 792 -1936 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens Comp. B - H 1910 -785 G - E 1911 -785 H - G 1936 -792 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. Webs Tens. Comp. C - H 660 -194 G - D 645 -186 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fYbricatinq, h ndlm , shiippm , installing and bracing. , Refer to and follow the latest edition of SCSI (BuildingtSafetyInformation, b1hTPI and S CA) f r sa ety 0ractices poor to performing these functions. Installers shall prowde terhporaf BCSI., Unl ss not o enMse,top chord shall have pro rIv attached struclural sheathing and bottom chord shall have a prop'YiidceilingocationsshownforermanentlateraltestiintbfwebsshallhavebrycinqnstdlledpgrBCSIseclionsB3, B7 or B1 e. - Apply plates toe face o truss and positron as shown above and on the Joint etails, un ess noted otherwise. Refer to not be responsible for any failure to buildthe. The suitability ALPINENE mrrwcOMrwn' 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 J• Number N333522 FLORIDA TEEN BUILDERS Truss Label: L1 Py: 1I SEON- 1649 / T26 / HIPM I Cusl: R R8975 JRef' 1 W9X89750027 Oly: 1 FROM: RDG OrwNo: 097.18.1330.47565 KM / WHK 04/07/2018 9' 14'0"8 15' 9' 510"8 11" 111 CT28 =_ 4X4 Loading Criteria (psf) Wind Criteria TCLL 2000 Wind Std: ASCE 7-10 TCDL: 17.00 Speed: 150 mph BCLL: 0.00 Enclosure: Closed BCDL' 10.00 Risk Category, 11 VERT(TL): 0.205 G 999 240 EXP C Des d:: Des Ld: 47.00D Mean Height: 15.00 It 10.00 TCDL: 4.2 psf Soffit 000 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist, h/2 to h Spacing. 24.0 " C&C Dist a: 3 00 it Max TC CSI: 0.937 Loc. from endwall: not in 9.00 ft TPI Std 2014 GCpi: 0.18 Bearings B & F require a seat plate Wind Duration 1 60 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 12 2x4 SP #2 N: Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. a 15' 9'3"8 9'3"8 4'10"12 i14'2"4 „___ 15' Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce- NA VERT(LL): 0.055 G 999 360 B 772 /221 /568 / - /127 /8.0 Lu: NA Cs: NA VERT(TL): 0.205 G 999 240 E 740 /213 /451 / - /. /8.0 Snow Duration. NA HORZ(LL): 0.022 G - - Wind reactions based on MWFRS HORZ(TL): 0.051 G B Min Brg Width Req = 1 5 Code / Misc Criteria Creep Factor, 2 0 E Min Brg Width Req = 1 5 Bldg Code: FBC 6th ed 201 Max TC CSI: 0.937 Bearings B & F are a rigid surface. TPI Std 2014 Max BC CSI: 0.899 Bearings B & F require a seat plate Rep Factors Used: Yes Max Web CSI. 0.393 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 B - C 390 -1053 C - D 416 -886 WARNING" READ AND FOLLOW IMPORTANT" FURNISH THIS DRAWING TO A more information of as Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B -G 917 -438 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp Webs Tens. Comp G - D 1031 -482 D - F 337 - 662 M H E -i 1 t COA #O rr Wa`;0 04/09/2018 INCLUDING THE INSTALLERS I.. Refer to and follow the latest edIII n of SCSI (Building ming these functions Installers shall provide lerhporary uctural sheathing and bolt2rt chord;hall hav a properly hav bracing insl61ied p r BGSIs ections 63,7 or 810, onthe ointgDetails. unless noted otherwise. kefer to failure to build the I or cover pa n. The suitability ALPINE MIIIV/mMMM' 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: N333522 FLORIDA TEEN BUILDERS Truss Label: L2G Py. 1 I SEON 1601 / T75 / HIPM I Cusl: RR8975 JRef: 1W9X89750027 Oty. 1 FROM: RDG DrwNo 097 18.1330.46599 KM / WHK 04/07/2018 7' 10'8" 1 14' 15' 7' 3'8" 3'4" 1' 12 C 10 III D4 T2 =- 4X8 C D T2 E4X8E Loading Criteria (psq Wind Criteria TCLL: 2000 Wind Std. ASCE 7.10 TCDL: 17.00 Speed: 150 mph BCLL 0.00 Enclosure* Closed BCDL 10.00 Risk Category: II Des Ld: 47.00 EXP. C Mean Height: 15.00 R NCBCLL: 0 00 TCDL. 4.2 psf Soffit. 000 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing 24 0 " C&C Dist a: 3.00 it Loc from endwall: NA GCpr 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 20 SP #1 :T2 2x4 SP #2 N: Bot chord 2x4 SP #1 Webs 20 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Loading 1 hip supports 7-0-0 jacks with no webs. Left side jacks have 7-0-0 setback with 0-0-0 cant and 1-0-0 overhang. End )acks have 7-0-0 setback with 0-0-0 cant and 1.0-0 overhang Right side )acks have 0-0-0 setback with 0-0-0 cant and 0-0-0 overhang Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. 15' 71"12 3'6"4 3'6"4 1 7'1"12 101" 14'2"4 5-441 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (lbs) Pg: NA Ct NA CAT. NA PP Deflection In loc Udefl L/# Loc R /U / Rw / Rh / RL /W B 1283 / 394 / - / - / - /8.0PfNACe, NA VERT(LL): 0.060 1 999 360 Lu: NA Cs- NA VERT(TL). 0.225 1 999 240 F 1614 / 472 / - / • / - /8.0 Snow Duration: NA HORZ(LL) 0 016 G - Wind reactions based on MWFRS HORZ(TL): 0.038 G Creep Factor: 2.0 B Min Brg Width Req = 1.5 F Min Brg Width Req = 1.9Code / Misc Criteria Bldg Code FBC 6th ed 201 Max TC CSI: 0.730 Bearings B & G are a rigid surface. TPI Std: 2014 Max BC CSI- 0.642 Bearings B & G require a seat plate. Rep Factors Used: No Max Web CSI 0 855 Members not listed have forces less than 375# FT/RT:20(0)!10(0) Maximum Top Chord Forces Per Ply (Ibs) Plate Types) Chords Tens Comp. Chords Tens Comp VIEW Ver: 17.02.01A.1115.21 B - C 828 -2782 D - E 557 -1901 WAVE C -D 557 -1901 n-- • -••rptr i o. 708 1 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp Chords Tens. Comp. B-1 2.572 -750 1- H 2619 -757 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. Webs Tens. Comp C-1 775 .111 H - E 2245 -657 C - H 238 -855 E - G 483 -1472 D - H 326 -637 s nt v •a.= e •. COA #0 Zl7lr a "1`"• 04/09/2018 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,h ndlin9g, shiupin Installing and bracin Refer to and follow the latest edition of BCSI (Building Component S fety Information, by TPI an SCA) fbr safety radices prior to perfo ming these functions Installers shall provide terhporarrYy bracin per BSI Unless noted olhervnse,top chord shall have property attached structural sheathing and bottorg hord shall havea pro2erlyattacharistldceiling. Locations shown for ermanent lateral restraint Of webs shall have braacingg ins tied pgr BC Is 3, 7 or 810, as app ca e. Apply agates to each face o truss and position as shown above and on the JoincDetalls, un ass noted otherwise Refer to ALPINEdrawings160A -Z for standard plate positions. tr pin a division of ITW Buildln CCom onsntS GTuD InC shall not be responsiple for an deviation from this drawin a y failure to build theIssInnformancewithAN1011, r for handliriq shipping, Instpliatl pn and bracing 9 trussesA $eal on this dir wing or cover page, , 2a00 Lake Orange Dry listing this drawin indicates acceptance of proTessionaf en Ineerinq responsibility solely forthe desi n shown. The suiWbllltyand ise of this cawing for any structure is the respons)biligof the Building Designer pefANSIIfPI 1 Sec.2. Suite 150 For more information see thisjob's general notes page and these web sites ALPINE www el ineaw com• TPI, www t mst.or . SBCA, www slocindusby corn. ICC www iccsafe or Orlando FL, 32837 JoNumber N333522 Ply. I SEON: 1602 FLORIDA TEEN BUILDERS I Oty: 1 JFROM:RDG / T23 / HIPM I NoR8133709850027 Truss Label: HIG KM i W K 04/07/2018 /07 7' 10'10"7 7' 3107 1=44X6 T2 012X44 12 6 o v B y A Jzr OL tFE TS"11 3'4"13 7'1"12 31"11 1' 7'1"12 10'10"7 Loading Criteria (psi) Wind Criteria TCLL 2000 Wind Std: ASCE 7-10 TCDL 17.00 Speed, 150 mph BCLL, 0.00 Enclosure: Closed BCDL: 10.00 Risk Category. II EXP: C Des Ld, 47.00 Mean Height: 15.00 ft NCBCLL. 0.00 TCDL: 4.2 psi Soffit: 0.00 BCDL 5 0 psf Load Duration: 1.25 MWFRS Parallel Dist 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration 1 60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 12 20 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 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. Snow Criteria (P9,Pr in PSF) Pg, NA Ct: NA CAT: W Pf: NA Ce: NA Lu: NA Cs NA Snow Duration: NA Code I Misc Criteria Bldg Code FBC 6th ed 201 TPI Std: 2014 Rep Factors Used, No FT/RT:20(0)/10(0) Plate Type(s). WAVE DefIICSI Criteria PP Deflection in loc Udell L/# VERT(LL). 0.020 F 999 360 VERT(fL)' 0 076 F 999 240 HORZ(LL): 0.012 F - HORZ(TL): 0.030 F Creep Factor. 2 0 Max TC CSI: 0.805 Max BC CSP 0.681 Max Web CSI: 0.181 Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 572 /198 /- /- /- /80 F 995 /224 / - / - I - /11.3 E 611 /207 /- /- /- /57 Wind reactions based on MWFRS B Min Brg Width Req = 1 5 F Min Brg Width Req = 1.5 E Min Brg Width Req = 1 5 Bearings B, F, & E are a rigid surface. Bearings B & F require a seat plate. Members not listed have forces less than 375# VIEW Ver: 17.02.01A.1115.21 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. B - C 179 -449 14 i o. 708 1 1t • at S T O • COA #0 `i„ Oi iA "' mar 04/09/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS avire extreme care in fbbricating hh ndtingg, shippin installing.and bracing Refer to and follow the latest editiun of PCSI (BuildingtSafetyInformation, by TPI an SCA) fbr safety ractices prior to perfo ming these functions. Installers shall provide temporary BCSI. Unless noted o erwise,top chord shall have pr el attache structural shgathing and bottom 4hord $hall have a pro2er yId 'fin Locations shown for ermanent lateral restr int 0f webs s al have bragn installed p r BC51 sections $3, B7 or 810, e._ Appy plates to each face_ o Wss and position as shown above and on the Joint9Details, unless not otherwise. Refer to shall not be responsible for any his draawinsl an failure to build the on this drBwiXg or over pa ggeLedesIgnshown. fThe suis bility TPI. www ipinst org: SBCA www sbcindustry.com, ICC, www ALPINENE mriYCOMIwII 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 8975. FLORIDA TEEN BUILDERS I Qty: 1 I FROM. PFFH / T53 / VAL I KM No RWHK 8.13 0.48 09850027 Truss Label: V3 1'10"8 6' 1011,18 112' 1,10"8 1 4'1 "8 4'1 "8 1110,18 12 6=4X4 4X4 1112X44X4(D1) R C n 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 4700 Mean Height: 22.39 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 0.00 BCDL: 5.0 psi Load Duration: 1.25 MWFRS Parallel Dist, h to 2h Spacing. 24 0 " C&C Dist a 3.00 R Loc. from endwall: not in 9.00 it GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 20 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. FURNISH THIS any iz 6' 6' 6' 12' Snow Criteria (Pg,Pf in PSF) Dell/CSI Criteria Maximum Reactions (lbs), or •=PLF Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Loc R / U / Rw / Rh / RL /W Pf: NA Ce: NA VERT(LL): 0.001 H 999 360 1• 98 /31 /54 /- /2 Lu. NA Cs. NA VERT(TL): 0.003 H 999 240 Wind reactions based on MWFRS Snow Duration: NA HORZ(LL): -0.000 F - - I Min Beg Width Req = - HORZ(fL): 0 001 F Bearing A is a ngid surface. Code / Misc Criteria Creep Factor 2.0 144 Bldg Code: FBC 6th.ed 201 Max TC CSI: 0 337 Members not listed have forces less than 375# TPI Std: 2014 Max BC CSI: 0.117 Maximum Web Forces Per Py (lbs) Rep Factors Used: Yes Max Web CSI' 0.074 Webs Tens.Comp. FT/RT:20(0)/10(0) C - G 248 -400 Plate Types), WAVE VIEW Ver: 17.02.01A.1115.21 s ••• • , r T • •• 0.708 1 sat o ; SFS•,...,,..•Nv COA'%e F,IONNaL00 04/092018 N ALL NOTES ON THIS DRAWINGI ALL CONTRACTORS INCLUDING THE INSTALLERS WI7 installing and bracing , Refer to and follow the latest edits n of SCSI (Buildingcticespriortoperfoingthesefunctions. Installers shall provide terhporary resterintf wbses stall haverl sshpatthin aipliend boelt2r2 hosred ghall hav a pro2e7 as shown agove and on the JorrirDelinslails, unle s nteo o hervv03a7Ref B to' ill not be respponsible for any deviation from this drpwina,ap failure to build the 1qg, installation and bracing of trusseesA peal on thiss der wrXq or cover paagge r gngineennq e:)ponsibllity solely_toLthe des,n shown. The suiiabiliy ALPINENE MimvrpwrN+r 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 Job Number. N333522 I Py 1 I SEON• 1604 / T44 / VAL I Cust. R R8975 JRef. 14 89750027 FLORIDA TEEN BUILDERS Qty: 1 FROM: PFH DrwNo. 097.18.1330.46739 Truss Label: V2 KM / WHK 04/07/2018 Loading Criteria (ps0 TCLL- 20.00 TCDL. 1700 BCLL: 0.00 BCDL' 10.00 Des Ld. 47.00 NCBCLL: 10.00 Soffit 0.00 Load Duration: 1.25 Spacing: 24.0 " 1110"8 1 6'1"8 8' 1110"8 47" 111101.8 12 6 ,- ; 4X6 =4X6 A4X4( D1) B =- 4X4(Dl) v G F E 1112X4 1112X4 Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category. II EXP: C Mean Height: 23.39 it TCDL: 4.2 psi BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration 1 60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 20 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 IMPORTANT" any 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 8' 8' 8' Defl/CSI Criteria PP Deflection in loc Udell L/# VERT(LL): 0.001 F 999 360 VERT(TL). 0.003 F 999 240 HORZ(LL): -0.000 E - HORZ(TL)- 0 001 E Creep Factor: 2.0 Max TC CSI: 0 463 Max BC CSI: 0.117 Max Web CSI: 0 058 VIEW Ver 17.02.01A 1115.21 S AT O NAI. E ,a 04/092018 TO ALL CONTRACTORS INCLUDING THE INSTALLERS Dino. installino and braclno. Refer to and follow the latest e Maximum Reactions (Ibs), or'=PLF Loc R /U /Rw /Rh /RL /W G' 97 /26 /53 /- /2 /960 Wind reactions based on MWFRS G Min Big Width Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# of failure to build the 1 orover pa n. he sui ility ALPINE ANrrWO wr 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 8975. FLORIDA TEEN BUILDERS I Oty: 1 I FROM: PFH / T56 / VAL I No R 8.130.48 26 850027 Truss Label: V1 KM WWK 04 Loading Criteria (psr) TCLL: 20.00 TCDL: 17.00 BCLL. 0.00 BCDL: 10.00 Des Ld: 4700 NCBCLL: 10.00 Soft. 000 Load Duration, 1.25 Spacing: 24.0 " 110"8 4- 110"8 2'1"8 12 12 6 Q 5.62 4X4 =4X4(01) A 4X4(D1) B Cv 1 D Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure. Closed Risk Category: II EXP- C Mean Height. 24.39 ft TCDL: 4.2 psi BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3 00 ft Loc. from endwall: not in 9.00 it GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 20 SP #2 N Lumber value set "13121" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Valley truss connection to truss below shall be designed and furnished by others. Snow Criteria (Pg,Pr 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 4- 4' Defl/CSI Criteria PP Deflection in loc Udell U# VERT(I-Q. 0 005 999 360 VERT(rL): 0.017 999 240 HORZ(LL): -0.002 HORZ(TL): 0.004 Creep Factor: 2.0 Max TC CSI: 0.097 Max BC CSI: 0.141 Max Web CSI: 0.000 VIEW Ver. 17.02.01A.1115.21 H. jt$1N''j'E s • ,C o. 708 1 VALEN, 04/09/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Maximum Reactions fibs), or •=PLF Loc R /U /Rw /Rh /RL /W D' 97 /11 /50 /- /5 /480 Wind reactions based on MWFRS D Min Brg Width Rea = - Bearing A is a rigid surface. Members not listed have forces less than 375# 17 uire extreme care in fabricatin , hh ndlin , ship in , installing and braan. ,Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI an SCA) fgr safetpy ractices pnor to perfo ming these functions. Installers shall provide to pora r BCSI.. Unl ss noted olherwise,top chord shall have property attache structural sheathing and bolt2m chord shall hav a pro eWqidceilmaa. ovations shown forDermanent lateral restraint bf wgbs s all have bracing installed pgr BCSI sections Q3, 87 or 1 , e' _ AppTy p ates to each face of truss an position as shown a ove and on the oin Details, un ess noted otherwise. Refer to shall not be responsible for any failure to build the 1 orover pa n. he sui ility ALPINENE w+mvmwrn 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number N333522 Ply. I SEON' 1606 Cusl: 8975 FLORIDA TEEN BUILDERSI Oy: 1 I FROM: RDG / 241 / MONOI KM / NoR 97. 8R30.48 209850027 Truss Label: MGI04 Loading Criteria (psr) 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; T ero 1 Wind Criteria Wind Std: ASCE 7-10 Speed, 150 mph Enclosure: Closed Risk Category: II EXP: C Mean Height. 22 44 it TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 it Loc. from endwall• not in 144.00 GCpi, 0.18 Wind Duration: 1.60 Lumber Value Set, 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x6 SP SS Webs 2x4 SP #3 Lumber value set "13121" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC From 78 pit at 0.00 to 78 plf at 700 BC: From 10 plf at 0.00 to 10 plf at 7.00 BC: 765 Ib Conc Load al 1.40, 3.40, 5.40 Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. 7' 4'10" 2'2" 4'10" 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 61h.ed 201 TPI Std: 2014 Rep Factors Used Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc Udell L/# VERT(LL): 0 012 D 999 360 VERT(fL): 0.04 D 999 240 HORZ(LL): -0.009 D - HORZ(TL): 0.021 D Creep Factor 2 0 Max TC CSP 0.773 Max BC CSI. 0.586 Max Web CSI: 0.783 VIEW Ver. 17.02.01A.1115.21 fi COA,Q090NAI. E,,•' 04/09/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W A 1521 /499 /- /- /- /4.0 C 1389 /460/ - Wind reactions based on MWFRS A Min Brg Width Req = 1.8 C Min Brg Width Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. A -B 433-1319 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A - D 1070 -312 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. D - B 2057 -589 B - C 503 -1470 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS It extremereme care in fabricating, handlingg shiippi g installing and bracing , Refer to and follow the latest edition of BCSI (BuildingtSafeInformation, b TPI and SBCA 9 sa a Practices prior to perfo ming these functions. Installers shall provide teenpora r SCSI. Unless noted o herwise,top chord shall have properlyy attached structural sheathingg and bottom ghord shall have a pro pe Wecedm Locations shown for ermanent lateral restraint Of webs shall have bracin nst@Iled p r BC I sections $3, B7 or B10YfieAppyVDteestoeachface0Trussandpositionasshownaboveand'A the Joint9 etads, unless not otherwise Refer to 60A -Z for stanuard plate positions. of not failure to build the I or cover pa e n. The sulgbility A IPLNE wnwmwn 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Cust. IW98975 FLORIDA TEEN BUILDERSI O y: 2 I FROM: p6FOH7 / T12 / V0 L I Dr No/ R 97. 8.13 0. 49093 0027 Truss Label: MV2 Loading Criteria (psr) Wind Criteria TCLL: 20.00 Wind Sid: ASCE 7-10 TCDL: 17.00 Speed 150 mph BCLL: D.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 47.00 Mean Height: 22.56 R NCBCLL: 10.00 TCDL: 4.2 psf Soffit' 000 BCDL 5 0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 R Loc from endwall: not in 9.00 R GCpi: 0.18 Wind Duration, 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bol chord 2x4 SP #2 N 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 3'6"12 4- 3'6" 123'6"12 5 12 1112X4Fl C T fV 1 E 1113X6 4' 3'6"12 5"4 3112 4' DF Snow Criteria (Pg,Pr in PSF) Defl/CSI Criteria Pg: NA Cl: NA CAT: NA PP Deflection in loc Udell L/# Pf: NA Ce: NA VERT(LL) NA Lu. NA Cs- NA VERT( Q- NA Snow Duration: NA HORZ(LL) 0.004 E HORZ(fL): 0.009 E Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 6th ed 201 Max TC CSI: 0.198 TPI Std. 2014 Max BC CSI: 0.164 Rep Factors Used: Yes Max Web CSI: 0.083 FT/RT•20(0)/10(0) Plate Type(s) VIEW Ver. 17.02.01A.1115.21WAVE S1 E •- o. 708 1 ' r O • O COAAt EN •'` 04/092018 Maximum Reactions (lbs), or'=PLF Loc R /U /Rw /Rh /RL /W F• 97 ./33 /67 /- /21 /48.0 Wind reactions based on MWFRS F Min Brg Width Req = - Bearing A is a rigid surface Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS cusses require extreme care in fabncatin99, h ndlin , shi pin , in%alling,and bracing , Refer to and follow the latest edition of BCSI (BuildingomponentSafetyInformation, by TPI an S CA) f r safety radices prior to performing these functions. Installers shall provide tern racy bracin er BCSI., Unless noted olherwise,top chord shall have pro attached structural shpathin9 and bottom hord $Ball have a Groper attach nslid ce hnq. Locations shown for Dermanent lateral restraint bf webs shall have br88an inslaned pgr BC I sections Q3, B7 or B10Y as app ICa e. p yD at8s to ach face of truss and position as shown above and on the Jointi9Details, un ess not otherwise Refer to ALPINEdrawings160A -Z fgr stantlard pate positions. Alpine, a division of ITW BUt itddl1nc ComponentS Grpuu InC.. shall not be responsible for any deviation from this dr winp,a failure to build the 11Ngs in conformance with ANSI/TPI 1, or Tor handliA shipping, Installation and braonq of trussesA eal on th; dr8wirtgq or over paggee 2400 Lake Orange Dr. IisGng this drawing indicates acceD ance of Ppro essionaf en ineeringq respponsibility solely ti'or the desl n shoviTn. fThe sui[ability 9 and fise of this thawing for any structure is IIie responslbilit of the Buildif g Designer pefANSIIfPI 1 5$c.2. Suite 150 For mors inlormaGon see this ob'e nerel notes a e and these web sites ALPINE www.el 'nenw.com, TPI: www. msl.or . SBCA• www.abcindus com; ICC www.iccsale.0M Orlando FL, 32837 Job Number. N333522 Ply: 1 SEON: 1608 / TI I / VAL Cust, RR8975 JReI 1 W9X89750027 FLORIDA TEEN BUILDERS Oty: 2 FROM: PFH DrwNo: 097.18.1330.48813 Truss Label: MVI KM / WHK 04/07/2018 12 6 B A 4X4(D1) T CD 2' 2' 2' Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,PI in PSF) Defl/CSI Criteria Maximum Reactions (Ibs), or'=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Loc R /U / Rw / Rh / RL /W D' 97 116 /60 /- /12 /240TCDL. 17.00 Speed: 150 mph Pf: NA Ce: NA VERT(LL): 0.007 B 999 360 BCLL: 0.00 Enclosure. Closed Lu, NA Cs- NA VERT(TL). 0.027 B 999 240 Wind reactions based on MWFRS BCDL: 10.00 Risk Category: II Snow Duration NA HORZ(LL): 0.003 B - D Min Brg Width Req = - Des Ld: 47.00 EXP. C HORZ(TL) 0.007 B Bearing A is a rigid surface Code / Misc CriteriaNCBCLL: 10.00 Mean Height 23 06 R TCDL: 4.2 psi Creep Factor: 2 0 Soffit 0.00 BCDL 5 0 psi Bldg Code: FBC 6th.ed 201 Max TC CSI 0.057 Members not listed have forces less than 375# Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std, 2014 Max BC CSI: 0.132 Spacing: 24.0 " C&C Dist a: 3.00 It Rep Factors Used. Yes Max Web CSI. 0.000 Loc. from endwall: not in 9.00 ft FT/RT.20(0)/10(0) GCpr 0.18 Plate Type(s) VIEW Ver: 17.02.01A.1115.21WindDuration: 1.60 WAVE I Lumber Value Set: 13B (Effective 6/1/2013) Top chord 20 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Valley truss connection to truss below shall be designed and furnished by others. 07- t•• H. •4q rl 4 iii o. 708 1 COA'>ONAI. 04/09/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 9guire extreme care in fabricating, handlingq shippin in.4talling.and bracing. , Refer to and follow the la est egiti n of BCSI (Building f Safety Information, by PI onCC IBCA) fbr sa ety ractices pnor to performing these functions. Instal ers s at provide tempora r BCSI Unless noted olhermse,top chord shall have properly attached structural sheathin and bot%% Nord $hall hav a properrylypfdCeilingqlocationsshownforDermanentIatQralrestraintbfwbsshallhavebracinginSlledperBGIsectionsQ3, b7 or 810g - Apply plates to each face of truss and position as shown above and on the Join`Details, unless noted otherwise. Refer to not any failure to buildthe. The suitability ALPINENE INnwC01WM 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 Number: N333522 Ply. I SEQN: 1609 8975 FLOR DA TEEN BUILDERS I Qty 7 FROM RDG / T22 / EJAC DrwNo: 8097 18813301489539750027 Truss Label, EJ7 I KM / WHK 04/07/2018 C 12 6 Wind Criteria M Wind Std ASCE 7-10 O N Speed: 150 mph fl Enclosure Closed BCDL. 1000 Risk CategoryII EXP C B T A D i'- 7' Loading Criteria (ps0 Wind Criteria TCLL 20.00 Wind Std ASCE 7-10 TCDL. 1700 Speed: 150 mph BCLL, 0.00 Enclosure Closed BCDL. 1000 Risk CategoryII EXP C Des Ld: 47.00Desd:: D Mean Height. 15 00 ft 10 00 TCDL 4 2 psf Soffit: 0.00 BCDL: 5.0 psf Load Duration. 1 25 MWFRS Parallel Dist: h/2 to h Spacing 24 0 " C&C Dist a: 3 00 it Loc. from endwall not In 4 50 It GCpi. 0.18 Wind Duration: 1.60 Lumber Value Set, 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (3) 0.131"x3 0", min. toe -nails at top chord. Provide (2) 0.131"x3 0", min. toe -nails at bottom chord Snow Criteria (Pg,Pf in PSF) Pg: NA Ct NA CAT W Pt NA Ce NA Lu: NA Cs: NA Snow Duration, NA Code I Misc Criteria Bldg Code FBC 6th.ed TPI Std: 2014 Rep Factors Used: Yes FT/RT.20(0)/10(0) Plate Type(s). WAVE Dell/CSI Criteria PP Deflection in loc Udefl L/# VERT(LL): NA VERT(TL). NA HORZ(LL): 0.017 D HORZ(TL) 0 040 D Creep Factor: 2.0 Max TC CSI 0 956 Max BC CSI: 0.602 Max Web CSI 0.000 VIEW Ver 17 02 01A.1115.21 04/09/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 436 / 94 /349 / - /152 /8.0 D 136 /13 /106 /- /- /15 C 237 /113 /153 /- /- /1.5 Wind reactions based on MWFRS B Min Erg Width Req = 1.5 D Min Big Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTAN' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS cusses requiT• re extreme care in fabricatin, hhandlin , shipping, Installing and brawn Refer to and follow the latest edition of SCSI (Building omponent Safey Information, by TPI ans SBCA) f r safety practices prior to perfo ming these functions. Installers shall provide terhpor=ry brach per BCSI Unless noted olherwise,top chord shall have pro attached structural sheathing and bottom hord shall hav a pro en attach d chid cellin Locations shown for ermanent lateral restraint bf w bs shall have braacln nsl Ped p r Bc l sections 63, 7 or 610, as appllcaltte Apply. DTates to each face or truss and positron as shown aP6ove and on the Jornt9 etalls, unless noted otherwise. Refer to ALPINEdrawings16OA-Z for standard plate positrons. Alpine, a division of ITW Buil 1ngg CCompon nts GrppuD In shall not be responsible for any deviation from this drawing an failure to build the , IMCtrussIncf?nIormance with AP51/TPI 1, or or handIt s lippmg, Instellabgn and bracing of trussesA peal on thi; drawing or cover page 2400 Lake Orange Dr. listing this firman indicates acceptance of pro essionaf an Ineerrng responslbill solely or the desr n shown. The suitability 9 and use of this cawing for any structure Is the responsibiligof the building Desigrter perANSI/TPI 1 S$c.2. Suite 150 For more information see this loWs general notes page and these web sites ALPINE www al ineitwxom, TPI. www t inst or , SBCA www sbcindus com• ICC: www.iccsale or Orlando FL, 32837 Job Number. N333522 FLORIDA TEEN BUILDERS Truss Label: EJ74 Ply: 1I SEON. 1610 / T29 / EJAC I Cust: R R8975 JRef: 1 W9X89750027 Qty' 4 FROM: RDG DrwNo' 097 18 1330 47689 KM / WHK 04/07/2018 Ci 12 4 p U-) V B N 3_- s A D 7' 7' Loading Criteria (psq Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct. NA CAT: NA PP Deflection in loc Udell L/# Loc R /U / Rw / Rh / RL /W TCDL' 17.00 Speed: 150 mph Pf: NA Ce: NA VERT(LL) NA B 426 / 115 / 329 / - / 101 /80 BCLL: 000 Enclosure: Closed Lu: NA Cs: NA VERT(fL)• NA D 134 112 /103 / - / - 11.5 BCDL: 1000 Risk Category: II Snow Duration, NA HORZ(LL). 