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HomeMy WebLinkAbout572 Red Rose Ln 18-2443; SFHCOUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER- 18100005 BUILDING APPLICATION #: 18-10000573 BUILDING PERMIT NUMBER: 18-10000573 DATE: June 27, 2018 kduy 3 c,yLY1 UNIT ADDRESS: RED ROSE LANE 572 21-19-30-510-0000-2300 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: 572 RED ROSE LANE / THORNBROOKE PHASE 4 SFR FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROAI)S-ARTERIALS CO -WIDE ORD Single Family Housing 705.00 1.000 dwl unit 705.00 ROADS -COLLECTORS N/A Single Family Housing 00 1.000 dwl unit 00 FIRE RESCUE N/A 00 LIBRARY CO -WIDE ORD Single Family SCHQOLS Housing 54.00 1.000 dwl unit 54.00 CO-WYDE ORD Family Housing 5,000.00 1.000 dwl unit 5,000.00 PARKS NA 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 THAM CERTIFICATE OF OCCUPARY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407.665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE Parcel ID Number:a 1 —I9 "—r* -510 r d "'M -_;? 30 c) Prepared By Daphne Clark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 MALOYP SEMINOLE COUNTY CLERK OF CIRCUIT COURT 6 COMPTROLLER BY. 9141 P9 329 QP9s) CLERK'S : 201806040E RECORDED 05/29/2018 1035:28 AM RECORDING FEES $10.00 RECORDED BY tsmith 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 JD Legal Description: Thornbrooke Phase according to the plat thereof, as recorded in Plat Book_Page?v-7/ of the public records of Seminole County, Florida. Addresses : 51 X V •e' rO 5-{- CQ L P_ Sanford FL 2. General description of improvements : Single Family Home 3. Owner information : Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751 4. Fee Simple Title Holder: N.A. 5. Contractor name and address: Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751 6. Surety: N.A. 7. Lender: N.A. 8. Persons within the State of Florida designated by the Owner upon whom notices or other documents may be served as provides by 713.13(1)(a)7., Florida Statutes: N.A. 9. In addition to himself , Owner designates the following to receive a copy of the Lienor's Notice as provided in 713.13(1)(b), Florida Statutes. N.A. 10. Expiration date of notice of commencement: One year from the date of recording. WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT `., :'.` • o 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 MUS BE o a o RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTENT TO OBTAIN FINANCING, CONSUV a YOUR LENDER OT ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. a =: U 711. Date Signed : Signature of Owner's Agent: 41 hn Asa Wright Taylor Morrison of Florid c. Sworn to and subscribed before me this by John Asa Wright o ' nally known to me. Dkoo- Notary Public DA Clark I OfF20% My commission expires: 6/27/19 « ,e7f, 19 Serial No. FF 209108 NAgry Signature: #&i BNomN I?- 2 yL/3 When Buildings Talk, We Listen. FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: n / Builder Name: /G/ /Yr _/ l' i// Street: 17 Ta Ad 904ec Permit Office: l{j%0%(/ City, State, Zip: Q% G 3 7 Permit Number: Design Location: 0 Jurisdiction: Square Feet:8 Conditioned Volume: Envelope Leakage Test Results Single Point Test Data: HOUSE PRESSURE: FLOW: a ' Leakage Character' ics Pass El FailCFM (50): ACH(50): _J 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 parry. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be 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.__ _ _ _`1 SIGNATUREk:L/ PRINTED NAME: Eric Goodwell DATE: -/ Where required by the code official, testing shall be conducted by an approved third -party. A written report of the test results shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: Testing was conducted in accordance with ANSI/RESNET/ICC 380 to meet the 2017 residential energy code. Florida Buildinq Code Duct Leakage Results Builder: LazL/0%- M& Neighborhood: Ll//rye/ Lot#:A'Fa Address: City: 4 State: G- Permit M Square Footage: Stage of Construction for Test Rough in with Air Handler 1:1 Rough in no Air Handler QPost Construction Duct Leakage Test Results: /ru Duct Leakage percent requirement: % System CFM25 Square Foota a Duct Leakage CFM/100s ft. Location Pass or Fail 77 e IT / 71 2 z 3 4 5 Rating Company: SkyeTec® Rater Name: Eric Goodwell Rater Signature: Fail Inspection Date: a ///E WeTe The Energy Code Experts 9570 Regency Square Blvd. Suite 410 Jacksonville, FL 32225 Phone: 904.482.4000 1 1.866.SKYETEC www.SkyeTec.com 1 BPIy= ID#:5 59889 r -O whoaassucc s-sfully-omplefe=a..comprelensie eval-atop=:anclisTa=certified: ra Wit Lam as '.of imO 16:; 2017..::....__ 7: J _ Fxpires.6/j6y2020' Chief&&utive.Ofcer- r Bruce DeMairie•,•" er cer P B:UTD::I:N:G...E:R:F:O:It1Vi:A:N-C'E- :I 1 STI.TU:T=: ::i:1A,. C_: _ i CITY OF SANFORD L F., ` j MAY 2 2018 BUILDING & FIRE PREVENTION PERMIT APPLICATION 1 Application No: I? -2 _443> Documented Construction Value: $ 41M 7-91-0-67.P' Job Address: Cg. Historic District: Yes No Parcel ED: !'' 9-30- 510 -0000- 930 0 Residential R Commercial Type of Work: New El Addition Alteration Repair Demo Change of Use Move Description of Work: NEW SINGLE FAMILY HOME - THORNEBROOK PHASE T LOT NUMBER: 236 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: Street: 151 SOUTHHALL LANE # 200 City, State Zip: MAITLAND FL 32751 Name: Fax: 407-257-6940 State License No.: CBC1257462 Architect/Engineer Information Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: NIA Mortgage Lender: N/A Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 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: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. s S)PIature of Owner/Agent Date TAYLOR MORRISON OfOFLORIDA INC Print Owner/Agent's Na A,04/0 -,12-4 J ---- Signature of N to of Florida L5ate Z*,+ D. A. CLARK MY COMMISSION I FF 2DO108 or EXPIRES: June 27, 2019 aR lionOediNultod dNobrySenloes Owner/Agent is ](FB Personally Known to Me or Produced ID N/A Type of ID ZZ /, C:: Y2/l- Si ature of Contractor/Agent Date JOHN ASA WRIGH Print Contractor/Age 's Signature of N -tate of Florida Date My =411SSION I FF 2M06 EXPIRES: June 27, 2019dant! BabedlAn&gpetNobrYSarlxl Contractor/Agent is YES Personally Known to Me or Produced ID NIA— Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building© Electrical [D Mechanical [a Plumbing© Gas Roof Construction Type: J S, Occupancy Use: R.3 Flood Zone: *6 NTTA,C.:tt'V Total Sq Ft of Bldg: Z6&4'2 Min. Occupancy Load: 1 r-1 of Stories:?— ENGINEERING: tories•Z New Construction: Electric - # of Amps t Sp Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No 0 # of Heads APPROVALS: ZONING: kk Z U9 1-1 0 UTILITIES: COMMENTS: ENGINEERING: tXr-L -t FIRE: Ok to construct single family home with setbacks and impervious area shown on plan. 41 A *lo "- CaP+t\A, , C -r( - VS Fire Alarm Permit: Yes No ED WASTE WATER: BUILDING: 41r L-Zo-tt> Revised: June 30, 2015 Permit Application t „4J CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: g— a24q 3 Documented Construction Value: S 161161 Job Address: -5 T'' ?--eo( P a"Se L6. h-4*-- Historic District: Yes No Parcel ID:. - 9 -30 -SIO -0000-9300 Residential R Commercial Type of Work: New 0 Addition Alteration Repair Demo Change of Use[] Move Description of Work: NEW SINGLE FAMILY HOME - THORNEBROOK PHASE `T LOT NUMBER: a36 Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: MrIMMIT11TROM0 =11=711M 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: City, St, Zip: Bonding Company: NIA Address: Fax: E-mail: Mortgage Lender: NIA 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: 51b Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 44 Z'. = ' 5 -12 (It P - Si ature of Owner/Agent Date TAYLOR MORRISON Q FLORIDA INC Print Owner/Agent's N Signature of Ndjfw4gie of Florida to W COMMISSION 0 FF 209108 EXPIRES: June 27,2019 a Badedl uuBodpetNobrySenkes Owner/Agent is yf& Personally Known to Me or Produced ID N/A Type of ID 4 L-:: I -2 z« Si ture of Contractor/Agent` Date JOHN ASA WRIGH; 0 Print Contractor/Agee 's Signature of—N—'tate of Florida Date MYCOMIS5 OWFF209108 EXPIRES: June 27.2M9 and BaidtdibruBudgetNobrySeMxt Contractor/Agent is YES Personally Known to Me or Produced ID -N4A 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 APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads Fire Alarm Permit: Yes No UTILITIES: & 4-7 WASTE WATER: FIRE: BUILDING: Revised: lune 30, 2015 Permit Application SXRFORD 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: 572 Red Rose Lane Property Owner: Taylor Morrison of Florida, Inc. Parcel identification Number: 21-19-30-510-0000-2300 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: N 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 'A', the best available information used to determine the base flood elevation is: BP# 18-2443 Reviewed by: Michael Cash, CFM Date: June 14, 2018 9PD Application for Right -of -Way Use for Driveway, Walkway & Landscape R,9 Department of Planning & Development Services1877 — www.s nfordn.gov 300 North Park Avenue, Sanford, Florida 32771 Phone: 407.688.5140 Fax: 407.688.5141 This permit authorizes work to be done in the City of Sanford's right-of-way in accordance with the City's regulations and the attached construction plans approved as part of this permit. It does not approve any work within any other jurisdiction's right-of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the size and location oof/the existing ri`g/ht-of-w/a y.and use shallbeprovided or application could be delayed. i/v 1/1'War. O & 130IllwC.mvEHo Calleetaeyououdl4 1. Project locatlon/Address: -e-fil OAC' W. -Ce 2. Proposed Activity: "07Driveway Walkway Other: 3. Schedule of Work: Start Date C v c, / WR. Date 0 Emergency Repairs 4. Brief Description of Work: i^!R` WA 7 j9W NS s7 R. 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 installation/improvement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford Insofar as such facilities are in the public rightof-way. If the Requestor does not continuously maintain the Improve- ment and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestor's expense and, if necessary, file a lien on the Requestoes property to recover costs of restoration. To the fullest extent permitted by law. Requestor agrees to defend, indemnity, and hold harmless the City, its oouncilpersons, agents, servants, or employees appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or Injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attomeys 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 Citys right-of-way. I have read and understand the above statement and by signing this application I agree to its terms. I hereby understand and agree to pay all city fees related to this application as required by the city's adopted Fee Resolution. Signature: Date: This perinit shall be posted on the site during construction. Please call 407.688.6080, Ext. 6401.24 hours In advance to schedule a pre -pour Inspection. IPre -pour Inspection by: . Date: I sepcemoer zofo ROW Use Ddvewsy.pd1 SCPA Parcel View: 21-19-30-510-0000-2300 T - Parcel Information http://parceldetai l.scpafl.org/Parce] Detai I I n fo.aspx?PI D=2 1 1 9305 1 00... Prol2eEW Record Card Parcel: 21-19-30-510-0000-2300 Property Address: 572 RED ROSE LN SANFORD, FL 32771 Parcel 21-19-30-510-0000-2300 Owner(s) TAYLOR MORRISON OF FL INC Property Address 572 RED ROSE LN SANFORD, FL 32771 Mailing 151 SOUTHALL LN STE 200 MAITLAND, FL 32751 Subdivision Name I THORNBROOKE PHASE 4 Tax District I S1-SANFORD DOR Use Code 00 -VACANT RESIDENTIAL Exemptions 6 57.97 40 40 40 40 s 228 229 230 231 232 233 a 32 4 35.16 Legal Description LOT 230 THORNBROOKE PHASE 4 PB 81 PGS 70-71 Taxes Taxing Authority County General Fund Schools i City Sanford SJWM(Saint Johns Water Management) County Bonds Seminole County GIS Assessment Value Value Summary Valuation Method Number of Buildings Depreciated Bldg Value Depreciated EXFT Value Land Value (Market) Land Value Ag Just/Market Value " Portability Adj Save Our Homes Adj Amendment 1 Adj P&G Adj Assessed Value 2018 We Values Cost/Ma 0 40,000 40,000 0 0 0 40,000 Tax Amount without SOH: 2017 Tax Bill Amount Tax Estimator Save Our Homes Savings: Does NOT INCLUDE Non Ad Valorem Sales Exempt Values 40,000 0 40,000 0 40,000 0 40,000 0 40,000 0 Sales Description Date 1 Book J— -- Page Amount Qualified No Sales I of 2 5/25/2018, 12:48 PM REQUIRED INSPECTION SEQUENCE TAYLOR MORRISON SFR -DETACHED Permit # BUILDING PERMIT Max Inspection Description Min Max Inspection 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 ELECTRICAL PERMIT Max Inspection Description Min Max Inspection Description 10 Electric Underground 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final 1VIECHA NICAUPERMIT: Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final FORM R405-2017 RECORD Copy FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot230ThornbrookeCaptiviaGLS Street: 572 Red Rose Lane Builder Name: Tayllorrrisgr o' Permit Office: S IBUILO, City, Slate, Zip: Sanford , FL , 32771 Permit Number: L SANFOA,O Owner: Jurisdiction: 651500 Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2 O 1. New construction or existing New (From Plans) 9. Wall Types (2548.2 sqft.) rvw Insulation rea 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1233.00 ft' b. Concrete Block - Int Insul, Exterior R=4.1 1095.10 ft' 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 220.11 h' 4. Number of Bedrooms 3 d. N/A R= ft' 10. Ceiling Types (1163.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=38.0 1163.00 h7 6. Conditioned floor area above grade (h') 1989 b. N/A R= ft' Conditioned floor area below grade (h') 0 c. N/A R= ft' 11. Ducts R h' 7. Windows(337.4 sqh.) Description Area a. Sup: Attic, Rat, Main, AH: Main 6 397.8 a. U -Factor: Dbl, U=0.34 273.38 h' SHGC: SHGC=0.31 b. U -Factor: Dbl, U=0.58 64.00 h' 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.32 a. Central Unit 34.2 SEER:15.00 c. U -Factor: N/A fl' SHGC: 13. Heating systems kBtu/hr Efficiency d. U -Factor: N/A h' a. Electric Heat Pump 32.8 HSPF:8.50 SHGC: Area Weighted Average Overhang Depth: 3.158 h. Area Weighted Average SHGC: 0.312 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (1163.0 sqft.) Insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation R=0.0 1157.00 h' b. Conservation features b Floor over Garage R=19.0 6.00 ft' None c. N/A R= ft' 15. Credits Pstat Glass/Floor Area: 0.170 Total Proposed Modified Loads: 59.78 PASSTotalBaselineLoads: 63.09 1 hereby certify that the plans and specifications covered by Review of the plans and P'oll's SN, this calculation are in compliance with the Florida Energy specifications covered by this y0 _ Code. calculation indicates compliance AOS, y +, '' _ `,' 0 with the Florida Energy Code. r+„ " :;;`' O PREPARED BY: Before construction is completed DATE: __5/_1.6/`1.8___.__ this building will be inspected for V - - A compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. CODwiththeFloridaEnergyCode. OWNER/AGENT:_,_/ We BUILDING OFFICIAL: DATE: J DATE: 6-Zckzx00 Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). 5/16/2018 12:45 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2017 5/16/2018 12:45 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4 PROJECT Title: Building Type: Owner Name: of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: Lot230ThornbrookeCaptiviaG Bedrooms: 3 User Conditioned Area: 1989 Total Stories: 2 1 Worst Case: No Taylor Morrison Rotate Angle: 0 Cross Ventilation: No 691500 Whole House Fan: No Single-family New (From Plans) Address Type: Lot # Block/Subdivision: PlatBook: Street: County: City, State, Zip: Street Address 572 Red Rose Lane Seminole Sanford , FL , 32771 CLIMATE Design Location Design Temp TMY Site 97.5% 2.5% Int Design Temp Heating Design Daily Temp 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 1989 18298.8 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 1989 18298.8 Yes 4 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R -Value Area Joist R -Value Tile Wood Carpet 1 Floor over Garage Main --- -_- 2 Slab -On -Grade Edge Insulatio Main 117.3 ft 0 6 ft° 1157 ft° 19 0 0 1 034 0 0.66 ROOF V # Type Roof Gable Roof Materials Area Area Color Solar Absor. SA Emitt Tested Emill Deck Pitch Tested Insul. (deg) 1 Gable or Shed Composition shingles 1301 R= 292 1`17 Medium 0.85 N 0.85 No 0 26.6 ATTIC J# Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1163 ft' N N CEILING Ceiling Type Space R -Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 38 Blown 1163 ft' 0.11 Wood 5/16/2018 12:45 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2017 5/16/2018 12:45 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Omt To Wall_Type __ Space R_Value-El-In-Et-In Area-R_Value-Eraction_Absor._Grade%_ 1 E Exterior Frame - Wood Main 13 38 6 9 0 346.5 ft' 0 0.23 0.6 0 2 E Exterior Concrete Block - Int Insul Main 4.1 38 6 9 4 359.3 ft' 0 0 0.6 0 3 SE Exterior Concrete Block - Int Insul Main 4.1 3 11 9 4 36.6 ft' 0 0 0.6 0 4 S Exterior Frame - Wood Main 13 30 0 9 0 270.0 ft' 0 0.23 0.6 0 5 S Exterior Concrete Block - Int Insul Main 4.1 6 6 9 4 60.7 ft' 0 0 0.6 0 6 W Exterior Frame - Wood Main 13 38 6 9 0 346.5 ft' 0 0.23 0.6 0 7 W Exterior Concrete Block - Int Insul Main 4.1 38 6 9 4 359.3 ft' 0 0 0.6 0 8 N Exterior Frame - Wood Main 13 30 0 9 0 270.0 ft' 0 0.23 0.6 0 9 N Exterior Concrete Block - Int Insul Main 4.1 29 11 9 4 279.2 ft' 0 0 0.6 0 10 Garage Frame - Wood Main 13 23 7 9 4 220.1 ft' 0 0.23 0.01 0 DOORS Omt Door Type Space Storms U -Value Width Height Area Ft In Ft In 1 Wood Main None 25 2 7 8 20.7 ft' 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 E 1 Vinyl Low -E Double Yes 0.34 0.31 N 6.0 ft' 1 ft 0 in 1 ft 8 in None Exterior 5 2 E 2 Vinyl Low -E Double Yes 0.34 0.31 N 9.0 ft' 1 ft 0 in 12 ft 4 in None Exterior 5 3 S 4 Vinyl Low -E Double Yes 0.34 0.31 N 8.0 ft' 1 ft 0 in 1 ft 8 in None Exterior 5 4 S 4 Vinyl Low -E Double Yes 0.34 0.31 N 15.0 ft' 1 ft 0 in 1 ft 8 in None Exterior 5 5 W 6 Vinyl Low -E Double Yes 034 0.31 N 45.0 ft' 1 ft 0 in 1 ft 8 in None Exterior 5 6 W 7 Vinyl Low -E Double Yes 0.34 0.31 N 38.5 ft' 1 ft 0 in 12 ft 4 in None Exterior 5 7 N 8 Vinyl Low -E Double Yes 0.34 0.31 N 30.0 ft' 1 ft 0 in 1 ft 8 in None Exterior 5 8 N 8 Vinyl Low -E Double Yes 0.34 0.31 N 40.0 ft' 1 ft 0 in 1 ft 8 in None None 9 N 9 Metal Low -E Double Yes 0.58 0.32 N 64.0 ft' 9 ft 0 in 0 ft 0 in None None 10 N 9 Vinyl Low -E Double Yes 0.34 0.31 N 57.8 ft' 1 ft 0 in 12 ft 4 in None Exterior 5 11 SE 3 Vinyl Low -E Double Yes 0.34 0.31 • N 24.0 ft' 10 ft 0 in 0 ft 6 in None Exterior 5 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 451 ft' 451 ft' 64 It 8 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000409 2134.9 117.2 220.41 3678 7 5/16/2018 12:45 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2017 5/16/2018 12:45 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 4 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:8.5 32.8 kBlu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 15 34.2 kBtu/hr cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use Se1Pnt Conservation 1 Electric None Garage 0.95 50 gal 62.3 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert Company Name System Model # Collector Model Area Volume FEF None None ft' DUCTS V-- Supply -- Return -- Air CFM 25 CFM25 HVAC # Location R -Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 397.8 ft Main 99.45 ft Default Leakage Main Default) (Default) 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling[]] Healin Jan H Feb Mar Jan Feb Mar r Apr jj Apr j Ma [X] Jun rX Jul May [ ] Jun j ] Jul rX AuglX] j ] Au[ Se SeP j ] Oct Oct Nov Nov j ] Dec X] Dec Vei [ jll Jan Feb X Mar Apr [[ May [) Jun [) Jul Aug Se XJ Oct X Nov j Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 5/16/2018 12:45 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 95 The lower the EnergyPerformance Index, the more efficient the home. 572 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=13.0 1233.00 ft' b. Concrete Block - Int Insul, Exterior R=4.1 1095.10 ft' 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 220.11 ft' 4. Number of Bedrooms 3 d. N/A R= ft' 10. Ceiling Types Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=38.0 1163.00 ft' 6. Conditioned floor area (ft') 1989 b. N/A R= ft' 7. Windows" Description Area c. N/A R= ft' a. U -Factor: Dbl, U=0.34 273.38 ft' 11 .Ducts a Sup: Attic, Ret: Main, AH: Main R ft' 6 397.8 SHGC: SHGC=0.31 b. U -Factor: Dbl, U=0.58 64.00 ft' SHGC: SHGC=0.32 12. Cooling systems kBtu/hr Efficiency c. U -Factor: N/A ft' a. Central Unit 34.2 SEER:15.00 SHGC: d. U -Factor: N/A fN SHGC: 13. Heating systems kBtu/hr Efficiency a. Electric Heat Pump 32.8 HSPF:8.50 Area Weighted Average Overhang Depth: 3.158 ft. 