0.017 D C 228 /97 /132 / - / - /1.5 Des Ld' 47.00 EXP. C HORZ(fL): 0 041 D Wind reactions based on MWFRS Mean Height: 15.00 it Code / Misc Criteria CreepFactor: 2.0 B Min Brg Width Req = 1.5NCBCLL10.00 TCDL: 4.2 psi Soffit: 0.00 BCDL: 5.0 psi Bldg Code: FBC 6th.ed 201 Max TC CSI. 0.898 D Min Brg Width Req = TPI Std' 2014 Max BC CSI: 0.590 C Min Big Width Req = Load Duration: 1.25 MWFRS Parallel Dist 0 to h/2 Bearing 8 is a rigid surface. Spacing: 24.0 " C&C Dist a: 3 00 ft Rep Factors Used: Yes Max Web CSI 0 000 Bearing 8 requires a seat plate. Loc. from endwall: Any FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): Members not listed have forces less than 375# Wind Duration: 1.60 WAVE VIEW Ver: 17.02 01A. 1115.21 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "'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. qtu ugrrur I r : 0.708 1 ' S T O Q co ONAL o4A 9no) 8 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fybricatin9, hh ndl n , shipp g, in talli^P ,and bPacing.. 9efer to and fgllow the la est e itiup of BCSI (B ainygComponentSfetyInformation, b TPI and SCA f r safe Practices nor to enormin these functions. Instal ers s all rovide tern flbracinerBSI., UnlesS-0noted o he-'se,top chord shall have pro , rIy attached struclural shaatlling and bolt m hord Shall hav pro e attachrigid ceiUn Locations shown for Dermanent lateral restr mt Of webs shall have brapn9 mstalled per CgSl s8coons Q3, ai or 10y as app i r ui ApplOy prates to le face, of truss and position as shown above and on the JoinrDetails, unless notes otherwise. Refer to ALPINEdrawings160A -Z for standard pPfate positions. Alpine, a division of ITW Bit d11natLCCompon ntsS GropuD 1%..shall not be respponsible for an deviation from this dr wing an failure to build the truss In of rmance with %rV51/TPI 1, or or ha^Ulirt iupin9, installation and bracing of trussesA seat or chi drawlXg or cove page 2400 Lake Orange DrANMy listing th s swing indicates acceptance of proTasslonaf en me rig responsibiliri solely for the des n shown. The suitability 9 and use o this ddrawing for any structure is the responslbillt of the building Designer pe ANSIlfPI 1 c.2. Suite 150 For more information see Nis ob's general notes page and these web sites, ALPINE www at ineitw com, TPI www tpinst org; SBCA: www sbondus .com: ICC: w .eccsafe.org Orlando FL, 32837 JobNumber; Ply: I SEON 1647 8975 FLORIDA TEEN BUILDERS I Dry' 10 I FROM DG / T40 / EJAC I Dr No WHK R 813 0 - 07 209850027 Truss Label: EJ7A C 7' 7' Loading Criteria (psi) Wind Criteria TCLL- 20.00 Wind Std: ASCE 7-10 TCDL: 17.00 Speed 150 mph BCLL. 0.00 Enclosure. Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 4700 Mean Height. 22 19 it NCBCLL: 10.00 TCDL 4 2 psf Soffit. 000 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing 24 0 " C&C Dist a: 3.00 ft Loc from endwall not in 4.50 fl GCPI 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 20 SP #1 Bot chord 20 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 (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,PI 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 61h.ed TPI Std: 2014 Rep Factors Used Yes FT/RT 20(0)/10(0) Plate Type(s): WAVE Deft/CSI Criteria PP Deflection in loc Udell L/# VERT(LL)- NA VERT(TL): NA HORZ(LL): -0.014 C HORZ(TL): 0.028 D Creep Factor: 2.0 Max TC CSI. 0.750 Max BC CSI: 0.596 Max Web CSI 0.000 VIEW Ver: 17 02.01A 1115 21 H, is16 0 o. 708 1 04/09/2018 0 V Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 432 / 138 / 344 / - /200 /40 D 136 /14 /104 /- /• /1.5 C 250 / 170 / 150 I - / - /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 9quire extreme care in fabricating, handlingg, shippin , installing and bracing Refer to and follow the latest e ition of BCSI (BuildingtSafetyInformation, byY PI and BCA) ti5r safety ractices prior to perfo ming these functions. Installers s all provide to pora r BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom hord shall hav a proper aid ceiling. Locations shown for ermanent lateral restraint 6f webs shall hav brauna installed p r BCI sections $3, 7 or B1 sle._ Appy plates to each face. ofPtruss and position as shown above and on tt a JoinfDetails, unless noted otherwise kefer to shall not be responsible for and these web sites: TPI: www failure to buildthe no f1he suTability ALPINENE Hnww.vpr I2400LakeOrangeDr. Suite 150 Orlando FL, 32837 Job Number. N333522 Py: 1 SEON: 1612 / T68 / EJAC Cust: RR8975 JRef: 1W9X89750027 FLORIDA TEEN BUILDERS Oty. 5 FROM. RDG DrwNo: 097.18.1330.46692 Truss Label: EJ7S KM / WHK 04/07/2018 B 4X4(B1) C Loading Criteria (psi) Wind Criteria TCLL: 2000 Wind Std: ASCE 7-10 TCDL: 17.00 Speed: 150 mph BCLL* 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 47.00 Mean Height: 22.44 It NCBCLL: 1000 TCDL: 4.2 psf Soffit: 0.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a, 3.00 it Plate Type(s): Loc. from endwall not in 4.50 it WAVE I GCpi. 0 18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 20 SP #1 Bot chord 20 SP #2 N Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design Additional Notes Provide (3) 0.131"x3 0", min. toe -nails at top chord. Provide (2) 0 131'x3.0", min. toe -nails at bottom chord. any 7- 7' Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct NA CAT. NA PP Deflection in loc Udef) U# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL). NA Snow Duration: NA HORZ(LL): -0.015 B HORZ(TL): 0.030 C Code / Misc Criteria Creep Factor 2.0 Bldg Code: FBC 61h.ed 201 Max TC CSI 0.777 TPI Std: 2014 Max BC CSI. 0.606 Rep Factors Used Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Plate Type(s): WAVE I VIEW Ver: 17.02.01A.1115.21 Y.• vo sF o. 7,08 1 04/09/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W A 347 / 93 /255 1- /176 / - C 137 /16 /107 /- /- /1.5 B 254 / 174 /154 / - / - /1.5 Wind reactions based on MWFRS A Min Brg Width Req = - C Min Brg Width Req = - B Min Brg Width Req = - Members not listed have forces less than 375# THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS ng, ndlin , shippin , installing and bracin .Refer to and fgllow the la est edition of SCSI (Building nd CA) f r saffety ractices prior to performing these functions. Installers shall provide temporary e,top chord shall have pro DerN attached structural sheathing and bolt2rr chord shall hav aper oryermaneat lateral restraint bf webs shall havg bracingjnsrelled pfr BGS, secbons 13, 7 or Bto of truss an position as shown above and on the JoinrDetails, un ess not otherwise. Refer to shall not from this dr wing ar1Y failure to build the Seal on U dr8wiilgg or over pag¢ or jhe desj.gn ahoWn. fThe Su,tability TPI. www.tpinst.org. SBCA www abOndustry tom. ICC www NALALPINE 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Ply: 1 SEQN, 1613 FLORIDA TEEN BULDERS I Oty' 5 I FROM: RDG / T54 / EJAC I SN No D97 18.13 0. 486209827 Truss Label: EJ2 04 T 12 C 4X4(61) u 1, .T 1110118 _i 1'10"8 Loading Criteria (pat) Wind Criteria Snow Criteria (Pg,Pr in PSF) Defl/CSI Criteria TCLL 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in log Udefl L/# TCDL: 17.00 Speed: 150 mph Pt. NA Ce: NA VERT(LL): NA BCLL. 0.00 Enclosure. Closed Lu: NA Cs: NA VERT(TL) NA BCDL. 10.00 Risk Category- II Snow Duration: NA HORZ(LL)- -0 000 C Des Ld: 47.00 EXP: C HORZ(TL) 0.000 C - - NCBCLL: 10.00 Mean Height: 20.91 R Code / Misc Criteria Creep Factor: 2.0TCDL42psf Soffit* 0.00 BCDL: 5.0 psf Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.183 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std 2014 Max BC CSI. 0031 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used Yes Max Web CSI: 0.000 Loc. from endwall: Any FT/RT 20(0)/10(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17.02 01A.1115.21 Lumber Value Set 13B (Effective 6/1/2013) Top Chord 2x4 SP #2 N Bot Chord 2x4 SP #2 N Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional CSC member design. Additional Notes Provide (2) 0.131"x3.0", min. toe -nails at top chord. Provide (2) 0.131'7x3.0", min. toe -nails at bottom chord. ptqunuuUrur/ i 0.708 1 ot SAT O CID ' -NAt. gra 04/09/2018 M r Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 200 / 71 /178 / - 168 /4.0 D 33 /3 /27 /- /- /15 C 47 /36 /20 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Big Width Req = - C Min Brg Width Req = - Bearing B is a ngid surface. Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS qquire extreme care in labricating, handling shinpin installing,and bracing. Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI and SBCA) ibi safety racbces prior to performing these functions. Installers shall provide temporary BGS!. Unless noted otherwtse,top chord shall have pro attached structural sheathing and bottom Nord;hall hav a pro2eryiidcedmaLocationsshownforermanetlat6ralrestraintbfwebsshallhavbrawninst8liedoerBCIscoonsQ3, b7 or 1310, e. Ap Y, Dfates to each face o truss and position as shown above and on the Joinf9Deta ls, unless note otherwise. Refer to 60A -Z fgr standard plate positions. a division of more ri rl 1, or rot r acceptance any sructure failure oto build the nor ofo a swiggbility ALPINENE wCOMMJ+Y 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number. N333522 Py: 1 SEON 1614 / T28 / JACK Cust: R R8975 JRef: 1 W9X8975W27 FLORIDA TEEN BUILDERS Oly. 9 FROM:HMT DiwNo: 097 18 1330 48689 Truss Label: CJSA KM / WHK 04/07/2018 C 12 6 io B T A D 4X4(B1) 1 411'4 4'11"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 Udefl U# Loc R /U / Rw / Rh / RL /W TCDL. 17.00 Speed. 150 mph Pf: NA Ce: NA VERT(LL): NA B 334 / 107 / 272 / • / 145 14.0 BOLL- 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 96 /10 /73 / - / - /1.5 BCDL' 10.00 Risk Category. II Snow Duration: NA HORZ(LL): -0.006 C C 171 /116 /102 / - / - /1.5 Des Ld: 47.00 EXP. C HORZ(TL): 0.010 D Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height. 21.67 it Code / Misc Criteria Creep Factor. 2.0 B Min Brg Width Req = 1.5 TCDL: 4.2 psi D Min B Width ReSoffit: 0.00 BCDL: 5.0 psf Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.475 q = TPI Std: 2014 Max BC CSI: 0.296 C Min Brg Width Req = Load Duration. 1.25 MWFRS Parallel Dist' 0 to h/2 Bearing B is a ngid surface. Spacing- 24.0 " C&C Dist a. 3 00 it Rep Factors Used: Yes Max Web CSI: 0.000 Loc. from endwall: not in 4.50 it FT/RT:20(0)/10(0) Members not listed have forces less than 375# 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 20 SP #2 N Bot chord 20 SP #2 N Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0.131"x3.0", min. toe -nails at top chord. Provide (2) 0.131'X3 0", min. toe -nails at bottom chord unrinarrrr AGE •.S• '' 0.708 1 x r a't• S T O • l 04/09/20(8 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re uire extreme care in fabricating, hhandlin , shippin , ingtalling,and bracin/q. ming to and fgllow the latest edition of SCSI ((Building Component Safety Information, by TPI and SBCA) f r saffsty ractices prior to perfo ming these functions. Installers shall provide terhporary _ bracinggg ppper BGSI. Unless noted d1herwise,top chord shall have prop_e attached structural shgathing and bori2rr hord ghall have a pro erl attaches rigid ceilin ocations shown for rmanent lateral restrAmt bf webs shall hav br un installed per BG I coons 3, 137 or B10Y as app ica e. ApD y elates to each face ofptruss and position as shown above and on tI a ointi Details, unless note otherwise. Refer to ALPINEdrawings160A -Z for standard plate positions. Alpine, a division of ITW B it 'n omponents Groua In .,shall npt be regGons/ble for any deviation from this drawin9,an failure to build theIrussinconformancewithANO /TPI 1, or for handlirfq sipping, installatlon and bracing Qf truss sA teal on thi drawiXg or cover page • , 2400 Lake an a Dr. listing this drawing Indicates acceptance of proTessionaf en ineerinq re ponsibility so ehror the desn shown. The suitability gandfiseof( this gr for any structure is a responsibilit of the uild ng Desig er pe ANSIITPI 1 c.2. Su le 150 For more tntormauon sse Nis' b's eneral ntrtes a e end /nese web ares. ALPINE www al neiiw com TPI, www mse.or • SBCA. www sbandus .com, ICC• www iccsafe. Orlando FL, 32837 Job Number: N333522 Ply. I SEQN: 1615 ef FLORIDA TEEN BUILDERS I O y 1 I FROM. RDG / T45 /JACK I No R097 08133ro/ 209850027 Truss Label: CJ5S KM Loading Criteria (psr) TCLL: 2000 TCDL: 17.00 BCLL 0.00 BCDL. 10.00 Des Ld' 47.00 NCBCLL: 10.00 Soft 000 Load Durabon* 1.25 Spacing: 24.0 " T 6"6 i B 4X4(B1) Wind Criteria WindStd- ASCE 7-10 Speed 150 mph Enclosure: Closed Risk Category- II EXP: C Mean Height: 21.92 it TCDL: 4 2 psi BCDL: 5.0 psi MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 It Loc. from endwall. not in 4.50 It GCpi 0 18 Wind Duration 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 20 SP #2 N Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0.131"x3.0", min toe -nails at top chord. Provide (2) 0 131"x3.0", min. toe -nails at bottom chord a Snow Criteria (Pg,Pf in PSF) Pg' NA Ct NA CAT N Pf NA Ce: NA Lu: NA Cs NA Snow Duration, NA Code I Misc Criteria Bldg Code: FBC 6th.ed TPI Std, 2014 Rep Factors Used: Yes FT/RT 20(0)/10(0) Plate Type(s) WAVE 4'11"4 4'11 "4 Defl/CSI Criteria A PP Deflection in loc Udefl L/# VERT(LL): NA VERT(TL). NA HORZ(LL)- -0.007 B HORZ( L). 0.012 C Creep Factor 2.0 Max TC CSI 0 509 Max BC CSI: 0.308 Max Web CSI, 0.000 VIEW Ver. 17 02.01A 1115.21 I at• SAT O : 04/09/2018 C 1 Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL /W A 246 / 62 1180 / - /121 /- C 97 /11 /76 /- /- /15 B 177 /120 /108 /- /- /15 Wind reactions based on MWFRS A Min Brg Width Req = - C Min Big Width Req = - B Min Big Width Req = - Members not listed have forces less than 375x4 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabncaIn , h ndlin , shi pin , installing and bracing Refer to and follow the latest edition of BCSI (Budding IS fey Information, by TPI and SCA) f r sa ey ractices prior to performing these functions. Installers shall provide temporary r B8SI , Unless noted 0 erwise,11 chord shall have property attached structural sheathing and bottom hord shall have a pro2er id ceiling Locations shown for ermanent lateral restraint bf webs shall have bracing installed p r BCIs 8ctrons $3, B7 or 810Y s e Ap ly Ctates to ac h face 0 truss and position as shown above and on the JoinfDetails, un ess noted otherwise Refer to 60A -Z fgr standard pate positions. ivision of ITW BUud d1'n Componsnts GroouD In shall not be resuponsible for any deviation from this drawino an failure to build the I rmance with ANSI P1 1, or for handlir q s iDpinq, instellati0n and bracing of trussesA Seal on this dr8wiXg or over pa e , yawing indicates acceptance of prolessionar en meering responsibility solely for tthe design shown. The suitabilip this drawing for any structure is a responsibilit of the uildip9 Designer perANS I/fPI 1 S. c.2. ALPINENE N4mvcoiuwri 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 F umber. N333522 IDA TEEN BUILDERS Label: CJ3S T 6" 6 1 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std. ASCE 7-10 TCDL: 17.00 Speed. 150 mph BCLL: 0.00 Enclosure Closed BCDL: 10.00 Risk Category. II VERT(TL): NA EXP. C Des Ld: 47.00 Mean Height: 21.42 ft NCBCLL 10 00 TCDL: 4.2 psi Soffit: 0.00 BCDL: 5.0 psi Load Duration: 125 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 K TPI Std: 2014 Loc. from endwall: Any B Min Brg Width Req = - GCpi: 0 18 Max Web CSI: 0 000 Wind Duration: 1.60 Lumber Value Set 138 (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0.131"x3.0", min toe -nails at top chord. Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. a mors Py: 1 I SEON: 1616 / T19 /JACK I Cust. RR8975 JRef: 1W9X89750027 Qty: 1 FROM: RDG DrwNo: 097.18.1330.48923 KM / WHK 04/07/2018 12 B 4X4(61) 2'11 "4 211 "4 Cs] l 1 Snow Criteria (Pg,Pt in PSF) Defl/CSI Criteria Maximum Reactions (lbs) Pg NA Cl: NA CAT NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W A 148 / 34 /108 / - /70 / - PC NA Ce NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA C 57 /6 /44 / - I - /15 Snow Duration: NA HORZ(LL). -0 002 B B 106 /72 /64 / - / - /1.5 HORZ(TL): 0.003 C Creep Factor: 2.0 Wind reactions based on MWFRS A Min Brg Width Req = - Code I Misc Criteria Bldg Code FBC 6th ed 201 Max TC CSI: 0.283 C Min Big Width Req = - TPI Std: 2014 Max BC CSI: 0 111 B Min Brg Width Req = - Rep Factors Used: Yes Max Web CSI: 0 000 Members not listed have forces less than 375# FT/RT:20(0)/10(0) Plate Type(s), VIEW Ver 17.02.01A1115.21WAVE o. 708 1 SAT O OV -0 4 OA N 'Na.nsewswl* 04/09/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Wim extreme care in. fabfcating, h ndlimci, shipping, installing and bracing Refer to and follow the latest edition of of nm 1, ortor n acceptance any structure tan nava ro e71 ns 63, 7 or 10 ervvise. Refer to 14464, ALPINE failure to buildtheµ111WO fTty, suitability 2400 Lake Orange Dr. Suite 150 ry com, ICC www orwafe org Orlando FL, 32837 Job Number. N333522 FLORIDA TEEN BUILDERS Truss Label: CJ3A T Py: 1I SEON 1617 / T27 /JACK I Cust• R R8975 JRef: 1 W9X89750027 Oty: 9 FROM: HMT DnvNo, 097.18.1330 47566 KM / WHK 04/07/2018 C 1 Loading Criteria (psq Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 17.00 Speed 150 mph SCLL. 000 Enclosure- Closed BCDL, 10.00 Risk Category: II Lu: NA Cs: NA EXP. C Des Ld: 4700ODesd:: Mean Height: 21.17 ft 10.00 TCDL. 4.2 psf Soffit 0.00 BCDL: 5.0 psf Load Duration: 1 25 MWFRS Parallel Dist: 0 to hl2 Spacing: 24.0 " C&C Dist a, 3.00 ft Rep Factors Used. Yes Loc. from endwall: Any FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 Lumber Value Set. 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0 131'x3 0", min. toe -nails at top chord. Provide (2) 0.131'x3.0", min. toe -nails at bottom chord. H. 1 CoA #08rA`"' 04/092018 1 1 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 242 /81 /207 /- /94 /4.0 D 55 /3 /42 /- /- /1.5 C 94 /65 /52 /• /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1 5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 9t Ire extreme care in fabricating, h ndlin9, shinpin , in%alling,and bracing . Refer to and follow the latest edition of BCSI (BuildingtSaTetyInformation, by TPI ana S CA) tar saiey radices pnor to performing these functions. Installers shall provide temporar fBCSI., Unless noted o ervrise,top chord shall have prgpe attached structural sheathin and bot%% Sclhosred *hall hav a pro e id ceihna. /locations shown forpermanent latt;ral restraint bf webs shall have brapnq n r8ll nfesBs noted otoris $se 7Refe r t7e._ Apply p ates to Qach Tace of Voss and posdion as shown above and on the oin his drowing anr failure to build the on thi dr, wi I or cover pa ggeedeNnshown. The sui[ability and these web sites. ALPINE www alpineaw can, TPI, www A IPLNE µrtwcorwrr 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 211 "4 211 "4 Snow Criteria (Pg,Pr in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(fL)- NA Snow Duration: NA HORZ(LL): -0.001 C HORZ(fL): 0.001 C Code I Misc Criteria Creep Factor. 2.0 Bldg Code: FBC 6th.ed 201 Max TC CSI. 0 253 TPI Std: 2014 Max BC CSI: 0.096 Rep Factors Used. Yes Max Web CSI 0.000 FT/RT:20(0)/10(0) Plate Type(s): WAVE VIEWVer, 17.02.01A.1115.21 H. 1 CoA #08rA`"' 04/092018 1 1 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 242 /81 /207 /- /94 /4.0 D 55 /3 /42 /- /- /1.5 C 94 /65 /52 /• /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1 5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 9t Ire extreme care in fabricating, h ndlin9, shinpin , in%alling,and bracing . Refer to and follow the latest edition of BCSI (BuildingtSaTetyInformation, by TPI ana S CA) tar saiey radices pnor to performing these functions. Installers shall provide temporar fBCSI., Unless noted o ervrise,top chord shall have prgpe attached structural sheathin and bot%% Sclhosred *hall hav a pro e id ceihna. /locations shown forpermanent latt;ral restraint bf webs shall have brapnq n r8ll nfesBs noted otoris $se 7Refe r t7e._ Apply p ates to Qach Tace of Voss and posdion as shown above and on the oin his drowing anr failure to build the on thi dr, wi I or cover pa ggeedeNnshown. The sui[ability and these web sites. ALPINE www alpineaw can, TPI, www A IPLNE µrtwcorwrr 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333522 FLORIDA TEEN BUILDERS Truss Label: CJ1A Py. 1 Oty. 13 12 6 F7- C SEON: 1618 / T52 /JACK Cust, RR8975 JRef: 1W9X89750027 FROM. HMT DrwNo* 097 18 1330 48625 KM / WHK 04/07/2018 T T T rn I a D 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 Pt. NA Ce: NA EXP. C DDes Ld: 47.00Desd:: Mean Height: 20.67 it 10 00 TCDL: 4.2 psf Soffit: 000 BCDL: 5.0 psf Load Duration 1 25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 K Bldg Code: FBC 6th.ed 201 Loc. from endwall: Any D Min Brg Width Req = - GCpi. 0.18 Max BC CSI: 0.020 Wind Duration: 1.60 Lumber Max Web CSI: 0.000 Value Set: 138 (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Plate Type(s): 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'x3.0", min toe -nails at bottom chord. WARNING" IMPORTANT" FURNISH require extreme care in fa scat nenq Safety Information, by TPI a uerr SCSI. Unless noted oyherwr i "Ole AllpD y Vies to seachhofap Is 160A -Z for standard plate post a division of ITW Buitddlng ompi t t of rmance with UN I 11, c s swing indicates accept e o this brawing for any stn 11"4 1, 11 "4 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg' NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Loc R / U / Rw / Rh / RL / W B 182 / 72 /173 / - /45 /4.0Pt. NA Ce: NA VERT(LL): NA Lu. NA Cs. NA VERT(TL): NA D 12 /6 /13 / - / - /1 5 Snow Duration: NA HORZ(LL): -0.000 C C -12 /27 /20 / - / - /1.5 HORZ(TL)- 0.001 C Creep Factor: 2.0 Wind reactions based on MWFRS B Min Erg Width Req = 1.5CodeIMiscCriteria Bldg Code: FBC 6th.ed 201 Max TC CSI: 0 183 D Min Brg Width Req = - TPI Std: 2014 Max BC CSI: 0.020 C Min Brg Width Req = - Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B is a rigid surface. FT/RT:20(0)/10(0) Members not listed have forces less than 375# Plate Type(s): VIEW Ver: 17.02.01A.1115.21WAVE 500 COA #0 2'141rfts"W"s ' 04/09/2018 TING THE INSTALLERS to and follow the latest edition of failure to build the or over pa en. We suitability A IPLNE mffwc f! 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 J00bNuniber N333522 Ply: SEQN. 1619IFILRIDDATEECBALDERSIOty. 1 FROWHMT / T50 / JACK I KM No/ 197. 81134854830. / 20985002704el: AS WHK Loading Criteria (psr) Wind Criteria TCLL- 2000 Wind Std. ASCE 7-10 TCDL: 1700 Speed: 150 mph BCLL• 000 Enclosure: Closed BCDL 10.00 Risk Category, II A 51 /6 /36 / • /21 EXP. C Des d. Des Ld. 47.00D Mean Height: 20.92 it 10.00 TCDL: 4.2 psf Soffit. 0.00 BCDL- 5.0 psf Load Duration, 1.25 MWFRS Parallel Dist 0 to h/2 Spacing: 24.0 " C&C Dist a. 3.00 it Wind reactions based on MWFRS Loc. from endwall. Any Code / Misc Criteria GCpi: 0.18 A Min Brg Width Req = - Wind Duration: 1.60 Lumber Max TC CSI, 0 027 Value Set, 13B (Effective 6/1/2013) Top chord 20 SP #2 N TPI Std: 2014 Bot chord 20 SP #2 N B Min Brg Width Req = - Lumber value set "1313" uses design values approved 1/30/2013 by ALSO Wind than 375# Wind loads based on MWFRS with additional C&C member design. Additional Notes Plate Type(s): Provide (2) 0.131'x3.0", min. toenails at top chord. Provide (2) 0.131'x3.0", min. toe -nails at bottom chord. co F 12 6 1 4X4(61) C 11A 11"4 Snow Criteria (Pg,Pr in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R I U / Rw / Rh / RL W Pt: NA Ce: NA VERT(LL): NA A 51 /6 /36 / • /21 Lu: NA Cs: NA VERT(rL): NA C 17 /2 /13 / - / - 1.5 Snow Duration: NA HORZ(LL): -0.000 B B 32 /24 /20 / - / - 1.5 HORZ(rL): 0.000 B Wind reactions based on MWFRS Code / Misc Criteria Creep Factor: 2 0 A Min Brg Width Req = - Bldg Code. FBC 6th.ed 201 Max TC CSI, 0 027 C Min Brg Width Req = - TPI Std: 2014 Max BC CSI: 0.007 B Min Brg Width Req = - Rep Factors Used: Yes Max Web CSI: 0.000 Members not listed have forces less than 375# FT/RT:20(0)I10(0) Plate Type(s): WAVE VIEW Ver. 17.02.01A.1115 21 H. c,E e• S•• ,4( o. 708 1 coa, fio 270lr i1iA •'`' 04/09/2018 IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in ting, h ndlin , shlupin , ingtalling,and bracing.. Refer to and follow the latest edition of BCSI (BuildingtSafetyInformation, by TPI an SI CA) f r safety racbces pnor to performing these functions. Installers shall provide terhporarryy r BCSI. Unless noted 0 ermse, top chord shall have pro , rN attached struclural shgathing and bolt2m chord ghall hav a pro erl aid ce! inp. Locations shown for ermanent lateral restr Int bf webs shall hav br88un99 installed oer BCSI sections 133, 7 or 10y ile. Apply plates topeach face, otPWss and position as shown above and on tI a Joint Details, unless no otherwise. Refer to 60A -Z for standard 1 to positions I ion ofITWB it.y,lure to build thermancewithaNsl 11, or or handllrf shlppina, mstallahgn and bracingrt of trvssesA S8eal on this dr w Xq or coverpage swing indicates acceptance 0f pro esslonal en ineenng responsibili soleN for he desf n shown. The suitability this drawing for any structure is the responslbilit of the Building DesiglSer pefANSIITPI 1c.2. rmabon see this lob's general notes page and these web sites' ALPINE: www.atpntedw.cont, TPI WWW ipinat.org, SBCA: www sbcondustry cont: ICC: www iccseh A IPLNE mrrwCOMMVf/ 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number. N333522 I Py. 1 I SEON: 1620 / T32 / JACKI Cust: R R8975 JRef: 1 W9X89750027 FLORIDA TEEN BUILDERS Oty: 6 FROM. HMT DrwNo: 097.18.1330.47908 Truss Label: CJS KM / WHK 04/07/2018 Loading Criteria (psn TCLL: 20.00 TCDL: 17.00 BCLL. 0.00 BCDL. 10.00 Des Ld: 47.00 NCBCLL: 10.00 Soffit* 0.00 Load Duration: 1.25 Spacing: 24.0 " T Ci 1, 4'11"4 4'11 "4 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 psi MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 It Loc from endwall: not in 4.50 it GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 20 SP #2 N Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0 131 "x3.0", min. toe -nails at top chord. Provide (2) 0.131"x3.0", min toe -nails at bottom chord. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: W Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 6th.ed 201 TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/l0(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL): NA VERT(TL): NA HORZ(LL): 0.005 D HORZ(TL): 0.013 D Creep Factor: 2 0 Max TC CSI: 0.422 Max BC CSI: 0.287 Max Web CSI: 0 000 VIEW Ver. 17.02.01A.1115.21 r - N P ,......., k,Q,< 0 748 1 coA #o' ppO ,.: v 04/09/2018 Maximum Reactions (lbs) Loc R /U /Rw /Rh /RL /W B 338 176 / 277 / - /112 / 8.0 D 94 /8 /71 /- /- /1.5 C 163 / 78 /103 / - / - /15 Wind reactions based on MWFRS B Min Erg 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# ANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS me care in fa ricatina, Ihlandlin99, III in , in%allin and bracing. , Refer to and follow the latest edition of BCSI ((Buildingformation, by PI and SI Tor safety ractices Aor to performing these functions. Installers shall provide terhporary less noted otiherwise,top chord shall have pro r r attached structural sheathing and bottom hord shall hav a pro eX Locations shown for ermanenI latgral restr int bf webs shall have bra8cingg nstelled p r BC I sections 133, 7 or 10DptategstoeacliifaceotrussandpositionasshownaboveandontheJoinfetails, unless noted otherwise Refer to itandard plate positions. W B itddl1n ompon ntS Gr uG InC. shell not be regpponsiple for any deviation from this drawing an failure to buildthewith N51 11, or or handling, shipping, mstpllation and brpacing 00f trussesA eat on thi; dr8wir g or frhe suitabilityindicatesacceptanceofrofessionaennearingresonsbilisolely or the de si n shown. awing for any structure is me responsibility of the 9uilding Designer perANSI/TPI 1 S c.2. ALPINENE M rrwp71AlIJ1Y 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number N333522 Ply: 11 SEON: 1621 8975 FLORIDA TEEN BUILDERS I Qty: 2 I FROM• RDG / T66 /JACK I KM No 1W K 1330 04/ 07209827 Truss Label: CJ54 Loading Criteria (psi) TCLL 2000 TCDL: 17.00 BCLL: 000 BCDL' 1000 Des Ld: 47.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing. 24 0 " 3T' 5 17 C n 1, 4'11"4 4'11'A Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category, II EXP: C Mean Height: 15 00 R TCDL. 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 it Loc. from endwall: not in 4.50 fl GCpi: 0.18 Wind Duration 1 60 Lumber Value Set: 138 (Effective 6/1/2013) Top chord 20 SP #2 N Bot chord 2x4 SP #2 N Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design Additional Notes Provide (2) 0.131"x3.0", min. toe -nails at top chord Provide (2) 0 131'x3.0", min. toe -nails at bottom chord. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code I Misc Criteria Bldg Code: FBC 6th.ed TPI Std: 2014 Rep Factors Used: Yes FT/RT 20(0)/10(0) Plate Type(s). WAVE Deft/CSI Criteria PP Deflection in loc Udell L/# VERT(LL): NA VERT(TL): NA HORZ(LL): 0.006 D HORZ(TL): 0 013 D Creep Factor: 2 0 Max TC CSI 0.391 Max BC CSI: 0.278 Max Web CSI: 0.000 VIEW Ver. 17.02.01A.1115.21 o. T,08 1 i ,off S AT O CoA a8,is:ONAL 0 •'' n 04/092018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 330 /92 /261 /- /75 /80 D 93 /8 /70 /- /- /1.5 C 156 /66 /89 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B Is a ngid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re9uire extreme care in fabricatingg h ndlin9 shi pin inatalling,and bracing. , Refer to and follow the latest edition of BCSI (BuildingComponentSfetyInformation, byy TPI an 0 SCA) tai safety ractices prior to performing these functions Installers shall provide terhporary bracin oer B SI ,Unless noted olherwise,top chord shall have pro . l attached structural sheathing and bout chord shall hav a pro e attach rf rmid ceilin . Locations shown for permanent lateral restr int of webs shall have braaanq n4V)1 d pfr %CSI secllons 3, 7 or 910 as app ICa a Appy Dfates to each face of truss and position as shown above and on the Jointslietalls, un ess noted otherwise. Refer to' ALPINEdrawings16 -Z for standard plate positions. AICIne, a division of ITW Buitddl1nA omponsnts GrOqyp InC.,shall not be re;ponsible for any deviation from this drawing,aPY failure to build the µ„we,,, truss In nformance with AN51/T I t, or for hQan011rtp shipping, installation and brpaang Of,trussesAeal on thi drawlrig or cover page ty 2400 Lake OrangeDr. listingg this drawin indicates acceptance f pro ess ona egginering resg onslbility soleN or the desn shown. The suitabili g and Ose off this rowing or any structure is a responsibfli ryY o the wilding Des g er pe ANSIITPI 1 c.2. Suite 150 For mors inlormalion see trns oD's enerat notes a and Urese web &tes ALPINE: www al meihv.com TPI: www.t mst.or ; SBCA www stxindus .wm, ICC www iCCeafewo Orlando FL, 8975 FLORIDA TEEN BUILDERS I Oty 6 I FROM. HMT / T58 / JACK I KM No RWHK 8.1330 / 208850027 Truss Label: CJ3 Loading Criteria (psf) TCLL: 2000 TCDL: 1700 BCLL, 0.00 BCDL: 10.00 Des Ld. 47.00 NCBCLL: 10.00 Soffit 000 Load Duration: 1.25 Spacing. 24.0 " C 11 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 psi BCDL. 5.0 psi MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc from endwall: Any GCpi: 0.18 Wind Duration, 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design Additional Notes Provide (2) 0.131"x3.0", min. toe -nails at top chord. Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. 2X4(A1) 1, 2'11 '4 2'11 "4 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 DefllCSl Criteria PP Deflection in loc Udefl L/# VERT(LL): NA VERT(R):NA HORZ(LL): 0.001 D HORZ(TL): 0 002 D Creep Factor. 2.0 Max TC CSI: 0.180 Max BC CSI, 0 091 Max Web CSI. 0.000 VIEW Ver: 17.02 01A.1115.21 fZ ry r,. i_.%; EisFSte; • o. 708 1 S T O 0 eee li j •A n NrbrrrPrrW tl'P 04/09/2018 Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL /W B 248 /61 /212 /- /74 /8.0 D 52 /4 /41 /- /- /1.5 C 87 /43 /52 /- /- /1.5 Wind reactions based on MWFRS B Min Big Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface Bearing B requires a seat plate. Members not listed have forces less than 375# WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS cusses re9guire extreme care in fabricating, handlin99, shi pin , installing,and bracing. Refer to and follow the latest edition of BCSI (BuildingomponentSafetyInformation, by. TPI an0 SBCA) fbr safety Oractices prior to perfof-mming these functions. Installers shall provide temporary bracin99 Der BCS! Unless noted olherwise,top chord shall have rope attached structural shaathin9 and bottom hord shall hav a rogerattach8arqidceiling. Locations shown for emianent lateral restr8mt bf webs shall have braacing in5galled per BC I coons 93, 7 or Bt Oy as ap ica a Ap pTy plates to ach face, o truss and position as shown above and on the Join`Detalls, unless note otherwise Refer to A LPI N Edrawlgs160A -Z for standard pPfate positions. Alpine, a division of ITW ByIIdd11n CComponsnis Grppup In shall not be rein onsiple for an deviation from this drawinp,a failure to build the trus icont rmance with AM101 1, or for handIi s iiapin , installation and bracing of trussesA seal on thi; dr wing or cover page 2400 Lake Orange Dr. listing this rawin9 indicates acceptance of pro assionar en ineerin9 responsibility solely for the desi n shown. The suitability 9 I ise o this drawing for any structure is me responsibility of the Building DesigrSer pefANSIl 1 S c.2. Suite 150 For more informal see Nisjob's general notes page and these web sites: ALPINE: www all com, TPI: www t cost or • SBCA www sbandus .ram; ICC: www.iccsafe Orlando FL. 32837 Job Number N333522 Ply. I SEON: 1623 FLORIDA TEEN BUILDERS I O y: 2 I FROM. RDG / T87 /JACK I No097. 8R3 0. X9850027 Truss LWHK abel: CJ34 KM / Loading Criteria (psi) TCLL 20.00 TCDL 17.00 BCLL• 0.00 BCDL• 10.00 Des Ld: 47.00 NCBCLL: 10.00 Soffit. 000 Load Duration: 1.25 Spacing: 24.0 " T 12 4 C 2X4(A1) 1, 2'11 "4 2'11'A Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category' II EXP C Mean Height: 15.00 tt TCDL: 4.2 psi BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C8C Dist a: 3 00 it Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 138 (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N 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) 0.131IN3.0", min. toe -nails at bottom chord. Snow Criteria (P9,Pi 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 Deff/CSI Criteria PP Deflection in loc Uden U# VERT(LL)- NA VERT(TL). NA HORZ(LL). 0.001 D HORZ(TL) 0.002 D Creep Factor: 2.0 Max TC CSI 0.161 Max BC CSI: 0.085 Max Web CSP 0.000 VIEW Ver: 17.02.01A.1115.21 H. P•,,.••..., 41 6 o.7.08 1 s S T O44- r • r COA ao1114;: NALS ,• 04/09/2018 11 co 111 Maximum Reactions (lbs) Loc R /U /Rw /Rh /RL /W B 242 /71 /199 I- /50 /8.0 D 51 /4 /39 /- /- /1.5 C 82 /35 /45 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses reUutre extreme care in to ricatin9, hh ndlin9, shiapin , ingtalling,and bracing. • Refer to and follow the latest edition of BCSI (Bui eS Component S fey Information, by TPI an0 S CA) f$r salpety ractices pnor to performing these functions Installers shall provide tempo bracin er B St. Unless noted dtherwise,top chord shall have prober ' attached structural sheathin and bolt2r chord shall hav a pro attach rigid ceilin ,Locations shown for ermanent lateral restraint bf webs shall have bracros8ins lied pr BCSI secbons B3, 7 r as app Ica a Ap Ty plates to each face o truss an0d position as shown above and on the Joint Details, un ess noted otherwise Refer to ALPINEdrawings160A -Z I r standard plate positions. Alpine, a division of ITW Buit 11nt Componsnis GrCy In .,shall not be re;ponslple for any deviation from this drawing any (allure to build the w,m„ro,,,, tNss in of rmance with A 51lTPI 1, or for handlm shipping, Inst llabon and braang of, WssesA eat on this dr8wrrla or over page 2400 Lake Orange Dr. listens thisrawing indicates acceptance of pro essionar en meering re§ponsibillty solel r or the des/ n shown.he suitability g and fise o this ddrawing for any structure is the responsibi it of the uildrng Desig er pe ANSIlfPI 1 5$c.2. Suite 150 For more mlormabon see tMs • b's enerel notes a e eno mess web ales. ALPINE. www al ineitw coin TPI: www t mst or SBCA• www abanous .win, ICC• www iwsa}eory _ _ Orlando FL, 32837 Job Number. N333522 FLORIDA TEEN BUILDERS Truss Label: CJ1 Ply: 1 Ory: 6 12 6 F7- C 4"3 1, SEON: 1624 / T31 / JACKI Cusl: R R8975 JRef. 1 W9X89750027 FROM ROG DrwNO: 097.16.1330.48761 KM / WHK 04/07/2016 Loading Criteria (psi) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL, 17.00 Speed. 150 mph BCLL: 0.00 Enclosure. Closed BCDL: 10.00 Risk Category. II EXP. C Des Ld: 4700 Mean Height: 15 00 R NCBCLL: 10.00 TCDL: 4.2 psi Soffit: 0.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing. 24.0 " C&C Dist a: 3.00 It Plate Type(s) Loc from endwall: Any WAVE GCpi: 0.18 Wind Duration: 1.60 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0.131"x3.0", min. toe -nails at top chord. Provide (2) 0.131"x3 0", min. toe -nails at bottom chord 11114 11 "4 Snow Criteria (Pg,Pr in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Pf NA Ce: NA VERT(LL): NA Lu: NA Cs. NA VERT(TL): NA Snow Duration. NA HORZ(LL)--0.000 D HORZ(TL). 0.000 D Code / Misc Criteria Creep Factor 2.0 Bldg Code, FBC 6th ed 201 Max TC CSI: 0.171 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. 708 1 1 • COA #0 0 NAL irrrnr 04/09/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING* shall as snown Mile and on TPI: www Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 196 /66 /189 /- /36 /8.0 D 7 /11 /14 /- /- /15 C -21 /35 /24 /- /- /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 3750 INSTALLERS ow the latest edition of BCSI ((Building 1s. Installers shall provide terhporary nd bott2m chord ;hall hav@ a pro erl ed p r SCSI secbons 53, 67 or 1v, i, unless not otherwise. Refer to his dr;wing an failure to build the on thi; drBwiX or over p eLedesignshown. 4The suitability A IPLNE wawa Mawr 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number N333522 Ply. I SEON: 1625 8975 FLORIDA TEEN BUILDERS I Qty: 2 I FROM. RDG / T24 /JACK I KM No RWHK 8.13 0.4 09850027 Truss Label: CJ14 12 4 C7-,- C B T T 3"15 A D Loading Criteria (psi) 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 Ld 47.00 EXP. C Lu, NA Cs. NA Mean Height: 15.00 it NCBCLL: 10.00 TCDL' 4.2 psf Soffit, 0.00 BCDL: 5.0 psi Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24 0 " C&C Dist a 3.00 it Wind reactions based on MWFRS Loc. from endwall: Any Code / Misc Criteria GCpr 0.18 B Min Brg Width Req = 1.5 Wind Duration: 1.60 Lumber Max TC CSI. 0.159 Value Set: 138 (Effective 6/1/2013) Top chord 20 SP #2 N TPI Std 2014 Bot chord 2x4 SP #2 N C Min Brg Width Req = - Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Bearing B is a rigid surface. 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. IMPORTANT" FURNISH THIS a division of any 2X4(A1) 1, 11"4 11"4 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Cl: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL W Pf: NA Ce: NA VERT(LL): NA B 191 /88 /174 1- /25 80 Lu, NA Cs. NA VERT(TL). NA D 7 / 11 /16 / - / - 1.5 Snow Duration, NA HORZ(LL): 0.000 D C -21 /31 /24 / - I - 1.5 HORZ(TL): 0.000 C Wind reactions based on MWFRS Code / Misc Criteria Creep Factor: 2.0 B Min Brg Width Req = 1.5 Bldg Code: FBC 6th.ed 201 Max TC CSI. 0.159 D Mm Brg Width Req = - TPI Std 2014 Max BC CSI: 0.020 C Min Brg Width Req = - Rep Factors Used. Yes Max Web CSI: 0.000 Bearing B is a rigid surface. 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 a,... y4, E '4r T 8 1 i J rMl V • COA #0 S,O NA . 04/09/2018 ALL CONTRACTORS INCLUDING THE INSTALLERS a, installing and bracing. Refer to and follow the latest edition of failure to build the I or cover pa n. The suf ility ALPINE NIIIWNMHf I2400LakeOrangeDr. m Suite 150 Orlando FL, 32837 Job Number. N333522 FLORIDA TEEN BUILDERS Truss Label: HJ7 T Ply. 1 I SEON: 1626 / T30 / HIP_ I Cust. R R8975 JRel: 1 W9X89750027 Qty: 3 FROM. HMT DrwNo. 097.18.1330.46196 KM / WHK 04/07/2018 5'2"5 9110"1 5'2"5 47"l 1 0 1'5" 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 VERT(TL): 0.067 C 999 240 EXP. C Dd' Des Ld 47.00Des Mean Height, 15.00 R 0.00 TCDL: 4.2 psf Soffit: 0.00 BCDL 5 0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 it Max TC CSI: 0.901 Loc from endwall: NA TPI Std: 2014 GCpI: 0.18 D Min Brg Width Req = - Wind Duration: 1160 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 20 SP #1 Webs 2x4 SP #3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Loading Hipjack supports 6-11-8 setback jacks with no webs Wind Wind loads and reactions based on MWFRS. Additional Notes Provide (3) 0.131"x3.0", min toe -nails at top chord. Provide (3) 0.131"x3 0", min toe -nails at bottom chord IMPORTANT— FURNISH THIS a division of any 9'5"7 9'5"7 0 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL) 0.017 C 999 360 B 425 /125 / - /_ /_ /106 Lu: NA Cs- NA VERT(TL): 0.067 C 999 240 E 443 / 56 / - /1 /0 /1.5 Snow Duration. NA HORZ(LL): 0.006 F - D 305 / 156 / - / - / - /1.5 HORZ(TL): 0.014 F Wind reactions based on MWFRS Code / Misc Criteria Creep Factor: 2.0 B Min Brg Width Req = 1.5 Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.901 E Min Brg Width Req = - TPI Std: 2014 Max SC CSI. 0.623 D Min Brg Width Req = - Rep Factors Used* No Max Web CSI: 0.420 Bearing B is a ngid surface. Bearing B requires a seat plate. FT/RT•20(0)/10(0) Plate Type(s). Members not listed have forces less than 375# WAVE VIEW Ver. 17.02.OtA.1115.21 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. B -C 341 -817 ALL o.7.08 1 o• S T O QA S ONALCOA #0°14$ 04/09/2018 to THE INSTALLERS Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B - F 769 -308 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C - F 333 -831 of failure to buildthe n. or Thearea ALPINE M RWO7M4n 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 JobNumber N333522 Ply: I SEON: 1627 8975 FLORIDA TEEN BUILDERS I Oh• 4 JFROM.HMT / T21 /HIP I KM No RW K 8.13 0. 48906 51)027 Truss Label: HJ7A Loading Criteria (psi) 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 " Lumber 5'2"3 911011 573 47'14 D 12 4.24 p 3X6 C N O J Q O B e% A iEi F F 1'5" 1 9,5,10 4, 9'5"10 41VI Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category. II EXP- C Mean Height: 22.18 ft TCDL 4 2 psi BCDL: 5.0 psf MWFRS Parallel Dist. 0 to h/2 CK Dist a: 3.00 it Loc. from endwall- NA GCpi: 0.18 Wind Duration 1 60 Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Loading Hipjack supports 6-11-8 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Additional Notes Provide (3) 0.131'x3.0", min toe -nails at top chord. Provide (3) 0.131•x3.0", min toe -nails at bottom chord. Snow Criteria (Pg,Pi in PSF) Pg NA Ct. NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code FBC 6th.ed 201 TPI Std: 2014 Rep Factors Used: No FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection In loc Udell U# VERT(LL): -0.023 C 999 360 VERT(TL): 0 061 C 999 240 HORZ(LL)' -0.010 E - HORZ(TL). 0 012 E Creep Factor, 2.0 Max TC CSI: 0.809 Max BC CSI: 0.621 Max Web CSI: 0.392 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 423 /181 /- /- /- /4.9 E 439 /101 /- /- /- /1.5 D 312 /209 /- /- /- /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. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) VIEW Ver. 17.02 01A.1115.21 Chords Tens.Comp. B - C 441 -743 i'rr•GE •'S• 'j 4A4 o. 708 1 ot• S T O 0 ee• A. •e < l • coA ao' ss 0NAL 04/09/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp. B - F 688 -398 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C - F 437 -755 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS russes require extreme care in labricatin , handling shi ping installing,and bracing. , Refer to and follow the latest edlb n of BCSI (IBuilding omponenq Safety Information, by TPI an SBCA) r$r saiPety practices prior to performing these functions Installers shall provide terhporary _ bracin Der BCSI. Unless noted olherwise,top chord shall have prou_er% attached structural sheathing and boil hord shall hav a proTVattacharllda /lino. Locations shown for lermanent lateral restr mt bf webs shall hav braana ins iIne'd pfr Bc l secllons 3, 7 'o 1 v, as app Ica e. ApDTy rigs to each face o truss and position as shown above and on lire JoinfDetatls, un ass notes otherwise. Refer to ALPINEdrawings160A -Z for standard plate positions. Alpine, a division of ITW BUitddlng Componsnts Gr uu InC.,shall not be responsiple for any deviation from this drawing apY failure to build the A,„wC„ nItsssInnformancewithUN11riPl1, or eor handllAp shipping, Installatldn and braving oof trussesA eal on this drawlrlg or cover page 2400 Lake Orange Dr. listing this drawing, Indicates acceptance of propessponai en ineerinq respons bili soleryIv or tthe desi n shown. The suitability Suite 150and ise of this rawing Tor any structure is the responsibilil of the Building Designer peIANSI/TPI 1 S$c.2. Ovando FL, 32837FormoremformatwnseetrnaoD's neral notes a e antl mese weD saes ALPINE: www.al menw.com, TPI: www t inst or ,SBCA www abdntlus .com, ICC www iccsale.org _ _ FLORIDA TEEN BUILDERS I y- 1 I FROM. RDG ` T63 /HIP_ I Dr No RWHK 81330 U 5501850027 Truss Label: HJ74 Loading Criteria (psq TCLL: 20.00 TCDL: 17.00 BCLL- 0.00 BCDL: 1000 Des Ld: 4700 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1 25 Spacing 24.0 " 5'37 9110"1 5'37 4'6"10 s7 3X6(A1) pile-^ =-OQW 14 1'S" 5'1"11 4'1"8 6"1 5'1"11 9'3"3 9'1 "1 Wind Criteria Wind Std. ASCE 7-10 Speed, 150 mph Enclosure- Closed Risk Category, II EXP: C Mean Height, 15.00 R TCDL: 4.2 psi BCDL 5 0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3 00 H Loc. from endwall. NA GCpi: 0.18 Wind Duration 160 Lumber Value Set. 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 20 SP #2 N Webs 20 SP #3 Lumber value set "1318" uses design values approved 1/30/2013 by ALSC Loading Hipjack supports 6-11-8 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS Additional Notes Provide (3) 0.131"x3.0", min toe -nails at top chord. Provide (3) 0.131"x3.0", min toe -nails at bottom chord. a IMPORTANT" FURNISH any Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ PL• NA Ce NA Lu. NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 6th.ed 201 TPI Std: 2014 Rep Factors Used- No FT/RT 20(0)/10(0) Plate Type(s): WAVE, 18SS 11 Defl/CSI Criteria Maximum Reactions (lbs) PP Deflection in toe Udefl U# Loc R /U / Rw / Rh / RL VERT(LL)- 0.038 G 999 360 H 415 /128 / - /- / - VERT(f L): 0.142 G 999 240 E 427 /64 / - /0 / - HORZ(LL). 0.009 F - - D 305 /151 / - /_ / - HORZ(TL): 0.020 F Wind reactions based on MWFRS Creep Factor: 2.0 H Min Brg Width Req = 1.5 Max TC CSI- 0.786 E Min Brg Width Req = - Max BC CSI: 0673 D Min Brg Width Req = - Max Web CSI: 0.579 Bearing H is a rigid surface. Bearing H requires a seat plate. W 10.6 1.5 1.5 Members not listed have forces less than 375# VIEW Ver: 17 02.01A.1115.21 Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B • C 375 -1283 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - G 1237 -360 G - F 1225 -367 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - F 382 -1275 d". X11 H.j.•"'`' o. T08 1 off• S T O EN , COA #dts-,S/ANAL_ _,.• 04/092018 ALL CONTRACTORS INCLUDING THE INSTALLERS W'7 installing.and bracin .. Refer to and follow the latest edition of BCSI (Buildinggg ctices pnor to performing these functions. Installers shall provide temporary e proper attached structural sheathing and bolt2m fiord Miall have a proper restraint bf w bs shall have braacjngg installed per eCSI sections 83, B7 or 810, as shown a ove and on the JOrnt" aLitS, unless noted Otherwise Refer to ill not be re,pponsiple for any deviation from this dr wind an failure to build the 1p, installation and bracing 00f trussesA real on th s drBwiXq or cover page t engineering respons-bility. solely_ o iihe (lgs„ gn shown. The suitability ALPINENE AMrrWO wrN+v 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number N333522 Ply. ISEQN* 1629 FLORIDA TEEN BUILDERS I O y: 1 IFROK HMT / T51 /HIP_ I KM No RWHK 8R3 0.4 / 209850027 Truss Label: HJ7S Loading Criteria (psq TCLL- 20.00 TCDL 17.00 SCLL: 000 BCDL. 1000 Des Ld: 47.00 NCBCLL 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " T ero 1 573 9'10"1 573 47"14 L 3X4(B1) Wind Criteria Wind Std: ASCE 7-10 Speed, 150 mph Enclosure, Closed Risk Category: II EXP: C Mean Height: 22.43 It TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist- 0 to h/2 C&C Dist a, 3.00 it Loc. from endwall NA GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Loading Hlpjack supports 6-11-8 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Additional Notes Provide (3) 0.131'x3.0", min toe -nails at top chord. Provide (3) 0.131'x3.0", min toe -nails at bottom chord. IMPORTANT" FURNISH THIS s re9qvire extreme care in fabricatin , h nenC Safey Information, byY TPI an SE T SCSL. Unless noted otlterwi e,topOraidceili . Locations shownlor De Ica e. Appy platos to ach face. of in Is 16OA-Z for scan aandlpefate positions. acodriformancewlhXildr P /r1Porrntj this drawin indicates acceptance w of this rawing for any structure 9'5"10 4" 9'5"10 1 "1 Snow Criteria (Pg,Pt in PSF) Pg: NA Cl: NA CAT: W Pf: NA Ce: NA Lu NA Cs- NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 6th.ed 201 TPI Std. 2014 Rep Factors Used: No FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc Udell L/# VERT(LL): -0.023 B 999 360 VERT(R): 0.059 B 999 240 HORZ(LL). -0.010 D - HORZ(TL)- 0.012 D Creep Factor. 2.0 Max TC CSI 0.803 Max BC CSI: 0.627 Max Web CSI: 0 397 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W A 382 /160 /- /- /- /4.9 D 443 /105 /- /- /- /1.5 C 311 /211 /- /- /- /1.5 Wind reactions based on MWFRS A Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) VIEW Ver 17.02.01A.1115.21 Chords Tens.Comp. A - B 449 -749 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp A - E 696 -406 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - E 446 -763 svx0.E • o. 708 1 SAT O fz s, ••0..... •••' 6N A fiF S MON CO t _,. 04/09/2018 ALL CONTRACTORS INCLUDING THE INSTALLERS I, installing and bracing.. Refer to and follow the latest edition of SCSI (Building ractices pnor to perfo ming these functions. Installers shall prowde temporary properly attache structural shgathing and bori2m chord shall hav a pro2perlestrintfwgtissallhavebrep7ungnsliedprSCSIsectionsQ3, 7 or B10YasshownaboveandontheJometails, unless noted Otherwise. Refer to ALPINE II not be respori le for any deviation from this dr0win arty failure to build theIlatibracingtrussesAthisdrwiilg wm,,,,r, 1 Inst In an of teal on or cover page a ngineering responsibility solelIyy or the desi n shown. The suitability ibilit)1 the 9uilding Designer 1 ac.2. 2400 Lake Orange Dr. 9 Suite 150ofperrANSI/TPI 4LPINE: www.al ineitw.com; TPI: www.4Mst.org. SBCA. www.sbcondust .corn• ICC: www.ecesafe.org Orlando FL, 32837 Job Number. N333522I Ply: 1 I SEAN, 1630 / T42 / HIP_ I Cust: R R8975 JRO: 1 W9X89750027 FLORIDA TEEN BUILDERS Oly. 2 FROM: RDG DrwNo. 