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 1157.00 ft: a. Electric EF: 0.95 b. Floor over Garage R=19.0 6.00 ft' c. N/A R= ft' b Conservation features 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: O Z1iE STq? F COD WE Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 5/16/2018 12:45 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 DEL -AIR Manual S Compliance Report HUMD • °0t C0ND1°0M°1e Entire House DEL AIR HTG, A/C & REFRIG. INC 531 CODISCO WAY, SANFORD, FL 32771 Phone 407.333.2665 Fax 407.333.3853 Web: WWW.DELAIR.COM For: Taylor Morrison 572 Red Rose Lane, Sanford, FL 32771 Job: Lot2301rhornbrookeCapt... Date: June 14,2014 By: RH Design Conditions Equipment type: Split ASH Manufacturer: Outdoor design DB: 92.4°F Sensible gain: 23600 Btuh Entering coil DB: 75.7°F Outdoor design WB: 76.3°F Latent gain: 4485 Btuh Entering coil WB: 62.8°F Indoor design DB: 75.0°F Total gain: 28085 Btuh Indoor RH: 50% Estimated airflow: 1140 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASH Manufacturer: Lennox Model: 14HPX-036-230-21+CBA27UHE-036-230'++TDR Actual airflow: 1140 cfm Sensible capacity: 27116 Btuh 115% of load Latent capacity: 4513 Btuh 101% of load Total capacity: 31629 Btuh 113% of load SHR: 860/6 Design Conditions Outdoor design DB: 41.9°F Heat loss: 23359 Btuh Entering coil DB: 69.8°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-036-230-21+CBA27UHE-036-230'++TDR Actual airflow: 1140 cfm Output capacity: 32162 Btuh 138% of load Capacity balance: 33 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1140 cfm Output capacity: 0 kW 0% of load Temp. rise: 0 OF Meets all requirements of ACCA Manual S. wrightsoft" 2018 -May -16 12:51:47 A •. w • .h. .. , Right•SuileO Universal 2018 18.0.13 RSU24011 Page 1 okeCaptiviaGLS\Lot230ThombrookeCapliviaGLS.rup Cale - MJ8 House laces, S DEL-AIR Component Constructions Job: Lot230ThornbrookeCapt'... Date: June 14,2014 I°Ne-MlCONKnom° Entire House By: RH 2.81 562 DEL AIR HTG, A/C & REFRIG. INC 341 0.091 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407.333.2665 Fax 407.333.3853 Web WWW.DELAIR.COM 2.56 871 2.81 Project• • s 247 For: Taylor Morrison 2.56 632 2.81 572 Red Rose Lane, Sanford, FL 32771 W 302 0.091 Design Conditions 2.56 771 Location: Indoor: Heating Cooling Orlando Intl AP, FL, US Indoor temperature (°F) 70 75 Elevation: 105 It Design TD (°F) 28 17 Latitude: 280N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 1.3 46.6 Dry bulb (°F) 42 92 Infiltration: 5.65 1971 Daily range (°F) 17 ( M) Method Simplified 12 Wet bulb (°F) 76 Construction quality Average 66 Wind speed (mph) 15.0 7.5 Fireplaces 0 60 Construction descriptions or Area U -value Insul R Hig HTM Loss Clg HTM Gain M Bluh/IP•-F M•-F/BWh BtuhM? Stuh 81uh1tta Btuh Walls 12C-Osw: Frm wall, stucco ext, 3/8" wood shth, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood Irm, 16" o.c. stud 13A-2ocs: Blk wall, stucco ext, r-2 ext bd ins, 8" thk, 1/2" gypsum board int tnsh Partitions 12C-Osw: Frm wall, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood Irm, 16" o.c. stud n 200 0.091 13.0 2.56 511 2.81 562 e 341 0.091 13.0 2.56 871 2.81 957 s 247 0.091 13.0 2.56 632 2.81 694 W 302 0.091 13.0 2.56 771 2.81 847 all 1089 0.091 13.0 2.56 2785 2.81 3060 n 158 0.201 0 5.65 890 4.29 676 e 349 0.201 0 5.65 1971 4.29 1497 se 12 0.201 0 5.65 66 4.29 51 s 60 0.201 0 5.65 341 4.29 259 w 321 0.201 0 5.65 1811 4.29 1376 all 899 0.201 0 5.65 5080 4.29 3860 198 0.091 13.0 2.56 507 1.72 342 Windows 2A-2ov: 2 glazing, Or low -e ouir, air gas, vnl Irm mat, clr innr, 1/4" gap, n 1/8" thk; NFRC rated (SHGC=0.31); 1 ft overhang (5 it window ht, 1.67 n ft sep.); 6.67 it head ht s 30 W 0 all 2A-2omd: 2 glazing, Or low -e ouir, air gas, mil no brk Irm mat, clr innr, n 1/4" gap, 1/8" thk: NFRC rated (SHGC=0.32), 9 ft overhang (8 ft 40 window ht, 0 it sep.); 6.67 it head ht 0 2A-2ov: 2 glazing, Or low -e ouir, air gas, vnl Irm mat, clr innr, 1/4" gap, n 1/8" thk; NFRC rated (SHGC=0.31); 1 it overhang (6.25 ft window ht, w 12.33 ft sep.); 6.67 ft head ht all 2A-2ov: 2 glazing, Or low -e ouir, air gas, vnl Irm mat, clr innr, 1/4" gap, e 1/8" thk; NFRC rated (SHGC=0.31); 1 it overhang (3 ft window ht, 1.67 12.8 It sep.); 6.67 It head ht 45 2A-2ov: 2 glazing, Or low -e ouir, air gas, vnl frm mat, clr innr, 1/4" gap, e 1/8" thk; NFRC rated (SHGC=0.31); 1 it overhang (4.2 it window ht, 430 12.33 it sep.); 6.67 It head ht 1606 30 0.340 0 9.55 287 12.4 372 40 0.340 0 9.55 382 12.4 496 15 0.340 0 9.55 143 12.8 192 45 0.340 0 9.55 430 35.7 1606 130 0.340 0 9.55 1242 20.5 2666 64 0.580 0 16.3 1043 16.8 1074 58 0.340 0 9.55 552 12.4 717 39 0.340 0 9.55 368 35.7 1376 96 0.340 0 9.55 921 21.7 2093 6 0.340 0 9.55 57 35.7 214 9 0.340 0 9.55 87 35.7 325 Fk wrightsoft- 2018 -May -1612:51,47 Right-Suile® Universal 2018 18.0. 13 RSU24011 Page 1 okeCaptiviaGLSkLol230ThornbrookeCaptiviaGLS rup Calc . MJ8 House laces S 10C -v: 2 glazing, clr low -e oulr, air gas, vnl Irm mat, clr innr, 1/4" gap, se 25 0.340 0 1/8" thk; NFRC rated (SHGC=0.31); 10 It overhang (8 it window ht, 0.5 R sep.); 6.67 R head ht 2A-2ov: 2 glazing, clr low -e outr, air gas, vnl frm mat, clr innr, 1/4" gap, s 8 0.340 0 1/8" thk: NFRC rated (SHGC=0.31); 1 ft overhang (4 ft window ht, 1.67 R sep.); 6.67 ft head ht Doors 11 D0: Door, wd sc type n 22 0.390 0 Ceilings 16B-38ad: Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 1/2" 1163 0.026 38.0 gypsum board int Insh Floors 2OP-191: Flr floor, wd flr, 1" Ihkns, r-19 ext ins, gar ovr 6 0.050 19.0 22A-tpl: Bg floor, light dry soil, on grade depth 117 0.989 0 At wright[soft` Right -Suite® Universal 2018 18.0 13 RSU24011 ACC.okeCapliviaGLS\Lot230ThornbrookeCaptiviaGLS.rup Calc = MJ8 House laces: S 9.55 236 8.68 214 9.55 76 12.5 100 11.0 241 11.9 261 0.73 850 1.40 1632 1.40 9 0.70 4 27.8 3258 0 0 2018 -May -16 12:51:47 Page 2 1 DEL -AIR Project Summary Job: Lot230ThornbrookeCapt... 1 7 Date: June 14,2014 HUMO-=C0=M=G Entire House By: RH DEL AIR HTG, A/C & REFRIG. INC 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407.333.2665 Fax: 407.333.3853 Web: WWW DELAIR.COM For: Taylor Morrison 572 Red Rose Lane, Sanford, FL 32771 Notes: LS 3/16/18 JA LS 4/12/18 JA LS 5/16/18 JA Weather: Orlando Intl AP, FL, US Winter Design Conditions Outside db 42 OF Inside db 70 OF Design TD 28 OF Heating Summary Structure 21751 Btuh Ducts 1608 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 23359 Btuh Infiltration Method Construction quality Fireplaces Simplified Average 0 Heating Cooling Area (ft2) 1989 1989 Volume (ft3) 20884 20884 Air changes/hour 0.50 0.26 Equiv. AVF (cfm) 174 90 Heating Equipment Summary M Make Lennox Relative humidity Trade LENNOX Model 14H PX -036-230-21 47 AHRI ref 10258589 Sensible Cooling Equipment Load Sizing Summer Design Conditions Outside db 92 OF Inside db 75 OF Design TD 17 OF Daily range M 32800 Btuh @ 47°F Relative humidity 50 Moisture difference 47 gr/Ib Sensible Cooling Equipment Load Sizing Structure 20881 Btuh Ducts 2719 Btuh Central vent (0 cfm) 0 Btuh none) cfm/Btuh Static pressure Blower 0 Btuh Use manufacturer's data Rate/swing multiplier 1.00 Equipment sensible load 23600 Btuh Latent Cooling Equipment Load Sizing Structure 3857 Btuh Ducts 628 Btuh Central vent (0 cfm) 0 Btuh none) Heating output 32800 Btuh @ 47°F Equipment latent load 4485 Btuh Equipment Total Load Sen+Lat) 28085 Btuh Req. total capacity at 0.75 SHR 2.6 ton Cooling Equipment Summary Make Lennox Trade LENNOX Cond 14HPX-036-230-21 Coil CBA27UHE-036-230'++TDR AH R I ref 10258589 Efficiency 8.5 HSPF Efficiency 12.5 EER, 15 SEER Heating input Sensible cooling 25650 Btuh Heating output 32800 Btuh @ 47°F Latent cooling 8550 Btuh Temperature rise 26 OF Total cooling 34200 Btuh Actual air flow 1140 cfm Actual air flow 1140 cfm Air flow factor 0.049 cfm/Btuh Air flow factor 0.048 cfm/Btuh Static pressure 0.30 in H2O Static pressure 0.30 in H2O Space thermostat Load sensible heat ratio 0.84 Capacity balance point = 33 OF Backup: Input = 0 kW, Output = 0 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- 2018 -May -1612:51:47 Right-Su4eO Universal 2018 18.0.13 RSU24011 Pae 1 ACCK ..okeCaptiviaGLS\Lot23OThornbrookeCaptiviaGLS.rup Calc - MJ8 House faces: S g INDEL--AIR Right -J® Worksheet 111" -M00rm" IMM Entire House DEL AIR HTG, A/C & REFRIG. INC 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333.2665 Fax. 407-333-3853 Web: WWW.DELAIR.COM Job: Lot230ThornbrookeCaptivia... Date: June 14,2014 By: RH 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area Entire House 254.3 It 9.2 It d 2279.6 IIT Family/Great rm 32.0 11 9.3 11 heaYcool 15.0 x 17.0 It 255.0 Ile Ty Construction number U -valueBIuWIlx-•F) Or HTM BtulVlt9 Area (II2) or perimeter (It) Load BI h) Area 019 or perimeter (It) Load Bluh) Heat Cod Gross N/P/S Heat Cod Gross WP/S Heat Cod 6 11 Vj/ 1{----rCi I-2 12C-Osw 2A-2ov 2B -21v 13A-2ocs - 2A-2omd 2A-2ov 0.091 0.340 0.340 0.201 0.580 0.340 n n n _ n n n 2.56 9.55 9.55 5.65 16.30 9.55 2.81 12.40 12.40 270 30 40 200 0 0 511 287 382 562 372 496 676 1074 717 0 0 0 0 0 0 76 0 0 0 0 0 429 1043 0 0 0 0 326 1074 0 4.29 16.79 12.40 279 64 58 158 0 0 890 1043 552 140 64 0 Vj/ V --f 12C-Osw 2A-2ov _ 0.091 0.340 a e 2.56 9.55_35.69 2.81 347 6 341 0 871 7 957 214 0 0 0 0 0 0 0 0 V G 13A-2ocs 2A-2ov 0.201 0.340 a a 5.65 9.55 4.29 35.69 358 9 349 0 1971 87 1497 325 0 0 0 0 0 0 0 0 v G Vy 1_- GG 13A-2ocs 10C -v _ _._ 12C-0sw 2A-2ar 2A-2ov 0.201 0 AQ se 5.65 K 4.29 0-0 36 12 49 66 23& 632 76 143 51 214 694 100 192 0 0 0 U 0 0 0 0 9 0 0 0.091 0.340 0.340 s s s 9 2.56 9.55 9.55 281 12.50 12.78 270 8 15 247 15 22 0 0 0 0 0 0 0 0 0 W Vy C' 13A-2ocs 0.201 s 5.65 4.29 60 60 341 771 430 259 847 1606 0 0 0 0 12C-Osw 2A -2.v 0.091 0 340 w w 2.56 9.55 2.81 35.69 347 45 302 0 0 0 0 0 0 0 0 0 13A-2ocs 2A-2ov 0.201 0.340 w w 5.65 9.55 4.29 35.69 359 39 321 0 1811 W 1376 1376 159 0 159 0 896 0_ 681 0 P -- 12C-Osw 11DO 0.091 0.390 n 2.56 10.96 1.72 11.88 220 221 198 22 507 241 342 261 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0.73 1.40 1163 1163 850 1632 0 0 0 F 2OP-191 0 050 1.40 0.70 6 6 9 4 0 0 0 0 F 22A -Id 0.989 27.79 0.00 1157 117 3258 0 255 32 889 0 6 c) AED excursion 357 145 Envelope loss/gain 16392 16203 3257 1936 12 a) Infiltration b) Room ventilation 5359 0 1726 0 688 0 221 0 13 Internal gains: Occupants @ 230 Appliances/other 5 1150 1802 3 690 0 Subtotal (lines 6 to 13) 21751 20881 3945 2848 14 15 Less external load0 Less transfer Redistribution Subtotal Duct loads 1 7% 131/6 0 0 21751 1608 0 0 0 20881 2719 0"/o O% 0 0 0 3945 0 0 0 0 2848 0 Total room load Air required (clm) 23359 1140 23600 1140 3945 1 193 2848 138 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrlghts4!tn- 2018 -May -16 12.51.47 Right -Suite® Universal 2018 18.0.13 RSU24011 Page 1 okeCaptiviaGLS%Lol230ThornbrookeCapliviaGLS rup Calc = MJ8 House laces- S RDEL--AIR Right -J® Worksheet Entire House DEL AIR HTG, A/C & REFRIG. INC 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333.3853 Web WWW.DELAIR.COM Job: Lot230ThombrookeCaptivia... Date: June 14,2014 By: RH 1 2 3 4 5 m mRoonae Exposed wall Room height Room dimensions Room area Master bdrm 29.5 It 9.3 It heat/cool 15.0 x 14.5 it 217.5 f17 M.Bth 11.5 It 9.3 it heat/cool 1.0 x 96.8 it 96.8 It7 Ty Construction number U -valueBluWfl2-•F) Or HTM BI fig Area (I12) or perimeter (1t) Load BI h) Area (II2) or perimeter (11) Load Bluh) Heat Cod Gross N/P/S Heal Cod Gross N/P/S Heal Cod 6 11 V(! I CG Vy GLt 12C•Osw 2A•2ov 28-21v 0.091 0.340 0.340 n n n 2.56 9.55 9.55 5.65 16.30 955 2.81 12.40 1_2.40 0 0 0-0-0- 0 0 0 0 0 0 0 351 0 717 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A-2ocs 2A•2omd 2A•2ov 0.201 0.580 0340 n n n 4.29 16.79 12.40 140 0 58 82 0 0 461 0 552 0 0 0 0 0 0 0I- 0 0 V/ VLC 12C-0sw 2A•2ov 0.091 0.340 a a 2.56 9.55 2.81 35.69 0 0 0 0 0 762 0 0 0 579 0 0 0 0 0 0 0 0 0 VN I -G 13A-2ocs 2A-2ov 0.201 0.340 a a 5.65 9.55 4.29 35.69 135 0 135 0 107 0 107 0 604 0 459 0 Vjl L_-(( 13A•2ocs OC -v 0.201 0-0 se se 5.65 9- 55 2.56 9.55 9.55 4.29 X68 2.81 12.50 12.78 0 0_ 0 0 0 0 0 0 0_ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12C-0sw 2A-2ov 2A -ZDV 0.091 0.340 0.340 s s s 0 0 0 0 0 0 0 0 0 0 0 0 W 13A-2ocs 0.201 s 5.65 4.29 0 0 0 0 0 0 0 0 t -G 12C-0sw 2A -2w 0.091 0.340 w w 2.56 9.55 281 35.69 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 t -G 13A•2ocs 2A-2ov 0.201 0.340 w w 5.65 9.55 4.29 35,6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 P 12C-0sw 11 DO 0.091 0.390 n 2.56 10.96 1.72 11.88 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 1 ,%W 0. 0.73 1.40 0 0 0 0 0 0 0 0 F 2OP•191 0.050 1.40 0.70 0 0 0 0 0 0 0 0 F 226-1 0.989 27.79 0.00 21 30 820 0 97 12 32D 0 6 c) AED excursion 101 26 Envelope losstgain 2595 1546 924 433 12 a) Infiltration b) Room verudation 632 0 203 0 246 0 79 0 13 Inlemal gains: Occupants @ 230 Appliances/other 1 230 0 0 1 0 0 Subtotal (lines 6 to 13) 3227 1979 1170 512 14 15 Less external load Less transfer Redistribution Subtotal uct 1 0'/e 0%, 0 0 0 3227 0 0 0 0 1979 0 0% 0% 0 0 0 1170 1 0 0 0 0 512 0 Total room load Air required (clm) 3227 157 1979 96 1170 57 512 25 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigFsls' t'2018 -May -16 Right-Suile® Universal 2018 18.0.13 RSU24011 Page 2 OkeCaptiviaGLS\Lot23OThornbrookeCaptiviaGLS.rup Calc - MJ8 House faces: S I DEL -AIR Right -J® Worksheet Job: Lot230ThornbrookeCaptivla... Entire House Date: June 14,2014 DEL AIR HTG, A/C 8t REFRIG. INC By: RH 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407.333.3853 Web: WWW.DEMR.COM 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area M.Wc 0 If 9.3 It heal/cool 3.5 x 6.5 It 22.8 112 KWIC 0 It 9.3 It heal/cool 10 x 48.0 11 48.0 112 Ty Construction number U -valueBtuWfl2-•F) Or HTM BI 112) Area (I12) or perimeter (It) Load BI h) Area (it) or perimeter (11) Load Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heal Cod 6 Vj/ I -[C 12C•Osw 2A -20v 2B -21v 0.091 0.340 0.340 n n n 2.56 9.55 9 55 2.81 12.40 12.40 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 Vy C I -C; 13A -tors 2A•2omd 2A•2ov 0.201 0.580 0.340 n n n 5.65 16.30 9.55 4.29 16.79 12.40 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 0 0 0 0 0 0 0 0 YY -C 12C Osw 2A-2ov 0.091 0.340 a a 2.56 9.55 2.81 35.69 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 yl C 13A-20cs 2A-2ov 0.201 0.340 a a 5.65 9.55 4.29 35.69 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 yl f W, 13A•2ocs OC•v 0.201 034_0 0.091 0.340 0.340 se se s s s 5.65 9 55_8 2.56 9.55 9.55 4.29 69 2.81 12.50 12.78 0 0 0 0 0 0 0 0 0 0 0 0 0 Q 0 0, 12C-0sw 2A-2ov 2A-2ov 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 13A-20cs 0.201 s 5.65 4.29 0 0 0 0 0 0 0 0 y/ I -C 12C-Osw 2A-2ov 0.091 0.340 w w 2.56 9.55 2.81 35.69 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A•20cs 2A -20y 0.201 0.340 w w 5.65 955 4.29 35.69 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 R D 12C-Osw 11 DO 0.091 0.390 n 2.56 1096 1.72 11.88 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16B-38ad 0. 0.73 1.40 0 0 0 0 0 F 2OP-191 0.050 1.40 0.70 0 0 0 0 0 0 0 0 F 22A-pl 0.989 27.79 0.00 23 0 0 0 0 0 6 c) AED excursion 0 0 Envelope loss/gain 0 0 0 0 12 a) Infiltration b) Room ventilation 0 0 0 0 0 0 0 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 1 0 0 1 Subtotal (lines 610 13) 0 1 0 1 14 15 Less external load Less transfer Redslnbution Subtotal Duct bads 0% 01/6 0 0 0 0 0 0 0 0 1 0 0% 0% 0 0 0 0 0 0 0 0 1 0 Total room load Air reouu¢ I (cfm) 0 0 1 0 0 0 1 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrfgF isoPt 2018 -May -1612:51:47 AM--^ Right-Suile® Universal 2018 18.0.13 RSU24011 Page 3 okeCaptiviaGLS%Lot230ThornbrookeCapliviaGLS rup Calc = MJ8 House laces: S DEL --AIR Right -J® Worksheet 1D1"°-1101 Entire House DEL AIR HTG, A/C & REFRIG. INC 531 CODISCO WAY, SANFORD, FL 32771 Phone, 407.333-2665 Fax: 407.333.3853 Web: WWW.DELAIR COM Job: Lot=ThornbrookeCaplivia... Date: June 14,2014 By: RH 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area Laundry 6.5 11 9.3 It heal/cool 6.5 x 6.5 It 42.3 fie Kitchen 11.4 It 9.3 It heat/cool 10 x 134.4 It 134.4 It2 Ty Construction number U -valueBIuWft2-•F) Or HTM 81 112) Area (II2) or perimeter (II) Load BI h) Area (119 or perimeter (II) Load Btuh) Heat Cod Gross N/P/S Heal cod Gross N/P/S Heat Cod 6 11 Vel II ----GG 12C-Osw 2A-2ov 2B -21v 0.091 0.340 0.340 n n n9.55 2.56 9.55 5.65 16.30 9.55 2.81 12.40 12.40 4.29 16.79 12.40 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0_ 0 0 0 0 0 0 13A-2ocs 2A-2orrd 2A-2ov 0.201 0.580 0.340 n n n 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vy x--13 VN C 12C-Osw 2A_2ov _ 13A-2ocs 2A-2ov 0.091 0.340 0.201 0 340 a 2.56 9.55 2.81 35.69 0 0 0 0 0 0 0 0 0 0 0 0- 0 0 0 0e a a 5.65 9.55 4.29 35.69 60 0 60 0 341 0 258 0 0 0 0 0 0 0 0 0 Vy L-(' v F---( fi 13A-2ocs 10C -v 12C-Osw 2A-2ov 2A-2oy 0.201 0 se 5. 5.65 5 4.29 8_f 0 0 0 0 0 0 0 0_ 0 0 0 0 0 0 0 0.091 0.340 0.340 s s s 2.56 9.55 9.55 2.81 12.50 12.78 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W yI C 13A-2ocs 12C-Osw 2A-2ov 0.201 s 5.65 2.56 9.55 4.29 0 0 0 0 0 0 0 0 0.091 0.340 W w 2.81 35.69 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Y ---GC 13A-2ocs 2A-2ov 0.201 0.340 w w 5.65 9.55 4.29 62 0 0 0 0 0 0 0 0 107 0 107 0_ 606 0 460 0 P L -D 12C-Osw 11 D0 0.091 0.390 n 2.56 10.96 1.72 11.88 0 0 0 0 0 0 0 0 131 0 131 0 335 0 226 0 C 168-38ad 0. 26 0.73 1. 0 0 00 0 0 0 0 F 2OP-191 0.050 1.40 0.70 0 0 0 0 0 0 0 0 F 22A -IDI 0.989 27.79 0.00 42 7 181 0 134 11 317 0 6 c) AED excursion 44 95 Envelope loss/gain 522 216 1258 591 12 a) Infiltration b) Room ventilation 139 0 45 0 247 0 80 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 600 0 0 1200 Subtotal (lines 6 to 13) 661 860 1505 1871 14 15 Less external load Less transfer Redistribution Subtotal Duct bads 0% 01% 0 0 0 661 0 0 0 0 860 0 0"/. 1 01/. 0 0 0 1505 0 0 0 0 1871 0 Total room bad Air required (cIm) 661 32 860 42 15051 731 1871 90 Calculations approved by ACCA to meet all requirements of Manual J 81h Ed. wrigFstsot!' 2018 -May -1612.51 47 Righl-Suite® Universal 2018 18.0.13 RSU24011 Page 4 okeCapliviaGLS%Lo123OThornbrookeCapliviaGLS rup Calc = MJ8 House laces: S DEL -AIR Right -JO Worksheet Entire House DEL AIR HTG, A/C 81 REFRIG. INC 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407.333.2665 Fax: 407.333.3853 Web: WWW.DELAIR.COM Job: Lot230ThornbrookeCaptivia... Date: June 14,2014 By: RH 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area Dining 13.8 It 9.3 It heal/cool 1.0 x 301.3 It 301.3 fly Pwdr 12.5 It 9.3 It heal/cool 6.5 x 6.0 It 39.0 112 Ty Construclion number U -value BtuWfIZOF) Or HTM BI f12) Area (111) or perimeter (II) Load BI h) Area (I12) or perimeter (II) Load Bluh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heal Cod 6 11 Vj/ IL --1C I -G 12C-Osw 2A-2ov 2B -21v 13A-2ocs 2A-2omd 2A-2ov 0.091 0.340 0.340 0.201 0.580 0.340 n n n n n n 2.56 9.55 9.55 5.65 16.30 9.55 2.81 12.40 1.2.40 4.29 16.79 12.40 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vy C 12C-0sw 2A_2ov 0.091 0.340 a a 2.56 9.55 2.81 35. 0 0 6 0 0 0 0 0 00 0 0 0 Y ---G 19A-2ocs 2A-2ov 0.201 0.340 a a 5.65 9.55 4.29 35.69 0 0 0 0 0 0 0 0 56 9 47 0 264 87 200 325 tVy G V+/ 1-(C 13A-2ocs A OC -v_ 0.201 0_W se se 5.65 9_55 2.56 9.55 9.55 4.29 8_60 2.81 12.50 12.78 36 25 12 25 66 51 214 0 0 0 0 0 0 12C-Osw 2A-2ov 2A-2ov 0.091 0.340 0.340 s s s 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 13A-2ocs 0.201 s 5.65 4.29 6 0 0 0 60 60 341 259 Vy LG 12C-Osw 2A-2ov 0.091 0.340 w w 2.56 9.55 2.81 35.69 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A-2ocs 2A-2ov 0.201 0.340 w w 5.65 9.55 4.29 35.69 93 39 55 0 309 368 172 241 235 1376 0 0 0 0 0 0 0 0 P D 12C-0sw 11D0 0.091 0.390 n 2.56 10_96 1.72 11.88 89 22 67 22 116 261 0 0 0 0 0 0 0 0 C 16B -38W 0.026 0.73 140 22 22 16 30 20 20 14 27 F 2OP-191 0.050 1.40 0.70 0 0 0 0 0 0 0 0 F 22A-Ipl 0.989 27.79 0.00 301, 14 384 039 13 347 0 6 c) AED excursion 460 2 Envelope losstgain 1793 2744 1054 814 12 a) Intillration b) Room ventilation 299 0 96 0 268 0 86 0 13 Internal gains: Occupants @ 230 Appliances/other 1 230 0 0 0 0 Subtotal (lines 6 to 13) 2092 3070 1322 901 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 0% 0% 0 0 0 2092 0 0 0 0 3070 0 0% 0% 0 0 0 1322 0 0 0 0 901 0 Total room bad Air required (cfm) 2092 102 3070 148 1322 64 901 44 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wr gtnlsoPl 2018 -May -1612:51:47 A Righl.Suile® Universal 2018 18 0 13 RSU24011 Page 5 okeCapliviaGLS\Lol23OThornbrookeCaptiviaGLS.rup Calc = MJ8 House laces S i DEL -AIR Right -JO Worksheet Entire House DEL AIR HTG, A/C & REFRIG. INC 531 CODISCO WAY. SANFORD, FL 32771 Phone: 407.333.2665 Fax: 407.333.3853 Web WWW DELAIR.COM Job: Lot 230ThornbrookeCaptivia... Date: June 14,2014 By: RH 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area Open to Below 32.0 It 9.0 if heat/cool 15.0 x 17.0 It 255.0 119 Bdrm 2 26.0 it 9.0 It heat/cool 15.0 x 11.0 It 1650 112 Ty Construction number U -value Btuhlft;•F) Or HTM BI it?) Area (II2) I or perimeter (It) Load BI h) Area (112) or perimeter (It) Load Bluh) Heal Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cool 6 11 VN 12C-0sw 2A-2Dv 2B -21v 0.091 0.340 0.340 n n n 2.56 9.55 9.55 2.81 12.40 12.40 135 0 40 95 0 0 243 0 382 267 0 496 135 30 0 105 0 0 268 287 0 295 372 0 1 3 13A.2ocs 2A-2omd 2A-2ov 0.201 0.580 0.340 n n n 5.65 16.30 9.55 429 16.79 12.40 0 0 Of 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V! G 12C-0sw 2A-2ov 0.091 0.340 a e 2.56 9.55 2.81 35.69 0 0 0 0 0 0 0 0 99 0 99 0 253 0_ 278 0 y/ G 13A-2ocs 2A-2ov 0.201 0.340 a a 565 9.55 4.29 35.69 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 t-fz 13A-2ocs 10Q -11 0.201 40 se s-9 5.65 955 4.29 8-.GD 0 Q 0 0 0 0 0 0 0 0 0 12C-0sw 2A-2ov 2A-2ov 0.091 0.340 0.340 s s s 2.56 9.55 9.55 2.81 12.50 12.78 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 13A-2ocs 0.201 O.17<31 0.340 n 5.65 4.29 0 0 0 0 0 0 0 0 Y12C-Os I--( w 2A-2ov w w 256 9.55 2.81 35.69 153 0 153 0 391 0 430 0 0 0 0 0 0 0 0 0 13A-2ocs 2A-2ov 0.201 340 0 091 0.390 w w n 5.65 9_55 2.56 10.96 4.29 3UP 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 P L D 12C-0sw 11 DO 1.72 11.88 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 16B-38ad 0.0 0.73 1.40 255 255 186 358 165 1 121 231 F 2OP-191 0.050 1.40 0.70 0 0 0 0 0 0 0 0 F 22A -fol 0.989 27.79 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 85 65 Envelope loss/gain 1203 1465 929 1111 12 a) IMillration b) Room ventilation 663 0 214 0 539 0 174 0 13 Internal gains. Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 11866 1679 14681 1285 14 15 Less external load Less transfer Redstribution Subtotal Duct bads 21% 31% 0 0 0 1866 383 0 0 0 1679 517 21% 31% 0 0 0 1468 302 0 0 0 1285 3% Total room load Air required (cfm) I I 2249 1 110 21% 106 1 1769 1 86 1680 81 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. e}/- wrigFstsoll'C' 2018 -May -1612.51:47 AcM Right -Suite® Universal 2018 18.0.13 RSU24011 Page 6 okeCaptiviaGLS\Lol23OThornbrookeCapliviaGLS.rup Calc - MJ8 House faces: S J DEL -AIR Right -JO Worksheet Entire House DEL AIR HTG, A/C & REFRIG. INC 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333.2665 Fax: 407.333.3853 Web: WWW.DELAIR.COM Job: Lot230ThornbrookeCaptivia... Date: June 14,2014 By: RH 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area Bth 2 8.5 11 9.0 11 heaVcool 6.6 x 8.5 It 56.0 42 Loll 24 5 It 9.0 It heat/cool 1.0 x 420.5 If 420.5 It' Ty Construction number U -valueBluWftZ•F) Or HTM 81 f12) Area (02) or perimeter (Il) Load 81 h) Area (I12) or perimeter (11) Load Btuh) Heal Cod Gross N/P/S Heat Cod Gross N/P/S Heat I Cool 6 11 Vj/ lei 12C-Osw 2A -2w 2B -21v 0.091 0.340 0 340 n n n 2.56 9.55 9.55 2.81 12.40 12.40 4.28 16.79 12.400 0 0 0 0 0 0 0 0 00 0 0 0 0 0__ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A-2ocs 2A-2omd 2A -20V 0 201 0.580 0.340 n n n 5 65 16.30 9.55 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vy 12C-0sw 2A-Zov 0.091 0.340 a a 2.56 9.55 2.81 35.69 77 6 71 0 180 57 198 214 63 0_0 63 0 161 0 177 0 Y ---GY -C 13A-2ocs 2A-2ov 0201 0.340 a a 5.65 9.55 4.29 35.69 0 0 0 0 0 0 t) 0 0 0 U 0 0 0 0 0 Y13A-2ocs W, OGv_ 0.201 0_349 0.091 0.340 0.340 se so s s s 5.65 X55 2.56 9.55 9.55 4.29 eSz@ 0 Q 0 0 0 0 0 0 0 0 0 0,_ 59 0 0 0 0 150 0 0 0 0 164 0 0 12C-Osw 2A-2ov 2A-2ov 2.81 12.50 12.78 0 0 0 0 0 0 0 0 0 0 0 0 59 0 0 W 13A-2ocs 0.201 0.091wt-G 0.340 s 5.65 4.29 0 0 0 0 0 0 0 176 287 0 194 1071 1213-0sw 2A-2ov w 2.56 9.55 2.81 35.69 0 0 0 0 0 0 0 0 99 30 69 0 i=cl. P, D 13A-2ocs 2A-2ov 0.201 x_340 w w 5.65 9.515 4.29 69 0 0 0 0 0 0 0 0 0 0 0 0 0 Q 0 0 0 0 0 0 12C-0sw 11 DO 0.091 0.390 n 2.56 10.96 1.72 11.88 0 0 0 0 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0.73 1.40 55 55 40 77 421 421 307 590 F 20P-191 0.050 1.40 0.70 0 0 0 0 0 0 0 0 F 22A -t 0.989 27.79 0.000 0 0 0 0 0 0 0 6 c) AED excursion 4 382 Envelope loss/gam 278 494 1081 2578 12 a) Inliltration b) Room ventilation 176 0 57 0 508 0 164 0 13 Internal gains. Occupants @ 230 Appliances/other 0 0 0 0 1 0 0 Subtotal (lines 6 to 13) 1454 550 1589 2742 14 15 Less external load Less transfer Redistribution Subwal Duct loads 21% 31% 0 0 0 454 93 0 0 0 550 169 21% 31% 0 0 0 1589 326 0 0 0 2742 844 Total room load Air required (clm) 547 27 720 35 1915 93 3585 173 Calculations approved by ACCA to meet all requirements of Manual J 81h Ed. 7:!- ls' it" 2018 -May -16 12'51:47 ZcA ^ ^^'^^ Right-SuileO Universal 2018 18.0.13 RSU24011 Page 7 okeCaptiviaGLS%Lot23OThornbrookeCapliviaGLS rup Calc = MJ8 House laces: S DEL --AIR Right -JO Worksheet Entire House DEL AIR HTG, A/C & REFRIG. INC 531 CODISCO WAY, SANFORD, FL 32771 Phone, 407.333.2665 Fax: 407.333-3853 Web: WWW.DELAIR.COM Job: Lot230ThornbrookeCaptivia... Date: June 14,2014 By: RH 1 2 3 4 5 Room name Exposedwall Room height Room dimensions Room area Bdnn 3 22.0 It 9.0 II heal/cool 11.5 x 10.5 It 120.8 It2 Bdrm 3 W is 5.511 9.0 It heal/cool 5.5 x 5.0 It 27.5 ft2 Ty Construction number U -valueBtuldl12-•F) Or HTM Blu1t/It2) Area (112) or penmeter (11) Load BI h) Area (fig or perimeter (It) Load Btuh) Heat Cool Gross N/P/S Heal Cod Gross N/P/S Heat Cod 6 11 1+N 1----GG 12C-Osw 2A-2ov 2B -21v 0.091 0.340 0.340 n n n 2.56 9.55 9.55 5.65 16.30 9.55 2.81 12.40 12.40 4.29 16.79 12.40 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 y/ f^ 13A•2ocs 2A-2omd 2A-2ov 0.201 0.580 0.340 n n n 0 0 0 0 0 0 0 0 0 0 0 Of 0 0 0 0 0 Of 0 0 0 0 0 0 12C-Osw 2A -ZDV 0.091 0.340 a a 2.56 9.55 2.81 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I13A-2ocs LG 2A•2ov 0.201 0.340 a a 5.65 9.55 35.69 4.29 35.69 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A•2ocs tOC-v 0.201 0.340 se 5e- 5.65 9.55 2.56 9.55 9.55 4.29 0_68 2.81 12.50 12.78 0 0 104 0 15 0 9 89 0 11 0 0 226 0 143 0 0 249 0 192 0 0 0 0 50 0 0 0 0 0 Q 139 0 0 Vy L(^ 12C-Osw ZA-2ov 2A-2ov 0.091 0.340 0.340 s s s 50 0 0 127 0 0 W 13A-2ocs 0.201 s 5.65 4.29 0 0 0 0 0 0 0 0 Vy G 12C -Os w 2A•2ov 0.091 0.340 w w 2.56 9.55 2.81 35.69 95 15 80 0 203 143 223 535 0 0 0 0 0 0 0 0 I 1 -0 13A•2ocs 2A•2ov 0.201 0.340 w w 5.65 9_55 4.29 35.69 0 0_ 0 0_ 0 0 0 0 0 0 0 0 0 0 0 0 PII __ L -D 12C-Osw 11 DO 0.091 0_390 n 2.56 10_96 1.72 11.88 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C Bw3flad 0. 0.73 1.40 121 121 88 169 28 28 20 39 F 2OP•191 0.050 1.40 0.70 1 1 1 0 6 6 8 4 F 22A -t ll 0.989 27.79 0.00 0 0 0 0 0 0 0 6 c) AED excursion 109 11 Erive" loss/gain 805 1478 155 171 12 a) Infiltration b) Room ventilation 456 0 147 0 114 0 37 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 1261 1625 269 208 14 15 Less external load Less transfer Redistribution Subtotal Duct bads 1 21% 31% 0 0 0 1261 259 0 0 0 1625 500 21% 31% 0 0 0 269 551 0 0 0 208 64 Total room load1520 Air required (cfm) 74 122112011013 324 16 272 13 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrlgF tsoT!^ 2016 -May -1612.51 47 4G 1\ Right-Su4eO Universal 2018 18 0 13 RSU24011 Page 8 okeCaptiviaGLS\Lot23OThornbrookeCapliviaGLS.rup Calc - MJ8 House laces: S DEL --AIR Right -JO Worksheet Entire House DEL AIR HTG, A/C & REFRIG. INC 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407.333.2665 Fax: 407.333.3853 Web: WWW.DELAIR.COM Job: Lot230ThornbrookeCaptivia... Date: June 14,2014 By: RH 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area Bth 3 18.5 It 9.0 11 heat/cool 6.5 x 12.0 It 780 112 Ty Construction number U•value Btuh 112IF) Or HTM BI IV) Area pf1 or perimeter (Il) Load 81 h) Area or perimeter Load Heal Cod Gross N/P/S Heal Cod Gross N/P/S Heat Cod 6 11 Vjl II ----GG I --G I 12C-Osw 2A•2ov 2B•21v 13A-2ocs - 2A-2omd 2A•2ov 0.091 0.340 0.340 0.201 0.580 0.340n n n n n n 2.56 9.55 9.55 2.81 12.40 12.400 4.29_ 16.79 12.40 0 0 0_ 0 0 0 0 0 0 0 0 0 0 0 5.65 16.30 9.55 2.56 9.55 5.65 9.55 0 0 0 0 0 0 0 0 0 t -G Vy 6 12C-Osw 2A-2ov 13A-2ocs 2A-2ov 0.091 0.340 a e a a 2.81 35.69 4.29 35.69 108 0 108 0 276 0 304 0 0.201 0.340 0 0 0 0 0 0 0 0 vp CGG 13A-2ocs 10c -v 0.201 0.340 0.091 0.340 0.340 se se s s s 5.65 955 2.56 9.55 9.55 4.29 8_68 2.81 12.50 12.78 0 Q 0 0 0 0 0 0 12C-Osw 2A -20v 2A-2ov 59 8 0 51 7 0 129 76 0 142 100 0 W 13A-2ocs 0.201 s 5.65 256 9.55 4.29 0 0 0 0 Y G 12C-Osw 2A-2ov 0.091 0.340 w w 281 35.69 0 0 0 0 0 0 0 0 13A-2ocs 2A•2Dv _ 0.201 9_119 w w 5.65 9.55 4.29 35.69 0 0 0 0 0 0 0 0 P L -D 12C-Osw 11 DO 0.091 0.390 n 2.56 1096 172 11.88 0 0 0 0 0 0 0 0 C 16B•38ad 0. 0.73 1.40 78 78 57 109 F 2OP-191 0.050 1.40 0.70 0 0 0 0 F 22A -t 27.79 0.00 0 0 U 0 6 c) AED excursion 29 Envelope loss/gain 539 626 12 a) Infiltration b) Room ventilation 384 0 123 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 0 Subtotal (lines 6 to 13) 922 750 14 15 Less external load Less transfer Redistribution Subtotal Duct bads 21% 31% 0 0 0 922 189 0 0 0 750 231 Total room bad Air required (clm) 1112 54 980 47 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigFstsoTt 2018 -May -1612:51:47 Right -Suite® Universal 2018 18.0.13 RSU24011 Page 9 okeCaptiviaGLS\Lol23OThornbrookeCapUwaGLS.nip Calc - MJ8 House laces: S 1 DEL -AIR Duct System Summary Job: Lot230ThornbrookeCapt... Date: June 14,2014 a"MO-AM COMM10116 Entire House By: RH DEL AIR HTG, A/C & REFRIG. INC 531 CODISCO WAY, SANFORD, FL 32771 Phone, 407.333.2665 Fax: 407.333.3853 Web: WWW.DELAIR.COM For: Taylor Morrison 572 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 0.139 in/100ft 1140 cfm Cooling 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.139 in/100ft 1140 cfm 172 ft Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk Bdrm 2 h 1769 86 81 0.292 7.0 Ox 0 VIFx 12.2 70.0 Peak AVF Bdrm 3 c 2125 74 103 0.259 6.0 Ox 0 V1Fx 22.8 70.0 679 Bdrm 3 Wic h 324 16 13 0.265 4.0 Ox 0 VIFx 20.6 70.0 Blh 2 c 720 27 35 0.316 4.0 Ox 0 VIFx 5.9 70.0 Blh 3 h 1112 54 47 0.295 5.0 Ox 0 VIFx 11.3 70.0 Dining c 3070 102 148 0.181 7.0 Ox 0 VIFx 42.3 90.0 SO Family/Great rm h 3945 193 138 0.139 8.0 Ox 0 VIFx 67.3 105.0 st2 Kitchen c 1871 73 90 0.183 6.0 Ox 0 VIFx 41.0 90.0 st1 Laundry c 860 32 42 0.191 4.0 Ox 0 VIFx 35.6 90.0 st1 Lot c 3585 93 173 0.272 7.0 Ox 0 VIFx 18.4 70.0 M.Bth h 1170 57 25 0.180 5.0 Ox 0 VIFx 43.1 90.0 st1 M.WC c 1 0 0 0.142 4.0 Ox 0 VIFx 64.5 105.0 st2 M.Wic c 1 0 0 0.181 4.0 Ox 0 VIFx 42.3 90.0 st1 Masler bdrm h 3227 157 96 0.144 8.0 Ox 0 VIFx 61.1 105.0 st2 Open to Below h 2249 110 106 0.254 7.0 Ox 0 VIFx 24.6 70.0 Pwdr h 1322 64 44 0.193 5.0 Ox 0 VIFx 34.4 90.0 st1 wrightsoft- 2018 -May -16 12:51:48 r, Right-Sude® Universal 2018 18.0.13 RSU24011 Page 1 A . okeCapliviaGLS%Lot230ThornbrookeCaptiviaGLS.rup Calc - MJ8 House faces, S Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk st2 Peak AVF 350 233 0.139 446 12.0 0 x 0 VinlFlx SO st1 Peak AV 679 582 0.139 636 14.0 0 x 0 VinlFlx wrightsoft- 2018 -May -16 12:51:48 r, Right-Sude® Universal 2018 18.0.13 RSU24011 Page 1 A . okeCapliviaGLS%Lot230ThornbrookeCaptiviaGLS.rup Calc - MJ8 House faces, S Name Grille Size (in) Htg ctm) Clg cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matt Trunk rb1 Ox 0 1140 1140 0 0 0 0 Ox 0 VIFx At * wrightsoft- 2018 -May -1612:51:48 Right-Suile® Universal 2018 18.0.13 RSU24011 Page 2 A..okeCapliviaGLS%Lol23OThornbrookeCaptiviaGLS.rup Calc - MJ8 House laces: S 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot230ThornbrookeCaptiviaGLS Builder Name: Taylor Morrison Street: 572 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 ceiling/soffit the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within comers and headers of frame walls The junction of the top plate and the lop of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/door jambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spac as. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to FII voids between fire sprinkler cover Males and walls or ceflonas- a. in addition, inspection of log walls snail be in accordance with the provisions of IGc-4uu 5/16/2018 12:45 PM EnergyGauge® USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 FORM R405-2017 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2017 Florida Building Code, Energy Conservation via the residential Simulated Performance Method shall include: O 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) O HVAC system sizing and selection based on RCCA Manual S or per exceptions provided in Section R403.7 O Mandatory Requirements (five pages) Required prior to CO for the Performance Method: D Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) 0 A completed Envelope Leakage Test Report (usually one page) 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 5/16/2018 12:45:17 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: Lot230ThornbrookeCaptiviaGLS Builder Name: Taylor Morrison Street, 572 Red Rose Lane Permit Office. City, State, Zip: Sanford , FL , 32771 Permit Number. Design Location: FL, Orlando Jurisdiction: 691500 Cond. Floor Area:: 1989 sq.ft. Cond. Volume: 18299 cu ft. Envelope Leakage Test Results Regression Data: L n: Sinale 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)(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. 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: 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. DATE: BUILDING OFFICIAL:__- DATE: 5/16/2018 12:45 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software y04zKE sr9r8 Page 1 of 1 HOUSE PRESSURE FLOW: 1 Pa cfm 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)(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. 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: 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. DATE: BUILDING OFFICIAL:__- DATE: 5/16/2018 12:45 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software y04zKE sr9r8 Page 1 of 1 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: 572 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 tight -fitting flue dampers or doors, and outdoor combustion air. Where using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. R402.4.3 Fenestration air IeakagdNmdows, skylights and sliding glass doors shall have an air infiltration rale of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMA/ WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. 5/16/2018 12.45 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. SECTION R403 SYSTEMS R403.1 Controls. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the healing 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)0, (g) or (i), Florida Statutes, to be "substantially leak free' in accordance with Section R403.3.3. R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105'F (41'C) or below 55'F (13'C) shall be insulated to a minimum of R-3. R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory)Healed water circulation systems shall be in accordance with Section R403.5.1 1. Heat trace temperature maintenance systems shall be in accordance with Section R403 5.1.2 Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy. The controls shall automatically 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 5/16/2018 12:45 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complian Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3'/: 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 burner(s) of combustion types of service water -heating systems to be turned off. R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all slated 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 encloted 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 CFMNVATT) AIRFLOW RATE MAXIMU CFM) Range hoods Any 2.8 cfm/walt Any In-line fan Any 2.8 cfm/watt Any Bathroom, utility room 10 1.4 cfm/wall 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 5/16/2018 12:45 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 burners shall not be less than the design load calculated in accordance with Section R403.7.1. R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50'F (10'C), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40'F (4.8'C). R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on-off switch that is an integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the setting of the healer 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 Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on-site renewable generation. R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required. R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 5/16/2018 12:45 PM EnergyGauge® USA - FlaRes2017 - FBC 61h Edition (2017) Complia Page 4 of 5 R403.10.5 Heat pump pool heaters. Heat pump pool healers 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. R404.1.1 Lighting equipment (Mandatory)Fuel gas lighting systems shall not have continuously burning pilot lights. 5/16/2018 12:45 PM EnergyGaugeO USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of 5 1 WINDOW WI 1 P ed 11' 4f11 .1'IYi 41 ' WAVPGM w III M r L Arm AOC6S $L ODETAILissamra -------- ------- sw•1' = u lama I10ora •i 42'x42' A/C Slab v q\ I IIYa LANAI eewota I B Builder Mln. CV lY WOW mom Oi a.w r a..w I I By 1 i = YWIM I 1}, 2' from Wall uc 1 I 3 V W N 3WM . MW ' 1 pari PAD 1 K MN 1OON I rr ,p 4 TNN IOI6W •••• —0j l(\ bA q W I •f0 MYN WIFYa O • IY a(= 2140af OaN•0 KWACMVMWAnM PL" U // (,• yyyO se l®(Yr{L IIIfra1 Lw i 195 t.cd a V QrFra/ s , 140 O ONMSIM 12.6p. ce Q 'ia oo o. G111!