097.18.1330.46785 Truss Label: H.12 KM / WHK 04/07/2018 Loading Criteria (psf) TCLL: 20.00 TCDL: 17.00 BCLL. 000 BCDL 1000 Des Ld: 47.00 NCBCLL: 0 00 Soffit: 0.00 Load Duration: 1.25 Spacing 240" T 12 C4.24 F 1'5" 2'7"1 2'7"1 Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure Closed Risk Category: II EXP: C Mean Height, 20 90 it TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist. 0 to h/2 C&C Dist a: 3.00 it Loc. from endwall: NA GCpi: 0.18 Wind Duration: 160 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 20 SP 02 N Bot chord 2x4 SP #2 N Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Loading Hipjack supports 1-10-0 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS Additional Notes Provide (2) 0.131'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 Pt: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code. FBC 6th.ed 201 TPI Std: 2014 Rep Factors Used No FT/RT:20(0)/10(0) Plate Type(s). WAVE Defl/CSI Criteria PP Deflection in loc Udefl L/# VERT(LL): NA VERT(TL): NA HORZ(LL): -0.000 D HORZ(TL): 0 001 D Creep Factor: 2.0 Max TC CSI: 0.136 Max BC CSI: 0.031 Max Web CSI: 0.000 VIEW Ver: 17.02 01A 1115 21 T T t:fl fn 00 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 102 /51 /- /- /- /4.9 D 4 /- /7 /• /- /1.5 C 18 /12 /- /- /- /1.5 Wind reactions based on MWFRS B Min Big Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTAN• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire T• extreme care in fabricating, handling, shinpin installing and bracing Refer to and follow the latest eddrli n of BCSI (BuildingtSafetyInformation, by TPI and SBCA) roe safety radices prior to performing these functions. Installers shal provide temporary BCSI UNess noted olherwise;Op chord shall have property atteached siructural ssheattthing and pori2m hored shall hhavy progenyrdceilingg. locations shown for ermane t lateral restraint f w bs shat haw brJ unr installed r BCI sd coons 3, 7 or t 0e._ Appry p ates to each face. o truss an position as shown a ve and on tine om Details, un ess note otherwise Refer to shall not failure to build gthe n. Epa su [ability A IPLNE µ"" 2400 Lake Orange Dr. Suite 150 Orlando FL. Job Number. N333522 Py. 1 SEON: 1631 / T17 / SY42 Cust: RR8975 JRef: 1W9X89750027 FLORIDA TEEN BUILDERS Ory: 9 FROM. PFH DrwNo: 097.18.1330.46598 Truss Label: FTI KM / WHK 04/07/2018 8'1"8 1 10'6"10 18'81,10 8'1" 8 12,5,2 87' fl— 2'6" 1 2'6"12 --}— 2'6"12 --{ 2'6"12 --}-- 2,6„12 F5'1 TYP) TZ 90 1 4X6 = 3X3 15X3 =4X4 =W=3X4 =4X4 1114X6 A B C D E F G HI JK ffilVPjr N I L\1. Deft/CSI Criteria Maximum Reactions (Ibs) r PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL W I IX = X46 =4X4 1111.5X3 T 1111.5x3 1111.5x3 C P 1111.5OX3 =4X4 =4X6 1111.5X31.5X3 1112X4 = W=3X6 Loading Criteria (psf) Wind Criteria TCLL 40.00 Wind Std' NA TCDL 1000 Speed: NA mph BCLL*0 00 Enclosure: NA BCDL. 5.00 Category: NA EXP NA Des Ld. 55.00 Mean Height: NA tt NCBCLL' 10.00 TCDL: NA psf Soffit: 2.00 BCDL: NA psi Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA R Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N :T2 4x2 SP #1. Bot chord 4x2 SP #1 :B2 4x2 SP #2 N: Webs 4x2 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 3X4 except as noted. Additional Notes 2x6 #3 HEM -FIR or better continuous strongback. Attach to each truss where shown with 3-10d Box or Gun nails (0128"x3',min.). Strongback material to be supplied by erection contractor. Truss must be installed as shown with top chord up a IMPORTANT" FURNISH THIS any iral n 18'8"10 T i Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL W Pf: NA Ce: NA VERT(LL)- 0 233 R 939 360 X 1030 / - / - / - / - 7.3 Lu: NA Cs: NA VERT(fL)' 0.506 F 602 240 J 1013 / - / - / - / - 3.0 Snow Duration: NA HORZ(LL): 0.039 M - X Min Brg Width Req = 1.5 HORZ(TL). 0.062 B J Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor: 2.0 Bearings X 8 J are a rigid surface. Bldg Code: FBC 6th.ed 201 Max TC CSI- 0 874 Bearing X requires a seat plate. TPI Std: 2014 Max BC CSI: 0.997 Rep Factors Used Yes Max Web CSI: 0.605 Members not listed have forces less than 375# FT/RT:12(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE VIEWVer 1702.01A.1115.21 A -B 0 -723 F -G 0 -2720 B -C 0-1916 G -H 0 -2037 C- D 0- 2669 H-1 0 -786 D- E 0- 2669 1- J 0 - 850 E - F 0 -2927 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. W- V 1435 0 R- Q 2927 0 V- U 2398 0 O- P 2474 0 U- T 2398 0 P-0 2474 0 T- S 2925 0 O- N 2474 0 S- R 2927 0 N- M 1600 0 Maximum Web Forces Per Ply (Ibs) pB1+11t11WtrrNq,' Webs Tens.Comp. Webs Tens. Comp iy A - X 0 -1006 F-0 11 -564 e••• A- W 1151 0 Q- G W- B 0 -1131 G- N 447 0 0 -675ScGE B- V 763 0 N- H 694 0 s V -C 0 -744 H -M 0 -1190 0.8 CC_ E M•J 1270 0 471 - 618Z : J' E off• S T O FA-, S/()NAL EN . coA #d°sgg twlni+' 04/09/2018 ALL CONTRACTORS INCLUDING THE INSTALLERS ddiacliccesnnor top erformin ethese functions Inst2arl lers shall provideSee,B orar g s pro attached struclu9al sheathing and bolt BG lsrd t%ns $3, to roge r, estr mt f w bs shall hame braacinsStl ms ailed r Bc ec as shown above and on the JoinfDetails, unless noted otherwise. Refer to ALPINE II not be reSuuonsl le for any eviation from this drawing arry failure to build the w,m„O •,,, i Inst IlatI n an bracing q ,trussesA seal on thi drawirf o vere,ge 2400 Lake Orange Driennenngrreponsibilittyvsole) for the des n sho n. a itability 9 ib Bulld ng Desiglier pe ANSI/TP1 1 c.T. Suite 150 4LPINE www.al menw com, TPI www. cost or SBCA• www sbc ndust .com• ICC: www.rccsafe.or Orlando FL, 32837 Job Number. N333522 FLORIDA TEEN BUILDERS Truss Label: FTtA Py: 1 ISEON-1632/ T9 / SY42ICust.RR8975JRef.1W9X89750027 Qty. 1 FROM: HMT DrwNo* 097 18 1330.46193 KM / WHK 04/07/2018 8'1"8 9'8"8 18'5"9 r"-- 2'6" 2'6"12 --}-- 2'6"12 -- TYP) 04X6 1.5X3 as4X4 A B C D I—IxW V U T S a1.5X3 =4X6 =4X4 1111.5X3 1111.5X3 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure- NA BCDL: 5.00 Category: NA Des Ld: 55.00 EXP. NA Mean Height: NA ft NCBCLL, 10.00 TCDL: NA psf Soffit: 2.00 BCDL: NA psi Load Duration, 1.00 MWFRS Parallel Dist: NA Spacing, 24.0 " C&C Dist a. NA it Loc. from endwall: NA I: NA GCpi: NA Wind Duration. NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Bot chord 4x2 SP #1 .B2 4x2 SP #2 N, Webs 4x2 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Dur.Fac.=0.90 / Plate Dur.Fac.=0.90) TC: From 100 plf at 0.00 to 100 pit at 1834 BC: From 10 pit at 0 00 to 10 plf at 18.34 TC: 1550 Ib Conc. Load at 16.15 TC: 328 Ib Conc. Load at 17 03 TC: 247 Ib Conc. Load at 18.34 Plating Notes All plates are 3X4 except as noted. Additional Notes 2x6 #3 HEM -FIR or better continuous strongback. Attach to each truss where shown with 3-10d Box or Gun nails (0.128"0",min.). Strongback material to be supplied by erection contractor. Truss must be installed as shown with top chord up P 1-4-8 - T-- 2'6"12 2'6"12 —4"A 1111.5X3 =3X6 a 5X8 1112X4 E F G H I J 17'215 18'5"9 R O PO N MLfn K 11115X3 =4X6 1114X6 W=3X6 1111.5X3 T2"10i Snow Criteria ft,Pf in PSF) DefI1CS1 Criteria Maximum Reactions (Ibs) O- P Pg, NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Loc R /U / Rw / Rh / RL W Pf NA Ce: NA VERT(LL): 0.147 S 999 360 X 976 / - / - / - / - 7.3 Lu: NA Cs: NA VERT( Q- 0 382 D 877 240 L 3174 / - /_ / - / - 5.7 Snow Duration: NA HORZ(LL). 0.027 B - X Min Big Width Req = 1.5 2633 0 HORZ(rL)- 0.045 L L Min Brg Width Req = 1.5 0 Code I Misc Criteria Creep Factor: 2.0 Bearings X & L are a rigid surface. M- L Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.744 Bearing X requires a seat plate. 2502 TPI Std 2014 Max BC CSI: 0.963 0 -676 H -L Rep Factors Used: Yes Max Web CSI: 0.627 Members not listed have forces less than 375# C- T 398 0 Maximum Top Chord Forces Per Py (Ibs) FT/RT:12(0)/10(0) i Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): 396 0 f a WAVE VIEW Ver: 17.02.01A.1115.21 A- B 0 -679 E - F 0 -2628 B - C 0-1787 F -G 0 -2199 C- D 0- 2444 G- H 0 -1359 D - E 0 -2633 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens Comp W- V 1347 0 O- P 2502 0 V- U 2225 0 P-0 2502 0 U- T 2225 0 O- N 1894 0 T- S 2633 0 N- M 751 0 S- R 2633 0 M- L 751 0 R - O 2502 0 V -C 0 -676 H -L oi• 1 V •Q. Oeee e•• COA s t77tt77 NAI. (y, 1, 0 O .Q& if 11;000 04/09/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatin h ndlin9g shippin installing,and bracing. , Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI anu'S CA) for safety ractices pnor to performing these functions. Installers shall provide terhporar bracin Der BCSI., Unless noted olherwise,top chord shall have prone attached structural sheathing and botIg chord shall hav a proaenattacharslideeilinaLocationsshownforermanentlateralrestraintbfwpbsshallhavebrawnn and pgr SCSI sections $3, 7 or B10Y as app ica a ApuTy rt to each face o truss and position as shown above and on the Joint9 etads, un ess not otherwise. Refer to ALPINEdrawings160A -Z for standard plate positions. Alpine, a division of ITW B itdln ompon ntS Gray Inc. shall not be regonsiple for any deviation from this drawin app failure to build thetrssmofrotalwithANSI11, or (nor handllrfg shipping, instellabOn and bracm of trussesA eal on thi or wiilg or cover page 2400 Lake Orange Drlistingthisrawinindicatesacceptancefproessonaenineenngresonsibilittyvsoleryryorthedesanshown. The sui q bili 9 and se o this rawing for any structure is p e responsibilit of the Building Desigrier per'ANSUTPI 1 Sbc.2. ty Suite 150 For more information see this' b'a general notes page and these web sites ALPINE, www el meow corn; TPP www tpinst orit: SBCA: www.sbundust aom; IM www.rcuare.or Orlando FL, 32837 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. MIit111tit1111f//srr•,'` A - X 0 -9-55 F-0 0 477 eeee••••• ee•• A- W w - B 1082 0 0-1061 O- G G N 494 o 0 857V•.*X6 .9 •. r- B -V 697 0 N -H 946 0 r i • V -C 0 -676 H -L 0 2428 0.'CD8 C- T 398 0 L- I 0 781 i D 54 -486 I- K 396 0 f a F 539 -156 oi• 1 V •Q. Oeee e•• COA s t77tt77 NAI. (y, 1, 0 O .Q& if 11;000 04/09/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatin h ndlin9g shippin installing,and bracing. , Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI anu'S CA) for safety ractices pnor to performing these functions. Installers shall provide terhporar bracin Der BCSI., Unless noted olherwise,top chord shall have prone attached structural sheathing and botIg chord shall hav a proaenattacharslideeilinaLocationsshownforermanentlateralrestraintbfwpbsshallhavebrawnn and pgr SCSI sections $3, 7 or B10Y as app ica a ApuTy rt to each face o truss and position as shown above and on the Joint9 etads, un ess not otherwise. Refer to ALPINEdrawings160A -Z for standard plate positions. Alpine, a division of ITW B itdln ompon ntS Gray Inc. shall not be regonsiple for any deviation from this drawin app failure to build thetrssmofrotalwithANSI11, or (nor handllrfg shipping, instellabOn and bracm of trussesA eal on thi or wiilg or cover page 2400 Lake Orange Drlistingthisrawinindicatesacceptancefproessonaenineenngresonsibilittyvsoleryryorthedesanshown. The sui q bili 9 and se o this rawing for any structure is p e responsibilit of the Building Desigrier per'ANSUTPI 1 Sbc.2. ty Suite 150 For more information see this' b'a general notes page and these web sites ALPINE, www el meow corn; TPP www tpinst orit: SBCA: www.sbundust aom; IM www.rcuare.or Orlando FL, 32837 FLORIDA TEEN BUILDERS I Qty: 1 I FROM. RDG / T71 / SY42 I Dr WHK 0No R 8.133.4 /20/ 850027 Truss Label: FTIG Loading Criteria (psi) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed. NA mph SCLL. 0.00 Enclosure: NA BCDL: 5.00 Category: NA Des Ld: 55.00 EXP: NA D Des d:: 10 00 Mean Height NA it TCDL: NA psf Soffit: 2.00 BCDL. NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing, 24 0 " CSC Dist a: NA R Loc. from endwall. NA I NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #1 Bot chord 4x2 SP #2 N 'B2, B3 4x2 SP #1: Webs 4x2 SP #3:W21 4x2 SP #2 N: Lumber value set "138" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Dur.Fac.=1 00 / Plate Dur.Fac.=1.00) TC: From 100 ph at 0.00 to 100 plf at 18.61 BC: From 10 pit at 0.00 to 10 plf at 18.30 TC: 695 Ib Conc. Load at 14.63 Plating Notes All plates are 3X6 except as noted. Additional Notes 2x6 #3 HEM -FIR or better continuous strongback. Attach to each truss where shown with 3-10d Box or Gun nails (0.128"xT%min ). Strongback material to be supplied by erection contractor. Truss must be installed as shown with top chord up Snow Criteria (P9,Pi in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) 8'1"8 107"8 14'9" 18'81110 Pf NA Ce: NA VERT(LL) 0.267 E 818 360 Z 1176 / • / - / - / • 7.3 818 76" 4'1"8 3'11"10 Snow Duration. NA HORZ(LL). 0.028 N - Z Min Brg Width Req = 1.5 2'6" --} — 2'6"12 — -}-- 2,6"12 -- 3116 2,6"12 --}-- 3 1 1„2 K Min Brg Width Req = 1.5 FS" i Code / Misc Criteria Creep Factor 2.0 TYP) 0 Bldg Code: FBC 6th.ed 201 Max TC CSI 0 885 Bearing Z requires a seat plate. T - S TPI Std: 2014 Max BC CSI: 0.973 1 A3 =5XB5 5X51113XXS Rep Factors Used: Yes 1113X4 =_W=FX4-4MW=3X41 = 6 6 Members not listed have forces less than 375# 1116XKL Maximum Top Chord Forces Per Ply (Ibs) FT/RT:12(0)/10(0) G Tens Comp. H T2 WAVE VIEW Ver 17.02.01A.1115.21 A-8 0 -915 F - G 0 -4138 T B- C 0- 2464 G- H 0- 3575 C- D 0- 3571 H-1 0- 3575 W2 D -E 0 -4107 I -J 0 -3575 E -F 0-4138 J - K 0 -1482 n -NY 11 I\ Z Y X W V U T S R O P O N M1114X66X65X5W=3X61.5X3 6X81113X4 8X8 W=3X4 18'8"10 18'8"14 Loading Criteria (psi) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed. NA mph SCLL. 0.00 Enclosure: NA BCDL: 5.00 Category: NA Des Ld: 55.00 EXP: NA D Des d:: 10 00 Mean Height NA it TCDL: NA psf Soffit: 2.00 BCDL. NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing, 24 0 " CSC Dist a: NA R Loc. from endwall. NA I NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #1 Bot chord 4x2 SP #2 N 'B2, B3 4x2 SP #1: Webs 4x2 SP #3:W21 4x2 SP #2 N: Lumber value set "138" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Dur.Fac.=1 00 / Plate Dur.Fac.=1.00) TC: From 100 ph at 0.00 to 100 plf at 18.61 BC: From 10 pit at 0.00 to 10 plf at 18.30 TC: 695 Ib Conc. Load at 14.63 Plating Notes All plates are 3X6 except as noted. Additional Notes 2x6 #3 HEM -FIR or better continuous strongback. Attach to each truss where shown with 3-10d Box or Gun nails (0.128"xT%min ). Strongback material to be supplied by erection contractor. Truss must be installed as shown with top chord up Snow Criteria (P9,Pi in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) S -R Pg NA Cl: NA CAT, NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL W Pf NA Ce: NA VERT(LL) 0.267 E 818 360 Z 1176 / • / - / - / • 7.3 Lu: NA Cs: NA VERT(TL). 0.512 E 578 240 K 1563 / - / - / - / - 3.0 Snow Duration. NA HORZ(LL). 0.028 N - Z Min Brg Width Req = 1.5 V -U 3116 HORZ(TL): 0.039 N K Min Brg Width Req = 1.5 4022 Code / Misc Criteria Creep Factor 2.0 Bearings Z 8 K are a rigid surface. 0 Bldg Code: FBC 6th.ed 201 Max TC CSI 0 885 Bearing Z requires a seat plate. T - S TPI Std: 2014 Max BC CSI: 0.973 N -K 2163 Rep Factors Used: Yes Max Web CSI 0 687 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT:12(0)/10(0) Chords Tens.Comp. Chords Tens Comp. Plate Type(s): WAVE VIEW Ver 17.02.01A.1115.21 A-8 0 -915 F - G 0 -4138 B- C 0- 2464 G- H 0- 3575 C- D 0- 3571 H-1 0- 3575 D -E 0 -4107 I -J 0 -3575 E -F 0-4138 J - K 0 -1482 H. i 0.7108 1 i off,• SAT O COA #QeA9$A d 04/092018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp Y -X 1816 0 S -R 4115 0 X -W 3116 0 R-0 4115 0 W -V 3116 0 0-P 4022 0 V -U 3116 0 P -O 4022 0 U- T 4097 0 O- N 2849 0 T - S 4107 0 N -K 2163 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A- Z 0 -1132 E-0 387 486 A -Y 1352 0 0-G 413 38 Y-8 0 -1361 G-0 0 628 B - X 980 0 1-0 26 527 X-C 0 -959 O -J 1217 0 C - U 728 0 J- N 0- 2066 U -D 0-1015 N -K 2163 0 D - T 403 -107 IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS d ufSrfetyInformationbYaTPlaand'SBCAjfbi setepty red$caelspfior,obpeAogmi^gthesefu^ct Ins thestarlless sha I nurovldeSerh(Building r BSI. Unless ngted olherwlse,top chord shalehave property attached structural sheathing and pttBc ord gfQnlsl 83v€ po op rlyidcelllnop. of atlons shown for ermanent lac cal restraint f w tis shall have braaan ins1811ed er 13c se 6 B o stn Apply ales to each face, ofatruss and position as shown aP6ove and on the Jo1n Detalls, unless noted otherwise. Refer to 60A -Z for standard plate positions Ivision of ITW B itdln ompOn nt Grcup In shall not be responsible for any deviation from this drawin9,a failure to build the ifdorman wdh %N511 11, or oriandlirfq s iippinp, mst llabon and braanA of truss sA eal on this drewiXq or cover page t rawin indicates acceD ance qi ProTessfonar en neennq responslbrlittyv so el r or the desl n shown. The suitabilityithiscawingoranystructure1stheresponsibifitoftheBuildingDesigrferpeANSIlfPI1S$c.2. rmatren sea Uds inns eeneral notes nano and these web sdas ALPINE- www alnineitw corn TPI www ininst ere• SRCA• www shrindustm mm ICC www i—al ALPINENE MlrlwtbMlHJr 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number. N333522 Ply. 1 SEON: 1634 / T8 / SY42 Cust: RR8975 JRef• 1W9X89750027 FLORIDA TEEN BUILDERS Oty: 1 FROM. PFH DrwNo: 097.18.1330.46197 Truss Label: FT1GE KM / WHK 04/07/2018 2 2'1 11T aro +o + 1e 5.2 1qe ,o r9 s'o 14 10'4'8 38 3.12 i y 8i r 1 6'5.14 2'6• --I-- 216.12 --P 27.4 --{-- 2'5.8 —•}5 j TYP) I-- 2'1 10 }- 1'4'-1 rYP) w W -3X4 r+3X4 •3X4 ®4x6 as 3X6 w4X6 wexe A B C D E G H 1 J K LM T s r o T : a S R O P O N ZY x W v T 04X6 006 a3X4 =SX6 112X4 03X4 ee•10 — Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria Maximum Reactions (lbs), or •=PLF TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT NA PP Deflection in Ioc Udefl L/# Loc R /U / Rw / Rh / RL /W Z 62 / - / - / - / - /73TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL)' 0.048 P 999 360 BCLL: 0.00 Enclosure: NA Lu NA Cs' NA VERT(TL): 0.191 P 920 240 Z- 510 / - / - / - / - /108 BCDL: 5.00 Category: NA Snow Duration' NA HORZ(LL). 0.007 O - - L 1335 /- / - / - / - /3.0 Des Ld: 55.00 EXP. NA HORZ(TL) 0.017 O Z Min Brg Width Req = 1 5 Code / Misc CriteriaNCBCLL: 10.00 Mean Height: NA ft TCDL: NA psi Creep Factor: 2.0 Z Min Brg Width Req = - Soffit: 2.00 BCDL' NA psi Bldg Code FBC 6th.ed 201 Max TC CSI: 0.836 L Min B Width R 1.5 Load Duration. 1.00 MWFRS Parallel Dish NA TPI Std: 2014 Max BC CSI: 0.724 Bearings Z, Z, 8 L are a rigid surface. Bearing Z requires a seat plate Spacing: 24.0 " C&C Dist a, NA It Rep Factors Used: No Max Web CSI: 0.779 Loc. from endwall• NA FT/RT 20(0)/10(0) Members not listed have forces less than 375# I. NA GCpi: NA Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration NA WAVE VIEW Ver. 17 02.01A.1115 21 Chords Tens.Comp. Chords Tens Comp. Lumber G- H 745 0 J- K 0 -1997 Value Set: 13B (Effective 6/1/2013) H - I 745 0 K - L 0 -1097 Top chord 4x2 SP 2400f-2 0E :T1 4x2 SP #1: 1-1 0 -1241 Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Lumber value set "138" uses design values Chords Tens.Comp. Chords Tens Comp. approved 1/30/2013 by ALSC S- R 570 0 Q- P 1937 0 Special Loads R-0 1937 0 P-0 2034 0 Lumber Dur Fac =1 00 / Plate Dur.Fac.=1.00) TC: From 300 pit at 0.00 to 300 pit at 16.15 Maximum Web Forces Per Ply (Ibs) TC. From 100 pit at 16.15 to 100 plf at 18 59 Webs Tens Comp. Webs Tens. CompBC, From 10 pit at 0.00 to 10 plf at 18.30 TC: 125 Ib Conc. Load at 0.04 A - Y 0 -412 I - R 1064 0 TC: 574 Ib Conc. Load at 16.15 111r11prY Irrtrpri B 0 -434 R - J 0 -1074 Plating Notes A, 14., N 4 G- S 0- 763 K-0 0 -1521 S-1 0 -2089 O- L 1636 0 All plates are 1.5X3 except as noted. `l,QPP r 1••••.... e••• 4 e GE S •`•% Additional Notes 0 Maximum Gable Forces Per Ply (Ibs) e ; :. Gables Tens.Comp. Gables Tens. Comp. See ANSIlfPI 1 Sect 7 for additional bracing • • requirements Bracing material to be supplied by: 70.708 1 C - X 0 -409 E - V 0 -428 erection contractor _ w o -390 Truss must be installed as shown with top chord up * _ r SAT d ; Q l. COAeQNAL If1 1111M 04/09/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS ruses require extreme care in fa ricatin9, h ndlingg, shiupin , installing,and bracing Refer to and follow the latest edition ofomponentSafetyInformation, by TPI an SCA) fbr safety PIractices prior to performing these functions. Installers shall provideBCSI (Buildin temporarrYY99 bracin Der BCSI. Unless noted o erwise,top chord shall have proD.erlY attached structural shaathm9 and bolt2m hord shall hav a properly attachd n.gid ceilingq. Locations shown forpermanent lateral restra nt Of webs shall have braacing9 installed pfr BCI sections App7 t;3, 7 or 8100 ReferasappIrae. plates to each face, o truss and position as shown above and on the Join`Detalls, un ess notes otherwise. drawings 160A -Z to standard plate positrons. to ALPINE AlCine, a division of ITW B itddl1nQC omponent5 Grpu In .,shall not be responsible for any deviation from this drawin •a failure to build the N,i,wc truss in conformance with NSIrfPI 1, or for handlir C s ippinq, 1nstpllatrdn and bracing of trussesA seal on thi dr , or cover page tineIfstine this drawing, indicates acceptance f professoone en nearing re5ponsibrliri solely for the des ri shovTn. p7s The suitability 2400 Lake Orange Dr. Suite 150andofthiscawingoranystructuretheresponsibilitgrofthebuildingDesi_ er pe ANSI/TPI 1 c.2. For more information see this * b•s neral notes a and these web sites ALPINE www al ineitw com• TPI, www.( inst.or ; SBCA. www.sbundus com. ICC www iccsafe o Orlando FL, 32837 Job Number: N333522 FLORIDA TEEN BUILDERS Truss Label: FT2 T sl2 1 12 Ply. 1I SEON: 1635 / T6 / SY42 I Cust: R R8975 JRef, 1 W9X89750027 Qty: 5 FROM: RDG DiwNo. 097.18.1330.46194 KM / WHK 04/07/2018 6'10"8 1 8'8" 1 15'6"8 6'10"8 11'9118 6'10"8 2'6" --}-- 2'6"12 —+ 1'4"6 -I F-1'4"8 +— 2'6"12 -- NP) 4X6 =4X6 1.5X3 1111.5X3 1111.5X3 =1.5X3 A B C D E F G H 1.5X3 =vng nri.aAo III I. =4A4 =_1.5X3 1112X4 1112X4 15'6"8 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL, 0.00 Enclosure: NA BCDL: 5.00 Category: NA S 841 / - / - / - / • EXP- NA Des Ld 5500 Mean Height NA 1t NCBCLL: 10.00 TCDL NA psf Soffit: 2.00 BCDL NA psf Load Duration. 1 00 MWFRS Parallel Dist NA Spacing: 24.0 " C&C Dist a: NA R J Min Brg Width Req = 1.5 Loc. from endwall: NA Code / Misc Criteria I: NA GCpi: NA Bearings S & J are a rigid surface: Wind Duration: NA Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 3X4 except as noted. Additional Notes 2x6 #3 HEM -FIR or better continuous strongback. Attach to each truss where shown with 3-10d Box or Gun nails (0128"xX%min.). Strongback material to be supplied by erection contractor. Truss must be installed as shown with top chord up FURNISH THIS 1 Snow Criteria (Pg,PI in PSF) Deft/CSI Criteria Maximum Reactions (Ibs) 453 Pg- NA Ct: NA CAT NA PP Deflection in loc Udell L/# Loc R 1U / Rw / Rh / RL W Pf: NA Ce. NA VERT(LL): 0 117 D 999 360 S 841 / - / - / - / • 7.3 Lu. NA Cs: NA VERT(TL): 0 240 D 999 240 J 841 /. /. /. /_ 7.3 Snow Duration: NA HORZ(LL): 0 024 K - S Min Brg Width Req = 1.5 890 O -C HORZ(TL): 0.036 B J Min Brg Width Req = 1.5 912 Code / Misc Criteria Creep Factor 2 0 Bearings S & J are a rigid surface: H- J Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.587 Bearings S & J require a seat plate TPI Std: 2014 Max BC CSI 0.812 Rep Factors Used: Yes Max Web CSI: 0.434 Members not listed have forces less than 3750 Maximum Top Chord Forces Per Ply (lbs) FT/RT:12(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE VIEWVer:17.0201A1115.21 A -B 0-572 E -F 0 -1920 B -C 0-1455 F -G 0 -1455 C -D 0-1920 G -H 0 -572 D -E 0-1926 nor - T11 H. i 1%o c,E ••SF '',y i 0.708 1 ' o z S T O ,•• CoA QONA rtsnl 04/09/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp R-0 1132 0 N -M 1772 0 O- P 1772 0 M- L 1772 0 P-0 1772 0 L - K 1132 0 O - N 1926 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A - S 0 -822 N - F 453 49 A -R 912 0 F - L 0 489 R -B 0 -890 L -G 512 0 B-0 512 0 G -K 0 890 O -C 0 -489 K -H 912 0 C-0 453 -49 H- J 0 822 ALL CONTRACTORS INCLUDING THE INSTALLERS I, in5talling.and bracing , Refer to and follow the latest edition of BCSI (Buildinractic2esAvpriortoperformingthesefunctionsInstallersshallprovideterhporpa estrarnt biwbs shall havuer brsauongthnsaledd pogtt SCSI osreclgons 3V 7 or e1 , as shown above and on the JoinP[ etails, unless noted ootvherwise Refer to II not be responsible for any ev sti n fromrBalton dr drtwill filur to build theip, installation and braving 0 s p pageTI enginegring responsibility solely real QgsIgn shown. fThe suiTability ALPINENE u+mvwn I2400LakeOrangeDr. me Suite 150 Orlando FL, 3: Job Number: N333522 FLORIDA TEEN BUILDERS Truss Label: FT2GE Py: 1 SEON. 1636 / T4 / SY42 Cust RR8975JRef 1W9X89750027 Oty. 1 FROM RDG DrwNo' 097 18.1330 49125 KM / WHK 04/07/2018 15'2- 12'27 1ee11 all r 1 1- 13'5-12 A 1 711- --}-- 1,4---1 rryp) 3x4 02x4 A 8 C D E F G H 1 J K LM a Loading Criteria (psi) Wind Criteria TCLL 4000 Wind Std: ASCE 7-10 TCDL: 1000 Speed: 150 mph BCLL: 0.00 Enclosure. Closed BCDL 5.00 Risk Category: II EXP. C Des Ld: 55.00DDesd:: 10 00 Mean Height: 15 00 it TCDL 4 2 psi Soffit 200 BCDL. 3.0 psf Load Duration: 1.00 MWFRS Parallel Dist: 0 to h/2 Spacing 24 0 " C&C Dist a, 3.00 it Loc from endwall Any GCpi. 0 18 Wind Duration: 1.00 Lumber Value Set 13B (Effective 6/1/2013) Top chord 02 SP #2 N Bot Chord 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Bracing Sheathing is required for any longitudinal(drag) forces All connections to be designed by the building designer. Special Loads Lumber Dur.Fac.=1.00 / Plate Dur Fac =1.00) TC: From 291 pit at 0 00 to 350 pit at 5.88 TC From 387 pit at 5.88 to 387 pit at 942 TC: From 350 pit at 9.42 to 291 pit at 1529 SC. From 10 pit at 0.00 to 10 plf at 15.29 TC: 324 Ib Conc Load at 0 04,15 29 Plating Notes All plates are 1.5X3 except as noted Wind Wind loads based on MWFRS with additional C&C member design Additional Notes See ANSI/TPI 1 Sect 7 for additional bracing requirements Bracing material to be supplied by erection contractor Truss must be installed as shown with top chord up. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs), or •=PLF Pg NA Ct' NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL /W Pf: NA Ce: NA VERT(LL): 0.002 B 999 360 O' 382 /31 /31 /- /. /186 Lu: NA Cs. NA VERT(TL)' 0.008 B 999 240 Wind reactions based on MWFRS Snow Duration: NA HORZ(LL). 0.001 AA - - O Min Brg Width Req = - F -V HORZ(TL): 0.002 AA Bearing AA is a rigid surface Code / Misc Criteria Creep Factor: 2.0 Bearing AA requires a seat plate Bldg Code FBC 6th.ed 201 Max TC CSI: 0.424 58 TPI Std. 2014 Max BC CSI' 0030 Members not listed have forces less than 375# Rep Factors Used: Yes Max Web CSI: 0.257 Maximum Web Forces Per Ply (Ibs) FT/RT 20(0)/10(0) Webs Tens Comp Webs Tens. Comp. Plate Type(s). A -AA 23 -405 Z - B 82 -449 WAVE VIEW Ver. 17.02.01A.1115.21 i 0.1108 1 ' e Ote S T 0 Q 04/09/2018 Maximum Gable Forces Per Ply (Ibs) Gables Tens Comp. Gables Tens. Comp C - Y 72 -431 H - T 67 482 D - X 67 -440 I - S 67 445 E - W 67 - 477 J - R 69 424 F -V 67 -518 K -O 81 434 G -U 67 -519 L -P 58 386 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS russes re9uire extreme care in fabricatin , h ndlln , shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building omponeni Safety Information, by TPIPlan SCA) f r safety practices prior to pertormmg these functions. Installers shall provide temporary bracin Der BCSI. Unless noted olherwise,to chord shall have property attached structural sheathing and boltun hord shall have a roperattacharttidceilin . Locations shown forpermanent lateral restraint bf webs shall hav brecln ns161led p r BCI sections 63, 137 or B10asappcae. Ap y plates to each face, ofptruss and position as shown above and on tie Join aetails, unless noted otherwise. Refer to' ALPINEdrawings160 -Z igr standard plate positions AIp1n a division of ITW Buildingg om on n Grpup InC. sh II not be responsible for an deviation from this drawing an failure to build thetssinnformancewithuNll/7 I 1 or or handnAS shipping, installation and bracing of trussesA eat on thi; dr3wir q or We'r gaga 2400 Lake Orange Dry listing th s drawing indicates acceptance of rooesslonalq en sneering responslbflit sole/Y or the desi n shown. suitability and arse of this drawing for any structure is the responsibilit of the Building DesigiSer perANSIl1 PI 1 S c.2. Suite 150 For more information see tms ob's eneral notes a e and (hese web saes• ALPINE www el menw tom, TPI: www, mat.or , SBCA. www sbcindusi wrri, ICC www iccsale or Orlando FL, 32837 Job Number. N333522 FLORIDA TEEN BUILDERS Truss Label: FT3 Py: 1 SEON: 1637 / T10 / SY42 Cust: RR8975 JRef: 1W9X89750027 Oly: 4 FROM RDG DrwNo' 097.18 1330.48424 KM / WHK 04/07/2018 6'110"8 1 8'5"12 1 15'2"12 6'110"8 11'7"4 6'9" 2'6" 2'6"12 —+ 1'4"8 -I I-1'4"6 '-}-- 2'6°12 --{ T'P) 4X6 1.5X3 1111 5X3 1111.5X3 =4X6 A B C D E F G H I`"IR _ O P O N M L K J I f9 1.5X3 =4X4 1111.5X3 1111.5X3 =04 1112X4 1112X4 15'2"12 Loading Criteria (psq Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria • Maximum Reactions (lbs) TCLL: 40.00 Wind Std: NA Pg: NA Ct. NA CAT. NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL /W TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.115 E 999 360 R 831 / • / - / - / - /7.2 BCLL' 000 Enclosure: NA Lu. NA Cs: NA VERT(TL): 0 221 E 999 240 1 831 / - / - / • / • /3.5 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.023 J - R Min Big Width Req = 1 5 Des Ld: 5500 EXP' NA HORZ(fL): 0.033 B - - I Min Brg Width Req = 1.5 NCBCLL: 10.00 Mean Height: NA ft Code I Misc Criteria Creep Factor: 2.0 Bearings R 8 I are a rigid surface. TCDL. NA psi Bearing R requires a seat ISoffit2.00 BCDL NA psi Bldg Code FBC 6th.ed 201 Max TC CSI: 0.512 9 q pate. Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max SC CSI 0 768 Re Factors Used' Yes Max Web CSI: 0.428 Members not listed have forces less than 375# Spacing: 24.0 " C8C Dist a: NA ft p Maximum Top Chord Forces Per Ply (lbs) Loc. from endwall: NA FT/RT'12(0)/10(0) Chords Tens.Comp Chords Tens. Comp. I: NA GCpi: NA Plate Type(s) Wind Duration: NA WAVE VIEW Ver: 17.02 01A 1115 21 A - B 0-564 E - F 0 -1875 Lumber B- C 0 -1430 F- G 0 -1430 C -D 0 -1875 G -H 0 -562 Value Set' 13B (Effective 6/1/2013) D - E 0 -1880 Top Chord 4x2 SP #2 N Bot chord 4x2 SP #2 N Maximum Bot Chord Forces Per Ply (Ibs) Webs 4x2 SP #3 Chords Tens Comp. Chords Tens. Comp. Lumber value set "1313" uses design values approved 1/30/2013 by ALSC O - P 1116 0 M - L 1738 0 P-0 1738 0 L- K 1738 0 Plating Notes O- N 1738 0 K- J 1115 0 All plates are 3X4 except as noted. N - M 18W 0 Additional Notes Maximum Web Forces Per Ply (Ibs) 2x6 #3 HEM -FIR or better continuous strongback. Webs Tens Comp. Webs Tens. Comp. Attach to each truss where shown with 3-10d Box or Gun nails (0.128"xT%ruin.). Strongback material totumntyvinn A - R 0 -812 M - F 425 -59 be supplied by erection contractor. t h4,, 1 A - O 899 0 F - K 0 -475 Truss must be installed as shown with top chord up / y'ii, 0-8 0 -876 K - G 500 0 e B -P 499 0 G -J 0 -878 V•i••• CE '• • F {'• P - C 0 -476 J - H 896 0 C -N 425 -59 H-1 0 8079 . o. 7+08 1 nWWPO • QF b COA W40UNA ,•' awlitipr 04/09/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS russes require extreme care in fabsrating, h ndlin , shiippin , in.4talling.and bracing. , Refer to and follow the latest edition of BCSI (BuildinggomponentSafetyInformation, by TPI an0 SCA) f r sa ety Rractices prior to performing these functions Installers shall provide temporary _ bracin er BCSI. Unless noted olhermse,top chord shall have properly attached structural sheathingand bottom Chord shall hav a pro erl attach rAid ceilin Locations shown for ermanent lateral restraint bf webs shall have bracin nslled pgr BCSI s ctlons g3, 7 or 1317 as app Ica a Ap 1°y ufates to each face o truss and position as shown above and on the Jomt9 etalls, un ess note otherwise. Refer to ALPINEdrawings160A -Z fgr standard plate positions Aluing, a division of INV B itdln ompon nt GrOuu Inc. shall not be re uonslble for any deviation from this drawin a failure to build the ,,,, O , truss m nfrman q with i SII 11, or oriandnn shlppm, inti#Ilabgn and bracingf trussesA seal on this dr w r y or cover pageThesuitabtyili2400 Lake Oran9 a Dr. listing this rowing Indicates acceptance of pro essrona en Ineenng respons b li sole or the des n shown. and rise o this /awing or any structure is me responsibilit of the Building Des glSer perANSIITPI 1 S c.2. Suite 150 For mors inromwuon see ods oD's enerel notes a s and these web sites• ALPINE: www al menw tom' TPI' www t inti or ' SBCA: www aDundus win; ICC' www.itraefe Oro Orlando FL. 32837 Job Number: N333522 Ply: I SEON, 1638 FLORIDA TEEN BUILDERS I Oly. 1 I FROM. RDG / TS / SY42 I Dr No RWHK 813 0 472201850027 Truss Label: FT3G 6'10"8 8'5"l 2 11'1'A 15212 610"8 17"4 2'7"8 4'1"8 2'6" --+-- ZT12 —+ 1'4"81f- -{ n'P) 1.5X3 =04 =06 1111.5X3 1111.5X3 =3X4 1112X4 =06 A B C D E F G H I Loading Criteria (psi) TCLL: 40.00 TCDL 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 1000 Soffit: 2.00 Load Duration. 1 00 Spacing, 24.0 " Q = 4X4 1111. 0 3 =4X4 =3X4 =4X10 =5X8 1112X4 Wind Criteria Wind Std NA Speed: NA mph Enclosure: NA Category NA EXP. NA Mean Height: NA ft TCDL- NA psi BCDL NA list MWFRS Parallel Dist. NA C&C Dist a: NA it Loc. from endwall: NA I: NA GCpi. NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #1 Bot chord 4x2 SP 2400f-2 OE Webs 4x2 SP 03 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1 00) TC: From 180 plf at 0 00 to 180 plf at 8.48 TC' From 100 plf at 8.48 to 100 plf at 15.10 BC: From 10 pit at 0.00 to 10 plf at 15.10 TC. 465 Ib Conc. Load at 11.13 Plating Notes All plates are 6X6 except as noted Additional Notes i 2x6 #3 HEM -FIR or better continuous strongback. Attach to each truss where shown with 3-10d Box or Gun nails (0.128"x3",min ). Strongback material to be supplied by erection contractor Truss must be installed as shown with top chord up. Snow Criteria (Pg.P1 in PSF) 5_Ti1_2 Maximum Reactions (Ibs) Webs SO PP Deflection in loc Udell L/# Loc R / U / Rw / Rh / RL W 1 Z R 1442 / - / - / - / - 7.2 Lu: NA Cs' NA R 1 5X3 J 1670 / - / - / - / - 3.5 1112X4 Loading Criteria (psi) TCLL: 40.00 TCDL 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 1000 Soffit: 2.00 Load Duration. 1 00 Spacing, 24.0 " Q = 4X4 1111. 0 3 =4X4 =3X4 =4X10 =5X8 1112X4 Wind Criteria Wind Std NA Speed: NA mph Enclosure: NA Category NA EXP. NA Mean Height: NA ft TCDL- NA psi BCDL NA list MWFRS Parallel Dist. NA C&C Dist a: NA it Loc. from endwall: NA I: NA GCpi. NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #1 Bot chord 4x2 SP 2400f-2 OE Webs 4x2 SP 03 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1 00) TC: From 180 plf at 0 00 to 180 plf at 8.48 TC' From 100 plf at 8.48 to 100 plf at 15.10 BC: From 10 pit at 0.00 to 10 plf at 15.10 TC. 465 Ib Conc. Load at 11.13 Plating Notes All plates are 6X6 except as noted Additional Notes i 2x6 #3 HEM -FIR or better continuous strongback. Attach to each truss where shown with 3-10d Box or Gun nails (0.128"x3",min ). Strongback material to be supplied by erection contractor Truss must be installed as shown with top chord up. Snow Criteria (Pg.P1 in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Webs Pg: NA Ct NA CAT: NA PP Deflection in loc Udell L/# Loc R / U / Rw / Rh / RL W Pl. NA Ce: NA VERT(LL): 0.242 E 723 360 R 1442 / - / - / - / - 7.2 Lu: NA Cs' NA VERT( L): 0.368 E 574 240 J 1670 / - / - / - / - 3.5 Snow Duration: NA HORZ(LL): 0 030 B - R Min Big Width Req = 1.5 0-1538 883 0 L -H H K HORZ(fL): 0.038 B J Min Brg Width Req = 1.5 P- C Code / Misc Criteria Creep Factor 2.0 Bearings R & J are a rigid surface. ASr• . Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.897 Bearing R requires a seal plate. 0 -1624 TPI Std: 2014 Max BC CSI 0.693 0 -427 Rep Factors Used: Yes Max Web CSI: 0.869 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT:12(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s) WAVE VIEWVer:17.0201A111521 JA 13 0-973 E -F 0 -3286 B -C 0-2484 F -G 0 -3123 C- D 0- 3272 G- H 0- 3123 D- E 0- 3287 H - 1 0 -1146 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens Comp 0- P 1942 0 N- M 3287 0 P-0 3027 0 M- L 3353 0 O- N 3027 0 L- K 2302 0 t NAamms 04/09/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 9quire extreme care in fa ricating, hh ndlin , shi pin , installing and bracing , Refer to and follow the latest edition of BCSI (BuildingitSrelyInformation, by PI an 0 SCA) f r safety {radices prior to perfo ming these functions. Installers shall provide temporary r BSI. Unless noted olherwise,top chord shall have pro2erN attached structural shgathing and bolt2m hord shall have a proper aid ceilinp Locations shown for ermane t lateral restraint bf wpbs shall have bracinq installed per BC I sections Q3, 137 or B10Y she._ App7jr plates to each face_ o truss an position as shown above and on the JoinfDeta ls, unless not otherwise. Refer to not be responsible for any failure to buildthe The suigbfllty ALPINENE mawcow rn 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens. Comp. A -R 0-1411 F - L 0 -478 u urrrugtt/r A-0 1552 0 G- L 0 -578 qr O -B B P 0-1538 883 0 L -H H K 1233 0 r11 1 i P- C 0 -846 K-1 0 -1836 1826 0ASr• . C -N 859 0 I -J 0 -1624G` N•D 0 -427 0.708 1 s t NAamms 04/09/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 9quire extreme care in fa ricating, hh ndlin , shi pin , installing and bracing , Refer to and follow the latest edition of BCSI (BuildingitSrelyInformation, by PI an 0 SCA) f r safety {radices prior to perfo ming these functions. Installers shall provide temporary r BSI. Unless noted olherwise,top chord shall have pro2erN attached structural shgathing and bolt2m hord shall have a proper aid ceilinp Locations shown for ermane t lateral restraint bf wpbs shall have bracinq installed per BC I sections Q3, 137 or B10Y she._ App7jr plates to each face_ o truss an position as shown above and on the JoinfDeta ls, unless not otherwise. Refer to not be responsible for any failure to buildthe The suigbfllty ALPINENE mawcow rn 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333522 Ply: 1 SEAN* 1639 / T57 / SY42 Cust• R R8975 JReI: 1 W9X89750027 FLORIDA TEEN BUILDERS Ory' 2 FROM RDG DrwNo: 097.18.1330.48423 Truss Label: FT4 KM / WHK 04/07/2018 6'10"8 9'312 14'10"12 6'10"8 2'5"4 57" 14'10"12 Loading Criteria (psr) Wind Criteria Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria Maximum Reactions (lbs) TCLL: 40.00 Wind Std: NA Pg. NA Cl: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL /W TCDL: 10.00 Speed: NA mph Pf: NA Ce- NA VERT(LQ: 0.159 D 999 360 R 817 / - / - / - / - /7.3 BCLL: 0.00 Enclosure: NA Lu, NA Cs: NA VERT(TQ: 0.349 D 678 240 H 804 / - / - / - / - /3.5 BCDL: Soo Category, NA Snow Duration: NA HORZ(LL)- 0 035 B - R Min Big Width Req = 1 5 Des Ld' 55.00 EXP: NAght: NA it Code 0.055 B - H Min Brg Width Req = 1.5 Mean Height: NCBCLL 10.00 TCDL: ei psi Code / Misc Criteria Creep Factor: 2 0 Bearings R 8 H are a rigid surface. Soffit: 2.00 BCDL: NA psf Bldg Code: FBC 6th.ed 20V Max TC CSI: 0.849 Bearing R requires a seat plate Load Duration: 1.00 MWFRS Parallel Dist NA TPI Std* 2014 Max BC CSI 0828 Members not listed have forces less than 375# Spacing: 24.0 " CBC Dist a: NA R Rep Factors Used Yes Max Web CSI: 0.456 Maximum Top Chord Forces Per Ply (lbs) Loc. from endwall NA FT/RT:12(0)/10(0) Chords Tens.Comp Chords Tens. Comp. I: NA GCpi: NA Plate Type(s): Wind Duration NA WAVE VIEW Ver: 17.02.OtA.1115.21 A - 0 - 552 E - F 0 -1482 Lumber B- CC 0 - 1396 F- G 0 -596 C -D 0-1783 G -H 0 -641 Value Set 13B (Effective 6/1/2013) D - E 0 -1789 Top chord 4x2 SP #2 N Bot chord 4x2 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Webs 4x2 SP #3 Chords Tens.Comp Chords Tens. Comp. Lumber value set "1313" uses design values approved 1/30/2013 by ALSC O - P 1093 0 N - M 1789 0 P-0 1700 0 M- L 1785 0 Plating Notes O- N 1700 0 L- K 1198 0 All plates are 3X3 except as noted. Maximum Web Forces Per Ply (Ibs) Additional Notes Webs Tens.Comp. Webs Tens. Comp 2x6 #3 HEM -FIR or better continuous strongback. A - R 0 -798 C - N 410 110Attachtoeachtrusswhereshownwith3-10d Box or Gun nails (0.128"x3",min.). Strongback matenal to tputnlprrrr/r A - Q 881 0 E - L 0 -575 be supplied by erection contractor. bq, 0-13 0 - 858 L - F 461 0 Truss must be installed as shown with top chord up QPM H • 4 ry B - P 482 0 F - K 0 -W4 AN••••I+G •••••/ P -C 0 -468 K -H 858 0 G 3 f N0. o Z• SAT moi •• COA JIONAL stat 04/09/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS russes reqauire extreme care in fabricating hh ndlin9 shipping installing and bracing Refer to and follow the latest edition of BCSI (Building omponent Safety Information, by TPI ana SCA) fbi safety practices prior to performing these functions. Installers shall cGrovlde temporarryy bracin per BCSI.. Unless noted olhermse,top chord shall have proper' attached structural sheathing and bottom Chord I1all have a prover/ attach d Mid ceiling. Mations shown for ermanent lateral restraint 6f webs shall have brauna ins, Der BC51 sections 133, 87 or B10y as app iglste. ApD y pfates to each face o truss and position as shown above and on the JoinfDetails, unless noted otherwise Refer to ALPINEdrawings160A -Z for standard plate positions. AI in a division of ITW B fitdd1'ngCom onQntg GrquD In .shall not be re ppons/ble for an deviation from this dr wing a failure to build theHissinofrmancewithANSIlfPI1orforhandlirfrashiDpinq, Installation and bracing of irussesA SSeal on th s drawiti g or cover page , , 2400 Lake Oran a Dr. istin this Srawin indicates acceD ance of roTessionar en /nearing res onsibllfty sole/Y for the desf n sho Qn. The sui Q bllf 9anduseofthis iawing for any structure is me responsibflit of the Building Desiglter perANSIIfPI 1 5$c.2. ti Suite 150 For more mformabon see this' b'a neral rates a en0 these web ares ALPINE www el menw can• TPI: www, msl a , SBCA: www sbcindwt wm: ICC www iccsefe Ora Orlando FL, 32837 F t'— 2'6'. ----} — 2'6"12 _'i_ 1'4"8 yi TYP) 4X6 1.5X3 = 3X4 1111.5X3 1114X6 A B C D E FG HI T T SO R Q P O N M L K J 1.5X3 =04 1111.5X3 1111.5X3 =04 11115X3 1112X4 14'10"12 Loading Criteria (psr) Wind Criteria Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria Maximum Reactions (lbs) TCLL: 40.00 Wind Std: NA Pg. NA Cl: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL /W TCDL: 10.00 Speed: NA mph Pf: NA Ce- NA VERT(LQ: 0.159 D 999 360 R 817 / - / - / - / - /7.3 BCLL: 0.00 Enclosure: NA Lu, NA Cs: NA VERT(TQ: 0.349 D 678 240 H 804 / - / - / - / - /3.5 BCDL: Soo Category, NA Snow Duration: NA HORZ(LL)- 0 035 B - R Min Big Width Req = 1 5 Des Ld' 55.00 EXP: NAght: NA it Code 0.055 B - H Min Brg Width Req = 1.5 Mean Height: NCBCLL 10.00 TCDL: ei psi Code / Misc Criteria Creep Factor: 2 0 Bearings R 8 H are a rigid surface. Soffit: 2.00 BCDL: NA psf Bldg Code: FBC 6th.ed 20V Max TC CSI: 0.849 Bearing R requires a seat plate Load Duration: 1.00 MWFRS Parallel Dist NA TPI Std* 2014 Max BC CSI 0828 Members not listed have forces less than 375# Spacing: 24.0 " CBC Dist a: NA R Rep Factors Used Yes Max Web CSI: 0.456 Maximum Top Chord Forces Per Ply (lbs) Loc. from endwall NA FT/RT:12(0)/10(0) Chords Tens.Comp Chords Tens. Comp. I: NA GCpi: NA Plate Type(s): Wind Duration NA WAVE VIEW Ver: 17.02.OtA.1115.21 A - 0 - 552 E - F 0 -1482 Lumber B- CC 0 - 1396 F- G 0 -596 C -D 0-1783 G -H 0 -641 Value Set 13B (Effective 6/1/2013) D - E 0 -1789 Top chord 4x2 SP #2 N Bot chord 4x2 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Webs 4x2 SP #3 Chords Tens.Comp Chords Tens. Comp. Lumber value set "1313" uses design values approved 1/30/2013 by ALSC O - P 1093 0 N - M 1789 0 P-0 1700 0 M- L 1785 0 Plating Notes O- N 1700 0 L- K 1198 0 All plates are 3X3 except as noted. Maximum Web Forces Per Ply (Ibs) Additional Notes Webs Tens.Comp. Webs Tens. Comp 2x6 #3 HEM -FIR or better continuous strongback. A - R 0 -798 C - N 410 110Attachtoeachtrusswhereshownwith3-10d Box or Gun nails (0.128"x3",min.). Strongback matenal to tputnlprrrr/r A - Q 881 0 E - L 0 -575 be supplied by erection contractor. bq, 0-13 0 - 858 L - F 461 0 Truss must be installed as shown with top chord up QPM H • 4 ry B - P 482 0 F - K 0 -W4 AN••••I+G •••••/ P -C 0 -468 K -H 858 0 G 3 f N0. o Z• SAT moi •• COA JIONAL stat 04/09/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS russes reqauire extreme care in fabricating hh ndlin9 shipping installing and bracing Refer to and follow the latest edition of BCSI (Building omponent Safety Information, by TPI ana SCA) fbi safety practices prior to performing these functions. Installers shall cGrovlde temporarryy bracin per BCSI.. Unless noted olhermse,top chord shall have proper' attached structural sheathing and bottom Chord I1all have a prover/ attach d Mid ceiling. Mations shown for ermanent lateral restraint 6f webs shall have brauna ins, Der BC51 sections 133, 87 or B10y as app iglste. ApD y pfates to each face o truss and position as shown above and on the JoinfDetails, unless noted otherwise Refer to ALPINEdrawings160A -Z for standard plate positions. AI in a division of ITW B fitdd1'ngCom onQntg GrquD In .shall not be re ppons/ble for an deviation from this dr wing a failure to build theHissinofrmancewithANSIlfPI1orforhandlirfrashiDpinq, Installation and bracing of irussesA SSeal on th s drawiti g or cover page , , 2400 Lake Oran a Dr. istin this Srawin indicates acceD ance of roTessionar en /nearing res onsibllfty sole/Y for the desf n sho Qn. The sui Q bllf 9anduseofthis iawing for any structure is me responsibflit of the Building Desiglter perANSIIfPI 1 5$c.2. ti Suite 150 For more mformabon see this' b'a neral rates a en0 these web ares ALPINE www el menw can• TPI: www, msl a , SBCA: www sbcindwt wm: ICC www iccsefe Ora Orlando FL, 32837 Number N333522 Ply: I SEON: 1640 8975 FLORIDA TEEN UILDERS I Oty: 5 FROKRDG / T7 / SY42 I KM No: R09 K 8R133 87209850027 Truss Label: FTS Loading Criteria (psf) TCLL: 40.00 TCDL• 10.00 BCLL: 0.00 BCDL• 500 Des Ld: 5500 NCBCLL: 10.00 Soffit 2.00 Load Duration: 1.00 Spacing: 24.0 " T co 1 5'6" 7'3"4 11'4"12 5.6., 1'9"4 ' 1 4.1„8 ` i 2'6" --i TYP) rl--- 3 2 - 1 3X6 = 3X4 1.5X3 = 3X4 = 3X4 1111.5X3 = 3X4 =1.5X3 A B C D E F fj 1 15X3 I N = 3X4 = 3X4 1111. 5K II 1.5X3 = 3X4 = 3X4 IH 1112X4 11'4"12 Wind Criteria Wind Std: NA Speed. NA mph Enclosure- NA Category, NA EXP: NA Mean Height NA it TCDL NA psf BCDL: NA psf MWFRS Parallel Dist. NA C&C Dist a: NA It Loc. from endwall: NA 1 NA GCpi: NA Wind Duration: NA Lumber Value Set. 138 (Effective 6/1/2013) Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Additional Notes See ANSI/TPI 1 Sect 7 for additional bracing requirements. Bracing material to be supplied by erection contractor. Truss must be installed as shown with top chord up Snow Criteria (Pg,Pf in PSF) Def 1CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL /W N 620 / - / - / - / - /7.3Pf: NA Ce: NA VERT(LL) 0 079 C 999 360 Lu- NA Cs: NA VERT(TL). 0.173 C 999 240 H 607 / - / - / - / - /3.5 Snow Duration. NA HORZ(LL): 0.021 B - N Min Brg Width Req = 1.5 HORZ(TL) 0.033 B Creep Factor. 2.0 H Min Brg Width Req = 1 5 Bearings N 8 H are a rigid surface. Code / Misc Criteria Bldg Code, FBC 6th ed 201 Max TC CSI 0 612 Bearing N requires a seat plate TPI Std. 2014 Max BC CSI: 0.758 Rep Factors Used: Yes Max Web CSI 0 300 Members not listed have forces less than FT/RT:12(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): VIEW Ver, 17 02.01A.1115.21 A - B 0 -394 D - E 0 -994 B -C 0 -917 E -F 0 -381 WAVE C -D 0-1001 y C o. 708 1 off• SAT O : COA' ONAIL EN .• 04/092018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. M -L 779 0 K -J 1001 0 L- K 1004 0 J-1 770 0 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. Webs Tens. Comp. A -N 0 -602 E-1 0 -618 A -M 6290 I -F 606 0 M -B 0 -612 F -H 0 -557 J - E 445 0 IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, hhandling9, ship& , ingtalling,and bracing. Refer to and follow the latest edition of BCSI (BuildingggtSafetyInformation, by. TPI and SBCA) ibr sarety Rractices prior to performing these functions. Installer$ shall provide temporary r BCS!._ Unless noted olnerwise,top chord shall have pro attached structural sheathing and bottort chord $Hall havg a progpe gid ceilin Locations shown for ermanent lateral restraint f webs shall have braacingg ins gilled p r Bcsl sections B3, 137 or 1310yshe.- Appy plates to each face. ofatruss and position as shown above and on IFte JoinfDetails, unless noted otherwise. Refer to a d%ision oT ITW B it 11n ompon nts Grgy InC.. hell not be response le for any deviation from this dr win airy failure to buildgteheconformancewithororhandlirslLshipping, mstallatldn an brpaung i trussesA seal on th s dr wirlg or frhe e,CabilitythisdrawingindicatesaccePanceofproTessionalenIneerin9re onsibo` lity solely for the des n sho n. ie of this diewing for any structure is me responsibilit of the Bufldng Desigiser perANSIIfPI 1 5 c.2. TPI. www-ipmst org, SOCA: www A IPLNE mffwcoMnHr 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number. N333522 FLORIDA TEEN BUILDERS Truss Label: FT6 T 50 1 Ply. 1 IFROM:RDG SEON: 1641 / T2 / SY42 I CuspRR8975 JRef: 1W9X89750027 Qty: 1 DrwNo: 097.18.1330.47923 KM / WHK 04/07/2018 5'6" + 7'0"12 + 11'4"8 516" 1'612 4'3"12 2'6" 1'3"12 F4 TYP) 3X6 = 3X3 1.5X3 =3X4 =3X4 1111.5X3 =3X3 1113X6 A B C D EF GH I 1111.5X3 Loading Criteria (psi) Wind Criteria TCLL: 40.00 Wind Sid- NA TCDL 1000 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA EXP: NA Des Ld. 55.00 Mean Height: NA fl NCBCLL: 10.00 TCDL NA psf Soffit: 2.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA R Loc. from endwall• NA I. NA GCpi: NA Wind Duration NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 02 SP #2 N Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Additional Notes See ANSI/TPI 1 Sect 7 for additional bracing requirements. Bracing material to be supplied by erection contractor. Truss must be installed as shown with top chord up. 11'4"8 T 1 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Webs Tens. Comp. Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Loc R / U / Rw / Rh / RL W Pf: NA Ce: NA VERT(LL) 0.077 L 999 360 0 625 / - / - / - / - 73 Lu. NA Cs. NA VERT(fL): 0.154 C 999 240 G 610 / - / - / - / - 33 Snow Duration, NA HORZ(LL): 0.018 B - - 0 Min Brg Width Req = 1.5 HORZ(TL): 0 029 B G Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor. 2.0 Bearings 0 8 G are a rigid surface. Bldg Code, FBC 6th.ed 201 Max TC CSI. 0.639 Bearing 0 requires a seat plate. TPI Std: 2014 Max BC CSI: 0.698 Rep Factors Used: Yes Max Web CSI: 0.319 Members not listed have forces less than 375# FT/RT:12(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp Chords Tens Comp. Plate Type(s) WAVE VIEW Ver: 17.02 01A.1115.21 A - B 0 -398 D - E 0 -1020 B- C 0- 929 E- F 0 -406 C -D 0-1026 F -G 0 -448 04/09/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. N- M 785 0 L- K 1026 0 M -L 1028 0 K -J 851 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-0 0- 607 K- E 377 0 A- N 635 0 E- J 0 -640 N -B 0 -616 J -G 669 0 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS russes reqquire extreme care in fabricating, hh ndlin9, shi ping, in talling,and bracing.. Refer to and follow the latest edition of BCSI (BuildingomponenfSafetyInformation, by TPI and SlICA) rer sashipping, practices prior to performing these functions. Instal ers shall provide term orarY bracin er BCSI. Unless noted oTherwise,top chord shall have pro attached struclural sheathing and bolt2m hord shall hav a ro erl attach r id ceilin ovations shown for ermane t lateral resirelnt bf w bs shall hav br an ins a.1led r BC I ctions Q3, 7 or B10Y as app ica a Appy pat8s to each face ofptruss and position as shown a 6ove and on tie oint9Details, unless note. otherwise. Refer to ALPINEdrawings160A -Z for standard plate positions. Alppine, a division of ITW BuuIIdd11n CComponents Gr44yD In .,shall not be responsible for any deviation from this drawin a v failureto build the m iwciNssinnformancewithAN51lPI1, or for handling shipping, Instlllatlon and bracing of trussesA Seaton this drnw nq or cover page 2400 Lake Orange Dr. listing this drawing indicates acceptance 4f proTessiionaff en veering responsibility solellr for the desfan shovTn. The suitability Suite 150andfiseothisdrawingforanystructuresaresponsibilitoftheBuildingDesigerpeANSI/TPI 1 c.2. For more inlormaoon sss this ob's nerel notes and these web sites ALDINE www el menw com• TPI: www.t mat or ; SBCA: www.abdrWus .tom; ICC: www iccaal0.0ra Orlando FL, 32837 Job Number. N333522 FLORIDA TEEN BUILDERS Truss Label: FT7 5'6" 5'6" Loading Criteria (psr) Wind Criteria TCLL. 4000 Wind Std: NA TCDL: 1000 n'P) BCLL: 000 Enclosure: NA 3X6 Category: NA Loc R / U / Rw / Rh / RL 1.5X3 = 3X4 Des Ld. 55.00Desd.: D Mean Height: NA ft A B T Soffit: 2.00 BCDL: NA psi Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft O Min Brg Width Req = 1.5 Loc from endwall• NA I: NA GCpi: NA G Min Brg Width Req = 1.5 Wind Duration: NA Lumber 17 Value Set 11313 (Effective 6/1/2013) Top chord 4x2 SP #2 N 1 Bot chord 4x2 SP #2 N Beanng O requires a seat plate. Webs 4x2 SP #3 TPI Std: 2014 Lumber value set "1313" uses design values 1.5X3 O = 3X4 Additional Notes Max Web CSI: 0.320 1112X4 Loading Criteria (psr) Wind Criteria TCLL. 4000 Wind Std: NA TCDL: 1000 Speed: NA mph BCLL: 000 Enclosure: NA BCDL: 5.00 Category: NA Loc R / U / Rw / Rh / RL EXP NA Des Ld. 55.00Desd.: D Mean Height: NA ft 10.00 TCDL: NA psl Soffit: 2.00 BCDL: NA psi Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft O Min Brg Width Req = 1.5 Loc from endwall• NA I: NA GCpi: NA G Min Brg Width Req = 1.5 Wind Duration: NA Lumber Creep Factor: 2.0 Value Set 11313 (Effective 6/1/2013) Top chord 4x2 SP #2 N Bldg Code: FBC 6th.ed 201 Bot chord 4x2 SP #2 N Beanng O requires a seat plate. Webs 4x2 SP #3 TPI Std: 2014 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Additional Notes Max Web CSI: 0.320 See ANSI/TPI 1 Sect 7 for additional bracing requirements. Bracing material to be supplied by erection contractor. Maximum Top Chord Forces Per Truss must be Installed as shown with top chord up. Ply: I SEQN: 1642 Oly. 10 I FROM. RDG / T1 / SY42 I KM No/ R8975 97. 