®IB1G RDOI i_.• i as m us'a'+iuiY± 1-e10•. ndre S e.sd u Yn.eav 00 gY.l...aorarf 1..1. Y M e.. D I.. m-_ YY I0 7• 3' both duct I Ti4 12.1` t-„:- 9- JO r to roof or wall e t ss - cap w/Fon 6;a 12.3• o. Q•3' bath duct rn m Q QYutone696RNB ;la s to wall cap e w/fan o All unm+c oN Nutone 696RNB i rnCO V 7• Ytr W ryaey •1 > Co LOFT T• 24.19 eD .4 p u I i_ t0 (U 1,Q I On0 r4N a6 ••• J5 I.0 . • .OD • 4• dly.r duct a Of RJ q 3 10 all Vp \ \ \ a 12.5 11Cd • 'M q 7• r --TTM l ./a•yer eat bo. ('7 [f Il- I s 12.12 rep c"n a: •"' aIUACY d s r 1 1IHcd .t°1 3' bot h duct s s 'O- 61 cap ii. to wall cop to I.cd 14mo- 03 11 S. w/fan O - ti 106 I.cd sNutone 696RN B I ' r m• Iii . h4i A 1 ' i4 wFY 1 a __ 'i• r I I6•.12• i Is j plTIQ. I n; lO. llaToV/SKV l2.Ov IPY I YaM.0 111I "t I Z I 19.0 Wen i Ise.olr y---,,1 noe i O Wetfarn by I F--I. J x.1 -- -- aNr cI info== QINen/B••1'0'WIs Q' Q CARGVACf • '° ;li Q' Y O 1 i w11 I O O CU I I O 11a Q 1 O.. Z Transfer ducts/M0.01. •.Ith florid* ResbYntwhw J Q' N 602.4 } 0- o O L 1 Al med Return Ar. e.cepuons 1-2 Q Q () 2 3= I 1 • s "der —,I provWe—tstrkted 1 Inch I I 1 8Ei undercut on doors to Matsae coons. t— U (Ll H Ci I MeleO1 .MMYYY 0 1 1 Z I I 1 Q } 1w W .. > Z Z O W 3 O J O O Q Cx Must have nbnun clearance of 4 Inches around the air handler per the State eroy code. Ali duct has an re6 Insulatlon value. 03 CL J () 0 0 TAYLOR MORRISON HOMES THORNBROOKE S.F. LOT 230 HOUSE TYPE: CAPTIVA i W / WATER SOFTENER i.. r • -; _ 2ND FLOOR c AC+ ; -• _ _. '•lam BATH 2 i -7Zk CD V. 6A7H 3 N._. ._ •.. r r rev' • - • '• - 3° WASt8 STACK FROM 2ND FLOOR NG TO 71X 157 FLOOR J : i I s• wasr tracx FRoMoto FLOORa I a i . tmanaw tnwte tte+saoaa d : Aar WCHWEN i MASER i I 6ASAW JUL rA Cr. FOWDFR BATH TAYLOR MORRISON HOMES THORNBROOKE S.F. LOT 230 r HOUSE TYPE: CAPTIVA '• '' - i._. W / WATER SOFTENER 1ST FLOOR I RECORD COPY DESCRIPTION AS FURNISHED: Lot 230 , THORNBROOKE PHASE 4, os recorded in Plot Book 81, Poges 70 thru 71, Public Records of Seminole County, Florido. r /S -2L((432LfLf3 PLOT PLAN FOR/CERTIFIED TO: Toylor Morrison of Florida, Inc. ZONINI - DATE IOWA AVENUE R/W VARIES) N 89°58'00" E 40.00' I- LANDSCAPE &JWALL, FENCE JMT.- 26.80' 26.80' J4.80'1 16.0' I 7 Ok to construct single family hom, with setbacks and impervious are; shown on plan. 477.41 °lo w1p GC-- CQ,p+;va , 5.00'5.00' O LANAI Al Vb PROPOSED DRAINAGE FLOW FRONT - 25' 30.0' REAR i5' SIDE = 5.0' SIDE CORNER - 10' PROPOSED GRADE PER CONSTRUCTION PLAN 4y LOT 230 0 ENTRY = 74 SOFT. LANAI = 128 SO.FT. BREEZEWAY- te. SO.FT PROPOSED RESIDENCE 403 So. r-.. O Ir O 12 MODEL: CAPTIVA ELEV INCLUDED WALKWAY - O O IMPERVIOUS -y X t LOT 229 p SOFT. 2 CAR GARAGE LEFT 2.499 0 LOT 231 Q) p CSL. O DWINWIS SHOWN FOR TME LOCATION OF 1MPROVOIENIS HEREON 5401 AD NOT BC USED TO RECONSTRUCT BOWNMRY LINES. O 0 O BEARINGS ARE BASED ASSWED DAIIAI AND ON THE AWE SHOWN AS RISE BEARWD7T. EASEMENT DR IL& to ELEVATIONS O SHON71, ARE BASED ON NATO"DEDOETIC MiVM 0/ 1929. UNLESS OTHERWISE NOTED. UTIL. UTILITY ENTRY 5' B. CDTIFYCAIE OF AURCRO'ATION Nb. 45IB. 5.00' CHAIN UNK FENCE VD6M C/DCONCRETE VOOD FENCE MACK qi SCALE N- I' - 20 -4 DRAWN BY• ••• P.C. P.T. PRINT Or'TAWAK EPRINTOrTANGENCY CERTIFIED BY. D_ ATE 0 DER No. DESC, R DEIPTION SCRENGTNIUDIUS PLOT PLAN 05-15-2018 3069-18 p DEUR of 5.00' —I 21'3' DRIVE WALK 8.87' 10' UTIL. ESMT. WALK DRAINAGE INLET U AS SCALED FROM CML PLANS N 89°58'00" E 40.00' ED ROSS' LANE 50' UTILITY & ACCESS R/W) TRACT 1 9 PROPOSED - FINISHED SPOT GRADE ELEVATION LOT = PER DRAINAGE PLANS BUILDING SETBACKS: Vb PROPOSED DRAINAGE FLOW FRONT - 25' LOT GRADING TYPE A ,[ PROPOSED F.F. PER PLANS - 22.7' REAR i5' SIDE = 5.0' SIDE CORNER - 10' PROPOSED GRADE PER CONSTRUCTION PLAN 4y SO.". ON LOT AREA CAICVIJ?TIC __ LOT = 4.800 S0.=7. LIVING - 1.157 SQ.F'. GARAGE = 451 SO.". ENTRY = 74 SOFT. LANAI = 128 SO.FT. BREEZEWAY- N/A SO.FT DRIVEWAY - 403 So. r-.. A/C PAD = 12 SO. FT. WALKWAY - 76 SO.F'l. IMPERVIOUS -y q X 2.7t)1 SOFT. SOD - 2.499 SOFT R/W = 389 APRON = 88 PLOT PLAN ONLY;' SIDEWALK = 200 NOT A SURVEY) Soo = 101 AREAS:TOTAL SO. F:. SO. F1. SO. FT PROPOSED INFORMATION SHOWN AREA - 5.189 SO.: f. BASED ON SUPPLIED PLAN DRIVEWAY - 491 SO.FI. AND/OR INSTRUCTIONS PER SIDEWALK - 276 SO.FT. CLIENT NOT FIELD VERIFIED SOD - 2,600 SOFT CRUSIENMEM?-SCOTT ASSOC., INC. - LAND SURVEYORS LEGEND - LEGEND - 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 PFI.P. PLATFIELDWON "PC Pal.. TYP. PRL POINT ON LINE TYPICALPOUROr REVERSE CURVATURE NOS' 1. INE UNDERSIGNED DOES HEREBY CERTIFY PMT THS SURVEY MEETS INE STANDARDS Or PRACTICE SEF FORM BY THE FLORIDA BOARD OF IR IRON RDD P= POINT Or COMPOUND CURVATURE PROFESSIONAL SURVEYORS AND AVV'PERS W C94PMR 3l-17 FLOR104 ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027, FLORIDA STATUES C.H. CONCRETE IDAANENT RAI. RADIAL 2 UNLESS EMBOSSED WITH SURyTMRY SIGNATURE AND DAICIft RAISED SEAL THIS SURVEY MAP OR COPIES ARE NOT VALID, SET LII 1/2' IR ./FID .SEE NA. YION-RAD1Al SUKVf WAS PROWED NIM M E OIRWTION FURNISHED TO THE SUXV YOR. THERE UAY BE OTHER R67MININSATHISPR RCC. P.D.D. RECOVERED PONT Dr D[GINNING V.P. CALL. VITNESS POINT CALCULATED Oft McrJOM THAT AFFECT THIS PROPORI: 4. NO UNDERGROUND WPAOVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. P&C. I POINT Or COIWENCENENT COOCRLINE PAXFF. PCRRANENT REFERENCE NDMRNT rIN1ANED FLOOR ELEVATIDN TIRS SURVEY I$ PREPARED AOR THE SOTS BENEFYY OF THOSE COMFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER 00177Y. NLD NAIL D Dolt CSL. MINCHNAILDING SCilIlClt LILAC DWINWIS SHOWN FOR TME LOCATION OF 1MPROVOIENIS HEREON 5401 AD NOT BC USED TO RECONSTRUCT BOWNMRY LINES. R/V RImNT-OF-VAT BEARINGS ARE BASED ASSWED DAIIAI AND ON THE AWE SHOWN AS RISE BEARWD 7T. ODRAM EASEMENT DR IL& BASE KARING. ELEVATIONS O SHON71, ARE BASED ON NATO"DEDOETIC MiVM 0/ 1929. UNLESS OTHERWISE NOTED. UTIL. UTILITY B. CDTIFYCAIE OF AURCRO'ATION Nb. 45IB. CLIC. CHAIN UNK FENCE VD6M C/DCONCRETEVOOD FENCE MACK SCALE N- I' - 20 -4 DRAWN BY• ••• P.C. P.T. PRINT Or'TAWAK EPRINTOrTANGENCY CERTIFIED BY. D_ ATE 0 DER No. DESC, R DEIPTION SCRENGTNIUDIUS PLOT PLAN 05-15-2018 3069-18 p DEUR CCHORD L CHORD OW ING NORTH THIS BUILDING/PROPERTY DOES.NOT UE WITHIN - -- •---- THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER nRM' TO . RUSENM R.LS. / 4714 ZONE X' MAP I 12117C 0055 E JAM SCOTT. .LS 1 4801 STATE CERT .LIC EC13003715 ELECTRICAL SERVICES, INC.HOLDER: JOSEPH STRADA 3400 St Johns Pkwy STRADA NEC 2011/FBC 107 SANFORO.FL 'N 877-906-1113 ELECTRIC • SECURITY ELECTRICAL LOAD CALCULATIONS MODEL: APTIVA 6500 0 5040 8UILOER TAYLOR MORRISON 5280 10000 SU801VISON 6168 8000 5200 0 6888 8000 5200 0 VOLT/AMPS LARGEST LOAD: HEAT PUMPS W/SUPPLEMENTAL HEAT 9418 3250 Includes Heat Pump and Heal Strips on together @100%. 3.5 1 Square feet Irving area 1 19891 3 vott/am s 5957 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 m°sc misc TOTAL OTHER LOAD FIRST 10KVA@100°% 10,000 REMAINDER @ 40% 9027 LARGESTLOAO 9418 TOTAL LOAD 28 445 V.A./ SIZE RECOMMENDED I 150 SERVICE SIZE: 240VOLTS= 1 119 MINIMUM PER 150 NEC 32567 10 KW SETUP 4032 10000 6500 0 5040 10000 6500 0 5280 10000 6500 0 6168 8000 5200 0 6888 8000 5200 0 8160 10000 6500 0 5000 3250 0 TON QTY KW 1.5 2990 5000 3250 0 2 4032 5000 3250 0 2.5 5040 5000 3250 0 3 5280 5000 3250 0 3.5 1 6168 5000 3250 9418 4 6888 5000 3250 0 5 5 KW SETUP 8160 5000 3250 0 9418 1•oa1 • Y•j C7i i Y L 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 Irrd od r. REFER TO FP PACK FOR CONNECTION. OI 1 2•_0 - TYPICAL 7' SETBACK CORNERSET LABELING AND SPACING 14'-0' PFCOTJ) CO 4 m Ch a- 21'-4' L, B' -B' ta'-B• V L 1 r-4• HANGER CHART 1111 = HIU26 (SNPSOH) IL - LLIS24 (SIIPSOH) JL = LUS26 (SIMPSON) k - HHUS26-2 (SIMPSON) J L = HGIMB-2 (SIMPSON) 11 a HH11546 (SIMPSON) 0 - THA422 (SIMPSON) Total Truss Quantity = 164. + - PLUMOM DROP DDS 6 A TRUSS PIACDW PIAN. ITS KMM 10 AID IN THE DISIAL ATION OF IMM DNGUFFKED IRR65 ORAIYDNS AND ARGB MIRALS SIRFROIX INS DWAffM. 0J\1.DIP,'G SANFORD a_2443 1w O OR D ON I DUE TO DEFLECTION DIFFERENTIAL SEE STRONGBACK LETTER IN ENG PACK) roe b1AMLN UIT m MM DWALL !mob BDVK SIMTOC a: A4RiD 10 lWaSSEs 12 6 a r., S o dr3t6 rrl PLYWIM Second floor TYPICAL RAISED HEEL DETAIL General Notes 1) A Add d -d i L Ad bm r/" v d- b- br 4 d -d pws* pdY V— btbbdrlt i. w b... r w Snps Mlm4 d1 db iw rbd 3) A bm W" b N' at rbr Awdr rbd 4) ti um Rlbp boo @el momm"m pr od 1-buft dm be pbcw d • mmbe 004 15' 0e m Op pb r Y IApom d• rite d X bdwr no fio aft pd Rr drlM dH wl am r ®bl a d blsmo rlq ROOF LOADING SCHEDULE TCLL 20 PSF T = '7 PSF BCDL - 10 PSF TOTAL = 47 PSF DURATION - 125 x WIND SPD/TYPE- 150 ENCLOSED BLDG EXPOSURE - C USAGE - RESIDENTIAL CAT B WIND IMPORTANCE FACTOR- 1 UPLIFTS BASED ON- 92 PSF DESIGN CRTfERIA YBC 2014 TPI 2007 Tm mambo ticcdeo ! boyo- pbm r-o-tomamn® Ibrt- (mm ba10 cmgwlrnu ad dtlNnp se wee rorty qm-. Th— m bn<b---dbony e bddv w wo pprn® amno1m bb d -d b y wA FLOOR LOADING SCHEDUL TCLL - 40 PSF TCDL - 10 PSF BCOL - 5 PSF TOTAL - 55 PSF AND UPLIFTS OrER t ARE SHOWN ON DKIG. WALL Int 09'-4- 20'-0'1 DESCRFFMN NR. DATE N bd r w rr rr r bld r IGD/ ommp m bar. 0UE 6 w.. --d rr K W d bt Yflr CARPENTER CONTRACTORS OF AMERICA 3900 AVD" G N Y. WINTER MVOR FLORIDA 33880 pwm (Bow 959 -SM FAA MW 29+-2488 BUILDER TAYLGR MORRISON RO PRO ECTTHORNBROOK MODEL 1090-190 CCA PROJ/YODEL/ALT 9A8.90 / 19IS6 02 ALT DESC 19'39• COV. LA)W OTC : LOT 230 BLOCK: N. DE9GNER PAGE 1DATE 0 2016 4333547L 1/4 -=1' ENGINEERING PACKAGE Builder: TAYLOR MORRISON Project: 9A6/9A7 THORNBROOK Model/Building: 198SE Lot Alt: 02A Lot: 230 Block: Unit: Address: JobNumber: N333547 Revision Date: New Load #: RB01 CARPENTER CONTRACTORS OF AMERICA, INC 3900 AVENUE G. N.W. WINTER HAVEN, FLORIDA 33880 PH (800) 959-8806 FAX (941) 294-7934 1NIS OVG PREPARED FROM LONPVTER INPUT (WADE a 019(9EI04E) RY61411110 tI IRU53 MFR. I nao1 STRONGBACK BRIDGING GUIDELINES FOR ROOF TRUSSES Strongback Bridging Guidelines for Roof Trusses Stronggback bridging for roof trusses Is not a requirement of ANSi-TP1 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 chards after they are set so they Ire uniform along the catling line. 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 an offset in spans. In either case, strongback bridging should not be attached to adjacent trusses that need to be jacked into place more than N inch. Strongback bridging in roof trusses does not serve as temporary or permanent bracing and is not intended to help distribute or share design loads between trusses. Consequently, no design loads have been accounted for with this detail and continuous strongback bridging should not be attached between common and girder trusses that have more then N inch differential deflection. STRONGBACKS SHOULD BE ATTACHED TO MALLS AT THEIR OUTER ENDS OR RESTRAINED BY OTHER MEANS. STRONGBACKS SHALL BE A MiNINMUM OF 216, AND SHALL BE -ATTACKED WITH A MiNIMUM OF THREE 16d COMMON OR (3) 0.131 1 3' GUN NAILS TO A 214 VERTICAL WEB MEMBER The graphic shown on this detail is for generic Illustrative purposes 216 STRONGBACK 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 requirements shown are consistent with ANSI/TPI 1.2002 for strongback bridging. N.T.S -Not To Scale) 6bsbogeacBD®ellltsDet6Sf1B••6SiBBREFiI E Oesign Crit: TPI-2002(STO)/FBC KOY: PLT TYP. Nave C RT -1.00 1.25 10 0 7.31.11 FL ] E - ALPINE RWaODdale t1MNOMNb Q1NIP ala H l+a4•1 F..OD& a0 ZTf bMINiwttJfOlaQiliwMntt lUN'::n ' •Y0. P'U R..... aiui'•rlLLia~viiraal awr. ua ,mar. salt ut. •aRwu•, a. Ou.1 •.. In• 1.1a Rau caaaxu ar uMu<.. l•T(arlR auM. 4•Itt•. •I •It 111 ,R t•IT 4n1 I.•IR tt r .."I . IpRIRI. •tel lr•4,RR IRtRtt• T•I oMa• lYLL .•R •R•Olr •nava• •r•YRYuI •••N •A Rrtq OMR a4LL { aenuT .rr.<tm uao Raga IRraRtANt••IMMua • rw R nu aulR n rMc narua.n Rlrtulna. rn Rs. IR. auu m R Rwuaa Iia <e R.1.na Lw niu R•ttn . Inaatt n tua• r1c uuu 1. C.— .1. 1 1: I••a14TIR. 1WMal4. I.IMIA. 1•Irutl•t • •YCIR M raYR[t. tIN. aMI,W •IT. •tlalRalt IaRItIR• •I Rt IRTns•a RUR pa<. R UNU UC ria IR ,R R+IRa• na, .as 4R R RI.RRo 0-1. un..ntRut wtR p..I•.u1 sur. tnR. •mar a•m n t o r•R R matt •R. unto RRRm 1R•r. R 1.1. Ra1.. Run,. •R R••Ra 1a.•t 1e.urla. «.a.ru Ilau.0 a an a4aa RIR .m u . nu s,R a<.1. . nu .. nn r1•a IRtt•ttt •t<tI1••R aI •aR,U1wa R•IatRl•• aRla•1RIa1n Rlttr IR nM ttn, pA/•tR ai,uitwuRRriis:nliiiiiii i"I ratcseealn.RmRnalwuraaauwasluunalw TC LL PSF TC OL PSF g f v EiVB a(` BC OL PSF 92212 9 BC LL PSF TOT . L0. PSF STATE OF r DUR . FAC . d i,i \ Jul f0Ag0.F1 SPACING REF R081- 48351 OATC 07/28/09 ORW wcOiRoe1 o92o9796 HC -ENG OR/OR AR36 FROM JREF- 1TT0081_Z18 HU/HUC/HSUR/L Hangers HUr1-IUC harigum may Le instalkxl un a uusunry/t onuetu wag as described Wow..kldaionaly, HU hanger, arilh one flange conc64ed may be installed similark-, HU and HUG products are heavy -duly, lace -mount joist hangers made from 14 -gauge galvanized steel. The HUG is a concealed flanrle (face flanges turned in) version of the HU. HU is available with both flanges concealed, provided the W dimension is 2Y47 or greater, at 100% of the table bad. Specify HUG. HU is available with one flange concealed when the W dimension is less than 24'is" at 100% of the table bad. Specdy as nn 'X' version and s wJty Clang= to toric= -al. For dry HU or M_ C shown in this catalog, the user may sub elute all faces ni,rls wdlr x 1+',- Then' 2 screKs Model rrN2-25134M. Follow all instalai*n instructions and use the bads Irom this catak)C. Material: 14 gauge Finish: Galvanized; ZMAXo and stainless steel available Installation: Altech tha t pn{sers to coruele or GFCMU %.,afis using hex -head Titen" 2 sore vs. Trlen straws for GFC.MU VA .< 23,"— Model TTN2 5734H) and for a;.ncrmle (1.4' x 11. — %xJe1 I I N2-351344 are not prooded :•nth the hangers. Drill the 3-iameter hole to the specified embedment depth plus W. Ahernativ*, dnl the VW -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 eeU reduce the anchor's load c:apaufty. rden Inslalation foal IGIs are available. l Iwy include a 11W dnl bit and heA"ha c driver bit (' od6l TT NT01-14% a 3'r:' x 4'ri rhil 6,1 is also a-arlabb (Model MD618412). A minimum and and edge distance of 1 rh" is required. Options: For skewed nangem use 75% of tatle uplift loud. If hanger wirlth is greater than 3wC, then use 813% of table downMad; ctheivvi a use 101151+ of tat lr: ry wnk>.:d. Codes: See p.14 for Code Referents Key Chart Concealed flanges HUC410 SIMPSON HUG410 Installed on Masonry Block End Wall HUC410 Installed on Masonry Block End Wall rn O 0UdC C O Cd IJ c N 0l0r- 0 3- 279 HU/HUC/HSUR/L Hangers (cont.) a These Products are available wig% addilional corrosion protection. For more information, see p. 18. a 280 L SON g=Tie Model N0. Fasteners Allowable Loads(DF/SP) CodeEi ;MJ Concrete Standard Concealed GFCMU Trien' 2 Concrete Titen' 2 Joist Uplift 160) Down 100/125) Uplift 150) Down 100/125) pet' HU26 HU26X 4) '%.' x 14ti 4) , x 114' 2)10d x I h' 335 1,000 335 1.545 HU28 HU28X 6) !•: x 14': 6) '•:' x 1?•." 4)10d x 1'h' 545 1,500 760 2,400 HU210 HU27DX 8)'%: x1?.' 8)'•: xt?: pglodxle 545 2.000 760 2.415 HU46 (Min.) HUC46 8) ' x '. 8) 4)10d common 760 2,000 760 3,200 HU46 (Max.) HUC46 12) ': r 1 ' 12) i x 6)10d common 1,135 3,000 1,135 3,950 HU26.2 (Min.) HUC26-2 8) '•+' x 1'.. 8)'%: x 1?.' 4)10d common 760 2,000 760 3,200 HU26.2 (Max.) HUC26.2 12) ' . 1 a. 12) "" x 13. 6) 10d common 1,135 3,000 1,135 3,950 HU48(Min.) HUC48 10)'4'r1'.• 10) 'i x1'.:' 4)10dcommon 760 2,500 760 3.725 HU48 (Max.) HUC48 14) 5- • 1". 14) r ' 6)10d common 1,135 3,500 1.135 4,920 HU28.2 (Min.) HUC28-2 10) M. x 1 a.- 10)'%." x 1%,. 4)10d common 760 2.500 760 3,725 HU28.2 (Max.) HUC28-2 14) t; x 11 14) 'A" x 1 tr 6)10d common 1,135 3,500 1,135 4,920 HU410 (Min.) HUC410 14) • 1 14) , • 6) 10d common 1,135 3,500 1,135 4,920 HU410 (Max.) HUG410 18) ' . r 1 • 18). 10) 10d common 1,800 4,500 1,800 4.920 HU210.2 (Min.) MUC210.2 14) :: x 14& 14) : x 1-V17 6)10d common 1,135 3,500 1,135 4,920 HU210-2(Max.) HUC210.2 18)'•V r 115' 18)'T'x ta, 10)106 common 1,800 4,500 1,800 5,085 HU28X Skew 45' Not ava latile) 6) ' : • 6) " ' - 4)10d x l h' 670 1,50D 670 2.400 HSIJI/R26.2 HSUL/RC26.2 12) '.' : ' ', 12) . • ' 4)16d x 2h' 900 3,000 -- 900 3,135 HUV-2 HUC24-2 4) ;%.' x 24: 4) 'i." x 1 N, 2)10d common 380 11000 380 1,545 HU212 N• r" "' 10) 10) + > 6)10d x 1 le 1,135 2.500 i,135 2,665 HU214 1jI1714+, 12)'%: r?a. 12) :':'x 1a•,- 6)10dx 1'h' 1,135 2,665 1,135 2,665 HU26.2 (Mm.) HUC26.2 (dm.) 8) • x i .. tin ' • " N ' 4) cud common 760 1 2,000 160 3,20D HU26-2 (Max.) HUC26-2 (Max.) 12) VY "• 12) + ^ ' 6)10d common 1,135 1 3,000 1.135 3.950 170 HU26-3 (Min.) HUC26-3 (Mm.) 8) '•: x 2?': t 1?14" 4)10d common 760 2,000 760 3,200 111126.3 (Max.) IIUC26.3 (Max.) 12)'• r : 47 12)'•1." x VW 6) 10d common 1.135 3,000 1,135 3,950 HU28-2 (Min.) HUC28-2 (Min.) 10)' i' > '• 10) "% x ", 4)10d common 760 2,500 760 3,725 HU28-2 (Max.) HUC28-2 (Max.) 14) ': - 14) . a • 6)10d common 1,135 3,500 1,135 4,920 HU210.2 (lAn,) I1UC210.2 (Mon.) 14)'.1" r 93',' 14)'.5" x 14,7 6)10d common 1,135 3,500 1,135 1 4,920 HU210.2 (Max.) HUC210.2 (Max.) 18)'• x 247 18)'.5' x 1 V 10)10d common 1,800 4,500 1,800 5,085 HU210-3 (Mm.) HU210.3 (Maw.) HUC210-3 (Mm.) HUC210.3 (Maw.) 14) '- 18) 5 14) + _ _ 18) 6)10d common 10)10d common 1,135 1,800 3,500 4,500 1,135 1,800 4,920 5,085 HU212.2 (Min.) HUC212-2 (Min.) 16)' x 2W 16)'%r x IW 6)10d common 1,135 1 4,000 1,135 4,920 HU212-2 (Max.) HUC212-2 (Max.) 22)'A i 2}. 22'•+ i 1':' 10)10d common 1,350 5,085 1,350 5,085 HU212.3 (Ain.) HUC2112.3 (Mm.) 16) 5 ' 16) 5 r 1 6)10d common 1,135 4,000 1,135 4,920 HU212.3 (Max.) HUC212.3 (Max.) 22) : ' • W, 22) ' 10)10d common 11800 5,085 1,8D0 5,085 HU214-2 (Min.) HUC214-2 (Min.) 18)' x 21+ 18) "T • x I3'+' 8)10d common 1,515 4,500 1,515 5,085 HU214.2 (Max.) HUC214-2 (Max.) 24) 1,.'x 735' 24) %T' x 12W 12)10d common 2,01.5 5,085 2,015 5,085 1111214-3 (Mm.) I IUG214-3 (Min.) 18) '+' r l!" 18) + 8)10d common 1,515 4,500 1,515 5,085 HU214-3 (Max.) NUC214-3 (Max.) 24) + r "1 24) " f r I-, • 12)10d common 2,015 5,085 2,015 5.085 HU216 HU71(V 18) x 74+ 181' ;' x 1a'.' 8)10d x 1'h' 1,515 2,920 1,515 2,920 1IU216-2 (Alin,) IIUC216-2 (Min.) 20) , ' %'• 20) + 1 • ' 8) Iod common 1,515 4,920 1,515 4,920 lIU216-2 (Max.) IIUC216.2 (Max.) 16) - + % 26) • 1'`•' 12)10d common 2,015 1 5,0851 2,015 5,085 HU216-3 (Ain.) HUC216 3 (Min.) 20) h' : 23: 20)':1 r VW 8)10d common 1,515 1 4,920 1 1,515 4,920 lIU216-3 (Max.) liUC21&3 (Max.) 261 '•_ a 2?: 26)'"- r VW 12)10d common 1 2,015 5,0851 2,015 5,085 1. Lbidi bads have been increased for earthquake or w nd duration witri no further increase is allowed; mdujy v&en cth er lads 3o"em. 2. Minimum fc - 2,500 psi and minimum fn = 1,500 psi. 3. VJlitsi only ons Moylto is concsaled spw;dy right or left cax;sakrd flariye. 4. Models widl'X' are riot stock items. 5. Nrbi.4t,;lx 0 all IM 6151 lici 11)' Utrit I RCr;^ ..:C 1!-»5 (1ie r of C> 1)0-,*.(() ro w;tathty. Fasteners: 14o uarn•• on = 0.'02' du.:. 3•-2' long; i6 x 21'1 - 0.162' dna. x 2!Y long, t0a eprnin ;n - 0.148' d a. x 3' long: 10d x 1!'.' = 0.148' d 3 t 15:' k•rip. TTK2.25'34.4 -'.o'r I ::' T1ten 2; 71.2-252341-1 = Y.' w 21:' Then 2; TTN251?4H = T Ie^ 11.' x t5;' a1d TTL>_,52341-1 -Tltn^ s x : ' mty b,o be uxei of 1.1. table 1;_c:s. See pp. 25-27 la other nr:l rrzae arux We im31r.+. UPDATED 04117/17 Simpson Strong -Tie Wood Construction Connectors Hangers (cont.) S These producs are avaiable filth adonional corrosion protection. For rnore information, see p• 18. SIMPSON y.StP011g`ie Model No. Fasteners Allowable Loads (DF/SP) 71. ConcreteV Code Standard Concealed GFC:: J moi'.1"2 Concrete T:t:n,2 Joisl Upon 160) Down 100/125) Uplift 160) Down 1001125) Ref. HU44 HUC44 4) :." . 2b: 4) 4- . 11.` 1 2)10d common 380 1,000 380 1,545 HU46 (Min.) HUC46 (Min.) 8) • 8)'' 4)10d common 760 2,000 760 s.200 HU46 (Max.) HUC46 (Max.) 12) 12) .: 1-, 6)10d common 1,135 3,000 1,135 3.950 HU48 (Min.) HUC48 (Min,) 10) 1'4 r "W 10) N r 1 4)10d common 760 2,500 760 3,725 HU48 (Max.) HUC48 (Max.) 14) Y.' . 2:K 14) !•; x 1 T:' 6)10d common 1,135 3.500 1,135 4,920 HU410(Min.) HUC410(Min.) 14) 14)'1 :1-i 6)10dcamlloi 1,135 3.500 1,135 4,920 HU410 (Max.) HUC410 (Max.) 181 ".' 18) . • 1 10) 10d conunm 1,800 4,500 1,800 4,920 HU412 (Min.) HUC412 (Min.) 16)'1", 21'." 16)'%::17: 6)10d common 1,135 4,000 1,135 4,920 lIU412 (Max.) HUC412 (Max.) 22)'4" x 2?4" 22)'•+' x 0." 10)10d common 1,800 5.085 1,800 5.085 HU414 (Mm.) HUC414 (Min.) 18) 18) . 1 .. 8) lod common 1,515 4,500 1,515 5.085 HU414 (Max.) HUC414 (Max.) 24) 24) , 1 12)10d common 2,015 5.085 2.015 5.085 HU416 (Min.) HUC416 (Min.) 20)'.'." x 2i+' 20)',V x 13; 8)10d common 1,515 4,920 1,515 4.920 HU416 (Max.) HUC416 (Max.) 26)'4' x 2:': 26)':.' e 1?,V 112)10d common 2,015 5.085 2.015 1 5,085 HU66(Mn.) HUC66(Min.) 8) 8) '•''• 4)16dcommon 900 2,000 900 5,200 HU66(Max.) HUC66(Max.) 12) 12) .'•1', 6)16dcommon 1.345 3,000 1,345 3.950 HU68 (Min.) HUC68 (Min.) 10) '4" x 2-s: 10)1.4" r 1=': 4) 16d common 900 2.500 900 3,725 HU68 (Max.) HUCG8 (Max.) 14) :'i' x V4" 14)'.Y x I W 6)16d common 1,345 3,500 1,345 4,920 HU610 (Min.) HUC610 (Min.) 14) 14) ..' . 1 6)16d common 1,345 3.500 1,345 4,920 HU610 (Max.) HUC610 (Max.) 181 ' 16) 1 1 8)16d common 1,795 4,500 1,795 5,085 HU612 (Min.) HUC612 (Min.) 06)'•':' x ^41-' 16) !': x 1W 6)16d common 1,345 4,000 1,345 4,920 HU6121Max,) HUC612 (Max.) 2 2) '.' x ? .4" 22) :'.' + 1?." 8)16d common 1,795 4,920 1,795 4,920 170 HU614 (Min.) HUC614 (Min.) 18) 16) + : 8) 16dcommon 1,795 4,500 1,795 5.085 HU614 (Max.) HUC614 (Max.) 24) 24) 1! 12) 16d common 2,01S 5,085 2,015 SM85 HU616 (Min.) HUC616 (Min.) 20) :'•" . ori: 20)'.':' < 1 zi: 8)16d common 1,795 4,920 1,795 4,920 HU616 (Max.) HUC616 (Mex.) 26)'•.' x 234" 26)','-'x I?: 12)16d wrimon 2,015 5.085 2.015 5,085 HU7 (Min.) Not available) 12) • 12) • 1 ' t 4)10d x 1 IN 2,980 760 2,980 HU7 (Max.) Not available) 16) ' • 16) : .1 8) lod x 1 W 1085 3,485 1.085 3.485 HU9 (Min.) Not available 18) 'r:' x 1 a;" 18)'.'-' x 1,%,7 6)10d x I'N' 1,135 3.230 1,135 3,230 HU9 (Max.) Not available) 24) .4", 114' 24)!." + 1'.x" 10) lod x 1 W 1,445 3,735 1,445 3.735 HUI1 (Min.) Not available) 22) 22) '+• 1-,' 6) 10d x 1'h' 1,135 3.230 1,135 3,230 HUt 1 (Max.) Not available) 30) - 30) 1 10)10d x 11 1.445 3,735 1,445 3,735 HU14 (Min.) Mot available) 28) '." • 1?:" 28)'x' • It," 8)104 x 1'h' 1,515 3.485 1,515 3,485 HU14 (Max.) Not available) 36)'•:' x 11,4" 36)14'11 y' 14)106 x 1 e 2.015 4,245 2,015 4,245 HU3.25/10 Not available) 22) 22) . s 1 • 10)10d common 1,895 51085 1,895 5,085 HU3.25/12 Not available) 24) 24) - r 1 12)10d common 2,015 5,085 2.015 5,085 HU410.2 (Min.) HUC41D-2 (Min.) 14) %." z I JW 14)'4' x 1141' 6)16d common 1,345 3.500 1,345 4,920 HU410-2 (Max.) HUC410-2 (Max.) 18) 1!." , 11%, 18)'. + 8)16d common 1,795 4,500 1,795 5,085 HU412-2 (Min.) HUC412-2 (Min.) 16) + - 16) , : 1 6)16d common 1,345 4,000 1,345 4,920 HU412-2 (Max.) HUC412-2 (Max.) 22) ': ' "• 22) 1 ' 1 • 10)16d common 1.800 4,920 1,800 4,920 I1U414-2 (Min.) HUC414.2 (Min,) 20) ':'. 1?'i 20) N" + 1!': 8) 16d common 1,795 4,920 1,795 4,920 HU414-2 (Max.) HUC414.2 (Max) 26) '4' x t',." 76) '•;' x 1?." 12) 16d common 2,015 5,085 2,015 5.085 1. Upl,tt bads have been nereasoe for earthquake or wind duration with no further increase is allowed; re;1,,,;A :nes, OWN I::u1.1 2. Minimum tc = 2,500 psi and rrinxnum I'm = 1,530 psi. 3. When only one flange is concealee sPW* right or left concealed flange. 4, Modeb With '%' are not stock dems. 5. Produc is s":.0 Le Installx/ _ u:h '^.:I T len' cnav> >re no: C. wscd to M_Tt - Fasteners: IFF pGnxmpn = 0.1W da. * S'.' Ixvt: ICd x 2'^ = 3.162' dla. x 2.: h^g: lC j co1'm•n - C.116' o,a. 13' hng 1(,a • 1 !'i' _ (+,14F' qpl, Y 1 ! Lr+g. 1 I W 2.25134' 1_ 1i' 4 1,;' 1 ra'1 2: 1102-2521411 - %i' c 2 <' I i+nn 2; I I N25",3411- Lien '.i' x 1s11 aril TTN25?34H -Trcn !u ):-W r,ay r.Go ba u"W al lull table: k aC:.. Sea pp. 2Fr27 -or odx•r Nr I al:.oc aril n1o. •u0m. UPDATED 04117117 ff! O U dC C cIa, U C 2 100 C 2U 281 u` Simpson Strong -Tie 'Wood Construction Connectors w Face -Mount Joist Hangers This product s preferable to startler ds. c) lower because of easier Installation, b) higher loads, c) lower installed co" or a combination of these features. All hangers in this series have double shear nailing — an innovation that distributes the bad through two points on each joist nail for greater strength. This allows for fewer nails. faster installation, and the use of all common nails for the same connection. Double -shear hangers range loom the light capacity LUS hangers to the highest capacity HGUS hangers. For medium bad truss applications, the MUS offers a lower cost alternative and easier installation than the HUS or THA hangers, while providing greater load capacity and bearing than the LUS. HGl fO hangers provide similar caparabes as HGU.S douhle-shear hangers, but they use Simoson Strong -Ties Strong -D Nee SDS Heavy -Duty Connector screws instead of nads for faster and easier installation. In addition, the Strong -Drive SDS Heavy -Duty Connector screws help transfer the bad between the piles of the supporting girder when they penetrate all piles. Material: See tables on pp. 236-237 Finish: Galvanized. Some products available in stainless steel or IMAX° coating; HGUO a•:a-lable n HDC,; see Corrosion Information, pp. 15-18. Installation: Use all specified fasteners; see General Notes. Nails must be driven at an angle through the joist or truss into the header to achieve the table bads. or Lr r 0 LUS28 V MUS28 SIMPSON Stron--ne a I V'HUS210 HUS26, HUS28, aixi HHUS sirrulru) 4arHHUS210-2 Typical HUS26 Installation with Reduced Heel Height Truss Designer to provide fastener quanhry for connecting 11011ple members together) 235 LUS/MUS/HUS/HHUS/HGUS/HGUQ Face -Mount Joist Hangers (cont.) These products are MUMS with additional corrosion , These prodwls are approveo for nstalblion with the Shong-Driven protection, For more intormaton, see p• 18. SD Connector suety See pp. 39-40 for more information. 236 Model No. Min. Heil 9 Ga. Dimensions (in.) Fasteners W H 8 ca 9 Member carried Member SPF/HF Allowable Loads Single 21 Sizes UDOftI 160) Floor 100) Snow 115) LLIS24 LUS26 2% 4Y4 to 154 114 31h 4Y'. IV. IV. 4)10d 4)10d 2)1Oil 4)10d MUS26 4'156 18 154 514 2 6) 10d 6)10d HUS26 4V* 16 1% 5% 3 14)16d 6)16d HGUS26 454 12 1% 5% 5 20)16d 8)16d LU528 454 18 154 6% lY. 6)10d 4) 10d MUS78 6V* 18 I"s 6011& 2 8)10d 8) Iod HUS28 6'h 16 1% 7 3 12) toil 8)16d 1,005 740 12 1% 7'h 5 36)16d 12)16d LL1S210 4'A 18 154 794 15: 8) 10d 4)10d HE654 HUS210 8% 16 1% 9 3 30)16d 10)16d 1. See table below for allowable bads. SIMPSON Strong -Tie Note: For dimensions and fastener Wormatbn, we table above. See table tootno:es on p. 237. HHUS/HGUS See Hanger Options Information on pp. 121-123. HHUS - Sloped and/or Skewed Seat HHUS NiNers can be skewed to a maximum of 45• and/or sloped to a maximum of 45• For skew only, maximum allowable download Is 0.85 of the table bad For sloped only or sloped and skewed hangers, the maximum alowable download is 0.65 of the table bad Uplift loads for sloped/skewed conditions are 0.72 of the table bad, not to exceed 2,475 Ib. The fast 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 bad 0.46 of tattle load W < 2' Bevel cut 0.72 o1 table bad 0.46 of table load 2" < W < 6' Bovol wl 0.85 of table bad 0.41 of table load 2" < W < 6" Square cul 0.46 of table bad 0.41 of table load W > 6• Bevel cut 0.85 of table bad 0.41 of table load Acute side bpeury angle 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. UDOftI 160) Floor 100) Snow 115) Rool 125) Wind 160) UDtiltt 160) Floor 100) Snow 115) Rool 125) Wind 1601 Uplllit 160) Floor 100) Snow 115) Rool 125) Wind 160) Code Rel, Single lir Sizes LLIS24 490 670 765 825 1,045 490 725 830 895 1,135 420 575 655 705 895 LUS76 1,165 865 990 1,070 1,355 1165940 1,075 1,165 1,475 1,005 740 845 915 1.160 MUS26 1,090 1,295 1,480 1,605 1,825 1,090 1,410 1,610 1,745 1,825 940 1,110 1,265 1,370 1,570 17. FL. LI7 HUS26 1,550 2,720 3,095 3,335 3.335 1,550 2,950 3,335 3,335 3,335 1,335 2,330 2.650 2,820 2,865 H616S2r, I i'• 0 4,3rin 4,8115 5,23n 5,39n 10'•1' 4,725 5,29n ago 5,390 Ir , 3,750 4,2nn 4,500 4.Q5 11 LUS28 1,165 1,100 1,955 1,360 1,725 1,165 1,700 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 HG1628 1,791) 6,745 6,970 7,125 7,275 1791) 6.460 6,705 6,670 7,275 1,540 4,960 5,160 5,290 5,745 rL LUS210 1,165 1,340 1,525 1,650 9..090 1 1,165 1 1.445 1,660 1,795 9,770 1,005 1,145 1305 1,415 1745 FL, 7US210 3,000 4.255 4,445 4,575 5,020 3,000 T4.105T4,310 4,450 4,930 2,580 3,150 3,315 3.425 3,815 17, 217 Note: For dimensions and fastener Wormatbn, we table above. See table tootno:es on p. 237. HHUS/HGUS See Hanger Options Information on pp. 121-123. HHUS - Sloped and/or Skewed Seat HHUS NiNers can be skewed to a maximum of 45• and/or sloped to a maximum of 45• For skew only, maximum allowable download Is 0.85 of the table bad For sloped only or sloped and skewed hangers, the maximum alowable download is 0.65 of the table bad Uplift loads for sloped/skewed conditions are 0.72 of the table bad, not to exceed 2,475 Ib. The fast 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 bad 0.46 of tattle load W < 2' Bevel cut 0.72 o1 table bad 0.46 of table load 2" < W < 6' Bovol wl 0.85 of table bad 0.41 of table load 2" < W < 6" Square cul 0.46 of table bad 0.41 of table load W > 6• Bevel cut 0.85 of table bad 0.41 of table load Acute side bpeury angle Top Yew HHUS Hanger Skewed Right Joist must be bevel cut) All Joist nails installed on the outside angle (non-acute side). Face -Mount Hangers These products are available with add tonal corrosion , These products are approved for installation with the Strong -Drive' protection. For more information. see p• 18. SD Connector screw. See pp. 39-40 tot more Wormaton. a a a i -i SIMPSON StrongTie Model No Min. Heel Height Ga. Dimensions (In.) Fasteners I DFISP AQomr4ble Loads SKMARDiffablet.Dads Code RatCarryingICarded W H B Member Member I Uplift I Floor Snow Roof Wind 160) (100) (115) (1 25) (160) I UpliftFloor Snow Roof Wind 160) (100) (115) (125) (160) Double 2x Sizes WS24-2 2h 18 341 3h 1 2 1 4)16d 2)16d 440 800 910 985 1,250 380 680 780 845 1.070 WS26-2 434 18 355 441 2 4)16d 4)16d 1,165 1,030 1,180 1,280 1,625 1.000 880 1,0'0 1090 1385 FL HHUS26-2 4% 14 3%s 5% 3 14)164 16d 1,550 2,785 "3,155 3.405 4265 1,335 2,390 2,710 2.925 2,665 17, 1,17, HGUS26.2 494 12 334 5556 4 1 20)16d 8)16d 2.155 433 4,675 5.230 15,575 1,855 3,750 4.200 4,500 4,795 HGU026.2-SDS3 5% 12 334 57/6 4 1215.' x 3' SDS 4)'/4" x 3" SDS 1,635 5.040 5,565 5565 5,565 1,175 3,630 4,005 4,005 4,005 F! LUS28-2 495. 18 3 h 7 2 6)16d 4) 16d 1,165 1,315 1.500 1,625 2,060 1,000 1,125 1,285 1390 1,765 HHUS28-2 634 14 334 7'/4 3 164 16d 2,000 4,210 4,770 5,140 6.440 1,720 3,615 4,095 4,415 5,375 17 L17, FL HGUS28.2 634 12 334 734 4 A 16d 12)16d 3.235 7,460 7.460 7,460 7.460 2,765 6,415 6,415 16.415 6.415 HGU028-2-SDS3 7'/. 12 3356 T& 4 20) Y: x 3' SDS 6) Y: x 3" SDS 2.565 7,330 7.330 7„330 7.330 1,845 5,280 5.280 5.280 5,280 FL WS210-2 61A6 18 3% 9 2 8)164 16d 1,745 IMO 2.090 2.M 2,870 1,500 1,565 1.785 11,935 2,255 HHUS210.2 8% 14 334 81A 3 M 164 0)16d 1, 5,635 6,380 6,880 7,165 3 525 4,835 5,270 5.380 5.765 17 L17, FL HGUS21D-2 8316 12 334 9144 46)16d 06)16d 4.095 9,100 9,100 9,100 9.100 3,525 7,465 7,7',70 7,825 7825 HGU0210-2-SDS3 9). 12 334 9344 18) %: x 3" SDS 8) 91 3" SDS 3.440 7.415 7,415 7,415 7,415 2,475 5.340 5.340 15.340 5,340 FL Triple 2x Sizes HGUS26-3 4 Wif; 12 41Y,6 51h 1 4 1 20)16d 8) IGd 2.155 4,355 4,875 5,230 5,575 1,855 3,7(70 4,200 17, L17, FL HGU026- 33- SDS4.5 5h 12 4004 Sh 4 (12)'7.'x4'h'SOS (4)'/.-x4'h'SDS 1,635 &040 5,165 5,165 5.165 1,175 3.630 3,720 720 FL HGUS28.3 6%. 12 4'34 7h 4 06)16d 1211Gd 3,235 7,460 7,460 7460 7460 2,785 6,415 6,415 415 17,L17,FL HGU028.3-SDS4.5 75. 12 4'35. 71/4 14,5W4,79595 4 201'/:x4'tiSDS (6)%x4WSDS 2.565 8,400 9,175 9.175 9.175 1,845 6.050 6,605 05 FL HGUS210-3 8Ww 12 4 y4 9A 4 1 46)1Gd 16)16d 4,095 9,100 9,1D0 9,100 9,1100 3,525 7825 7,825 25 17 L17, rL 110002103SD54S 9Y. 12 4ltt 9%. 4 (!81'/. x4Yi SD6 (!n%: x451 S0.S 3.440 9,745 9.745 9,/45 9,%45 2.4%5 7015 7,Oty 1S FL HGUS212-3 10% 12 4'346 104. 4 16d I6d 5.045 9,600 9600 9,600 9,600 4,335 8,255 8,255 25517,1,17 FL HGUS214-3 1235 12 4'34 124'. 4 16d 21164 5,515 10.100 10,100 10.100 10,100 4.745 8.685 8.685 85 Quadruple 2x Sizes HGUS26-4 51h 12 634 SM& 4 16d 8)16d 2.155 4.355 4,875 5.230 5,575 1,855 3,750 4,200 4.500 4.795 17, L17, FL H00026-4•SDS6 Sli 12 694 5356 4 12)5': x6'SDS 4)'/: x6' SDS 2.375 5.040 5,165 5.165 5.16511,710 3.630 3.720 3,720 3,720 FL HGM28.4 7 % 12 GY. Viii. 4 36)16d 12116d 3.235 7,460 7,460 7,460 7,460 2,765 G 415 6,415 6,415 6,415 17, LI7 FL HGU028-4•SDS6 7Y. 12 694 734 4 10)'/5"16'SDS 6)'/VVVSDS 4,020 &400 8,660 8,860 8.860 2,890 6.050 6.380 6,380 6.380 FL HGUS210-4 9%4 12 635. 934 4 46)16d 16)16d 4,095 9,100 9,100 9.100 9,100 3,525 7,825 7,825 7,825 7,825 17, L17 FL HGU0210-4-SDS6 9Y. 12 694 93x, 4 281'/: x6•SD5 9)'/4"x6"SDS 4,170 10.260 10,260 10.260 i0.260 3.000 7385 7365 7385 7.385 FL HGUS212.4 1033 12 634 10% 4 5Q 16d 10116d 5,045 9,600 9.600 9,600 9,600 4,335 8,'1,55 8.255 8.255 8.'255 17 U7 FL HGU5274-4 1235 12 694 1231 4 1661164-- - RA 16d 5,515 10.100 10.100 10,100 10,100 4,745 &685 8,685 8,685 8.685 4x Sizes WS46 4% 18 394 I 43. 2 4)164 4)16d 1,165 1,030 1,180 1,280 1,625 1.000 880 1,010 1,090 1,385 NGUS46 4'/r. 12 331 1434.1 4 1 2D) 16d 16d 2,155 4355 4,875 5.230 5,575 1,855 3,750 4,200 4,500 4,795 17 L17, FI. 7HUS46 43'1. 14 3% 534 3 1 14)16d 6)16d 1.550 2,790 2.160 13,410 4,265 1335 2,390 2.710 2,925 3.665 HGU046-SDS3 A 12 3% 451 4 121'/: x 3' SAS 4) Y: x 3" SDS 1,635 5,040 5,1115 5,165 5165 1,175 3,G30 '.t720 3,720 13.720 Fl. LUS48 431 18 394 63: 2 6)16d 4)164 1,165 1,315 1,500 1,625 2.060 1,000 1,125 1,285 1,390 1,765 HUS48 HHL1548 6'b 6'h 14 355. 7 14 336 751 2 3 6)1Gd 22)16d 1Gd 8)164 1,550 1,595 1,815 1,960 2,470 1550 1365 1,555 1,680 2115 2,000 4,215 4,770 5.150 6.440 1,720 1 15 4,095 4.415 5535 17 L17, FL NGLIS48 06 12 3% 7556 4 36) 16d 12116d 3.235 7,460 7,460 74_60 7460 '1.785 6,415 6,415 6,415 6,415 2.565 7.330 7,330 7,330 1 7330 1,845 5.280 5,280 5.280 5.280HGU048-SDS3 7Y. 12 331 61A(20)1/.`x3-SDS4 161 h" x 3' SDS rL LUS410 6'/4 18 395. 83. 1 2 164 16d 1,745 1.830 2,090 2.265 2,870 1500 1.565 1,785 1.935 7.455 HHUS410 831 14 to) l6d 101 t6d 3,745 5.640 6x85 6890 7,165 3.440 4.835 5.480 5.910 6.165 17 L17, FL HGUS410 8516 12 46)16d 14)7 161 4,095 9,100 9,100 9,100 9,100 3,525 7,82,`7 7,825 7825 7825 H00041D-SDS3 9Y. 12 181/ t 28)'/:x3"SDS M%:x3'SDS 3.440 7,415 7,415 7,415 7,415 2,475 5.340 5.340 5.340 5,340 FL HGUSz12 107/ 121 56)166 0116d 5045 9,600 9,600 9,600 9,600 4,335 8,255 8.255 6,7.55 8,75_5p,1,17,fl HGUS414 11'* 12 66)164 221150 5,515 10.100 10.100 1000 10.100 4,745 8.685 8.685 8.685 b 685 1, Uplift Loads have Dean Increased for wind or earthquake loading with no further increase allowed. Repuce where other bads govern. 2. Wind (160) is a download rating. 3. Minimum heel height shown Is required to achieve full table bads. For less than minimum heel height, see larhnical bulahn T-C-REDHEEL at strongtie com. 4. Truss chard cross -grain tension may I and allowable bads in accordance with ANSVfPI 1-2007. Simpson Strong -Tie° Connector Selector' Software includes the evaluation of cross -gran tension n its hanger allowable bads. For addrional information, contact Si^,pson Strong -Tie. 5. Simpson Strorg-Tie"' Strong -Drives SDS Heavy-0uty Connector screws are permitted to be ,nstak:d through metal truss dates as approved by the Truss Designer. provided the requirements of ANSVrPI 1-20'4 Sections 7.5.3.4 and 9.9.2 are met (pre -drilling required through dile plate using a max mum of Va' bit). 6. S6org-Drive SDS Heavy -Duly Corwneclor screws that parnabate all plies of One supporting girder (screws must penetrate a ndnirrurn of 1' into dna last truss py) may also be used to transfer the bac through all the piss of the suoporting girder. When Strong -Drive SDS Heavy -Duty Connector screws do not penetrate all plies of the supporting girder truss, supplemental Strong-Dnve SDS Heavy -Duty CMWIOr 2-oro.v5 m the hanger bratarva may be required to transfer the bad to the truss pies not penetrated by the face fasteners. as detennined b/ the Cesgw. 7, The supportng girder truss must have adequate thickness to accommodate the screw length, so thal the screw does net protrude ON the back of :1x1 girder. 3'- or 4'h'aong Strong -Drive SDS Heavy -Duty Connector screws may be substituted for the longer Strong -Drive SDS Heavy -Duty Connector screws with no load reduction, S. Loads shown are based on m n+num of 2 -ply 2x carrying member for naiad hangers. With 3x carrying members. use 16d x 2 W nails into th9 heads and 16d commons into the joist with ro bad reduction. With single 2x carrying members, use 10d x 1 h' nags into the header and 10d commons Into the pest, and reduce the bad to 0.54 on the table value. 9. Nails: 1&1= 0.162' dia. x 314' long. See pp. 26-27 for other nail sizes and Information. 237 M HTU Face -Mount Truss Hanger The HTU face -mount truss harper has nail patterns designed specifically for shallow heel heights, so that full allowable bads (with minimum nailing) appy to heel heights as low as 3rh'. Minimum and maximum nailing options provide solutions for varying heel heights and end conditions. Alternate allowable bads are provided for gaps between the end of the truss arxi the can png member up to 'h" max. to allow for greater construction tolerances (maximum gap for standard allowable bads is `h" per ASTM D1761 and D7147). See technical bulletin T -C HANGERGAPS at strongtie.com for more information. Material: 16 gauge Finish: Galvanized Installation: Use all specified fasteners; see General Notes Can be installed filling round holes ordy or filing round and triangle holes for maximum values See alternate installation for applications using the HTU26 on a 2x4 canyirg member or H TU28 or HTU210 on a 2x6 carrying member for additional uplift capacity Options: II HTU may be skewed up to 67 W. See Hanger Optiorxs on p. 239 for allowable bads. See bngirleerirlg letter LlrHT IISD at strongtie.com for iristelabon cath Song -Drive' SD fasleneis. Codes: See p.14 for Code Reference Key Chan SIMPSON Strong'Tie lam Mm. heel height per table HTU26 Typical HTU26 Minimum Nailing Installation 4i' max. gap behveen end of truss and carrying member HTU Installation for Alternate Installation - Standard Allowable Loads HTU2e Installed on For 'h' maximum gap, 2x6210 sirru Memberng use Alternate A9owab/e Loads) PF Therso pioduc4 are approved ter knstaladon with ilia Strorg-Drlve° SD Corxnector serew. See pp. 39-40 lir more lnformallom Standard Allowable Loads ('/e" Maximum Hanger Gap) Model Min. Dimensions (in.) Fasteners I DF/SP Allowable Loads SPF/HF Allowable Loads CodE No. Heid W H B Member Member 1plift IG0) 10) 11 Root 125) r 160) 60) 100) 115) 125) ind 160) Het Single 2x SizesSingle HTU26 3'h 14U 5'k 31h 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 HTU26 (Mutt.) 314 1% 5'k 3h 20) 16d 14)10d x 1'h' 1.250 2,940 3,200 1 3,200 3.200 1.075 2.015 2,015 2,015 2.015 H I U26 (Max.) 51h 1 % 57/4 31h 20) 16d 120)10d x 1'h' 1,555 2,940 3.340 3,GD0 4,010 1.335 2,530 2.870 3,095 7450 17 111 U28 (Min.) 3'h 144 7444 3h 26)16d 14)10d x 1 h' 1,235 3.620 3,895 3,895 3,895 1,060 2,920 2,920 2,920 2,920 1.17, HTU28 (Mat.) 7Y. 1 % 7H4 Th 26)16d 26)1Od x t h' 2.140 3,620 4,340 4,680 5,435 1,840 3.285 3.730 4.025 4,675 FL HTU210(Mr0 37.4 1% 9)k 3h 32)164 14)10dx1'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 )% 13 Y., 31A 32)16d d'1 10d x 1 h" 3,315 4,705 5,345 5,760 5.995 2.850 4,045 4,595 4,955 5,155 Double 2x Sizes HTU26-2 (Min.) 314 3764 5'k 3h 20)16d 14)10d 1.515 2,940 3.340 3,600 3,910 1,305 2,465 2,465 2.465 2,465 HTU26-2 (Max.) I 51h 131A. 574, 3'h 20)16d 20) -,Od 2,175 2,940 3,340 3,600 4,485 1.870 2,530 2,870 3.095 3,855 HTU28-2(Min.) 3h 354 7H4 31h 26)16d 14) 110d 1,530 3.620 4,310 4,310 4,310 1,315 3,235 3.235 3.235 3,235 I7. 