8.13 0.404/07/2018 50027 if 7'1"2 11'4"10 1'7"2 4'3"8 1712 3X3 3X4 1111.5X3 = 3X3 C D EF 1113X6H 7- TT 6 4— 1111. JnJ =J^ 111 1.4^11 11 W i o. 708 1 ' off• SAT O Q SZ 1 • '••.•••Nva CoA- &oNAIL E , 04/092018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme pare in fabricatin , hh ndlin9g, shippin , installing and bracing. , Refer to and follow the latest edition of BCSI ((Buildin Component S OY. Information, byY TPI an S CA) fbr sa ety ractices prior to performing these functions Installers shall provide terhporanrg bracin Der B SI. Unless noted olherwise,top chord shall have proRer' attached structural sheathing and bottom chord shall have a properl attach a rigid cellln .Locations shown for ermanent lateral restraint bi webs shall have bracing nt.%". d pfr BCSI sections g3, 137 or B10y as app Ica e. Appy Pp at s to each face, o truss and position as shown above and on the Join` etalls, un ess not otherwise. Refer to ALPINEdrawings160A -Z for standard plate positions Alpin a division of ITW B itddlnQC om onent Gr u In shall not be responsible for an deviation from this rawin a failure to build the mrrworUssenconformancewith N 1llfPl 1 or forian pirP s iippmtq, insl llation and bracing yoi truss sA eal on thi; drawiir q or cover page 2400 Lake Orange Dr. fisting this drawing Indicates acceptance of pro essiona en mooring responsibility so el r or the desi n shown. The suitability Suite 150andfiseofthisngoranystructurestheresponsibilitoftheBuildingDesigerpeANSIffP1S$c.2. Orlando FL, 32837FormoreInfortnabonseeUt1sob's nerel notes a e end Inose web altos: ALPINE. www.al 'neltw.com, TPI' www t Inat.or , SBCA www.abpndus .coin, ICC www iccsals 11'4"10 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL W Pf: NA Ce: NA VERT(LL). 0.078 L 999 360 O 626 / - / - / - / - 7.2 Lu: NA Cs: NA VERT(fL)' 0.157 C 999 240 G 609 / - / - / - / - 3.0 Snow Duration: NA HORZ(LL): 0.018 B - O Min Brg Width Req = 1.5 HORZ(TL): 0 029 B G Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor: 2.0 Bearings O & G are a rigid surface. Bldg Code: FBC 6th.ed 201 Max TC CSI. 0.643 Beanng O requires a seat plate. TPI Std: 2014 Max BC CSI: 0.705 Rep Factors Used: Yes Max Web CSI: 0.320 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT 12(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE VIEW Ver. 17.02.01A.1115.21 A - B 0 -399 D - E 0 -1025 B -C 0 -933 E -F 0 -403 C -D 0 -1031 F -G 0 -449 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp N -M 788 0 L -K 1031 0 M- L 1033 0 K- J 854 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A -O 0 -609 K -E 381 0 A -N 6370 E -J 0 -642 N -B, 0 -618 J -G 672 0 W i o. 708 1 ' off• SAT O Q SZ 1 • '••.•••Nva CoA- &oNAIL E , 04/092018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme pare in fabricatin , hh ndlin9g, shippin , installing and bracing. , Refer to and follow the latest edition of BCSI ((Buildin Component S OY. Information, byY TPI an S CA) fbr sa ety ractices prior to performing these functions Installers shall provide terhporanrg bracin Der B SI. Unless noted olherwise,top chord shall have proRer' attached structural sheathing and bottom chord shall have a properl attach a rigid cellln .Locations shown for ermanent lateral restraint bi webs shall have bracing nt.%". d pfr BCSI sections g3, 137 or B10y as app Ica e. Appy Pp at s to each face, o truss and position as shown above and on the Join` etalls, un ess not otherwise. Refer to ALPINEdrawings160A -Z for standard plate positions Alpin a division of ITW B itddlnQC om onent Gr u In shall not be responsible for an deviation from this rawin a failure to build the mrrworUssenconformancewith N 1llfPl 1 or forian pirP s iippmtq, insl llation and bracing yoi truss sA eal on thi; drawiir q or cover page 2400 Lake Orange Dr. fisting this drawing Indicates acceptance of pro essiona en mooring responsibility so el r or the desi n shown. The suitability Suite 150andfiseofthisngoranystructurestheresponsibilitoftheBuildingDesigerpeANSIffP1S$c.2. Orlando FL, 32837FormoreInfortnabonseeUt1sob's nerel notes a e end Inose web altos: ALPINE. www.al 'neltw.com, TPI' www t Inat.or , SBCA www.abpndus .coin, ICC www iccsals FLORIDA TEEN BUILDERS I oty. 1 I 04/07/ 2091850027 FROM: RDG / T13 / SY42 I Dr No: 09 . 8..1133.40/ 850027 Truss Label: FT7GE 1'9" 2'11"1 5'3"2 6'9"2 84"2 11'1"2 1' "14 1'9" 1'2'12 2'3"8 1'8" 1'7" 2'9" " 2 f - 17 --( r" rj11— r12 - I 1-1.2.8 -I I s 14- 11-1'3" --I I--1'7- --I F 172 -I F-176 -1 Loading Criteria (par) Wind Criteria TCLL: 40.00 3X3 TCDL 10.00 Speed: 150 mph 04 1114X4 11130 a3X3 1113X6 a6X6 Risk Category: II A B C D E F GH I J K 10.00 T Soffit: 2.00 BCDL: 3.0 psi Load Duration: 1.00 2 m C&C Dist a: 3.00 ft Loc. from endwall: Any T GCpi, 0 18 Wind Duration: 1.00 11 P O N M L T S R O 1114X4 a6X6 1112X4 - 3X4 63"14 i611" 1- 11'4"14 Loading Criteria (par) Wind Criteria TCLL: 40.00 Wind Sid. ASCE 7-10 TCDL 10.00 Speed: 150 mph BCLL: 0.00 Enclosure. Closed BCDL: 500 Risk Category: II EXP C Des d: Des Ld: 55.00D Mean Height: 15 00 it 10.00 TCDL: 4.2 psi Soffit: 2.00 BCDL: 3.0 psi Load Duration: 1.00 MWFRS Parallel Dist: 0 to h/2 Spacing. 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi, 0 18 Wind Duration: 1.00 Lumber Value Set. 13B (Effective 6/1/2013) Top chord 4x2 SP #1 :T2 4x2 SP #2 N: Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1 00) TC: From 291 pit at 0.00 to 350 pit at 5.88 TC' From 387 plf at 5 88 to 387 pit at 11.28 BC: From 10 pit at 0 00 to 10 plf at 10.97 Plating Notes All plates are 1.5X3 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See ANS11TPI 1 Sect 7 for additional bracing requirements Bracing material to be supplied by erection contractor. Provide for complete drainage of roof. Truss must be installed as shown with top chord up. Snow Criteria (Pg,Pr in PSF) Pg: NA Ct: NA CAT: W Pt: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 6th ed 201 TPI Std: 2014 Rep Factors Used: Yes FT/RT 20(0)/10(0) Plate Type(s): WAVE Deft/CSI Criteria PP Deflection in loc Udell L/# VERT(LL): 0.053 N 999 360 VERT(TL): 0.213 N 554 240 HORZ(LL): -0.011 J - HORZ(TL): 0.026 J Creep Factor: 2.0 Max TC CSP 0.881 Max BC CSI: 0.908 Max Web CSI: 0.760 Maximum Reactions (lbs), or •=PLF Loc R / U / Rw / Rh / RL /W T' 316 /29 /30 /- /- /607 P 1158 /99 /95 /- /- /6.4 J 1330 /112 /102 /- /- /32 Wind reactions based on MWFRS T Min Brg Width Req = - P Min Brg Width Req = 1.5 J Min Brg Width Req = 1.5 Bearings T, P, & J are a rigid surface. Bearings T 6 P require a seat plate. Members not listed have forces less than 375# VIEW Ver: 17.02.01A.1115.21 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens Comp E - F 220 -1200 H - I 211 -1099 F - G 226 -1233 1 - J 20 -1069 G - H 205 -1076 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. P-0 420 -86 N - M 1238 -227 O - N 1233 -226 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A -T 119 -655 E-0 1239 -214 w1 11nm1unrurrr r A - S 576 -117 O - F 135 -824 S- B 116 -453 M - J 1597 -305 P - E 203 -1200JLE ..,..• ''Qr'1', a\- •• • G • •%' Maximum Gable Forces Per Ply (Ibs) Gables Tens Comp. Gables Tens. Comp. 0.1.08C -R 94 -425 I -M 184 -913 D-0 80 -444 ot• S T O coA'iso4 ON A ;00 04/09/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricatin ,handling sh! pin installing.and bracin . , Refer to and follow the latest edition of 13CSI (Buildin i Safety Information, byY TPI an SBCA) rb) sa ety iacbces prior to performing these functions. Installers shall provide temporarrYYgg r BCSI., Unless noted olherwise,top chord shall have pro rIv attached structural sheathing and bolt2m Chord ghall hav g pro er v Wed ceibn Locabons shown forpermanent lateral reser int bf webs shall hav bracing mslalled per BC51 sections $3, 7 or 8100Wed. Appy platers to each face_ oftrruss and position as shown above and on t ie Joint Details, unless noted otherwise. Refer to shall not any failure to buildthe The su [ability A IPLNE Hmvaourwr 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 OFLRIDA TEEN BUILDERS I Oty' 1 I FROM: RDG / T3 / SY42 I IC usNo: 097 8.13 04490 4 09850027 Truss Label: FTBG Loading Criteria (pst) TCLL: 40.00 TCDL: 1000 BCLL: 000 BCDL: 5.00 Des Ld- 55.00 NCBCLL. 10.00 Soffit: 2.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Sid: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Mean Height: NA K TCDL: NA psf BCDL NA psi MWFRS Parallel Dist: NA C&C Dist a: NA R Loc. from endwall. NA 1: NA GCpi: NA Wind Duration, NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 02 SP #2 N Bot chord 02 SP #2 N Webs 02 SP #3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 100 plf at 0.00 to 100 pil at 3.43 BC' From 10 plf at 0 00 to 10 plf at 3.43 TC: 610 Ib Conc. Load at 1.58 Additional Notes Truss must be installed as shown with top chord up. 1'7"8 1'9"11 3'5"3 1'7"8 1'7"8 17'12 - -{ 1111.5X3 4X4 1111.5X3 =3X6 A B C D T 1 j H G F E 3X4 1112X4 1112X4 = 3X4 i 3'5"3 Snow Criteria (Pg,Pf In PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg NA Ct NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL /W Pf: NA Ce: NA VERT(LL): 0.016 B 999 360 H 522 / - / - / - / - /4.0 Lu: NA Cs: NA VERT(fL): 0 028 B 999 240 E 465 - Snow Duration: NA HORZ(LL): 0.002 B - H Min Brg Width Req = 1.5 HORZ(TL): 0.003 B E Min Brg Width Req = - Code / Misc Criteria Creep Factor, 2.0 Bearing H is a rigid surface. Bldg Code. FBC 61h.ed 201 Max TC CSI: 0.275 TPI Std: 2014 Max BC CSI: 0.294 Members not listed have forces less than 375# Rep Factors Used: Yes Max Web CSI: 0.259 Maximum Top Chord Forces Per Py (Ibs) Chords Tens.Comp. Chords Tens. CompFT/RT.12(0)/10(0) Plate Type(s): B - C 0 -391 C - D 0 -376 WAVE VIEW Ver: 17.02.01A.1115.21 1 •• AGE S . 0.7.00 4 ' ot SAT O COA'ONAI. we„r„p„11 04/092018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. G - F 391 0 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. Webs Tens. Comp. A- H 0- 494 F- D 545 0 A- G 533 0 D- E 0 -447 G -B 0 -471 IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS cusses reqquire extreme care in fabricating, hhandlm9 shinpm in talling_and brawn Refer to nil follow the latest edition of SCSI (Buildin omponenC Safety Information, by TPI and SBCA) fai safey raclrces pnor to perfoTgmmg these (unctions. Installers shall provide tem orarY bracin uer BGSI. Unl ss noted o ervrise,top chord shall have proDerN attached structural sheathing and bori2m chord ;hall have a o eattachongtdcedm . eLocations shown for ermanent lateral restraint 6f webs shall hav braunst nslalled per SCSI sections 3, B7 or 10yasapptpbte. App9 y plates to each face o truss and position as shown above and on the Joinrdetalls, unless noted otherwise. Refer to drawings 160A -Z for slanrlard plate positions Alpine. a division of ITW Buildin ComDonents Grouo Inc. shall not be responsible for anv deviation from this drawina.anv failure to build the any ALPINENE MIIWCr1GMHY 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number. N333522 Py: 1 SEON- 1645 / T73 / SY42 Cust. R R8975 JRef: 1 W9X89750027 FLORIDA TEEN BUILDERS Oty. 1 FROM: HMT DrwNo 097.18.1330.48984 Truss Label: FT10G KD / WHK 04/07/2018 Loading Criteria (psf) TCLL: 40.00 TCDL: 10.00 BCLL' 0.00 BCDL: 5.00 Des Ld: 5500 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.00 Spacing. 24 0 " Wind Criteria Wind Std. NA Speed. NA mph Enclosure NA Category: NA EXP: NA Mean Height: NA it TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a NA it Loc. from endwall- NA I: NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP 92 N Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set "I 3B" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Dur.Fac =1.00 / Plate Dur.Fac =1.00) TC From 4 pit at 0 00 to 4 plf at 4.00 BC: From 10 pit at 0.00 to 10 plf at 400 TC: 804 Ib Conc Load at 0.15, 0.34, 2.15 Additional Notes Truss must be installed as shown with top chord up. T 1 1'7"8 2'4-7 3'11" 15 1 1'7"8 '- 8"15+ 1,7"8 F3'i 17'12 -- 4X6 1112X4 1112X4 =3X6 A B C D E 1112X4 i 3'11"15 — Snow Criteria (159,121 in PSF) Defl/CSI Criteria Maximum Reactions (lbs) Pg: NA Ct: NA CAT NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL 1W Pf: NA Ce. NA VERT(LL) 0.023 C 999 360 H 2008 / - / - / - / - 140 Lu: NA Cs NA VERT(TL): 0.042 C 999 240 E 505 / - / • / - / - / - Snow Duration: NA HORZ(LL) -0.009 D - H Min Brg Width Req = 1.5 HORZ(TL): 0.013 D E Min Brg Width Req = - Code I Misc Criteria Creep Factor: 2.0 Bearing H is a rigid surface. Bldg Code. FBC 6th.ed 201 Max TC CSI: 0.860 TPI Std: 2014 Max BC CSI: 0 319 Members not listed have forces less than 375# Rep Factors Used: Yes Max Web CSI: 0.384 Maximum Top Chord Forces Per Py (lbs) FT/RT:12(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s). A- B 0 -416 C- D 0 -415 WAVE VIEW Ver. 17.02.01A 1115 21 B - C 0 -438 05 GE'•S•.'Qi''4 o. 708 1 ' t S T O SFS .......... ONAIILL NG` 04/09/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS for standaur ddlplatee positionstNsssrapnap position as ncew thAiNSI P/rl por o ha^dlrc101 shippinq n indicates acceptance of pro essiona eno, for any structure is the responsibil Maximum Bot Chord Forces Per Ply (lbs) Chords Tens Comp. G - F 438 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A -H 0-2011 C -F 0 -475 A- G 692 0 F- D 597 0 G- B 0- 450 D- E 0 -468 Of failure to buildthe The suli bility 1-4111111111-1 ALPINE A"ITWO 2400 Lake Orange Or 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 Oro 120 nnh Wlnd Cnood_ is, hi—n Hssnh+ Pnr+hnlh., r—i—.4 C.,ohr,-„ n u-+ - h nn S 2x4Brace Gable Vertical Spacing Species Grade No Braces 1 lx4 'L' Brace r Group A Group B 1) 2x4 •L' Brace (2) 2x4 'L' Brace Group A Group B Group A Group B 1) 2x6 'L' Brace (2) 2x6 'L' Brace Group A Group B Group A Group B j d U Q CU S P F HFHF k1/k2 p3 3' 8', 5' 9' 6' 2', 7' 8' 7' ll' 9' 1•, 9' 6' 12' 0• 12' 6' 14' 0' 14' 01 Stud 3' 8' S' 9' 6' l' 7' e' 7' 11' 9' l' 9' 6' 12' 0 012' 6' 14' ' 14' 0' Stn SP D F L 4' 1 0' 6' e' 6' 1' 7' 0' 8' 21 9' 4' 9' 8' 12' 4' 12' 9' 14' 0' 14' 0' 2 3' 10' 6' 7' 6' 10' 7' 9' 8' 11 9' 3' 9' 7' 12' 2' 12' 8' 14' 0' 14' 0' M3 3' 9' 5' 3' 5' 7' 6' ll' 7' 5• 9' 2' 9' 7' 10' ll' ll' e' 14' 0' 14' 0' Stud 3' 9' 5' 3' 5' 7' 6' ll' 7' 5' 9' 2' 9' 7' 10' 11' 11' s, 14' 0' 14' 0' Standard 3' 6' 4' 7' 4' Il' 6' 2' 6' 7' 8' 4' 8' 11• 9' 8' 10' 4' 13' 1• 14' 0' U Q1 ULJ O S P F I l F k1 / 02 4. 5' 7' 6- 7'1' 7' 9' 8' 10' 9' 3' 10' 7' 11' 0' l3' 11' 14' 01 14' 0• 14' 0' 3 4.2' 1 7' 9' 8' 9' 9' 1' 10' 5' 10' 10' 13' 9' 14' 0' 14' 0' 14' 0' Stud 4' 2' 7' l' 7' 6' 8' 9' 9' 1' l0' 5' 10' to, 13' 9' 14' 0' 14' 0' 14' 0• Standard 4' 2' 6' t' 6' 5' 8' 1' 8' 8' 10' 51 10' 10' l2' 8' 13' 7' 14' 0' 14' 0' S P DFL Nl 4' 7' 7' 7' 7' 11' 9' 0' 9' 4' 10' 8' 11' 1' 14' 0' 14' 0' 14' 0' 14' 01 R2 4' 5' 7' 6' 7' 9' 8' 10' 9' 3' 10' 7• 11' 0' 13' ll' 14' 0' 14' 0' 14' 0' 4' 4' 6' 5' 6' 10• 8' 6' 9' 1' 10' 6' 10' I1' 13' 4' 14' 0' 14' 0' 14' is- DFLR3 Stud 4' 4' 6' 5' 6' 10' 8' 6' 1 9' V 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' C5 LD X d U 0 N S P F Li Ffl Rl / N2 4' 101 8' 3' 8' 7' 9' 9' l0' 2' l0' 7• 12' V 14' 0' 14' 01 14' 0' 14' 0' g3 4' 7' 8' 2' 8' 5' 9' 8' 10' 0' ll' 6' 12' 0' 1.4' 0' 14' 0' 14' 0' 14' 0' Stud 4' 7' 8' 2' 8' 5' 9' 8' 10' 0' ll' 6• 12' 0 • 14' 0• 14' 0' 14' 0' 014' ' Standard 4' 7' 7' 0' 7' 5' 9' 4' 10' 0' ll' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' SP D F L til 5' 1' 8' 5' 8' 8' 9' 11' 10' 3' II' 9' 12' 3' 14' 0 0l4. 0' 14' ' 14' 0' N2 4' 10' 8' 3' 91 7' 9' 91 10' 2' ll' 7' 12' 11 14' 0• 14' 01 14' 0' 14' 0' N3 4' 9' 1 7' 4' 7' 10' 9 8' !0' I. it, 7' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' 9' 7'4' 7' 10' 9' 8' t0' V 11' 7• 012' 0' 14' ' 14' 0' 14' 0' 14' 0' Standard 4' 7' 6' 6' 6' Il' 8' 8' 9' 3' ll' 6' 12' 0' 13' 7' 14' 0' 14' 0' 14' 0' ZZk nblt Truss Dlagomtnl bract optkuv vertical length nay be T doubled when diagonal 18' brace Is used. Connect diagonal brace for 6001 •L• at each end Max web Brice total length Is 14'. 2x6 DF -L /2 or better diagonal Vertical length shown bracer single 8 X111 Hill flab,, In table above. or double cut 45• (as shown) at L L . upper end Connect dingonn at Iff i a • olnt of vertical web. Refer to chart , 4or 0ax ab( ve Ida lei oV*Moo= WAD A10 FO LOV ALL WITS OM THIS DRAVOd ' O. TOO 1 • welIMPOSTAM10 FUMN TATS WAVDG TO ALL f11111fACTORS D0LMM TK 04T • Truszew mYahtre extMN care In febricatthD, harldh0. Installing One bradro Ref t0 follow the latest adoon of KSI (OIAdho Colpo w t safety War+ntlen, by TPI and 50CA) f gdP18pprraaecucespriortoprefartodrewfunctlonstmestwuersa" provide troebq am w LLses tutee otMrebo, top dho•d shall have Properly attached structural whoa and eMrd TdWlhaveaproperlyattachedrbldMYp, Lxa" sheen for perwmrnt tateral restrah of obs s a 1 0shotshehstatsedperStseetioa03, 07 r 110. as spptloeble. Apply ptates to i i i of truss ebMro hspz u -hewn above and on the Joht Details. vsess noted otherwise. y e d O Refer to dvwh0w I60A-2 er standwrd platewe 4Z Alpbr, a division of rIV g c. Components froInshoo not be reryohdxe far do e•• I'v- AN Ii1NCAMMIIY d astV, arty. Failure to build the h rrtrusseon/oate wM Amvrpl 4 far•• d ties A meetItstaltan this Miaq or cove page IIsth thio dawbh0, bdaates ampewnoe o1 tro/esdoal s •'•...r..••• ( o" 1)723\Riwmpod\oAva erl hew•Ip respol aiq palely it W at Shown Thho ewf0eh0ity w up of tow baa I r V Sats\200 Ir arty r4r¢ Is fed r Sporl 0lq M W Wblg OedOrler per Nttl/IPI l Sect S 0 t Marytand\ Heigh.%MO%630U For nore hfornatbn seewes neral Aunm w"Witwcam TPI rsscl notet ape ab these wed Mees, _~ f 1111 www. ICO wwwlocsaie Bracing Group Species and Grades - Group Ai S race-Plne-FM Hen -Fir Ml / e2Standard 112 Stud 03 Stud N3 Standard Dou Ins Flr-Larch Southern Phess 303 Stud Stud Standard Standard 71 Group Bi Hen -Fir 01 Btr 01 D las Fir -Larch Southern Plne ss 01 1 01 2 02 lx4 Braces shall be SRB (Stress -Rated Board). For 1x4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these gbedew. Gable 1 russ Detail Notesl Wind Load deflection criterion Is L/240. Provide uplift connections for 75 plf over continuous lowering (5 psf TC Dead Load). Cable end supports load from 4' 0' outlookers with 2' 0' overhong, or 12' plywood overhang. Attach 'L' braces with 10d (0.126'x3.0• mW nalts. For (1) 'L' brace, space nails at 2' o.c. In l8' end zones and 4' ac. between zones. war (2) 'L' braces space nags at 3' o c In III' end zones and 6' ac. between zones. L' bracing rust be a rininun of BOX of web member length. Gable Vertical Plate Sizes Vertical Length No S Ice Lessthan 4' 0' 2X3 Greater than 4. 0', but 3X4 less than it' 6' Greater tfian II' 6' 04 Refer to common truss design for peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detn0.. TOT. LD. 60 PSF SPACING 24.0' F ASCE7-10-GAB16015 TE 10/01/14 WG A16015ENC101014 Gable Stud Reinforcement Detail ASCE 7-101 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 CIr: 140 MPH Vlnd Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or. 140 mph Vlnd Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Ori 120 nnh Wind Snopd. 9n' Npan Helnht_ Pn +lnlly rnrinamd C.,..,..,, n ar.• - inn S 2x4 Brace Gable Vertical Spacing Species IGrade No Braces 1) 1x4 'L' Brace Group A Group B 1 (t) 2x4 'LBrace (2) 2x4 'L' Brace no Group A Group B Group A Group B 1) 2x6 'L' Brace (2) 2x6 'L' Brace Group A Group B Group A Group B 0) j U o 0j SPFr P Rl / K2 3' 8' 6' 3' 6' 6' 7. 5' 7' 111 8' 9' 9' 2' ll' 7' l2' 0' l3' 9' 14' 0' g,3 3' 6' 5' 5' 5' 9' 7' 2' 7' 7' 8' 8' 9' 1' 11' 3' 11' 11' 13' 7' 14. 0' Stud 3' 6' 5' 4' 5' 8' 7' 2' 7' 7' e' 8' 9' 1' 11' 2' 11' 11' 13' 7' 14' 0' Standard 3' 6' 4' 7' 4' Il' 6' 2' 6' 7' 8' 4' 8' it, 9' 8' 10' 4' 13' 1' 14' 0' SP DF til 3' 10' 6' 4' 6' 7' 7' 6' 7' 9' e' 11' 9' 3' 11' 9' 12' 2' 13' 11' 14' 07— w2 3' 8' 6' V 6' 6' 7' 5' 7' 8' 1 8' 9' 9' 2' 11' 7' 12' 0' 13' 9' 14' 0' K3 3' 7' 4' l0' 5' 2' 6' 5' 6' 11' e' 9' 9' 1' l0' 1' l0' 10' 13' 8' 14' 0' Stud 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' 8' 9' 9' 1' l0' 1' 10' 10' 13' 8' 14' 0' Standard 3' 3' 4' 3' 4' 7' 5' 8' 6' t' 7' 9' 8' 3' 8' 11' 9' 7' 12' 2' 13' 0' U f') i Qj 01 U o S P f LJ Cfll til / #2 4. 2' 7' 2' 7' 5' 8' 5' 8' 9' l0' 1' 10' 6' 13' 3' 13' 9' 14' 0' 14' 0' 3 4' 0' 6' 7' 1 7' 5' 8' 4' 8' 8' 9' ll' 10' 4' 13' V 13' 7' 14' 0' 14' 0' Stud 4. 0' 6' 7' 7' 0' 8' 4' 8' 8' 9' it, 10' 4' 13' V 13' 7' 14' 0' 14' 0' 0 8Standard4' 0' 5' 8' 6' ' 7' 6' 8' 0' 9' ll' 10' 4' ll' 10' 12' 14' 0' l4' 0' SP D F L 0' gl 4' 5' 7' 3' 7' 6' 8' 7' 8' 11' t0' 2' 10' 7' 13' 5' 13' 11' 14' ' t4' 0' R2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' LO' 1' 10' 6' 13' 3' 13' 9' 14' 0' l470 ' 1113 4' I' 5' I1' 6' 4' 7' ll' 8' 5' to, 0' 10' 5' 12' 5' 13' 3' 14' 0' 14' 0' Stud 4' 1' 5' 11' 6' 4' 7' 11' 8' 5' 10' 0' 10' 5' 12' 5' 13' 3' 14' 0' 14' 0' Standard 4' 0' 5' 3' 5' 7' 7' 0' 7' 6' 9' 5' 10' 2' it, 0' it, 9' 14' 0' 14' 0' d L3 X d UIJ O N S P F fl F 1 / R2 4' Be 7' 11' e' 2' 9' 4' 9' 8' 10' 1' ll' 6' 14. 0' 14' 0' 14' 0' 14' 0' k3 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' 10' 11' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' 10' 11' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 5' 6' 6' 6' 11' 8' 8' 9' 3' l0' 11' Il' 5' 13' 7' 14' 0' 14' 0' 14' 0' S P D F L til 4' 0' e' 0' e' 3' 9' 5' 9' 9' 11' 2' 11' 8' 14' 0' 14' 0' 14' 0' 14' 0' N2 4' 8' 7' ll' 8' 2' 9' 4' 9' 8' 11' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' 343 4' 6' 6' l0' 7' 3' 9' 1' 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' 6' 6' t0' 7' 3' 9' 1' 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' Stn.d.rd 4' 5' 6' l' 6' S' 8' 1' 8' 7' 10' I1' Il' 5' 12' 8' 13' 7' 14' 0' 14' 0' Bracing Group Species end Gradesi Group AI Srace-Pine-Fir Hen -Fir BI / 02 IStandonfl 1 02 1 Stud 03 1 Stud 1 1 03 IStandard Vouatas Fir -Larch Southern Pinraw 03 1.3 Stud Stud Standard Standard Group BI Hen -Fir MI L Btr NI D las Flr-Larch Southern Phxwas 01 i BI 02 N2 lx4 Braces shall be SRB (Stress-Roted Board). sFor Ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these grades. Liaale truss uetalt Notes, Vind Load deflection criterion Is L/240. Provide uplift connections for 135 plf over continuous bearing (5 psf TC Dead Load). Gable end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang, Abalst j'. Attach 'L' braces with 10d (0.128'x3.0' nW nolls. able Truss A For (t) 'L' brace. space nags at 2' o.c. In 10' end zones and 4' ac. between zones. Diagonal bract option 101For (2) 'L' braces• space nabs at 3' oc. vertical length nay be In 18' end zones and 6' O.C. between zones. doubled when diagonal t8' BI L' bracing must be a rJnlnun of 80% of web brace Is used Connect member length diagonal brace for 6900 L• at each end Max web Brice Gable Vertical Plate Sizes total length Is l4•. B(0l Vertk:al len th No S Ice 2x6 OF{ 02 or L__ Less than 4. 0' 2X4 better diagonal T1 Greater than 4. 01, but 4X1 Vertical length shown braces single 8, r less than 12' 0' In table above. 45' or double cut L 1 lk V/ as shown) at Refer to common truss design for upper end peck, splice, and heel plates. Connect dWgonn at r• Refer to the Building Designer for conditions by thismidpointofvertical eb. Refer to Chart' a Or nx ebl ver IC len' h. not addressed detail. MVMWFfug I1RAVADNO TOLOALL CWALL MC RS nMMUORAVDG M TW WTA« U 0.7Q8 i REF ASCE7-10-GAB16030 T..seee rept• •.Orme Care h febrleetho, h.nuh,, mita1IY p of - to .m4 fen. the latest edmn of KSI OWL*Q t:om"w t $of.ty 4Korwatbrb byG\) f ty DATE 10/01/14 pra""W1 prbr to Veda.mho thea funciWWMj 6atallers shed pre,a.•DRWGileserobaetlwNptwodnaCallhawpreelYatt.clwl struetvvlhew 51— s d a properly atted+ed looatbns drown fr permanenestrah .N6 tlnllhaw b acb watalled per IOCS[ sectbns e9, BY r Ila, as apokame. ta to a /aeii of truss end as shown the Joht Det" t / a7 A • A16030ENC101014 O PC~ above and an msess noted otherwise. Refer to drashps 160A -Z for standard plot• postdam Alplrr, a dlvblon of ITV Wsdha components frag tnc shae not be re.peww for an dew o• • v ANI ws dr...,B .ny f.u.. to the truss ti rvw" with ANSI/IPI a r for hand y maven a ares of tnaas w. l .