14TU28.2 (Max.) 7'/. 3t•S4 71St 31h 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. 11TU210.2 (Min.) 3'h 344c 9Y. 3'h 2)163 14)10d 1.755 4.705 4,815 4.815 4,815 1,510 3.610 3,610 3,610 3,610 HTU210-2 (Max.) 9y. Tim, 9)% 3% d2) 16d 32)104 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 betwoen the joist (or truss) enc and the carrying memoer. 2. Minimum heel heights required for fug table loads are based on a minimum 2/12 pith. 3. Uplift has been increased for wind or earthquake loading with no further increase allowed; reduce where other bads govem. 4. Wird (163) is a downhad raing. 5. For hanger gaps between h' and h', use the Altemale Allowable Loads. 6. Truss Unid cross -gra n trusion may Ihrvt aMwahla bads h accordance with ANSVTPI 1.20; A. Simpson Strong -Tie° Connector Selector - Software includes the evaluation of cross -grain tension in its hanger allowable bads. For additional Informalbn. contact Simpson Strong -Te. 7. Loads shown are based on a minimum 2-py 2x carrying member. For angle 2x canyng members, use N10 (1 od x I'A') nads into the header and reduce the al w -able download to 0.70 of the table value. The allowable uplift is 10040 of the taola bad. 8. Nails: 16c - 0.162'd& x 3h' long. 103 - 0.148' dia. x 3' long. 1 Dd x 1 h' = 0.148' dia. x 1'h' long. See pp. 26-27 for other rail sirs and information. 238 UPDATED 04117/17 Simpson Strong -Tie- Wood Construction Connectors Face -Mount Truss Hanger (cont.) PF These products are approved for installation with Ins Strong -Drives SD Cornmior screw. See pp. 39-40 for more information. Alternate Installation Table for 2x4 and 2x6 Carrying Member SIMPSON 6S>tromg-Tie t. See table above for di nensi0ns and add4ional footnotes. 4. Nails: 16d = 0.162' da. x 3h' long, 10dr1 h = 0.128' die. x 1 h' long. 2. Maximum hanger gap for the alternate installation is W. See pp. 26-27 for other nad saes and nforn nation. 3. Wind (160) is a downbao rating. Alternate Allowable Loads (1/2" Maximum Hanger Gap) Model No. Min. Minimum Fasteners HF/SPF Allowable Leads'.' DF/SP Allowable Loads Skew Angle SPF/HF Allowable Loads CodeModel No. Heel Height Carrying Carrying Carried Uplift Floor Snow Root Wind Uplift Floor Snow Root Wind Ret, 133/160) in.) Member Member Member 160) 100) 115) 125) 160) 160) 100) 115) 125) 160) 1% 5%.13,41 HTU26 (Min.) 31A 212x4 10)16d 14)10d x 1 h` 925 1,470 1,670 1,800 2.040 795 1,265 1.435 1,550 1,755 1% 5'/u 31h HTU26 (Max.) 5'h 2)2.4 10)16d 20) 10d x 1 e 1,310 1,470 1,670 1,800 2,250 1,125 1,265 1,435 1,550 1,935 17, HTU28 (Max.) 71/1 2) 2x6 20)16d 2b)10d x t h' 1,970 2,940 3,340 3,600 3.905 1,695 2.530 2,870 3,095 3,360 FLFL HTU210 (Max.) 9'/. 1 2) 26 20)16d rd2)106 it I W 2,760 2,940 3,340 3,600 3.905 2.375 2.530 2.870 3,095 1360 1% 7146 3% t. See table above for di nensi0ns and add4ional footnotes. 4. Nails: 16d = 0.162' da. x 3h' long, 10dr1 h = 0.128' die. x 1 h' long. 2. Maximum hanger gap for the alternate installation is W. See pp. 26-27 for other nad saes and nforn nation. 3. Wind (160) is a downbao rating. Alternate Allowable Loads (1/2" Maximum Hanger Gap) Model No. Min. Heel Height Dimensions (in.) Fasteners HF/SPF Allowable Leads'.' DF/SP Allowable Loads Skew Angle SPF/HF Allowable Loads Coda W H 81 Member I Carried MemberMember 1ift I 0) (100) 6 115) 125) 160) UPI 60) Floor 1 0) 11ind 5) 125) 160) ind Rat 100/115/125) 133/160) 100/115/125) 51 Single 2x Sizes 14) IW x 116' 1,315 2,945 1,130 2,530 HTU26 51-671h 20 164 HI U268 3'h 1% 5%.13,41 20)1Gd 01)10dx1%i 670 2,/35 2,/35 2,13S 2,73b 56 1,/25 1,/25 1,/25 1,725 26) 16d HTU26 (Mm.) 31A 1% 5'/u 31h I (20)16d 14)10d x 1 h' 1,175 2,940 3,100 3,100 3,100 1.010 1,955 1,955 1,955 1,955 32)16d HTU26 (Max.) 5'h 1% 5'A6 3 h 20)16d 20)10d x 1 le 1,215 2,940 3,340 3,600 3,760 1.045 2.370 2,370 2,370 2,370 17, IITU28 (Min,) XA 1% 7146 3% 26)16d 14)10d x 1'h' 1,125 3.770 3.770 3,770 3,770 970 2,825 2,825 2,825 2,825 L17, HTU28 [Max.) 7/ 1% 7146 3% 26)16d 26)10d x 1 1h' 1.920 3,820 T4,340 4,680 5.015 1,695 3,285 3,730 3,765 3,765 FL HTU210 (Min.) 3'A 1 % 9146 31A 32)16d 14)10d x t h' 1,2503,600 1 3,600 3,600 3.600 1,075 2,700 2,700 2,700 2.700 HTU210 (Max.) 9'/. 1 % 9%u 314 32)16d 32)10d x 1,A' 3,255 4,705 5,020 5,020 5,020 2,800 5,765 3,765 3,765 3,765 Double 2x Sires HTU26-2 (Min.) 3'14 31A6 5%6 314 1 (20)16d 14)10d 1,515 2,940 1 3,340 3,500 3,500 1 1,305 2,205 2,205 1 2. 205185M55HTU26-2 (Max.) 5'14 3414 5%6 3 h 20)16d 20)10d 1.910 2,940 3,340 3,500 3,500 1,645 2,205 2,205 2,205HTU78.2 Min. 3 A 3446 7146 3'14 76)16d 14)10d 1,490 3,820 3,980 3,980 3,980 1,280 2,985 2985 2,985 17, HTl12B-2 (Max.) 7%. 3446 7146 3'14 26) lfi4 261 lOd 3,0.15 3.820 4,340 4.680 5,.555 2.610 3,285 3,730 4,025L17, FL HTU210 2 (Min,) 3'A 3416 9546 3'14 32)164 14) lOd 1,755 4,255 4,255 4,255 4,255 1,510 3,190 3,190 3,190HTU210-2 Max.) 9 3446 9%. 3/. 32)164 32)1od 3.855 4705 5345 5760 6470 3315 4045 4595 4855 See table footnotes on p. 2238. Options: See Hanger Options information on pp. 121-123. Skewed Seat Skewable up to 671h Available lot sngle and 2 -ply size. No bevel cut required. Allowable Loads for Skewed HTU Hangers flange flange ; s de Specify angle Top View HTU Hanger Skewed Right < 51 IMICIMF Specify angle 51• to 67'h• I. Uplift loads have bash bicrtrased for wird or 3. Maximum hanijer gap between erd of juW (cuss) aid tate of Top View HTU Hanger earthquake loading with no further increase carrying member a h'. Skewed Right 2 51 allowed. Reduoe where other bads govern. 4. Nails: I fid = O. 162' dia. x 314' long, I Odx t h = 0.148' da. x 1'14' brg. 2. Allowable downbads may rot be increased. 10d = 0.148' dna. x 3' long. See pp. 26-27 for other nal sizes and information. 239 Fasteners DFL/SP Allowable Leads'.' HF/SPF Allowable Leads'.' Model Skew Angle No. Degree) Carrying Carried Uplift Download Uplift Download Member Member 133/150) 100/115/125) 133/160) 100/115/125) 51 20)164 14) IW x 116' 1,315 2,945 1,130 2,530 HTU26 51-671h 20 164 121100 11 h' 970 2,595 835 2,230 51 26)16d 20)10d x 1 h' 2,015 3,060 1.730 2,630 HTU28 51-671h 26) 16d 117) 10d x 1'14' 1,495 2,815 1,280 2,420 51 32)164 26 10d x l 1W 2,715 3,175 2,335 2,730 HIU210 511-671h 1 32)16d 22)10d xl 1h' 2,005 1 3,040 1.725 2,615 51 20)1Gd 1410d 1,335 2,555 1,145 2.200 HTU26-2 51-6714 0 164 12) 10d 1,110 2.700 955 2.320 51 26)16d 20)10d 2,470 3,890 2,120 3,345 HTU28-2 51-67 h 6 l6d 1 10d 1,710 3,775 1.470 3,245 51 32)164 26 10d 3,600 4.935 3,100 4.245 H1U21p 2 51-67%1 32) 16d 22) 10d 2,255 4,790 1,940 1 4,120 flange flange ; s de Specify angle Top View HTU Hanger Skewed Right < 51 IMICIMF Specify angle 51• to 67'h• I. Uplift loads have bash bicrtrased for wird or 3. Maximum hanijer gap between erd of juW (cuss) aid tate of Top View HTU Hanger earthquake loading with no further increase carrying member a h'. Skewed Right 2 51 allowed. Reduoe where other bads govern. 4. Nails: I fid = O. 162' dia. x 314' long, I Odx t h = 0.148' da. x 1'14' brg. 2. Allowable downbads may rot be increased. 10d = 0.148' dna. x 3' long. See pp. 26-27 for other nal sizes and information. 239 Simoson Strony-Tie Wood Construction Connectors Adjustable Truss Hangers This product is preferable to similar connectors because of a) easier Installation, b) higher bads, c) lower installed cast, or a combination of these features. The THA series have extra long straps that can be field-lonmed to give height adjustabibty and lop Range hanger convenience. THA hangers can be installed as top Range or Ioce-mount hangers. THA4x and THA2x-2 models feature a dense nad pattern in the straps, which provides more installation options and allows for easy top Range installation. Material: See table Finish: Galvanized. Some products available in ZMAXe coaling; see Corrosion Information, pp. 15-1& 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 Range requirements. Instal top and face nails according to the table. Top nails shat not be within % from the edge of the top Range members. For the THA29, nails used for joist attachment must be driven at an angle so that shay penallate through Uta cpnrxar of Ila joist alxd into the header. For all other lop Range installations, straighten the double shear nailing tabs and install the nails straight into the joist. Face Mount Installation — Install all face nails according to the table. Not all nad holes will be Idled on al models. On nxodels 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 nxstalation loads. Instal the tabulated face nails into the face and top of the carrying member. Nails used for the loist attachment must be driven at an angle so that they penetrate through the cot rei of the joist into the header. Uplift — Lowest face nails must be Idled to achieve uplift bads. Options: THA hangers available with The header Manges lurned in for 3W (except THA413) and larger, with no bad reduction - order THAC hanger. Codes: See p.14 for Code Reference Key Chart 1 forTHAC422 2WIW TKA422.2 7HAr262 6THAC422 L +y.• iyetil may 24S'br 1HM22.2 C and TNM262 sl 6THA418 Face nulls Top nails per table W table Double 4x(2 - Use Il0 table value Single 4x2-' seefootnote 3 . stratghlen the double shpr nailing labs and instal nails straight Into the joist Typical THA Top Flange Installation on a Nailer except THA29) Alternate Installation of THA422 I e Doub4rShear I Dorris Double -Shear Double -ailingNaing S de Vow Shear Side View: (Avabbte on Na -ling • Do nor I • sY..e rxodtls) Top Vew bend lab I U.S. Patent 5.603.580 SIMPSON Strol IL -Tie 2 fart nails Total) too nab double shear nailing tabs and install nails straight Typical THA422 Top Flange Installation on a 4x2 Floor Truss Typical THA29 Face Mount Installation Typical THA29 Top Flange Installation Min, header depth 229 THA/THAC Adjustable Truss Hangers (cont.) a These products are evadable with additional corrosion protection. For more information, see p. 18. 230 LStro PSON ngTie Model N0. 6a. Dimensions (in.) Min.' Flange Min. DepthTop Fasteners DF/SP Allowable Loads SPF/HF Allowable Loads Code Rel. Top W7HC Carrying Member Carried Member Uplftl 60) Floor 100) Snow 115) Root 125) Wind 160) Uplill Floor SAFaceStraightSlant Top -Flange Installation' THA29 18 I% 9134.6 551 2% - (4) 10d 4)10d 4)10d 560 2,260 2,310 2,350 2,350 480 1,740 1,785 1,815 1,815 THA213 18 1% 13456 51A 1'h - (4)10d 2)10d (4)1Dd x 1 e - 1,1515 1.615 1,615 1,615 1,280 1,280 1,280 1,280 THA218 18 1% 17456 51h 2 - (4)10d 2)106 (4) 10d x 1'h' - 1,615 1,615 1,615 1,615 1,280 1,280 1,280 1,280 THA218-2 16 3% 17'X6 8 2 - (4)16d 2)166 6)10d - 2.245 2.245 2.245 2.245 1.935 1,935 1,935 1,935 18, L15. THA222-2 16 iii 22456 8 2 - (4) 16d 2) 16d G)10d - 2.245 2,245 2,245 2,245 1,935 1,935 1,935 1,935 FL THA413 18 3% 13456 41h 1'F. - (4)10d 2)10d 4)10d - 1,615 1,615 1,615 1,615 1.280 1,280 1,280 1,280 THA418 16 3% 17'h 714 2 - (4)16d 2)16d 6)10d - 2,245 2,245 2.245 2.245 1,935 1.935 1.935 1,935 THA422 16 3% 22 7'h 2 - (4)166 2)1Gd 6)10d - 2.245 2,245 2.245 2.245 1,935 1.935 1,935 1,935 THA426 14 3% 26 7A 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 THA426-2 14 7% 221456 945 14 7/ 265k 94. 2 - (4) 16d 2 - (4)1Gd 4)1Gd 4)16d G)1Gd - 6)166 - 3.330 3.330 3,330 3.330 3,330 3.330 3,330 3,330 2,865 2.865 2,865 2,865 2,865 2,865 2.8155 2,8155 FL,170 FL,170 Face -Mount Installation' THA29 18 1% 9134.6 514 9134.6 - 16)10d 4)10d 560 2,125 2,310 2,350 2,350 480 1,740 1,785 1,815 1,815 THA213 18 1% 13416 51,ol 13456 - 14)10d 4)10d 1,170 1,955 2020 2;1651,065 780 1,680 1,735 1,775 1;7512,065THA218181% 17x56 5'h 17446 - 18)10d 4) 10d 1,170 1,955 200 2,065 780 1,680 1,735 1,775 17,15 THA218-2 16 31A 17'34.6 8 14546 - 22) 16d 6) 16d 1,855 3695 3,695 3.69513,695 1.595 3.185 3,185 3.185 3.185 18, L15. THA222-2 16 315 22456 8 14X6 - 22) Itxl f)i 1641 1,855 3695 3,695 .1,695 3,G95 1,59.5 1,185 3,18;1 318:5 3,185 FL THA413 18 3% 13456 4% 13% - 14)10d 4) l0d 1,170 1,940 2,235 2.400 2,400 780 1,660 1,910 2,075 7,210 THA418 16 3% 17'h 744 14156 - 22) 16d 6)16d 1,855 3.695 3,695 3,695 3,695 1,595 3,185 3,185 3.185 3.185 THA422 16 3% 22 191 14X6 - 22) 16d 6)16d 1,855 3.695 3,695 3.695 3.695 1.595 3,185 3.185 3.185 3,185 THA426 14 3% 26 7 ti 16X6 - 30)16d 6) l6d 1,855 1.480 1,460 4,480.4 - 48U 1,595 3,855 3,8 5 3,855 3 655 FL THA422-2 14 7% 22N 94'. 16446 - 30)l6d 6) 16d 1,855 5.160 5520 5.520 5.520 1,595 4,440 4,745 4,745 4,745 I -L,170 THA426-7. 14 7h 261% 945 18 - 38) 16d 6)166 1.855 5 570 5.570 5.570 5,520 1,595 4.745 4,745 4,745 4,745 FL,170 1, llpl ft has been .increased 60% for w nd or earthquake loading wish no further ncieasa allowed; reduce Where other bads govern. 2. Wind (160) is a download rating. 3. For Single 4)Q top Chord carrying rnernoers or single 2x naders. the following THA hangers Can be installed using Iod x 1 h' top rads and (2) 16d face nails with reduced allowable bads as noted: THA4 /8/1HM472. 1,415 Ib. for DF/SP, 1,215 Ib. for SPF; THA426: 2.245 lb. for DF/SP, 1,930 to. for S°F; T14A422-2/THA426-2. 2,345 lb. for DFB? 2,015 to. for SPF. Loads are bases on huger iistallafions al panel points. 4. Fare -mount installation bads are based on minimum of 2 -ply 2x carrying member. For single 2x carryrg nennbets, use 10d x 1 h• nate into the ca,. -Ong member and tabulated lasterers into tho carried member, aro use 0.80 of the table value for 18 gauge, and 0.68 o1 the table value ler 16 gauge and 14 gauge. 5. Mn. Top Flange refers to the rninimunn larglh of sirap that must be field loaned over the header. 6. For the THA 2x mooels, one strap may be installed vertic* according to the face mount nailing requirements ano the other strap wrapped over the miss chord according to the top flange nailing requirements (see drawing on p. 229) anc achieve full labulated top flange installation bads. 7. Nails, 16d = 0.162' dna x 31h' long. 10d = 0.148' da. x long. 10d x 11' = 0.148' dia. x /'h' long. See pp. 26-27 for other nad sizes and nfern cion. FA THAR/L422 Skewed Truss Hangers Designed for 4x2 floor trusses and 4x beams, the THARIL422 has a standard skew of 45•. Straps must be bent for lop flange installation. PAN nailing helps eliminate splitting of 4x2 truss bottom chords. Material: 16 gauge Finish: Galvanized Installation: Use all specified fasteners: see General Notes Straps must be field -formed over the header a minimum of 2'h' Minimum and maximum nailing configurations available — see table for nailing requirements Codes: See p. 14 for Code reference Key Chart THAL422 SIMPSON Typical THAL422 Installation with Minimum Nailing on a Floor Truss with Double 4x2 Top Chord 1, Uplift has been increased for wind or earthquake loading with no further increase allowed: reduce where other bads govern. 2. Roof bark are 125% of fbcr bads unless Gmileo by other enters. Floor baes may be adjusted for bad durations a.^.00rdi ng to the Code prevrded they do not exceed those in the root column. 3. Whe'e the top of the carried member is Gush vnth the top of the carrying me^ber, Hee is equal to the depth of the carried member. Otherwise. H,Jr shall be measured from the lop of the Learing seal to the top of the carryng member. 4. Nails: 10d = 0.148' ds. x v leg, 10d x 1 h' = 0.148' dia. x 1'b' long. Sao op. 26-27 for other nail sizes and Information. 241 Simpson Strong -Tie Wood Construction Connectors 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 (terminal) hips. Material: 14 gauge Finish: Galvanized Installation: Use all specified fasteners; see General Notes. All multiple members must be fastened together to act as a single unit. Shall be attached to a double girder truss to allow for required minimum nail penetration. See footnote 3. Options: These hangers cannot be modified Codes: See p.14 for Code Reference Key Chan Simi Top View Left -Hand Hip Installation SIMPSON Strong—Tie THJA26 Top View Right -Hand Hip Installation Typical THJA26 Installation Top View Terminal Hip without Center Common Jack 1. Uplift bads have been increased for wad or anhquake loading w 1h no further increase aloweo; recuce where other loads govern. 2.Wu-KJ (160) is a dowrduad ia:rg. 3. Loads shown are based on a minimum (2) 2x6 carrying member. For single 2x carrying members (rrdn. 24), Use 11nabOd x 1'h' nab and use 0.67 of the table value. For (2) 20 carrying members, mufti* the download by 0.50. 4, 16d sinkers (0.148' dia. x 3W long) may be substituted to :he spedred 16d commons at 0.95 of the table bad. 5. Tabulated hip and jack allowable loads assume tnat 75% of the total bad is datributed to the hip and 25% to tho jack. It is pemuned tc distribute 65% to 85% of the tabulated total bad to the hip, oho the remaining percentage of total bad to the lack. The combined hip and jack bad may nct exceed the published Total Load. 6. For terminal hips, divide the total albwatle bad by 2 to determine the aAowoob bad for each hip. 7. Truss chord cross -grain lahsion may 6nm allowable beds in accordance with ANSVM 1-20 14. Simpson Strong -Tie' Connoctor Selector` software irnckndes tho evaluaton of cross -grain tension in its hanger allowable bads. For additional information, contact Simpson Strong -Te. 6. Nails: 16d = 0.162' ca. x 3'h' brig, 10d x 1'h' = 0.148' da. x IW lag. See pp. 26-27 for other nail sizes and information, 247 I VALLEY FRAMING & BRACING DETAIL Lumber Size and Grade Minumum Reauirements TRUSS TRUSS UNDER VALLEY FRAMING VALLEY RAFTER OR RIDGE CRIPPLE Apples 4'-0" for 30 psf (TL) lend 20 psf (TDI Mex_ n the crippes for each row ataNng from the valloys or sleepers working Inward to the ridge board so that cripple locations are listed (between rows. trim Innection Requirement Notes h6"reherstodd6e 416dtoe•naits. cripple to ridge 416d t"40ib Cripple to rafts[ 4 16 tot -faits I $16d faca•nalk Wfterto sleeper or blocking S 16d toe•nalb Rafter to Md 2a6 sleepers. 416d too."Is skepei to tows 4160 toe -peas Two 2X6sleepers to truss 316d toe -nails each sleeper 8 truss Ridge Wird to tool block 416d toe -rugs Ridge board to truss 4 16d townalls Puffin to (Typ) 316d toe -nails Tress to blocking 416d totrnaik Truss to cripple 416d tgrmas Truss to cripple 416d toe•nulb Cripple to puffin 316d toe•nslb GENERAL NOTES CRIPPLE, BRACING, & BLOCKING NOTES NO CaNrbearneonfter 41Fdtoenalb PuriW rqW r-0" O.C.n absence of pywood shosmin NOTE: 160 (0.162'r<3.S') COMMON NA1lS g• s.. conalfeces lateral restraint (CLP min. ts rqulnd ler cripples 6-0' to 10'-0' tang Tana" without sheathing applied must be ovalwtod accordingly. nailed wf 2 40d (0.146'x1') nails Or 2x4'T' a scab relnforoement nailed to Oat edge puffins should owdsp shaming One lags spacing minimum. o(cdpNe with ted (0.126'x1.0') nails stir o.c. 