• MAX. TOT. LD. 60 PSF 13727\lawerpomom. A noel an tles dra yp r cover stb eve dra•Yp, bduhs aomptum df p.efe:d w enBFe;,Arr "' or IQ of this dr.ehB GSpNA` Suave\ 200 MarybM\Neiphb,\MO\87W1 fr 1 b ow w A 1/IPiselsVW-11jr..pansd Ny sb Job•. . a tiWe MAX. SPACING 24.0' end -Jcts° wow two Gable Stud Reinforcement Detail ASCE 7-10i 180 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Oro 160 mph Wind Speed, 15' Mean Height, Partlally Enclosed, Exposure C, Kzt = 1.00 Or: 160 mph Vlnd Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 140 mnh Wind Snell_ 15' Mann Helnht_ Pnrt#nuv rnrinasA rvnn It ifs+ a tM S 2x4 Brace Gable Vertical Spacing Species Grade No Braces 1 1x4 'L' Brace Group A Group B 1) 2x4 •L' Brace (2) 2x4 'L' Brace we Group A Group B Group A Group B I) 2x6 'L' Brace (2) 2x6 'L' Brace Group A Group B Group A Group B J J U Q S P F F kl / N2 3' 6' 6' 0' 6' 3' 7' 1' 7' 4' e' 5' e' 9' 11' t' ll' 7' 13' 3' 13' 9' k3 3' 4' 5' 1' 5' 5' 6' 9' 7' 3' 8' 4' e' 8' 10' 7' ll' 4' 13' l' 13' 7' Stud 3' 4' 5' 0' 5' 4' 6' 9' 7' 2' 8' 4' 8' 8' 10' 6' ll' 3' 13' V 13' 7' Standard SP D F L 3' 8' 6' 1', 6' 4' 7' 2' 7' 5' 8' 6' 8' 0' 1' 3' 1' 8' 13' 4' 13' 1' k2 3' 6' 5' 9' 6' 2' 7' 1' 7' 4' 8' 5' 8' 9' I1' 1' 11' 7' 13' 3' 13' 9' k3 3' 5' 4' 7' 4' 10' 6' 1' 6' 6' 8' 2' 8' 9' 9' 6' l0' 2' 12' 11' 13' 8' Stud 3' 5' 4' 7' 4' 10' 6' V 6' 6' 8' 2' 8' 9' 9' 6' 10' 2' 12' 11' 13' 8' Standard 3' t' 4' 0' 4' 3' 5' 4' 5' 9' 7' 3' 7' 9' 8' 5' 9' 0• Il' 5' 12' 3- U P 41 QJ UH Q S P F F kl / k2 4' 0' 6' 10' 7712F- 8' V 8' 5' 9' 8' 10' 1' 12' 9' 13' 3' 14' 0' 14' 0' k3 3' 10' 6' 2' 7' 2' 8' 0' 8' 4' 9' 7' 9' 11' 12' 7' 13' V 14' 0' 14' 0' Stud 3' 10' 6' 2' 6' 7' 8' 0' 8' 4' 9' 7' 9' 11' 12' 7' l3' V 14' o' 14' 0' Standard 3' to, 5' 4' 5' e' 7' V 7' 7' 9' 7' 9' 11' Il' 1' It' 11' 14' 0' 14' 0' P D F L kl 4' 3' 7' 0' 7' 3' 6' 3' 8' 6' 9' 9' to, 2' 12' ll' 13' 5' 14' 0' 4'0' 14' 0' k2 6' 10' 7' 2• e' 1' e' 5' 9' 8' t0' 1' 12' 9' 13' 3' 14' 0' 14' 0' k3 3' 11' 5' 7' 5' 11' 7' 5' 7' 11' 9' 7' 10' 0' 11' 8' 12' 6' 14' 0' 14' 0' Stud 3' 11' 5' 7' 5' ll' 7' 5' 7' 11' 1 9' 7' 10' 0' it, s, 12' 6' 14' 0' 14' 0' Standard 3' 9' 4' 11' 5' 3' 6' 7' 7' 0' 8' ll' 9' 6' 10' 4' 11' 1' 14' 0' 14' 0' d L7 X C5 U O N S P F H FIl kl / k2 4' 5• 7' 7' V 10' e' ll' 9' 3' 9' 8' it, 1' 14' 0' 14' 0' 14' 0' 141-67-- 4'0' d k3 4' 3' 7' 2' 1 7' 7' e' 10' 9' 2' 10' 6' to, 11' 13' 10' 14' 0' 14' 0' 14' 0' Stud 4' 3' 7' l' 7' 7' 8' 10' 9' 2' 10' 6' 10' 11' 13' 10' t4. ' l4' 0' 0 0l4' ' Standard 4' 3' 6' 2' 6' 6' 8' 2' 8' 9' 10' 6' t0' 11' 12' 10' 13' 9' 14' 0' 14' 0' P D F L kl 4' 8' 7' 8' 7' ll' 9' o' 9' 5' 10' 9' 11' 2' 14' 0' t4' 0' 14' 0' l4' o' k2 4' 5' 7' 7' 7' 10' 8' 11' 9' 3' 810' ' 11' 1' 14' 0' 14' 0' 14' 0' 14' 0' k3 4' 4' 6' 5' 6' 10' e' 7' 1 9' 12' 10' 7' it, 0' 13' 5' 14' 0' l4' 0' 14' 0' Stud 4' 4' 6' 5' 6' 10' 8' 7' 9' 12' 10' 7' I1' 0' 13' S' 14' 0' 14' 0' 14' 0' Standard 4' 3' 5' 81 6' 1' 7' 71 1 8' 1' 10' 3' 10' ll' II' ll' 12' 9' l4' 0' 14' 0' Bracing Group Species and Grades, Group A, S ruce-Pine-Fir Mem-Fir Nl / 02 IStandard 1 02 1 sE 63 1 Stud 1 1 03 listondnrd Do las Flr{arch Southern Piness 43 03 Stud Stud Standard I Stomdard Group BI Hen -Fir NI a Btr Nl as Fir -Larch Southern Pb\esss Nl NI N2 t2 1x4 Braces shall be SRB (Stress -Rated Board). sFor Ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B II values nay be used with these grades. Gable Truss Detall Notes, Wind Load deflection criterion Is L/240. Provide uplift connections for 100 plf over continuous bearing (5 psf TC Dead Load). Gable end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. About jl: Attach 'L' bracts with 10d (0.128'x3.0• min) nats. able Truss ) K For(1) 'L' brace. space mats at 2' oc. In te' end zones and 4' ac. between zones. Diagonal, brace option, )K War (2) 'L' braces space mats at 3' ac. vertical length may be T In 18' end zones and 6' ac. between zones. doubled when diagonal 18' k( 'L' bracing must be a minimum of 80% of web brace Is used. ConnectL member length. diagonal brace for 7750 •L• t at tech end Max web Br ce I Gable Vertical Plate Sizes total length Is 14'. Vertical Lem th No Ice 2x6 DF -L 12 or Less thou 4 0'1 2x3 better diagonal 1 qll to1Grtater than 4' 0', but 4X4 Vertical length shownK45' brace# single 8' I less than 10' 0' In table above. or double cut ` /4 as showN at 1L 1 ' upper end • d • • i •Refer to common truss design for peok, spike, and heel plates. Connect din nt ° dt n • Refer to the Building Designer for conditions t of veeltical web. Refer to chart ove $or x e e t I n not addressed by this detaN. I= 0RAVDG uoormwTorun= no vvDis,m &LNOFOLLOW amoin,wa vola item Tiic wr&Los? m REF ASCE7-10-GAB18015 Trusses reap• extr*lot car• h febrtethp, haMhp, Dila. w asst edition (sCavasnt ffe pouhllvlbw fMa aidDATE 10/01/14 oroctices prier to psrfom-4 these, fuKtlsna lnstdlers shell povWe tormporeor b-= L • ass rot•d eths•ls•, tap d'm -d than have pop•mty attoo. strucOevl eMa ud c we ehae have a property Attached Looatbmns whom far permnent lateral rtmt ea,t S T Q • r< DRWG A18015ENC101014 of t RefessWbraebma b w c — tions aiaa:, d Overviewpatis a i d • a po to atherdse. : VY ; Alpbq, a AWb, of rry wa Copol is Inc..hat not a respensMe far dev4tlan ey e• p Grote • AN R1NCOMPAW aha arathp, tip fatu•e to build the trns b confanmv ce aNh N1S1/1PI L or far , af pb y ••••....••• tan a bracing of trusses. G MAX, TOT. LD. 60 PSF 137231 Rrvempom\ own. mA $ ad a t#tw dm kq m.l°Y arpege u:th this . bw kaw aa.panat a p•e.ee.1 ,, tilrepmydeskettbebtlty . x use of thr s•aeb p S ONAI E , Sutta\ 200 Iar •ma' strue4ee b !Ir respsnmal(y of tht wAb e Otaatr per M/Ip[ 1 fact M,ryl,ro\H•pha.\MOV s]a/7 Ma^mare hP 'tb TP": -r=6r ,lab•. osnaVie. web fe "R/2018 MAX. SPACING 24.0' CLR Rein -Forcing Member Substitution T -Reinforcement This detail is to be used when n Continuous Lateral Restraint (CLR) Or T-Relnf. Is specified on n truss design but an alternative web L-Reinforcerlent; or reinforcement method Is desired. L-Relnf. Notes: This detail Is only applicable for changing the specified CLR shown on single ply sealed designs to T -reinforcement or L-relnforecement or scab reinforcement. Alternative reinforcement specified In chart below may be conservative. For minimum alternative reinforcement, re -run design with appropriate reinforcement type. Web Member Specified CLR Alternative Relnforecement Size Restraint T- or L- Relnf. Scab Relnf. 20 or 2x4 1 row 2x4 1-2x4 20 or 2x4 2 rows 2x6 2-2x4 2x6 1 row 2x4 1-2x6 2x6 2 rows 2x6 2-2x4010 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6010 T -reinforcement, L -reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's sealed design. 310 Center scab on wide face of web. Apply (1) scab to each face of web. Apply to either side of web narrow face. Attach with 10d (0.128'x3.0',min) nails at 6' o.c. Reinforcing member Is a minimum 80% of web member length. Scab Reinforcement: Apply scab(s) to wide face of web. No more than (1) scab per face. Attach with 10d (0.128'x3.0',min) nails at 6' o.c. Reinforcing member Is a minimum 807 of web member length. H. k, Scab W=TWnW rMMiWAVW' AM OUAVTOOLL emamcTmHUD aH TIMDICUMMVD1e nlsrKlcusi O. 7Ut3 1 T L PSF REF CLR Subst. Truss ropily ewbn mre h fetrloethg, hw%Uo y pIny OV"d tred Ref `to ancP roue. the letert edwen of BM tDVa•p Corporins safety 4 fer,wtlan, by TPI wd s.w f epreeticespriertoperfhgthesofrrctiaLrtaWrrsingwo\tdr r 6re o gre•rr ,wte0 etlrrdw. tap ch -d h.0 have properly ett drd sbreOral ohm erd bo dwo awu howa ettadwd rVd Cuba 1•ocatbns far leterat TC DL PSF BC DL PSFO DATE 10/01/14 DRWG BRCLBSUB1014 d ICZI property sham psrrwrwnt resVeht M truss and po sffha es s1w. above a *w 7 orJoint DetW. os :hh1.e d Otho -tor. t°' T • 4— BC LL PSF L 1r Ref" to e}aahgs 16M -i fw standard dao p"Mws. not Imaforr an akvMA1phe. d lsb r lw a• e• IAulrtrvaoMwvnrtrvtop stM wM AM/TPIdra. Ghena n TOT. LD. PSF s•uaa••e lbverpom Ome ocoweehb sdrseh p or rover Deo• 11•th0 thb d...hy, hdlutes emptre. 01\ 117727\ for O I 1p `w11 Q'YA r Site t• • m"yE=drosputy u avis.V t DUR. FAC. andsMarybrd\Hephb,\MO\87ouDe, Fv mar. hfornaebn sea ehb Jab's De.rret noMs ge end thew .eb dtr• con, Tpu .... soca ... It7D ...lccsare II SPACING IT Relnfo Ment Go Tr Gable Detail For Let -In VPrtlrnlc; to Sizes pproprlate Alpine gable detall for e sizes for vertical studs. Engineered truss design for peak, Is, and heel plates. vertical plates overtop, use a to that covers the total area of lapped plates to span the web. R, 2X4 2X4 2X8 rrovlae connections Por uplift specified an the englneered truss design. Attach each 'T' reinforcing member with Emd Driven Molls, lOd Common (0.148'x 3.',nln) Molts at 4' o.c. plus 4) malls In the top and bottom chords. Toenalled Halls - 10d Common (0.148'x3',min) Toenails at 4' o.c. plus 4) toenalls In the top and bottom chords. This detall to be used with the appropriate Alpine gable detail for ASCE wind load. ASCE 7-05 Gable Detail, Drawings A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, AL3030051014, A12030051014, A11030051014, A10030051014, A14030051014 ASCE 7-10 Gable Detail Drawings AIL515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, A18015ENCIO1014, A20015ENC101014, A20015END101014, A20015PED101014, A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENCIOIO14, A18030ENC101014, A20030ENC101014, A20030END101014, A2003OPED101014 S11515ENCI00815, S12015ENC100815, S14015ENC100815 ifi I 00815, SL8015ENC100815, S20015ENC100815, S20015ENDl 20 S11530ENC100815, S12030ENC100815, S14030 60C1 i fi, S18030ENC100815, S20030ENC100815, S200 N510 1 •ieeeJOBED See appropriate Alpine gable detail for T' Reinforcement Attachment Detall T' Reinforcing 'T' Reinforcing Member Member Toe-nalt - Or - End-nalt To convert from 'L' to 'T' reinforcing members, multiply 'T' Increase by length (based on appropriate Alpine gable detall). Maximum allowable 'T' reinforced gable vertical length Is 14' from top to bottom chord. T' reinforcing member material must match size, specle, and grade of the 'L' reinforcing member. deb Length Increase w/ 'T' Brace T' Relnf. 'T' Mbr. Size Increase 2x4 30 Example- 2x6 20 ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Goble Vertical = 24'o.c. SP e3 T' Reinforcing Member Size = 2x4 T' Brace Increase (From Above) = 30z = 1.30 1) 2x4 'L' Brace Length = 8' 7' Maximum 'T' Reinforced Gable Vertical Length 1.30 x 8' 7' = 11' 2' MOVAtt043M WAD AM Ftuav ALL MDIES ON THIS ORAVDC s REF LET -IN VERTURDPMWTWFlet®I TNa ORAVDIG TO ALL CINMACTUM DC MM TME UWALLI F& ; Tmeses re"e ewtrfine core In fabricating, hardly, shtppbnp, Ublp and bracing, Re : Z follow the latest edition a sal assenp Component Sall tMarnstlorn, by TPI and Sew oaf a DATE 10/01/14 practices prior to pfrformIng "was functions. Installers shall provtlf to rbry stria - Unless noted otherwise, top chord shall have property attached structtrot shoe p arced S T O f'1 shalt have a pi ape y attached rbracinggld cfa ucetlons shown for permanent lateral resbo•n • Q DRWG GBLLETIN1014 Q l 0 coh itw brag Installed per r lpeaIsectionst3, 07 ale, as aophlcaMe. Apply plates to • A i (f C tmee will position of shown abOW and an the .hilt Detatf, 411111noted Otherwtse. f • Refer to drawings l6M-z far standard plate position. e y , ae Alpine, a dvblon of RV e w Components firpoInc,Install not be responsmle fre devta ••waw„ asaaa AN nW0DMftW this droving, any falba to bWW the truss In conformance rmancewithANSVTPI4 for N 7ataaathonlbracingoftrlrases. moo. ,, SS'• tpl MAX. TOT. LD. 60 PSF d this rAsean &awbV cover Us'" *6 dr aolho, Indicates acceptance o1 profecdorol QNQ` a 1113723% R erpon\Dore it any sa.lr itty daealal swsw, The fL*abuq and use of tw dr.wlg OA Ipt DUR. FAC. ANYWtVblgDalgnerperASIZtSect. Maryland% Heights.% M01 63043 for more information see oda Job's pfrMral notes gaol and these web anew 018 MAX. SPACING 24.0' AIPDIEr wwwe coal TPG www. trgl SeCM www.sbdndustrcry ICs wweA:csah Nail Type Duo -Fast CS157 1.5' x 0.105' Smooth Shank Coil Nall Material Connector Plates Substitution SP, DF -L, HF, SPF Alpine 20 -gage Wave I Nall replaces 2 teeth SG >= 0.42) Alpine 20 -gage H 1 Nail replaces 2 teeth Alpine 18 -gage S I Nail replaces 2 teeth Nail Type 0.131' x 1.5' Box or Gun Nail Material SP, DF -L, HF, SPF SG )= 0.42) Connector Plates Alpine 20 -gage Wave Alpine 20 -gage H Alpine 18-9a9e S Substitution I Nall replaces 3 teeth I Nall replaces 3 teeth I Nnll replaces 3 teeth Typical Joint Configurations. TI, This Detail Is Applicable On( On Offset No More Than 1/2' Froml Nails shall be driven through connector plate having shortage of required effective teeth. Nails may be driven through connector plate on each face of joint If each plate has a shortage of required effective teeth. Nails shall be fully embedded Into wood areas free of defects. This detail is applicable only on joints where the connector plate has been offset no more than 1/2' from the design position shown on the truss design drawing. This detail is applicable for trusses with lumber oriented vertically (2x-) and trusses with lumber oriented horizontally 3x2 and 4x2). H, V*MMM Run NO falnV ALL M= a TIS WAVD0 dF • p. quo 1 MofMTMT_ FISNM TKM OMVUG M ALL COIIRACTOIS 013AMM THEEuWTALLGMX i Trusses rode •strin• cer• In febrlca M SRWIeao• t1a let•st adMon of KSI gVbV Cagen•n~t Serif• orwetlen, jpt ww a•fercy tdy proctk•s prior to p•rferr b these funcflaa. InstalMrs shell trove w am i • lae•sr rot•d oHar•Is•. tap ears shall haw properly ett•d ed stnctwl eh-- y ud be O o. suss endp• eelen of sho•n ebe.•• end on W .ke.t news. visa Ito net•a ew'ww. •o w • 0 R•f•r p droeept I60A-Z ie' st•Merd pop poshtlanz I . P- •`" . AN TN MfMNY Alpaa, a dlWbr of ITV pi6 R Corpavnp frac 4 c. QU not b• r•tporvt" for ^Y do oey thb dre••ro, arty fasur• to W1Q tM truss In wnfornanc• M ARM/TPI 1, or for honsup, ••eei.ee• ` b%stallstlon a breerq of trusses. A seal on tib drarp s mv.r pall• uslsrg vds aYveMa, edcetes •ccWturrr of Prw••mw ,, S/A AL11723\ fLverpem Drive r• W: sally fer fM aatsn eros. rh. wdau•ty .ne us. 01 w. aY..fp v I I Satel 2nn for•nY Is respordaltY of the Itlbre Deter Per AllSf/IPl I sec.L I%Ma"ndl HeOls,%MON 63043 for more erfernetlan sse this ,pb's geraral noes eM thfp ••b sten 4111 NIM AIPV4D •••wlpaaht•.C•nr TP 4 •••.tphstarpr SIICM •w r ICO •selccssf•.a'g Configuration. Plate Has Been The Truss Design Drawing. Line REF NAIL REINFORCEME DATE 10/01/14 DRWG REPPLTNLI014 NAIL REINFORCEMENT FOR PLATE DETAIL This detail may be used when the required number of Nails shall be driven through solid steel at a distance no connector teeth In a truss member exceeds the actual closer that 1 Inch to the joint line. Nails May also be driven number of teeth in the given member. Nails may be driven through the tooth slots, but shall be located at the end of through the connector plate(s) In truss members using the the slot farthest from the joint line. nail type specified below to Increase the lateral resistance of the connector plate(s) having a shortage of required Use a maximum of 2 nails per square inch of plate area. effective teeth. Nail Type Duo -Fast CS157 1.5' x 0.105' Smooth Shank Coil Nall Material Connector Plates Substitution SP, DF -L, HF, SPF Alpine 20 -gage Wave I Nall replaces 2 teeth SG >= 0.42) Alpine 20 -gage H 1 Nail replaces 2 teeth Alpine 18 -gage S I Nail replaces 2 teeth Nail Type 0.131' x 1.5' Box or Gun Nail Material SP, DF -L, HF, SPF SG )= 0.42) Connector Plates Alpine 20 -gage Wave Alpine 20 -gage H Alpine 18-9a9e S Substitution I Nall replaces 3 teeth I Nall replaces 3 teeth I Nnll replaces 3 teeth Typical Joint Configurations. TI, This Detail Is Applicable On( On Offset No More Than 1/2' Froml Nails shall be driven through connector plate having shortage of required effective teeth. Nails may be driven through connector plate on each face of joint If each plate has a shortage of required effective teeth. Nails shall be fully embedded Into wood areas free of defects. This detail is applicable only on joints where the connector plate has been offset no more than 1/2' from the design position shown on the truss design drawing. This detail is applicable for trusses with lumber oriented vertically (2x-) and trusses with lumber oriented horizontally 3x2 and 4x2). H, V*MMM Run NO falnV ALL M= a TIS WAVD0 dF • p. quo 1 MofMTMT_ FISNM TKM OMVUG M ALL COIIRACTOIS 013AMM THEEuWTALLGMX i Trusses rode •strin• cer• In febrlca M SRWIeao• t1a let•st adMon of KSI gVbV Cagen•n~t Serif• orwetlen, jpt ww a•fercy tdy proctk•s prior to p•rferr b these funcflaa. InstalMrs shell trove w am i • lae•sr rot•d oHar•Is•. tap ears shall haw properly ett•d ed stnctwl eh-- y ud be O o. suss endp• eelen of sho•n ebe.•• end on W .ke.t news. visa Ito net•a ew'ww. •o w • 0 R•f•r p droeept I60A-Z ie' st•Merd pop poshtlanz I . P- •`" . AN TN MfMNY Alpaa, a dlWbr of ITV pi6 R Corpavnp frac 4 c. QU not b• r•tporvt" for ^Y do oey thb dre••ro, arty fasur• to W1Q tM truss In wnfornanc• M ARM/TPI 1, or for honsup, ••eei.ee• ` b%stallstlon a breerq of trusses. A seal on tib drarp s mv.r pall• uslsrg vds aYveMa, edcetes •ccWturrr of Prw••mw ,, S/A AL11723\ fLverpem Drive r• W: sally fer fM aatsn eros. rh. wdau•ty .ne us. 01 w. aY..fp v I I Satel 2nn for•nY Is respordaltY of the Itlbre Deter Per AllSf/IPl I sec.L I%Ma"ndl HeOls,%MON 63043 for more erfernetlan sse this ,pb's geraral noes eM thfp ••b sten 4111 NIM AIPV4D •••wlpaaht•.C•nr TP 4 •••.tphstarpr SIICM •w r ICO •selccssf•.a'g Configuration. Plate Has Been The Truss Design Drawing. Line REF NAIL REINFORCEME DATE 10/01/14 DRWG REPPLTNLI014 Gable Stud Reinforcement Detail for Stucco Cladding ASCE 7-10: 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Orl 140 mph Wind Speed, 15' Mean Height, Portlally Enclosed, Exposure C, Kzt = 1.00 Orr 140 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt is 1.00 nrr t?a nnh Vin,( Vm—Al 14;' Ma... Llnl..a.• anwil..11., 17-1 A r..-...... n — - inn S 2x4 Brace Goble Vertical pacing Species Grade No Braces 1x4 'L' Bruce Group A Group B t) 2x4 'L' Brace (2) 2x4 'L' Brace Group A Group B Group A Group B 1) 2x6 'L' Brace is (2) 2x6 'L' Brace Group A Group B Group A Group B Gi 1 U Q U SPF HF kl / a2 3' 4' 5' 9' 5' 11' 6' 9' 7' 0' 8' 1' 8' 5' 10' 7' 11' 0' 12' 8' 13' 2' 3 3' ' 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' 7'61 11' 8' 0' 8' 4' 10' 4' 10' 11'-12' 6' 13' 0' S P DPL qt 3' 6' 5' 10' 6' 0' 6' 10' 7' 1' 8' 2' 8' 6' 10' 9' 1 11' 2' 12' 9' 13' 3' k2 3' 4' 5' 9' 5' 11' 6' 9' 7' 0' 8' 1' 8' 5' 10' 7' 11' 0' 12' 8'1 13' 2' 113 3' 3' 5' 3' 5' 7' 6' 9' 7' 0' 8' 0' 8' 4' 10' 7' 11' 0' 12' 7' 13' 1' Stud 3' 3' 5' 3' 5' 7' 6' 9' 7' 0' 8' 0' 8' 4' 10' 7' Il' 0' 12' 7' 13' 1' Standard 3' 2' 4' 7' 4' 11' 6' 2' 6' 7' 8' 0' 8' 4' 9' 8' 10' 4' 12' 6' 13' 0' U Q1 U 0 SPF HF 111 / R2 3' 10' 6' 7' 6' 10' 7' 9' 8' 1' 9' 3' 9' 7' 12' 2' 12' 8' 14' 0' 14' 0' 3 3' 8' 6' 6' 6' 10' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' Stud 3' 8' 6' 6' 6' 8' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' Standard 3' 8' 6' 1' 6' 5' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' SP DPL 1 2 R3 Stud Standard ' Q X d U N I SPF HF 1 / k2 7' t13 7' Stud 5' 0' 4' Standard 0' 7' 7' 5' 8' 8' 10' 0' S' 13' 3' 14' 4' 0' SP DFL gt 4' 5' 7' 4' 7' 7' 8' 9' 0' 0' 0' 8' 14' 0' 4' 0' 2 ' 3' 7' ' 6' 8' 8' 0' 10' 0' 7' 13' 3' 14' 4' 0' 113 7' S' 8' 8' 0' 0' 0' 6' 13' 3' 0' 14' 0' Stud 4' 2' 7' 2' 7' 5' 8' 6' 8' 10' 10' 1' LO' 6' 13' 4' 13' 10' 14'0' Standard 4' 0' 6' 6' 6' 11' 8' 5' 8' 9' 10' 0' 10' 5' 13' 2' 13' 9' 14' 0' 14' 0' Bracing Group Species and Gradesh Group At ruce-Pine-Fir Men-Ftr 1 / 02 Standard t2 Stud 3 Stud N3 Standard Dou las Fir -Larch Southern Pbnesa N3 N3 Stud Stud Standard I Standard Group BI Hen -Fir t f, Btr t Douglas Fir -Larch Southern Pbhe a NI NI 2 «z 1x4 Braces shall be SRB (Stress -Rated Board). Far 1x4 So. Pint use only Industrial 55 ter Industrial 45 Stress -Rated Boards. Group B values mn be used with these des. Gable truss Uetall Notesl Wind Load deflectlon crlterkxn Is L/360. Provide uplift connections for 75 plf over continuous bearing (5 psf TC Dead Load). Gable end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' bracts with 10d (0.128'0.0' mW nalls. ble Truss ilE For (1) 'L' brace, space naffs at 2' oc. In 18' end zones and 4' or- between zones. Ologonal brace optlonr )K)Wor (2) 'L' bracer space nalls at 3' o.c. vertical length may be T In 18' end zones and 6' o,c. between zones. doubled when diagonal 18' iR 'L' bracing must be a ndnbhum of 80X of web brace Is used. Connect 1 member length. diagonal brace for 6000 •L• L of each end flux web Brice Gable Vertical Plate Sizes total length Is 14, 31f 3« Vertical Len th No Splice 2x6 OF -L 12 or I Less than 4' O' 2X3 better diagonal r t Greater than 4'', but 3X4 Vertical length shown bracel single B, tflll nfH less than ll' 6' 6t table above. or double cut t f f Greater tfwn Il' IV 4X4 45' ( asL 1 vrj . Refer to common truss design for uppererend. peak, spike, and heel plates. c• Refer to the Building Designer for conditionsConnectdlaoonaat• ` • a midpoint of vertkal web Refer to chart s or ax ab vet a th. not addressed by anis detnl. mvm7„N flyTICS DBaA," c` m °ALL CONTRACTALL W=ORS D10UMDri ,1DQ is K ---r O, 70$ 1 REF ASCE7-10—GAB16015 Trusses rectae exOrwe oars h febrlesttlg, harxb g, s1 pihy bhsal wtradp Refer to aro ratew the latest edition of fLSI (Wdhg component $of.ty bhfawetivhLLiy TPl w ffXSU f.er . z DATE 8/3/15 prae(ices pMor' to arfie b !hiss functions Irnstagers shall provMe y p • _ Iws.st rot.d otiw.«se. tap .hero thou have properly attached structhraI shwa and a$ra aeu have a property attadhed celer4 Looatlans show„ for per—is (stew res w e DRWG S16015ENC100815 NE dieu have Is QCb Installed par sectlans «3, 97 or NIA, as appltaixe. Appty Oates to f S T OG I or trust w posNlorh es shwwh .ase w an eh. )pent p.t.Ns, heelss noted otherwW. . QryO Refer to 160.0-Z for standard plate positions. w MpYe, a dlNslan of IrV «,acing components 0-040 ins shall not be resporhttle for dela e I' 4N AN ITINCDAAMNY ants 6v.whInstafttlor;p any fel re a brad the truss h aonfomnnce with AMVTPI L or for to l , t• erhA rsoeorti ntapn tifttcIrqilraw o1 orcovera us Illy this drawing, a I test scowtorew w pewee lahal •ejt•.rh.ea••e G \ MAX. TOT. LD. 60 PSF 111372.0 RmerponlOma rtrhaetr..'e omMttlh.`o1i1y for idorh sfno.• The WWriq w home of tins trawYhp f G 11 Sutel 200 for any b e h -d the aadhg Dead,.- p.r Af61 ; 1 s.s. `r OJVAI. N t\ 11 Maryland% Heights.% M0163043For ma's hformatlpn see this lob's general notes w y daotespagetheweb f / \ A1FOF_, w.a.slpbreltweom, TPI. eve.tebetoro, $ill* ....sbdtlustrvore, lm ...ki:saf aro rn t MiltlllflN MAX. SPACING 24.0' STRONGBACK BRIDGING RECOMMENDATIONS No-All scab-on blocks shall be a minimum 2x4 BUTT STR BRIDGING TOGEATNER stress graded lumber.' All strongback bridging and bracing shall be a minimum 2x6 'stress graded lumber.' 4' No-The purpose of strongback bridging is to 0• ATTACH SCAB WITH 10d BOX/GUN develop load sharing between Individual trusses, 4• -0' 2x6 (0.128'x3.0') NAILS IN 2 ROWS AT resultingin an overall Increase in the SCAB NOTE- IN LIEU OF SPLICING AS SHOWN, stiffness of the floor system. 2x6 LAP STRONGBACK BRIDGING MEMBERS FOR AT LEAST ONE TRUSS SPACING strongback bridging, g g g, positioned as shown In STRONGBACK BRIDGING SPLICE DETAIL details, is recommended at 10' —0' o.c. (Max.) No.-The terms 'bridging' and 'bracing' are sometimesNOTE! Details 1 and 2 are the preferred attachment Methods ATTACH STRONGBACK TO mistakenly used Interchangeably. 'Bracing' Is an WEB W/ (3) LOd COMMON 0.148'x3') NAILS OR 2 Important structural requirement of any floor 4) LOd BOX/GUN or roof system, Refer to the Truss Design O 28'x3.0') NAILS Drawing <TDD) for the bracing requirements for each Individual truss component. 'Bridging,' particularly 'strongback bridging' is a recommendation for a truss system to help control vibration. In addition to aiding in the distribution of point loads between adjacent truss, strongback bridging serves to reduce STRONGBACK BRIDGING bounce' or residual vibration resulting from SPACING REQUIREMENTS moving point loads, such as footsteps. to IC None utred a to 2V1rat (at ardwof VW The performance of all floor systems are 2) 10d COMMON (0.148•x3.0•) OR to 2 rM (I at tads In BOX/GUN (0.128'x3.0') NAILS AT 2x6 (MINIMUM) STRONGBACK VI enhanced b the installation of strongbackyg TOP AND BOTTOM OF 2x4 RESTRAINED AT EACH ENA la a ras rt to oc W bridging and therefore Is strongly recommended SCAB-ON BLOCK. ATTACH b Alpine. y pSTRONGBACKTOBLOCKW/ (3) 10d COMMON (0.148'0.0') NAILS OR (4)tOd BOX/GUN (0.128'x3.0) 4 For additional Information regarding strongback NAIL•S. O bridging, refer to BCSI <Building Component Safety Information). 0 N o • 1z tom"^ IIIIIIpII+ rrrrr' HATTACH TO sF ••.C' ' STRONGBACK BRIDGING ATTACHMENT ALTERNATIVES e MIG1s NEA) OW iQJM AIL. MMMT01 WA`"N0 ds-wwwr ' 0.1,08MAllnmamIt= =AV= DtMMM > D6rALLER • TC LL PSF REF STRONGBACK rouo*TWe laseeArt *dam or a g GkfIn id'h'„ e` p,. tn° ie:.°e,'° ° eWi'''g,, c ;'," rw,1°'s` 'y°.ei . _ to b these furwtsens. Gshuers TC DL PSF DATE 10/01/14 ppnnetices whew pe'fon .halt prove tewporvy Yne p 1. • IM*ss rot. atherels*, tap d .hall Irv* properly woad d stn,ctval all— u i t BC DL PSF DRWGIA&N eeu heve tr y attach. rigid eesrl4 looatlaro ripen for perronent tato l or SAT Q ah° os ar pa wl s Owen a»sCsoveean"dm stl7,'e iatit Drrt*n. "P;`'t, ` `° r : BC LL PSF STRBRIBRIO14 MIR to dr• tGGA-2 for standard plat* poslVans. • • Alptne, a dvb4n o/ T/ p ca s.a Inc. be rar devte •• ANI vonents shell rot reapansld an eqs araetnp, airy raWv to lxid the teas Y+ mlrarwane* alth AMSI/TPI 4 ar rar hared p •.• *• ?` hrmA TOT. LD. PSF ttt7n7traremomoaee not ann'ehb°ris aelp °`''cow PC us trlD vde tam tn- t. aeeeptulee or proeessknal st '•••...... • G aathe rAmim °rSac. oft a`.h» S Q tQ. DUR. FAC. 1.00 Sale1 200 r° ,let,. e'.es.tr ey »° rw 6Norrotbn \ p Uds *Ir SPACINGMsrylaMHeipha,\MC0870a3 were a Job's p*rorel Hsps q and !hers .