'rat scab must be 90% of cripple length In cases that thls,ls lmpracUcW overlap sheathing s minimum Cripples ovar 10' long reflute Mrd CUrs or both laces wf "T'• or scab. Uses ess of 6', and nail upwards through oheathing Into Puffin with a graded lumber b box or common rias minimum of 6.60 QA3,I"X2.6') common win nails. 44amow edge of cripple can face doge or ratter, ` Effects of not prodding sheathing Wow • valley set as long as the proper number of nails an aml be evaluaW by the building designer. Installed Into Mile board This drawing applies tovalleys with the foRmMng conditions: 4nstau blocking Mader rafter If aleepers on not used. Spans (distance between hosts) 40•-0' or (esa •lower blocking under cripples N cripples fail not Maslmum valley height; 14•-0' lower Was lop chords and pleM intim ts nae quire 40aXbnum moan'roof height: 10 Mt Nallts and common wire nallIng In accordanceilsunless road otheNOS lsa• mints. ASC( 749,140 mph, Enclosed, Cat 11, EXP 6,1=1.0, Kit -1.0 %A- 0ra . r A Maldmbof ASCE 7-10, 160 mph, Endwed, EXp 0, Kst•1.0 may : GENS'c•• . , . _ ormr„n-Vn „ aseaonnPOND oc'Oo°su tLmmK s Du narmM` acVDQac OatKsos3" Ir ; l No.70861 air«?u Tt LL 20 30 40 54 REF VALLEY FRAMING DATE 10/01/14rn..law r.aiv d e n o an h r m 11.1 r 4a'W '1., 1 w .rrC e Iaaw a ww.s wee« d sctt oohs nw,ma s.1 $ cess wy mew tp'afrt.a prat a o fen+v flet tulteew. ahet.a.rr w raw. an•w" er'aaeaeg w.• .res rw rw.nr .eae,r4 .ex.vvl M..aia,p w ••9!` d,a4 w rw ....pw1..V..d d -Ul& l.a«e,s 0— her IO.+—% ar.r.I r..t..l,nyr "°" STATE OFl..ii few b'.a•o •wr.We err atII a W- », 57 s .MbW.. MW M.M a .. irr:$ • TC DL 10 BC DL o 20 7 7 0 0 o ORWG VACNV1601015 d O r w- 5, r an.. W aerrni•w u .hv.w .aw. d « ts..1.1A Orw1e. ,•.e•• w...4 • Q' 4fwr a b•as,or IgG -2 ret er.nerr4 d.a s / • 4d BC LL 0 0 0 0 MI ItWC)hQetI1Y a>yers yQy Nri,... •alder, d IT1/y a k a wpr e1 n.pw,W. I! 4Na •.^ ee. s.w,1 .q rJ,R a MaJ an ew n°m. ir,w,a win vetvm a r r r"ce1iw : 0RjOP 1..are« a hose w rnawr. • ...,,,,,..•• •G\ O TOT. LD.30 50 47 61 A •wt «..rh....s ! o..! e.o. sw,e ee. w..p sae., .deeoawe.s'C, y aidr Irr ti thorn lir 1/a64b W r •I 1Wr ti %V E rDUR. FA... 1.25/1.1vrr .• Y .h. r.a.eaany M Yr s v a4•r I lass N L SPACING SEE ABOVE Arflrr•wowfaeo'uosrrs rp ar. i eBCnst APIND AW ve aft •. tpip1 v cockwr.•" YDrMnIy mo . r.., Cracked or Broken Member Repair Detall Load Duration = 07 - _-___ .. &-- n,,. -„+h„ 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 than one break per chord panel and mo 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 minimum nailing distance on each side of damaged area (8) S) = Two 2x4 or two 2x6 side members, some size, grade, and sppecies as damaged member. Apply one scab per face. Minimum side member tength(s) = (2)(L) + (B) Scab member, length (S) must be within the broken panel. Nall into 2x4 members using two (2) rows of 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 #1 and MSR grade 1650f. This repair detall may be used for broken connector, plate at mid -panel splices. This repair detail nnyy not be used for damaged chord or web sections occurring within the connector plate area. Broken chord may not support any tie -In bods. 3 L 4' o c ITyplcal I' O + O + 0 + O O + O + O + O + 12' 1-_ Stagger Back Face lod Box (0.112288' x 3', min) Nailso o = Front Face 2x6 Member -Triple Roww, Staocere Nail Spacing Detail v"JOQ_ W uo rOLUN ALL mm at not SwAWO VW*r. rub= Tlat aavee Ta Al CWrM R3 eaOM DC a3TAUM a &M 9 AN Tf W aJMIMNY SU.lt3ton,an.. I'•• w EwN Cry, Fg33N3 iruirtn ° 401 i iu a wrtl wirTr.. . wa.. M eM anra en . To. -a ,n... Yr. &.** REF MEMBER REPAIR DATE 10/01/14 DRWG REPCHRDt014 24.0' MA , ` S Maximum Member Axial Force Member Size L SPF -C HF DF -L SYP Web Only 2x4 12' 620# 635# 730# 800# Web Only 2x4 18' 975# 1055# 1295# 14150 Web or Chord 2x4 24' 975# 1055# 149514 1745# Web or Chord 2x6 1465# 1585# 2245# 2620# Web or Chord 2x4 30' 1910# 1960# 2315# 2555# Web or Chord 2x6 2230# 2365# 3125# 3575# Web or Chord 2x4 36' 2470# 2530# 2930# 3210# Web or Chord 2x6 3535# 3635# 4295#1 4745# Web or Chord 2x4 42' 2975# 3045# 3505# 3835# Web or Chord 2x6 4395# 450014 5225# 5725# Web or Chord 2x4 48. 3460# 3540# 4070# 4445# Web or Chord 2x6 5165# 1 5280# 6095# 1 6660# Nail Spacing Detail v"JOQ_ W uo rOLUN ALL mm at not SwAWO VW*r. rub= Tlat aavee Ta Al CWrM R3 eaOM DC a3TAUM a &M 9 AN Tf W aJMIMNY SU.lt3ton,an.. I'•• w EwN Cry, Fg33N3 iruirtn ° 401 i iu a wrtl wirTr.. . wa.. M eM anra en . To. -a ,n... Yr. &.** REF MEMBER REPAIR DATE 10/01/14 DRWG REPCHRDt014 24.0' MA , ` S I 1 I I I moo: RECOMMENDED SHORING DETAIL INS SUBFLOOR-UNOERLAYMENT 2)-2;K6 HEADER POSTS @ 4'0" Q.C. n NOTE: IF PALLETS'OF CONSTRUCTION MATERIAL WEIGHING MORE THAN 5000 ARE TO BE PLACED ON FLOOR TRUSSES, SHORING IS REOUIREO. N CONCENTRATED LOAD DUE TO -UPPER FLOOR CONSTRUCTION MATERIAL. PROVIDE 2'0' CLEARANCE ON -ALL SIDES OF A PALLET. MAXIMUM HEIGHT PER PALLET tS 20000. LOAD MUST BE SPREAD OVER AT LEAST 2 -TRUSSES. NOTE: SEE APPROPRIATE ALPINE DRAWING:FOR LUMBER, PLATES AND OTHER DATA NOT SHOWN MERE, Ilnildine Makrinl Wis. NOTE 5H6iINB MATERIAL ANggO LABOR 112" gypsum bd.-2.2 psf/ I/2" layer MATERIAL ISATO BE SUPPLIEDHIs 5/3" gypsum bd. - 2.8 psf 15/8" Inycr BY THE CONTRACTOR. Al 8" conc. block a 60 pif / S" Idycr masonry briek Q 38 psf 1411 !oyer 2- 0- 0 4--0- 0 MINIMUM 2000# 4X4 OR (2) -2X4X4 ' 0" UNDER TRUSSES WHEN_:SHORING IS REQUIREO.- CLEAR SPAN Rs AP RCY. 717-7/11 PT P- ALPINE. SCALE - NONE o c o 0 o d AEF DETAIL 10ATRUSS ATE 09/0 /46 Recomr a ended S"'oring Detail DRtIHC,239607 o . C= I In 2 15GOf CAPACITY POSTS.0•4'0" O;C. rl SUBFLOOR-UNOERLAYMENT 2)-2;K6 HEADER POSTS @ 4'0" Q.C. n NOTE: IF PALLETS'OF CONSTRUCTION MATERIAL WEIGHING MORE THAN 5000 ARE TO BE PLACED ON FLOOR TRUSSES, SHORING IS REOUIREO. N CONCENTRATED LOAD DUE TO -UPPER FLOOR CONSTRUCTION MATERIAL. PROVIDE 2'0' CLEARANCE ON -ALL SIDES OF A PALLET. MAXIMUM HEIGHT PER PALLET tS 20000. LOAD MUST BE SPREAD OVER AT LEAST 2 -TRUSSES. NOTE: SEE APPROPRIATE ALPINE DRAWING:FOR LUMBER, PLATES AND OTHER DATA NOT SHOWN MERE, Ilnildine Makrinl Wis. NOTE 5H6iINB MATERIAL ANggO LABOR 112" gypsum bd.-2.2 psf/ I/2" layer MATERIAL ISATO BE SUPPLIEDHIs 5/3" gypsum bd. - 2.8 psf 15/8" Inycr BY THE CONTRACTOR. Al 8" conc. block a 60 pif / S" Idycr masonry briek Q 38 psf 1411 !oyer 2- 0- 0 4--0- 0 MINIMUM 2000# 4X4 OR (2) -2X4X4 ' 0" UNDER TRUSSES WHEN_:SHORING IS REQUIREO.- CLEAR SPAN Rs AP RCY. 717-7/11 PT P- ALPINE. SCALE - NONE o c o 0 o d AEF DETAIL 10ATRUSS ATE 09/0 /46 Recomr a ended S"'oring Detail DRtIHC,239607 o . C= I Alpine, an ITW Company J' 6750 Forum Drive, Suite 305 Orlando, FL 32837 ALPINE Phone. (800)755-6001 alpineitw. com Site Information: ustomer Carpenter Contractors of America Job Number N333547 lbDescription: VARIOUS ,9A6/9A7 ,198SE ,02A ,RB01 Jdress City, State, Zip: Name, Address and License # of Structural EOR if one exists for the building: Name: License #. Address* City, State, Zip: nh Fnninnnrinn f rifnrin State: esign Code: FBC 6th Edition (2017) View Version* 17.02.02.1213.21 JRef M 1 W a789750075 rind Standard: ASCE7_10 Wind Speed (mph). 150 Roof Load (psQ: 20.00-10.00-000- Floor Load (pso, 40.00-10.00-0.00 5.00 5.00 This package contains a job notes page, 56 truss drawings and 5 details. Item Seal # Truss 1 107.18 1137 33453 FT1 3 107.18.1137.33219 FT3 5 107.18.1137 33266 FT5 7 107.18.1137.33203 FTGE 9 107.18.1137.33032 FT8 11 107 18.1137.35357 A2 13 107.18.1137 35309 A4 15 107.18.1137.35169 A6G 17 107.18.1137.33438 132G 19 107.18.1137.33563 C2 21 107.18.1137.33469 C4G 23 107.18.1137.35202 D2 25 107.18.1137.35371 D4 27 107 18 1137.33608 L1 29 107.18 1137.35466 FG2 31 107.18.1137.33392 E1 33 107.18.1137.33688 MV3 35 107 18 1137.33687 MV1 Item Seal # Truss 2 107.18.1137.33439 FT2 4 107.18 1137.32906 FT4 6 107.18.1137.33577 FT6 8 107.18.1137.33485 FT7 10 107.18.1137.35154 Al 12 107.18.1137 35310 3 14 107 18 1137.35170 5G 16 107.18.1137.33050 BIG 18 107.18.1137.33001 CI 20 107.18.1137.33048 C3 22 107.18.1137.35201 D1 24 107.18 1137.35419 D3 26 107.18.1137.35340 D5G 28 107.18.1137.33516 FG1 30 107.18.1137.33017 FG3 32 107.18.1137 33109 E2 34 107.18.1137.1&L M V2 36 107.18.1137. Ai4 heenetectronicziy 3&M o i3itsl Mgnatore. PrinIPA copies haul an orioinal Signature mus) We ve smo a orn7i a romc version. 4C - No. It111My No.70afii t t STATE OF r fss ONAI. 04/18/2018 Florida Certificate of Product Approval #FL1999 Printed 4/18/2018 928:48 AM ALPINE MIMI(GII.RWV Cifn /nfnrm finn• Customer.,, v, Carpenter Contractors of America Job Number. N333547 JobOescription: VARIOUS ,9A6/9A7 ,198SE ,02A ,RB01 Address City, State, Zrp: Item ISeal # Truss 37 107.18.1137.33049 ER 39 107.18.1137.33267 EJ5A 41 107.18 1137.33719 CJ3 43 107.18.1137 33296 HR 45 107 18.1137.33703 ERL 47 107 18 1137.33733 CJ3L 49 107.18.1137 33562 HRL 51 107.18.1137.35279 EJ3A 53 107.18 1137.35402 CJ3A 55 107.18.1137 35216 HRA Alpine, an ITW Company 6750 Forum Drive, Suite 305 Orlando, FL 32837 Phone. (800)755-6001 alpineitw.com Item Seal # Truss 38 107.18.1137.33390 EJ5 40 107.18.1137 33811 CJ5 42 107.18.1137 33797 CJ1 44 107.18 1137.33235 HJ5 46 107.18.1137.33813 CJ5L 48 107.18.1137.33720 CJ1L 50 107.18 1137 35280 ERA 52 107.18 1137.35450 CJSA 54 107 18.1137.35451 CJ1A 56 107.18 1137 35247 HJ3A This dxerrment has been electronically ipoaA nstiry r nijHal Sir)nrfiire. Printrxf copies vhth3ut an original signature musl to verified esingthe original eledronic version. X11DOOt H" or No.7oaw t STATE OF o,ofssC pFR 0=-'` fVA 04/18/2018 Florida Certificate of Product Approval #FL1999 Printed 4/18/2018 9:28:48 AM Job Number: N333547 Py: 1 SEON. 40176 / T37 SY42 Cust' R8975 JRel. 1Wa789750075 VARIOUS ,9A6t9A7 ,198SE .02A ,RB01 Oly. 5 FROM RAA DrwNo: 107.18 1137.33453 Truss Label: FTI AK / DF 04/17/2018 1_ 7'10"8 9'11"12 15'4"4 1 r 7.10"8 + 2'1 "41 ' 1 5'4"8 '7 2'6" _'i T'P) 1 5X3 1 5X3 A B C D E F G T 5 1 z- x-9,4,. O P O N M L K J I 1.5X3 =4X4 11115X3 1111.5X3 04 1112X4 1111 5X3 15'4"4 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pt 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: 1000 Speed NA mph Pf: NA Ce: NA VERT(LL)' 0.178 D 999 360 O 831 / - / - / _ / _ /72 BCLL: 0.00 Enclosure: NA Lu NA Cs: NA VERT(TL) 0 368 D 660 240 1 832 / • / • / - / - /3.0 BCDL. 500 Category. NA Snow Duration: NA HORZ(LL) 0.033 B - O Min Brg Width Req = 1.5 Des Ld 55.00 EXP NA Mean Height: NA ft HORZ(TL). 0 052 B - I Min Big Width Req = 1 5 NCBCLL. 10.00 Code I Misc Criteria Creep Factor: 2.0TCDLNApsi Bearings O &I are a rigid surface. Soffit 2.00 BCDL: NA psi Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.778 Bearing 0 requires a seat late. 9 P Load Duration 1 00 MWFRS Parallel Dist NA TPI Std: 2014 Max BC CSI' 0.671 Members not listed have forces less than 375# Spacing' 24.0 " C&C Dist a: NA it Rep Factors Used: Yes Max Web CSI 0 433 Maximum Top Chord Forces Per Ply (lbs) Loc from endwall: NA FT/RT:12(0)/10(0) Chords Tens Comp Chords Tens Comp. 1' NA GCpi: NA Plate Type(s)- Wind Duration: NA WAVE VIEW Ver: 17 02 02A.1213.21 A - B 0 •572 D - E 0 •1888 Lumber B• C 0 -1470 E- F 0 •1471 C -D 0 -1892 F -G 0 -572 Value Set: 138 (Effective 6/1/2013) Top chord 4x2 SP #2 N Maximum Bot Chord Forces Per Ply (lbs) Bot chord 4x2 SP 2400f•2 OE Webs 4x2 SP #3 Chords Tens.Comp Chords Tens Comp. Lumber value set "'I 3B" uses design values P-0 1132 0 M - L 1888 0 approved 1/30/2013 by ALSC O - N 1793 0 L - K 1880 0 N•M 1895 0 K -J 1124 0 Plating Notes All plates are 3X3 except as noted. Maximum Web Forces Per Ply (lbs) Additional Notes Webs Tens.Comp. Webs Tens. Comp 2x6 #3 HEM -FIR or better continuous strongback. A-0 0 -795 E - K 0 -705 Attach to each truss where shown with 3.1 Od Box or A - P 908 0 K - F 550 0 Gun nails (0.128"xT%min.). Strongback material to P • B 0 •890 F - J 0 •878 be supplied by erection contractor. 01111[11111/111Nrgr ' r4, B-0 537 0 J - G 909 0 Truss must be installed as shown with top chord upy} INS "+. O - C 0 -512 G-1 0 -779 E SoF . -, s 0.708 1 SAT 0 .; Q ,i co 0 brNrMwrWx' r 04/18/2018 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 ndlin shi pin installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, WWI an S) ) safely to these functions. Installers temporarryyracticespriorperformingshallprovide bracing Der BCSI Unless noted olherwise,top chord shall have proD_erly attached structural sheathing and bottom hord shall have a properlyattach€tl rigid cellin Lovations shown for Dermanent IatQral restrAlnt bf webs shall hay bracing insl@Iled pgr BC I sections 83, B7 or B10, as applicable. Apply pates to each face oftruss and position as shown above and on tie JoinfDetails, un ess note otherwise. Refer todrawings160A -Z for standard plate positions. A LPI N EAlpping, a division of ITW But ildl1n CComponQgnis Grqup In .shall not be responsiple for any deviation from this drawing any failure to build the mrrwoo w,rirtissinconformancewithANSIPI1, or for handllrig shipping, installation and bracing o(irusSesA this drBwirSqqealon or listing this drawin indicates acceptance of pro essiona en sneeringg responsibility solelyY >or the design shown. and ise of this iawing for any structure is the responsibilit of the 9uilding Desigrier perANSIITPI 1 Sec.2. cover pagge , , 2400 OraneLaka Dr. The suiTability 9 Suite 150 For more information see this' b's eneral notes a e end mese weD sites: ALPINE www al inedw.com; TPI www i mss w ; SBCA www sbGndust win; ICC: www iccsale Of Orlando L. 32837 Job Number. N333547 Ply: 1 SEON: 40177 / T40 / SY42 Cust. R R8975 JReI. 1 Wa789750075 VARIOUS .9A6/9A7 ,198SE .02A ,RB01 Oly. 7 FROM. RAA OrwNo. 107.18 1137 33439 Truss Label: FT2 KM / DF 04/17/2018 1_ 7'10"8 1 9'8"14 15'1"6 1 7,10„8 — 1 1'10„6 5.4„8 1 Loading Criteria (psq TCLL: 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: Soo Des Ld. 55.00 NCBCLL: 10.00 Soffit. 200 Load Duration: 1.00 Spacing: 24 0 " 3” I I-- 2'6" --{ NP) 4x4 1.5X3 4X6 A B C D E F G IN u . • /.,111!1 1 .. PI 1.5X3 III 1.5X3 Wind Criteria Wind Std NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C8C Dist a. NA 11 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 Webs 4x2 SP #3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 3X3 except as noted. Additional Notes 2x6 #3 HEM -FIR or better continuous strongback. Attach to each truss where shown with 3-10d Box or Gun nails (0.128"x3",min ) Strongback material to be supplied by erection contractor. Truss must be installed as shown with top chord up. 15'1"6 Snow Criteria (Pg,PI 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 p 817 / - / _ / - / - /7.2Pf: NA Ce NA VERT(LL) 0 172 D 999 360 Lu: NA Cs: NA VERT(f L): 0.351 D 683 240 H 831 Snow Duration' NA HORZ(LL). 0 033 B - - P Min Big Width Req = 1.5 B- N HORZ(TL) 0 050 B H Min Brg Width Req = - 893 Code / Misc Criteria Creep Factor. 2.0 Bearing P is a rigid surface Bldg Code FBC 61h.ed 201 Max TC CSI 0.766 Bearing P requires a seat plate. TPI Std' 2014 Max BC CSI: 0.986 Rep Factors Used: Yes Max Web CSI 0.425 Members not listed have forces less than 375# FT/RT:12(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): VIEW Ver 17 02.02A.1213 21 A - B 0 -562 D - E 0 -1831 B -C 0-1439 E -F 0 -1438 WAVE C -D 0-1836 F -G 0 -560 RNING•• READ AND FOLLOW ALL FURNISH THIS DRAWING TO ALL C as and Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp O -N 1111 0 L -K 1831 0 N -M 1750 0 K -J 1823 0 M -L 1837 0 J-1 1104 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp Webs Tens Comp A- P 0- 783 E- J 0 660 A-0 893 0 J- F 532 0 O- B 0- 872 F- I 0 862 B- N 521 0 I- G 893 0 N -C 0 -495 G -H 0 811 F • • o. 708 1 a :• SAT O co 0 AL c 04/18/2018 INCLUDING THE INSTALLERS Refer to and follow the latest edition of BCSI (Building ning these functions. Installers shall provide temporary ctural sheathing and bottom hord shall have a propery iav brecing ins ailed p r BC I sections B3, B7 or p 10Y m t te JomfDetads, unless noted otherwise. Refer to his drowinq an failure to build the on this dr3wi;? or cover page Tedesi c n shown. The suitability ALPINE mmvcowrNx 2400 Lake Orange Dr Suite 150 Orlando FL. 32837 Job Number. N333547 Ply. 1 SEON: 40178 / T26 / SY42 I Cust• R R8975 JRef: 1 Wa789750075 VARIOUS .9A6I9A7 ,198SE ,02A .RB01 Oly 7 FROKRAA DrwNo: 107.18 1137 33219 Truss Label: FT3 KM / OF 04/17/2018 T 5 co 1 1 Loading Criteria (psf) TCLL 4000 TCDL: 10.00 BCLL- 0.00 BCDL. 500 Des Ld: 55.00 NCBCLL: 10.00 Soffit: 200 Load Duration, 1.00 Spacing: 24.0 " 5.4..8 + 6'9"l 5'4"8 1'5"4 n'P) 14'8"4 7'10"8 04 =4X4 1.5X3 =1.5X3 A B C D E F G it Art— Wind Criteria Wind Std* NA Speed. NA mph Enclosure: NA Category: NA EXP NA Mean Height: NA R TCDL: NA list BCDL NA psf MWFRS Parallel Dist: NA C&C Dist a: NA R Loc. from endwall: NA I: NA GCpr NA Wind Duration NA Lumber Value Set. 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Bot chord 4x2 SP #1 Webs 02 SP #3 Lumber value set "1138" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 3X3 except as noted. Additional Notes 2x6 #3 HEM -FIR or better continuous strongback Attach to each truss where shown with 3-1 Od Box or Gun nails (0.128"xX%min ) Strongback material to be supplied by erection contractor. Truss must be installed as shown with top chord up. 14'8"4 e Y F T10. Snow Criteria (Pg,Pf 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 /W O 794 / - / - / - / - /72Pf. NA Ce NA VERT(LL): 0.138 D 999 360 Lu: NA Cs' NA VERT(TL). 0.264 D 886 240 1 795 / - / - / - / - /3.0 Snow Duration: NA HORZ(LL): 0 017 J - O Min Big Width Req = 1 5 492 0 HORZ(TL): 0 024 J Creep Factor: 2.0 I Min Brg Width Req = 1.5 Bearings O 8 I are a rigid surface. Code I Misc Criteria Bldg Code: FBC 61h.ed 201 Max TC CSI, 0.562 Bearing O requires a seat plate. TPI Std: 2014 Max BC CSI. 0 844 Rep Factors Used: Yes Max Web CSI. 0.412 Members not listed have forces less than 375# FT/RT 12(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens. Comp. Plate Type(s) VIEW Ver, 17 02.02A.1213.21 A - B 0-544 D - E 0 -1742 B -C 0-13W E -F 0 -1382 WAVE C -D 0-1732 F -G 0 -543 y,at SAT O w COA c 04/18/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens Comp P-0 1070 0 M- L 1737 O O- N 1725 0 L- K 1674 0 N -M 1732 0 K -J 1074 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp Webs Tens. Comp A- O 0- 762 E- K 0 462 A- P 864 0 K- F 490 0 P- B 0- 836 F- J 0 873 B -O 492 0 J -G 863 0 O- C 0 -586 G- I 0 742 RNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS in fabricatin , handling shi pin installing and bracing Refer to and follow the latest edition of BCSI (Building1, byy TPIIan SBCA) q) sa ety Oractices prior to performing these functions Installers shall provide terhporarY id olherwise,top chord shall have properly attached structural sheathing and bottom ghord shall hav a properly ns shown forDermanent lateral rest Of webs shall hav br cing installed p?r BC51 seclions B3,7 or 870 each face. of truss and position as shown above and on tI a oinfDetails, un ess noted otherwise. Refer to c omponenis Gr InO. shall not be responsible for any deviation from this drewm any failure to build theQ11, or for handlirSq shippmq, mstallati lin and bracing o(trussesA eat on this dr8wirlg or Cover pa e. acceptance of pro'iessionar en ineerinq responsibility solely for the desi n shown. The suitability any structure is the responsibilit of the Building DesigrSer per`ANSIITPI 1 ac.2. ALPINENE MlMCONMNY 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number. N333547 Ply: 1 SEON: 40179 / T7 / SY42 Cust. R R8975 JRef- 1 Wa789750075 VARIOUS .9A6/9A7 ,198SE ,02A ,RBOC Gly. 1 FROM RAA DrwNo: 107.18.1137.32906 Truss Label: FT4 KM / OF 04/1712018 5'4"869"12 14'8"4 i 5'4"8 ' 1'S"4+ 7'10"8 1 2.6.. _- i TYP) 3X4 1.5X3 1.5X3 A B C D E F G T m 1 2— V 4. d I P O N M L K 1 5X3 1113X4 1111.5X3 1111 5X3 J I 1112X4 1111 5X3 1 1'1"4 37' t- 14'8"4 Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (lbs) TCLL: 4000 Wind Std: NA Pg: NA Ct NA CAT: NA PP Deflection in loc Udell U# Loc R /U / Rw / Rh / RL /W TCDL: 1000 Speed NA mph Pf: NA Ce NA VERT(LL). 