*b slMoppaa Kph, tte coN 1P4 m, s LCM m,sMefn ICO e.ele7esare I1 Valley Detail - ASCE 7-10: 160 Mph, 30' Mean Height, Enclosed, Exp, C, Kzt=1.00 Top Chord 2x4 SP #2N, SPF #1/#2, DF -L #2 or better. Bot Chord 2x4 SP #2N or SPF #1/#2 or better. Webs 2x4 SP #3, SPF #1/#2, DF -L #2 or better. 03MAttach each valley to every supporting truss witht 2) 16d box (0.135' x 3.5') nails toe -nailed for ASCE 7-10 160 mph. 30' Mean Height, Enclosed Building, Exp, C, Wind TC DL=5 psf, Kzt = 1.00 Or ASCE 7-10 140 mph. 30' Mean Height, Enclosed Building, Exp. D, Wind TC DL=5 psf, Kzt = 1.00 Bottom chord may be square or pitched cut as shown. Valleys short enough to be cut as solid triangular members from a single 2x6, or larger as required, shall be permitted In lieu of fabricating from separate 2x4 members. All plates shown are ITW BCG Wave Plates. 3X4 12 12 Max. 2X4 X4 8-0-0 max fti 04 Unless specified otherwise on engineer's sealed design, for vertical valley webs taller than 7-9' apply 2x4 'T' reinforcement, 80% length of web, same species and grade or better, attached with 10d box 0.128' x 3.0') nails at 6' o.c. In lieu of 'T' reinforcement, 2x4 Continuous Lateral Restraint applied at mid -length of web Is permitted with diagonal bracing as shown In DRWG BRCLBANC1014. Top chord of truss beneath valley set must be braced with, properly attached, rated sheathing applied prior to valley truss Installation. Or Purlins at 24' o.c. or as otherwise specified on engineer's sealed design Or By valley trusses used In lieu of purlin spacing as specified on Engineer's sealed design. ON Note that the purlin spacing for bracing the top chord of the truss beneath the valley Is measured along the slope of the top chord. Larger spans may be built as long as the vertical height does not exceed 14'-0'. Pitched Cut Bottom Chord Valley 20-0-0 (++) Supporting trusses at 24' o.c. maximum spacing. 2X4 Valle Spacing Square Cut Stubbed Valley Bottom Chord End Detailtoe-nalted Valley yr 0 SQoG\ qtu CPN! a 1 Optional. Hip Joint Detail 24' Partial Framing Plan a d O AN IiM ODAAMW 13727\Rneryotl\Odve 1 SistN200 Mbndl HeiOh.\MO\e7o\\ wi•man wm no m w M1 mm al TIOI ORAVOa i' a TAHTM F== THIS ow\VVG TO OU CUWWCRM OCUMV4 THE OWMIEM _a Trusses rewA a estra.a care h :ahrloath/, hand0,p, hs end ReFor toaloewlat..s .dleten eo Icsi o ah/ ceoo.,..,s s.'e°q °m.rna , T. w .er .a pMcuces Odor t0 perFarwhp thtst FumCtlons. Wtdlen daLL provtle per uses rated otherebe, top dam da~ have prapt .ty attached `r^"p"` yam° drLL have a propMy attached MW ctbiz locations sho.n forpev+aront l turd resWht of • or trws ndU haw posWnW " sshood in : bejel s the oM Dor DoWtage not" otherMsi to each ' Refer to dra 1"A -z for studard plate podtivm . dra a dWblon of h a • ny : ddt1omteob Comore sI. c awn[e ew M S11MM 1. or for tlen ti taradnp of trusses. A sowdY opnrteh tr dnaiqa or cover pw arae V" drodhp, dlca4s acceptance e1 proMsdVnl for cry sb•ucYsro b tla V h' t a•o Far wort worwatlorl PIPM—AWattimmu Tp:W"J gl t o. 708 i T% 30 30 40PSF i DL 20 15 7 PSF d BeDL 10 10 10 PSFSTO z LL 0 0 0 PSF dee • • v OT. LD. 60 55 57PSF V O A OURFAC.l.2511.33 1.15 1.15 r SPACING 24.0' REF VALLEY DETAIL DATE 10/01/2014 DRWG VAL160101014 I VALLEY FRAMING & BRACING DETAIL • I R BC Lumber Size and Grade Minumum Reauirements GENERAL NOTES Purlins required 2%0" O.C. in absence of plywood sheathing. Trusses without sheathing applied must be evaluated accordingly. Purlins should overlap sheathing one truss spacing minimum. In cases that this is Impractical, overlap sheathing a minimum of 6", and nail upwards through sheathing into purlin with a minimum of 8$d (0.131"x2.5") common wire nails. Effects of not providing sheathing below a valley set must be evaluated by the building designer. This drawing applies to valleys with the following conditions: Spans (distance between heels) 40'-0" or less Maximum valley height: 14'-0" Maximum mean roof height: 30 feet ASCE 7-05, 140 mph, Enclosed, Cat II, Exp 6,1=1.0, Kit=1.0 Or A Maximum of ASCE 7-10, 180 mph, Enclosed, Exp 0, Kit --1-0 TRUSS TRUSS UNDER VALLEY FRAMING VALLEY RAFTER OR RIDGE CRIPPLE ripples 4'-0" for 30 psf (TL) and 20 psf (TO) Max. e the crippes for each row starting from the valleys or sleepers working Inward to the ridge board so that cripple locations are gored between rows. TTP) Innection Requirement Notes 2x6 rafters to ridge 4 16d toe -nails Cripple to ridge 416d toe -nails Cripple to rafter 416d toe -nails 816d face -nails Raker 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 316d toe -nails each sleeper S 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 is. Collar beam to rafter 4 16d toe -nails CRIPPLE, BRACING, & BLOCKING NOTES NOTE: 16d(0.162'x3.5")COMMON NAILS 20 continuous lateral restraint (CLR) min. Is required for cripples 6'-0" to 10'-0" long nailed w/ 2 -10d (0.148"x7") nails. Or 2x4 "T' or scab reinforcement nailed to flat edge ofcripple with 10d j0.128"x3.0") nails at 6" o.c. "T" or scab must be 90% of cripple length. Cripples over 10'-0 long requre two CLR's or both faces w/ "T" or scab. Use stress graded lumber 6 box or common nails. Marrow edge of cripple can face ridge or rafter, as long as the proper number of nails are Installed Into ridge board Install blocking under rafter if sleepers are not used. ^ Install blocking under cripples If cripples fall between lower truss top chords and lateral bracing is not used. f Apply all nailing In accordance to current NOS requirements. Nails are common wire nails unless noted otherwise. -.a I, H. N IGEN; A) I (B) (•a) ssNAelmd3so w.AD Alm rola ALL (arts Ol nos oeAVOlo TC LL 20 30 40 54 REF VALLEY FRAMINGNVfOtTWr= rueM TM tnAVOG M ALL WMAttOlt OCLUM DC OWMAZI N0. 70861 Trusses ra4J ItbV Care In febrft4'-p, ----ro ts-V urd IWeF to .rte Z foaos tlr Istast oddon or sat uas.e CnnporaM Safety Lrfa tW% by TPI and taCA) fa T•m e * TC DL 10 20 7 7 DATE 10/01/14 prscdcas 010 to pWfalIa case fUrCV c& LISWUrs awl orovMf Nnparory brsble pat: 1k Wass rota otlrr.W, top drrd writ Iry properly etbedwd stnreals•st arsaft w bo d ora have a IN am +y attodrd caMe. Location st— for pt—orm" Hraearst strshtw dred.ba. BC DL 0 0 0 0 DRWG VACNV1801015 Shag loo" bo s%C" Yvt tied per aw sactbro N. a or Na, as sppuoehla. Apply Ottastp w0 fa STATE OF d O a tress and iprwo 1 n as sho.n sbova and on thebYrt OatsAs tsaess noted oeMrstp. .. ; Q• BC LL 0 0 0 0 safer w d-a.ssOs bOA-i for stoMord pest. postdwm % . w . ,y Mpkw, a *AsWn of M Maine CwR" - is rro4 Lac. Wb rot ba respensble fx .rry 4Ms •.;OR`QP.f(i TOT LD 30 50 47 61ANITWOOMPANyOftA-s.Mp, srq fsture to bdid tM 6vas Yt corMormsmo 9M ANSI/IPI L or " MM1V. s •s sr krstdlstlon a b • r„•as • („ A pLL ion Wst d-av fp acow pW OdsesM 90 a-sshp, YAM smpaertw of proresmrd ••7 1 • V r f,r`rtrtib„a^sO' k1"y w'''yfor MWrly W tl+e ashovn OTMi , araA' y,YII Ip1m, fart d` N `E •'` DUR. FAC. 1.25/1.15 l ei'• anforPaeareMorrotlonseeOftJob's or+r•l rotes d +trop eeb stepE.nncsyuowas XPRO satptianecan, TPLeeetpYrterpl suo ...m'i a yeror 100 a Axzoftao SPACING SEE ABOVE RECORD COPT' n City of Sanford Building and Fire Prevention Product Approval Specification Form J\DING Permit # sp, ofORD Project Location Address: Anastacia- 520 Red Rose Ln, lot 167 ° FPc,R As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) 1. Exterior Doors Swinging herma Tru Swinging Ext. Door (front door) FL20461-R3 Sliding MI Windows Sliding Ext. Door (Standard SGD) FL15332.06 Sectional Windsor Garage Doors Sectional Ext. Door Dbl, single FL15080.R3 Roll U Automatic Other 2.Windows Single Hung MI Windows Single Hung window FL17676.2,9,16 Horizontal Slider Casement Double Hun Fixed MI Windows Frame Fixed Glass FL 18644.04 Awning Pass Through Projected Mullions MI Windows Mullions FL 18504.2 Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # including decimal) 3.Panel Walls Siding Soffits Alpha Aluminum, Inc. Soff its FL16544-R3 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles CertainTeed Shingles FL5444-1113 Underla ments Rhino Linings Corp Coatings FL21842-R1 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shin les Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Millennium MMI -2 Off Ridge Vent FL19567-R1 Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) 5.Shutters Accordion Bahama Colonial Roll u Equipment Other 6.Sk lights Skylights Other 7. Structural Component Wood Connectors Anchors Truss Plates ITW Bldg Components Truss Plates FL1999-116 En ineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Commercial Concrete Quality Precast FL1774-RS Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products HVAC Tie Down BMP International HVAC Tie Down FL14239-R4 Applicant's Signature Applicant's Name Please Print) June 2014 ap CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: ca// Documented Construction Value: $. .iy /6' 'y Joh Address: b?yr6,c% .4;X-2te /o/ /lv '% Historic District: Yes No Parcel tD: /'Y '4t -y 44-1-0--a Residential q Commercial Type of Work: New 9 Addition Alteration Repair Demo Change of Use Move Description of Work: NEW RESIDENTIAL PLUMBING Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Name raZ toil. Phone: Street: Resident of property? : City, State Zip: Contractor Information Name NORTHWEST PLUMBING OF ORLANDO Phone: (770) 941-5421 x 20 Street: 6310 MABLETON PARKWAY, SUITE 1000 Fax: (770) 941-9522 City, State Zip: MABLETON, GA 30126 State License No.: CFC1426562 Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMTVIENCEMENT 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 he performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must he secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, beaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: Si° Edition (2014) Florida Building Code Revised- June 30. 201 S 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 he 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 Owner/Agent Date Print Owner/Agent's Name Signature of *intary-State of Florida Dote Owner/Agent is Personally Known to Me or Produced ID Type of ID Signature f Agent TONY MAHAFFEY Print Contractor/Agent's Name U I , 61 1 W?o/,Y Signature of N ry-State of Florida Contractor/Agent is 1 Personally Known to Me or Produced Ill Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps, Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads UTILITIES: FIRE: of Stories: Plumbing - # of Fixtures, Fire Alarm Permit: Yes :Vo WASTE WATER: BUILDING: Revised: June 30. 2015 Permit Application Cit.. State Zip: Contractor Inform,_tion CITY OF SANFORD BUILDING & FIRE PREVENTION F. to PECEIvrmpJUL301018 PERMIT APPLICATION I f Street` Jc, ' -1' ;– 1 I Fox: Application No: 1a Cit%•. State zip:'_ al cnr, gy. Documented Construction Value: S 20,0 -°— Job :address: V -','C 9A Coe, !,Ckae, Historic District: Yes \o D" Parcel TD: Lo 01 TV)oyA hy(r)u-, Residential Conimercial T\•pc of \Vork: New .addition D Alteration[] Repaii-C] Demo Change of Use -Nlove Description of Work: I rL!.-e11 I r 411 f-it C il I' IF • E>j— lio Plan Review Contact Person: J Title: Phone: Fax: Email: Property Owner Information arae ,1 LI) v t;Yr`.C`tii Phone: Street: Resident of property'' : Cit.. State Zip: Name: Street: cit,.. St. zip: Ronding Company: Addre::: Architect/Engineer Information Phone: rev E-mail: _ Mori_mu Lender: address: WAR,NING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN 1'OL'R P:\YISG TWICE FOR IM P-ZOVEMENTS TO YOUR PROPERTY. A NOTICE OF COAMENCE IFN'I' Nll'S'r BE I'ECORDED ANr) POSTED ON THE JOR SITE BEFORE THE FIRST INSPECTION. IF YOU IN'1'I=ND 1'0 O:,TAIN FIS:\\CI\G. CONSULT WITH l'ol'l: LENDER Om ANATTORNEY BEFORE RECORDING YOUR' NOTICE' OF CMIMENMIENT. I':.... r.:J:. ?. i:..::1 n' ...... ii• l:J in. .i l' ',%C,7',: ::1•• i:.:i:::1: C.a. I':?Jr .. i..: 1:_»:!:... l: 1 • ...... »:I' ::_. :1: .: :. :i.: C: • .:?ril:.a. `i: i:l::...».. _::: hxsol'a.l is l l•::>::. : ': t:nC:•rs:ay..d that a scparar: permit must b:• secured fur elecirical %%(j; -k. pl rabio_. si_ ra. %%ep . purj!>. furnaces. boilers. h aims. teaks. and.fir conditioners. etc. 1"1;C IQZ._ Shall by in,crib:d %%Wl ill r:air ol'appli:ati• n and Olt e='dr in rFccl of Ih:,t 11atc: 1_/:ilitrU r_tll.: 114 -- ill I:i illi.^._ C a: Contractor Inform,_tion to I Phone: t...1204If Street` Jc, ' -1' ;– 1 I Fox: 1a Cit%•. State zip:'_ al cnr, k ( Stste License \o. 1—(' v Name: Street: cit,.. St. zip: Ronding Company: Addre::: Architect/Engineer Information Phone: rev E-mail: _ Mori_mu Lender: address: WAR,NING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN 1'OL'R P:\YISG TWICE FOR IM P-ZOVEMENTS TO YOUR PROPERTY. A NOTICE OF COAMENCE IFN'I' Nll'S'r BE I'ECORDED ANr) POSTED ON THE JOR SITE BEFORE THE FIRST INSPECTION. IF YOU IN'1'I=ND 1'0 O:,TAIN FIS:\\CI\G. CONSULT WITH l'ol'l: LENDER Om ANATTORNEY BEFORE RECORDING YOUR' NOTICE' OF CMIMENMIENT. I':.... r.:J:. ?. i:..::1 n' ...... ii• l:J in. .i l' ',%C,7',: ::1•• i:.:i:::1: C.a. I':?Jr .. i..: 1:_»:!:... l: 1 • ...... »:I' ::_. :1: .: :. :i.: C: • .:?ril:.a. `i: i:l::...».. _::: hxsol'a.l is l l•::>::. : ': t:nC:•rs:ay..d that a scparar: permit must b:• secured fur elecirical %%(j; -k. pl rabio_. si_ ra. %%ep . purj!>. furnaces. boilers. h aims. teaks. and.fir conditioners. etc. 1"1;C IQZ._ Shall by in,crib:d %%Wl ill r:air ol'appli:ati• n and Olt e='dr in rFccl of Ih:,t 11atc: 1_/:ilitrU r_tll.: 114 -- ill I:i illi.^._ C a: z NOTICE:In addition to the requirements of this pennit. there Tray be additional rrstrictim s applizahle to this properrr that mar be found in the public r:cords of this county. and there map be addl:ioaal pe r iiis required Gam o:hcr gorerntllelual e;llill:; gl Cl1 ;; Erat:rm management districts. state zwenci::s. or federal agencies. Acerpt once of permit is rerifica!ion that I will notify the owner of the properly of the requiremcws of Florida List; Law. FS i I.. 1'hc Ci -N. of Sa:lfurd requires payrleni of a plan reE iew R: a; the time of permit subinilual A doily of the CUTtIled contract is r:quir:J 1 o-.J:r to calculate a plan review charge and will be considered the estimatcd construction value of the job at the tim: of subminal. The acetal constriction ralu: will be fisur:d based on the current ICC Valuation Tnbl: in, cff:ct at the time the pernlii is iss::ed. in accordance with local ordinance. Shotad calcula!:d char es fvu.-cd off the exect:!:d contract exceed ta: Un --21 construc!iot: Ealt1:. credit Evill be applied to your permit fres when the perllit is iss:le. QW.NER'S AFFIDAVIT: 1 certify that all of the foregoing information is accurate and that all 11'orl: will be clone in compliance with all applicable laws regulating construction a ,obi_ S:; a...;A N.!::1: D±;: a"> •• AMY R. MORRIS ft . , • ; Notary Public -State of Florida Commission I GG I BS209 My Comm. Explr War 10.2022 Bonded throu tional Notary Assn. QiE'iitr .r:ii? I: Pero: ^Ili' I\ill''iE'1: CU ale orCAr.tr r.JiVil to ale o.- Products ID Type of ID I'Co:;-n:d ID Type or IU BELO«` IS FOR OFFICE USE ONLY Permits Requiri•Cl: Baii2ing U Eltca•ical Nl:ch:!:IiC-il Plu!nlbin£ G:.;: R.:Oc' Construction Type: Occupancy U.;c: flood Zone: Torol Sy Ft of E;IcI<__=: Mill. Occupancy Load:COf tol'1e5: NCE% COM11•11criOtl: Llc•ctr•ic - = of:nips Plumbing - _ of Fixtures Fire Syr inlai r I'et mit: 1'es \o = of I!e^.'_ _ Fire Alarm Permit: Yes No APPROVALS: Z(")\f\(i- E\Gr\EERINCi: COMMENTS: i` L"TILITIES: FRE: WASTE \`%'.;TER: BUILDING: CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ ' - bz Job Address:' 5go Historic District: Yes No)( Parcel ID: Residential Commercial L Type of Work: New$. Addition Alteration Repair Demo Change of Use Q Move Description of Work:rtn . n `bn_'St,lir- l,Jrr r k- Plan Review Contact Person: 'ift Dg..1 Title: Phone: `W7-G$5,2pOl.( Fax:Ol-33-385.3 Email: KTC4,& ,t r, t'[rryN Property Ower Information Name OY fy r% Phone: Street: ,` Resident of property? Iflo t ; City, State Zip: nn,. 1...9J Sn 6Iill,.,_ w Cofitr Information 1 nn Name L-7'io thong: q0 7- rs - 3Oc Cf street: Isco Fax: - - 253 City, state Zip: 5aA State License No.: Architect/Engineer Information Name: Phone: Street: City, St, Zip: Bonding Company: Address: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 51h Edition (2014) Florida Building Code Reviied: June 30, 2015 Permit Application 40 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate at work will be done in compliance with all appGeable laws regulating construction and zo ' g. ! signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date of Contractor/Agent ate I Name CHERYL D AKERS MY COMMISSION # FF998902 EXPIRES June 05.2020 Ig Owner/Agent is Personally Known to Me or Contractor/Agent is _Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps, Flood Zone: of Stories: Plumbing - # of Fixtures, Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: COMMENTS: FIRE: BUILDING: Revised: lune 30, 2015 Permit Application STATEWIDE 1-888-831-2665 Taylor Morrison Homes 2600 Lake Lucien Drive, Suite 350 Maitland, FL 32751 DEL -AIR State Certification CAC032448 1111101111111111111 - AIR CONDIi10NING Phone: (321) 397-7250 Revised Date: 12/30/2017 Job Name: 30' Teen Regional We propose the necessary labor and material to install heating, air conditioning and ventilation for the above job. Design Criteria: Worst Case for pricing; lot specific for permitting. R-30 - Vented Under Attic R-19 - Vented Knee Wall R-4.1 - Block Walls R-13 - Frame Wood, Exterior R-13 - Frame Wood, Adjacent Windows - Low E Vinyl Double Pane, U -Value = 0.34 SHGC = 0.27 Water Heater - Natural Gas Tankless 1 gallon, efficiency 0.82 PLAN NAME TONNAGE SEER HSPF FANS/FAN LIGHTS TOTAL CONTRACT PRICE fj [Ay"na s a 2 0 /2!0's ifi v 16 0`,j/`1 6?-00 0L.6"01 $n: 0: ••;, i,; y $8 03,5'f Boca Grande 3.0 15.00 8.50 4/0 4,911.00 Captiva 3.0 15.00 8.50 3 / 1 5,095.00 Marco 3.0 15.00 8.50 210 4,679.00 Santa Rosa 3.5 15.00 8.50 4/1 5,759.00 NOTE: PRICING IS VALID FOR 6 MONTHS. Equipment to be LENNOX 15 SEER HEAT PUMP (14HPX/CBA27UH) Pricing includes bath duct with standard bath fans, fan -light combos, dryer vent box, dryer venting through roof, and programmable thermostats (f H6320U1000DAG). Anastasia and Boca Grande plans only include dryer wall caps. For any interior kitchen hood that has a fan greater than 400cfms - add $475.00 for a Broan MD8TU. For any interior kitchen hood that has a fan greater than 1,000cfms - add $875.00 for a Broan MD8TU & MD6S. For any interior kitchen hood that has a fan greater than 1,500cfms - special provisions must be made. Add $235.00 for increased range vent size if any make up air is necessary. DEL -AIR MUST BE NOTIFIED OF ANY INTERIOR HOOD THAT IS GREATER THAN 400CFMS BEFORE ROUGH -IN. Customer Initials 531 (QUIS(O N 11 Sanl'm•d. 1 1 12771 407) 3334 1101 nn.delair..m Florida Building Code Duct Leakaqe Results Builder: /4W,/Z/ Neighborhood: ',% Lot #: 17 T Address: !WX /L44 %fie I— City: %fig State: 4- Permit M Square Footage: Stage of Construction for Test Rough in with Air Handler 11 Rough in no Air Handler OPost Construction Duct Leakage Test Results: Duct Leakage percent requirement: /o System CFM25 Square Foota e Duct Leakage CFM/100s?ft. Location Pass or Fail C 2 3 4 5 Rating Company: SkyeTece Rater Name: Eric Goodwell Rater Signature: r Fail Inspection Date: /;? ///,F S WeTe C The Energy Code Experts 9570 Regency Square Blvd. Suite 410 Jacksonville, FL 32225 Phone: 904.482.4000 1 1.866.SKYETEC www.SkyeTec.com When Buildings Talk. We Listen. FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name:/ // Builder Name: 74 1-114171eflllll OlrStreet: ql) /fed 9,l e I_k') Permit Office: °, City, State, Zip: /"v 7vrcl fL 3 7/ / Permit Number: Design Location: ©rlmcla Jurisdiction: Square Feet: L6 67, Conditioned Volume: Envelope Leakage Test Results Single Point Test Data: HOUSE PRESSURE: FLOW: . Leakage Characteristics CFM (50): % Pass 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)(0, (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be dosed, 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 dosed 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: Eric Goodwell Where required by the code official, testing shall be conducted by an approved third -party. A written report of the test results shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: Testing was conducted in accordance with ANSI/RESNET/ICC 380 to meet the 2017 residential energy code. tic andd• to. BPI'_#_'5,059889:"-: wl o al as supc:essfully-coiripleted=a=comprel e a 1uAtori-arid:is:a.certified .. __ .... .._ • .. -. . ft t= BPI a. o vurie l:,=2017• .... ... .... ._ _.. ... cru6/16y2020:' .. •- •. •"-' ::.: .... :-. _:.. -;_- ::•:. tt Chief Execudvecer Chief Operating Q,,icer T:.EU3.-pER DESCRIPTION AS FURNISHED: Lot 167, THORNBROOKE PHASE 4, as recorded in Plot Book 81, Pages 70 thru 71, Public Records of Seminole County, Florida. BOUNDARY FOR/CERTIFIED TO: Zed mese- n G Sai Kumar Arala and Divya Monne; Inspired Title Services, LLC; First American Title Insurance Company; Taylor Morrison Home Funding 5.00' 15.7' 14.3' 7.0x3.5' COV'D. vACPADCONC. 14.3' 5.00'. 5.00' 30' UNNAMED PLATTED ROAD LEGEND - FLORIDA LAND & COLONIZATION COMPANY LIMITED W. BEARDALL'S 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 P MAP OF ST. JOSEPHS P.8.1, PACE 114) PD1. POINT ON LINE S 00012'21 " E W SEf 1/2 I.R. 0.4 40.00 ' PVC 0.6' REC. 1/2" I.R. 4596 0 FENCE ON NO I.D. J 10' WALL. fl , ryo1 1 FENCE I,E.29' — — 23 5 I LOT 167 NON -RADIAL VITNESS POINT 5.00' 15.7' 14.3' 7.0x3.5' COV'D. vACPADCONC. 14.3' 5.00'. 5.00' G OQ rv0 Q PROPOSED = FINISHED SPOT GRADE ELEVATION PER DRAINAGE PLANS V- . PROPOSED DRAINAGE FLOW LOT GRADING TYPE A PROPOSED F.F. PER PLANS = 24.2' } PROPOSED GRADE PER CONSTRUCTION PLAN ++ 01- 1 GQ RED ROSS LANA 50' R/W) TRACT I (UTILITY & ACCESS R/W) BUILDING SETBACKS: FRONT = 25' REAR = 15' SIDE = 5.0' SIDE CORNER - 10' CR USEINME YEIR -,SCOTT ASSOC, INC. - LAND SUR VE RS LEGEND - LCGCND - 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 P PLAT PD1. POINT ON LINE MOMS. W FIELDIRON IPC TTPPRC. IyPICALPOINT or RCVCRSC CURVATURC 1. THE UNDERSIOIIED DOES HEREBY CCRTTHAT AT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA 6000 Or IA IRON It PLL. POINT Dr COMPOUND CURVATUR[ pROrC$SIOHAL SURVEYORS AND MAPPERS CN CHAPTER S.1-17 FLORIDA ADMINISTRAINE CODE PURSUANT TO SECTION 472.027. FLORIDA STATUCS CA CONCRETE MONUMENT CD RADIAL TWO STORY TCT IR. RCC. OD H.R. W.P. NON -RADIAL VITNESS POINT J. THIS SURVEY WAS PREPARED MCAT TITLE WFORMATON FURNISHED TO THE SURVEYOR. TNCRC MAY BE OTHER RESTRICTIONS P.O.R. O C. RESIDENCE CALL. Rx CALCULATEDCRMANENT REFERENCE MONUMENT OR GSEtII m TAT AnTcr THIS PROPERTY. 4 NO UNDERCR:WND IMPROVEMENTS HAVE BECN LOCATED UNLESS OTHERWISE SHOWN. Q COMMPOINTOrCOXXEAiCN[Nl CENT[RL INC rr• F.F.= 24.38' S THIS SURVV IS PREPARED FOR INC SOI£ BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RCUEO UPON BY ANY OTHER ENTITY. p NAIL t DISK LOT 166 1UILDIMG SETBACK LINC B DIMENSIONS SHOWN FOR THE '.004=4 Or IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY UNCS R/V RIGNI-Or-VAY OT 168L DENCwARK BASE REARING 7. BC•R'NCS. ARE BASCO .%SSVMEO DATUM AND ON THE UNE SHOWN AS BASE BEARING (BB) ESMT. DRAIN. CASCMEN7DRAINAGE to E0 U1 it.. H COV'D. CLIC. CHAIN LINK rCNtCC vD.C/o 5.0' BRICK 5.00' s? SCALE - 1" . ?0' DRAWN By. ••• PCPC o POINT Or TANGENCY DATE ORDER No. CERTIFIED BY: DESC, R DESCRIPTION RADUS ARCILCNGTN 0 PLOT PLAN 05-03-2018 2787-18 DI A 5.00' CC 9 8.7' FINAL/ELEVS. 12-08-2018 8063- Ie NORTH e 0 21.3' 5.00' BRICK WALK BRICK DRIVE f 25.22' 25.20' ON P.I. LINE 127.14' SET 1127I.R. 5' CONC. WALK SET 112-I.R. 4596 14596 N 00914'55" W (e.e.) 40.00" G OQ rv0 Q PROPOSED = FINISHED SPOT GRADE ELEVATION PER DRAINAGE PLANS V- . PROPOSED DRAINAGE FLOW LOT GRADING TYPE A PROPOSED F.F. PER PLANS = 24.2' } PROPOSED GRADE PER CONSTRUCTION PLAN ++ 01- 1 GQ RED ROSS LANA 50' R/W) TRACT I (UTILITY & ACCESS R/W) BUILDING SETBACKS: FRONT = 25' REAR = 15' SIDE = 5.0' SIDE CORNER - 10' CR USEINME YEIR -,SCOTT ASSOC, INC. - LAND SUR VE RS LEGEND - LCGCND - 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 P PLAT PD1. POINT ON LINE MOMS. rIP FIELDIRON IPC TTPPRC. IyPICALPOINT or RCVCRSC CURVATURC 1. THE UNDERSIOIIED DOES HEREBY CCRTTHATAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA 6000 Or IA IRON It PLL. POINT Dr COMPOUND CURVATUR[ pROrC$SIOHAL SURVEYORS AND MAPPERS CN CHAPTER S.1-17 FLORIDA ADMINISTRAINE CODE PURSUANT TO SECTION 472.027. FLORIDA STATUCS CA CONCRETE MONUMENT RAD. RADIAL 2. UNLESS EMBOSSED WITH SCRVI TOR'S SIGNATURE AND ORIGINAL RAISED SEAL. THIS SURVEY MAP OR COPIES ARE NOT VALID. TCT IR. RCC. 1/2' IR /RLR 45% H.R. W.P. NON -RADIAL VITNESS POINT J. THIS SURVEY WAS PREPARED MCAT TITLE WFORMATON FURNISHED TO THE SURVEYOR. TNCRC MAY BE OTHER RESTRICTIONS P.O.R. O C. RCCOVCRED POINT Or NCE CALL. Rx CALCULATEDCRMANENT REFERENCE MONUMENT OR GSEtII m TAT AnTcr THIS PROPERTY. 4 NO UNDERCR:WND IMPROVEMENTS HAVE BECN LOCATED UNLESS OTHERWISE SHOWN. Q COMMPOINTOr COXXEAiCN[Nl CENT[RL INC rr• rINISMED FLOOR CLEVATION S THIS SURVV IS PREPARED FOR INC SOI£ BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RCUEO UPON BY ANY OTHER ENTITY. NLD NAIL t DISK RSL. 1UILDIMG SETBACK LINC B DIMENSIONS SHOWN FOR THE '.004=4 Or IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY UNCS R/V RIGNI-Or-VAY RTL0.0. DENCwARK BASE REARING 7. BC•R'NCS. ARE BASCO .%SSVMEO DATUM AND ON THE UNE SHOWN AS BASE BEARING (BB) ESMT. DRAIN. CASCMEN7DRAINAGE B. CLEVATIONS, lF SHOWN, ARE BATED ON NATIONAL GEODETIC DATUM Or 1029, UNLESS OT/CRWISC NOTED. U1 it.. H 1ca0. CCRTrE OF AUIIgRILLTO•: NP. 4593. CLIC. CHAIN LINK rCNtCC vD.C/o FCNC[ COC0 iE0r CURvAiuRE SCALE - 1" . ?0' DRAWN By. ••• PCPC POINT Or TANGENCY DATE ORDER No. CERTIFIED BY: DESC, R DESCRIPTION RADUS ARCILCNGTN PLOT PLAN 05-03-2018 2787-18 DI A FORMBOARD FOUNDATION/ELEVS. 07-25-2018 4826-18 CC 9 CHORDCHORD REARING FINAL/ELEVS. 12-08-2018 8063- Ie NORTH THIS BUILOINC/PROPERTY ODES NOT UE WITHIN ~• THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER 'FIRM' TO GRUSEN R, R.L.S. 1 4714 ZONE x' MAP / 12117C 0055 F JAMES W. SCOTT. R.L S 1 4801