0.066 D 999 360 0 654 / - / - / • / • 17.2 BCLL: 0.00 Enclosure: NA Lu. NA Cs, NA VERT(TL): 0.136 C 999 240 K 595 I - / • / • / - /4.0 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0 014 B - 1 347 / - I - / • / - 13.0 Des Ld: 55.00 EXP: HORZ(TL): 0.021 B 0 Min Brg Width Req = 1.5 Code I Misc CriteriaNCBCLL10.00 HMeanHeight: NA it TCDL: NA psi Creep Factor K Min Brg9 Width Req = 1.5 Soffit: 2.00BCDL NA psf Bldg Code: FBC 6th.ed 201 Max TC CSI: 0 486 1 Min Brg Width Req = 1.5 Load Duration 1 00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI. 0 999 Bearings 0, K. ir I are a rigid surface. Bearing 0 requires a seat plate Spacing: 24 0 " C8C Dist a: NA it Rep Factors Used: Yes Max Web CSI: 0.328 Loc. from endwall: NA FT/RT 12(0)/10(0) Members not listed have forces less than 375# I: NA GCpi- NA Plate Type(s): Maximum Top Chord Forces Per Pty (Ibs) Wind Duration NA WAVE VIEW Ver: 17.02.02A.1213 21 Chords Tens.Comp Chords Tens. Comp Lumber A- B 0 -433 D• E 0 -1045 Value Set: 138 (Effective 6/1/2013) B - C 0 -1038 E - F 0 -386 Top chord 4x2 SP #2 N C - D 0 -1202 Bot Chord 4x2 SP #2 N Webs 4x2 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Lumber value set "'I 3B" uses design values Chords Tens.Comp Chords Tens. Comp. approved 1/30/2013 by ALSC P-0 853 0 M• L 1203 0 Plating Notes O- N 1202 0 L- K 817 0 All plates are 3X3 except as noted. N - M 1202 0 K - J 760 0 Additional Notes Maximum Web Forces Per Ply (Ibs) See ANSI/TPI 1 Sect 7 for additional bracing Webs Tens Comp Webs Tens. Comp. requirements. Bracing material to be supplied by erection contractor.rM 1 jp11O1 fr'r•nrrr 6 6Ap Truss must be installed as shown with top chord up. / (+` yi, 688 E- K 0 - 694 GE S'4Ec''r 3 i 0.7.08 1 • a* s o• SAT O • acs; ••...., .•• ENS/ANAL irrN iw 1 COA #0 JL 04/18/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses req%ire extreme care in fabricating, handlin shinpin installing.and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI an a SBCA) for safety ractices to these functions. Installers temporarypriorperformingshallprovide bracin per BCSI., Unless noted ovlerwise,top chord shall have proper attached structural sheathing and bottom hord shall have a properl attache ri91d ceilin Lovations shown for ermanent latgral resirgint bf webs shall hav braach installed p r BCI sections ¢3, B7 or B10y as app icable. Appy urates to each face ofPtruss tie ReferandpositionasshownaboveandonJoint9Details, unless noted otherwise drawings 160A-Z for standard plate positions to ALPINE Alpine, a division of ITW Buitddl1'ng CComponQntS Group Inc shall not be re8ponsible for any deviation from this driwin apy failuretrussincgnformancewith NSIlfP1 1, or for handh shippin , installatidn and bracinq of trussesA eal on this dr wing or to build the w ,,, cover pap ag sting this drawing indicates acceptance of pro) essiona en ineerin9 responsibilittyv sole or the design shown. and use of this 6rawing for is tphe The sus 2400 Lake Orange Dr ility 9tab Suite 150anystructureresponsibilitofthebuildingDesigiSerpeIANSIffPI1Sec.2. For more information see this lotVs Aeneral notes page and these web sties: ALPINE www al hnehtw tom; TPI www t cost ora, SBCA: www.sbcjndustry com, ICC www ocimaleorg Orlando FL, 32837 Job Number: N333547 Py. 1 SEON: 40180 / T38 / SY42 Cust. R R8975 JRef 1 Wa789750075 VARIOUS ,9A619A7 ,198SE .02A ,RB01 Qty 2 FROKRAA DrwNo: 107.18.1137 33266 Truss Label: FT5 KM / DF 04/17/2018 5'4"86'8"14 14'5"14 5'4"8 + 7-9- 1'4"6 9" 2,6.. 2-6 .._'i TYP) a 3X4 1.5X3 =3X3 =3X3 =3X3 =3X3 a3X3 3X3 A B C D E F G T i mRN N/\/\ 1 9,4„ P O N M L K J al.5X3 =4X4 =3X3 1111.5X3 1111.5X3 =3X3 =3X3 I H 3X3 1111.5X3 1111 5X3 11'1 4 3'4"10 - r 14'5"14 Loading Criteria (ps0 Wind Criteria Snow Criteria (Pg,PI in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 4000 Wind Std: NA Pg: NA CC 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) 0 066 D 999 360 P 659 / - / - / - / - /72 BCLL: 0.00 Enclosure: NA Lu: NA Cs, NA VERT(TL) 0.126 D 999 240 J 582 / - / • / - / - /4.0 BCDL. 5.00 Category. NA Snow Duration NA HORZ(LL) 0.012 B - H 340 / - I • / • / - / - Des Ld: 55.00 EXP: NA 0.018 B - - P Min Brg Width Req = 1 5 Code Code I Misc CriteriaNCBCLL' 10.00 Mean Height: NA it TCDL NA ps1 Creep Factor 2.0 J Min Brg Width Req = 1.5 Soffit: 2.00 BCDL NA psf Bldg Code FBC 61h.ed 201 Max TC CSI. 0.481 H Mm Br Width Re9 q = - Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std* 2014 Max BC CSI- 0.770 Bearings P & J are a rigid surface Spacing: 24 0 " C&C Dist a: NA ft Rep Factors Used Yes Max Web CSI: 0.330 Bearing P requires a seat plate Loc. from endwall: NA FT/RT:12(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 02A 1213 21 Chords Tens.Comp Chords Tens Comp. Lumber A- B 0•436 D- E 0. 1078 Value Set. 13B (Effective 6/1/2013) B - C 0 -1048 E - F 0 •435 Top chord 4x2 SP #2 N C - D 0 -1220 Bot chord 4x2 SP #1 Webs 4x2 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Lumber value set "13B" uses design values Chords Tens Comp. Chords Tens Comp. approved 1/30/2013 by ALSC O- N 860 0 L- K 1221 0 Additional Notes N- M 1219 0 K- J 858 0 See ANSI/TPI 1 Sect 7 for additional bracing M • L 1220 0 J-1 836 0 requirements. Bracing material to be supplied by erection contractor. Maximum Web Forces Per Ply (Ibs) Truss must be installed as shown with top chord up. Webs Tens.Comp. Webs Tens. Comp. nurwlwpurrrrr A- P 0- 629 E- J 0 •686 i • A-0693 0 F- I 0 400 O-B 0 -673 Gce... s•••n F •• 3 Sa •.• 0.708 1 _ 4's• SAT O • t • c ONALCOA #O l 04/18/2018 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, handling9 shi ping installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byy TPI ane SBCA) rb'r sa ety pracbces prior to performing these functions Installers shall provide tempora bracin Der SCSI Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom hord shall attach tl rigqld cellin Locations shown for ermanent lateral restraint 6f webs shall hav braaclnaa installed p r BCI sections hav a prop'e Q3, 7 or B10y as app Icaf5le. Appy plates to each face, of truss and position as shown above and on tt a JolnrDetails, unless noted otherwise Refer to drawings 16OA-Z for standard plate positions. A LPI N EIn .shall not be responsiple for an deviation from this dr wing any failure with ANdly, 2400 division of ITW Buildd nn to build thenformancenGqup Siiedrawin indicatproessiona en ineering res onsibillNN sole)YY for the desi n sho n of this Fawing forma..on Lake Oran a Dr.s The sui bility 9 see tins b's ese web saes• ALPINE: www.al ineiNv coin; TPI www.t mat.or ;SBCA. www sbundust coin, ICC www icuafe.a OAandO FL, 32837 Job Number: N333547 Ply 1 SEON. 40181 / T41 / SY42 Cust. R R8975 JRef 1 Wa789750075 VARIOUS ,9A6/9A7 ,198SE ,02A ,RB01 Ory. 1 FROM*RAA DnvNo: 107.18.1137.33577 Truss Label: FT6 KM / DF 04/17/2018 1 5'4"8 1 6'8"141 14'5"14 r 5,4.8 1'4"6 7'9" 3" Ii-- 2'6" --{ TYP) 04 15X3 =3X3 =3X3 =3X3 =3X3 =3X3 =4X4 A B C D E F G Wl i i ie i ie V e \/ .1111 Loading Criteria (psf) TCLL: 4000 TCDL: 1000 BCLL 0.00 BCDL: 5.00 Des Ld. 55 00 NCBCLL: 1000 Soft 2.00 Load Duration 1.00 Spacing 24.0 " P1_1O N M L K J I H 1.5X3 =4X4 =3X3 11115X3 1111.5X3 =3X3 =3X3 =04 11115X3 1111.5X3 14'5"14 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 02 SP #2 N Bot chord 4x2 SP #1 Webs 02 SP #3 Lumber value set "I 3B" uses design values approved 1/30/2013 by ALSC Additional Notes 2x6 #3 HEM -FIR or better continuous strongback. Attach to each truss where shown with 3-10d Box or Gun nails (0 128"x3",min ) Strongback material to be supplied by erection contractor. Truss must be installed as shown with top chord up. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) 0 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). 0 137 D 999 360 P 797 / _ / _ / _ / - 7.2 Lu: NA Cs: NA VERT(TL): 0.259 D 904 240 H 783 / • / - / - / • Snow Duration: NA HORZ(LL): 0 018 1 - - P Min Brg Width Req = 1.5 894 0 HORZ(TL): 0.024 1 H Min Big Width Req = - G- H Code I Misc Criteria Creep Factor 2 0 Bearing P is a rigid surface. Bldg Code FBC 6th.ed 201 Max TC CSI: 0.564 Bearing P requires a seat plate. TPI Std 2014 Max BC CSI 0 840 Rep Factors Used: Yes Max Web CSI: 0.426 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 02A.1213.21 A-13 0 -546 D - E 0 -1760 B -C 0 -1387 E - F 0 -1420 C -D 0 -1741 F -G 0 -595 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. O- N 1075 0 L- K 1747 0 N -M 1734 0 K -J 1701 0 M -L 1741 0 J-1 1122 0 H yt 1 V' I"_/ COA #o NA v.. 04/18/2018 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens. Comp A- P 0 -765 E- J 0 445 A-0 668 0 J- F 473 0 O -B 0 -840 F -I 0 837 B- N 495 0 I- G 894 0 N- C 0- 586 G- H 0 774 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricatin, handlinshi ping installing and bracing. Refer to and follow the latest edition of BCSI (BuildingtSafetyInformation, byy TPI an8SBCA) 9i safety practices prior toperformingthesefunctions. Installers shall provide temporaryBCSIUnlessnotedotherwise,top chord shall have property attached structural sheathing and bottom hord shall hav a pro2erl id cellin . Locations shown for ermanent lateral restraint bf webs shall hav breecin installed per BCI sections B3, 7 or B10ye. App y plates to ach face, ofptruss and position as shown above and on lite Joini Details, unless noted otherwise Refer to 60A -Z for standard pate positions. shall not iiri 1, ortor n. acceptance c any structure i rral notes page and failure to build the I or cover page n. The suitabllity ALPINE ISH r,., MMNY 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: N333547 Ply: 1 SEON. 40182 / Ti t / SY42 Cust. R R8975 JRef* 1 Wa789750075 VARIOUS ,9A6/9A7 ,198SE ,02A ,RB01 Oly' 1 FROM: ALS DrwNo: 107.18.1137.33203 Truss Label: FTGE KM / OF 04/17/2018 i 17"8 2'10"1474 j4;8"4 r 1.7.8 1'2"81 11'7"4 3' 1 1 1' 12'10"8 3I TYP) 3X3 A B C D E F G H I J K L 9'4" N X W V U T S R O P O 1112X4 3X3 14'8"4 Loading Criteria (psr) Wind Criteria Snow Criteria (Pg,PI in PSF) Defl/CSI Criteria Maximum Reactions (lbs), or'=PLF TCLL: 4000 Wind Std ASCE 7-10 Pg. NA Ct: NA CAT. NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL /W TCDL: 1000 Speed: 150 mph PI: NA Ce: NA VERT(I-Q: 0 002 B 999 360 N' 352 /47 /15 /- /- /176 BCLL' 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.006 B 999 240 Wind reactions based on MWFRS BCDL. 5.00 Risk Category. II Snow Duration: NA HORZ(LL)' -0 001 B N Min Brg Width Req = - Des Ld 55.00 EXP C HORZ(TL). 0.001 B Bearing Y is a rigid surface. NCBCLL. 10 00 Mean Height 15 00 RTCDL42psiCode / Misc Criteria Creep Factor 2.0 Soffit 2.00 BCDL: 3.0 psi Bldg Code: FBC 61h.ed 201 Max TC CSI: 0.360 Members not listed have forces less than 375# Load Duration. 1.00 MWFRS Parallel Dist. 0 to h/2 TPI Std 2014 Max BC CSI: 0.013 Maximum Web Forces Per Ply (Ibs) Spacing. 12 0 " C&C Dist a. 3.00 it Rep Factors Used Yes Max Web CSI: 0.122 Webs Tens.Comp. Loc from endwall: not in 4.50 it FT/RT:20(0)/10(0) X - B 76 -404 GCpi• 0 18 Plate Type(s): Wind Duration. 1.60 WAVE VIEW Ver: 17 02 02A.1213.21 Maximum Gable Forces Per Ply (lbs) Lumber Gables Tens Comp Gables Tens Comp Value Set: 13B (Effective 6/1/2013) C - W 69 -407 H - R 66 -512 Top chord 4x2 SP #2 N D • V 68 -440 I - Q 66 -510 Bot chord 4x2 SP #2 N E - U 67 -476 J - P 68 -523 Webs 4x2 SP #3 F - T 66 -507 K-0 61 -469 Lumber value set "13B" uses design values G - S 66 •513 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 y Wunmluykrq 253 pff at 0.00 to 384 pff at 6.88 TC. From 384 pit at 6.88 to 384 pff at 14.44 1•" BC: From 5 pff at 0 00 to 5 pff at 1456 A.••h% tl , Plating Notes 3 ii • V lF •• Lti All plates are 1.5X3 except as noted. Ji 7O8 i Wind O. Wind loads based on MWFRS with additional C&C C member design Additional Notes 0 SAT O • 4 • if Truss must be installed as shown with top chord up 9G ' ,A , . e7, A. 04/18/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses req%ire extreme care in fabricating, h ndllnq shi pin installing and bracin Refer to and follow the latest edition of BCSI (BuildingComponentSfetyInformation, byy TPI anS CA) fat sa ety ractices prior to performing these functions. Installers shall provide temporarryy brawnggg Ger B SI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a progenyattach8,d n gid ceilin Locations shown for ermanent lateral restraint bf webs shall have bracing installed p r BCI coons 83, B7 or B10, as app ica e. Apply plates to ach face. ofptruss and position as shown above and on the oinl9Details, unless note otherwise. Refer to A LPI N Edrawings160A -Z for standard pate positions Alpine, ad ivision of ITW Buildl1nQc CComponents Group Inc. shall not be responsible for any deviation from this drewinp any failure to build the µ,,, truss In conformance with A 51lTPI 1, or ffor handllrlq shipping, Installati nand braang q ,trussesA eat on this dr3awirlg or over pa e . , 2400 Lake OrangeOr. I this drawing indicates acceptance of proTessronaf en ineerinq responsiblllNN solelyor the desi n sllovsn.he suiCablllty 9 and use of this drawing for any structure is the responsibility of the Building DesigrSer pe ANSIITPI 1 S$c.. Suite 150 For more inrormabon see Ihis ob's eneral notes a e and iAese web ares• ALPINE www el ineitw.com, TPI: www.r msl or , SBCA www.sbuntlust wm; ICC. www iccsare or Orlando FL, Job Number: N333547 Ply: 1 SEON 40183 / 732 / SY42 Cust: R R8975 JRef. 1 Wa789750075 VARIOUS ,9A6/9A7 ,198SE ,02A ,RB01 Oly. 6 FROM -RAA DrwNo. 107.18 1137.33485 Truss Label: FT7 KM / DF 04/17/2018 111110 T CD 1 5'4"8 7'0"12 11'2"4 5'4"8 1'8"4 4'1"8 TYP) 1113X3 = 3X3 1.5X3 =3X3 =3X3 1111.5X3 =3X3 =1.5X3 A B C D E F NI -1M 1.5X3 = 3X4 1111.5X3 Loading Criteria (ps0 Wind Criteria TCLL. 4000 Wind Std, NA TCDL: 1000 Speed: NA mph BCLL. 0.00 Enclosure, NA BCDL: 5.00 Category NA Des Ld: 5500 EXP. NA Mean Height: NA it NCBCLL: 10 00 TCDL NA psf Soffit: 200 BCDL: NA list 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 02 SP #2 N Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Additional Notes See ANSI/TPI 1 Sect 7 for additional bracing requirements. Bracing material to be supplied by erection contractor Truss must be installed as shown with top chord up. WARNING" READ AND IMPORTANT" FURNISH THIS DRAM I rt 1, or ror nicacceptance any sructure i fat notes page and L K J I 3X3 1111.5X3 =3X3 1113X3 11'2"4 x-9.4„ JH 1112X4 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (lbs) Pg NA Ct: NA CAT: NA PP Deflection in lot Udefl U# Loc R / U / Rw / Rh / RL W Pf NA Ce: NA VERT(LL) 0 076 C 999 360 N 602 / - / - / • / - 7.2 Lu' NA Cs. NA VERT(TL)' 0 165 C 999 240 H 603 /. / - / - / - 3.0 Snow Duration NA HORZ(LL) 0.019 B - N Min Brg Width Req = 1.5 HORZ(TL)- 0.030 B H Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor 2 0 Bearings N & H are a rigid surface Bldg Code. FBC 6th ed 201 Max TC CSI 0 580 Bearing N requires a seat plate TPI Std- 2014 Max BC CSI: 0.741 Rep Factors Used Yes Max Web CSI: 0 286 Members not listed have forces less than 375# FT/RT 12(0)/10(0) Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp Chords Tens. Comp. Plate Type(s) WAVE VIEW Ver: 17.02.02A.1213.21 A - B 0 -391 D - E 0 -980 B- C 0- 907 E- F 0 -378 C - D 0 -988 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. M- L 773 0 K- J 988 0 L- K 990 0 J-1 763 0 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. Webs Tens Comp A -N 0 -573 E-1 0 -612 A -M 621 0 I -F 601 0 M- B 0- 606 F- H 0 -5W nu nmuu,.._. J - E 434 0 as 0. 7"08 1 a t• SAT O OVAL ,,1+ COA 190 pere»wstl 04/18/2018 TING THE INSTALLERS to and follow the latest E Of failure to buildthe I r TheP. bility ALPINE 2400 Lake Orange Or. Suite 150 Orlando FL, 32837 Job Number: N333547 Ply 1 SEON 40184 / 735 / SY42 I Cusl' RR8975 JRef. 1Wa789750075 VARIOUS ,9A6/9A7 ,198SE ,02A ,RB01 Oly, 1 FROM. RAA DrwNo' 107 18 1137.33032 Truss Label: FT8 KM / OF 04/17/2018 T o Loading Criteria (psf) Wind Criteria TCLL' 40.00 Wind Sid. NA TCDL. 10.00 Speed' NA mph BCLL 0.00 Enclosure' NA BCDL. 500 Category: NA VERT( L): 0.011 B 999 240 EXP: NA Des d.: Des Ld. 55.00D Mean Height. NA it 10 00 TCDL NA psf Soft 2.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing. 24 0 " C&C Dist a NA R Max TC CSI: 0.117 Loc. from endwall: NA TPI Std. 2014 I: NA GCpi NA Members not listed have forces less than 375# Wind Duration: NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set "Il 3B" uses design values approved 1/30/2013 by ALSC Additional Notes Truss must be installed as shown with top chord up 1'7"82'5"8 4'1" 1'7"8 10.. 17'8 1,3,.12 --{ 1,3,.12 --1 3X4 1111.5X3 1111.5X3 =3X4 A B C D 3A3 =3X3 4'1" Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Cf. NA CAT' NA PP Deflection in loc Udell L/# Loc R / U / Rw / Rh / RL /W Pf NA Ce: NA VERT(LL): 0.005 B 999 360 H 225 / • / - / - / - /3.0 Lu' NA Cs: NA VERT( L): 0.011 B 999 240 E 225 / - / - / - / • / - Snow Duration: NA HORZ(LL): -0.002 D - H Min Brg Width Req = 1 5 HORZ(TL). 0 003 D E Min Brg Width Req = - Code / Misc Criteria Creep Factor: 2.0 Bearing H is a rigid surface Bldg Code- FBC 6th.ed 201 Max TC CSI: 0.117 TPI Std. 2014 Max BC CSI 0 072 Members not listed have forces less than 375# Rep Factors Used: Yes Max Web CSI: 0.081 µ„ we 24009eOran Laka Dr. FT/RT:12(0)/10( 0) Suite 150 For more mrormabon see Isis b's enerel notes a e and Ness web sues• ALPINE: www.al 'nenw Com; TPI: www t ins/ or ;SBCA: www.sbundust .tAm, ICC: www itaafe or Plate Type( s), WAVE I VIEW Ver: 17.02.02A 1213 21 r: s 0.708 1 S T O A. ao/ONAL COA 1rlrrrprlWt 04/18/ 2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fagricating, handling, shippin installing.and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by PI an 9e SBCA) fb sa ety practices prior to performing these functions. Installers shall provide temporarryy bracin per SCSI Unless noted oUterwise,top chord shall have bolt2m hordhaveproperlyattachedstructuralsheathingand shall a properly attach tl ngld cedin Locations shown for Dermanenl lateral restraint bf webs shall hay braaGng mslalled per BC I sections ¢3, B7 or B70, as appllca a Applgy plates to each face, of truss and position as shown above and on tt a Join Details, unless noted otherwise aefer to drawings 160A•Z for standard plate positions. ALPINE Alpine, a division of ITW Buildl1ng CComponent Group InC shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with AN51liPl 1, or for andbrsg shippmq, inStallaU nand braung pf trussesA eat on this drawingq or over page listing this drawingq indicates acceptance of en sneering responsrbillty }nor the design he µ„we24009e OranLakaDr. proTessionaf sole)y shovin. suitability and ise of this eiawing for any structure is [he responsibilit of the Building DesigrSer perANSIITPI 1 Sec.2. Suite 150 For more mrormabon see Isis b's enerel notes a e and Ness web sues• ALPINE: www.al 'nenw Com; TPI: www t ins/ or ;SBCA: www.sbundust .tAm, ICC: www itaafe or Ofland0 Job Number: N333547 Py 1 $EON. 54582 / T42 / COMN Cust R R8975 JRef 1 Wa789750075 VARIOUS ,9A6/9A7 ,198SE ,02A ,RB01 Oty. 4 FROM: ALS OrwNo' 107 18 1137.35154 Truss Label: Al KD / WHK 04/17/2018 7'3• 14'11.9 22'6- 29'11• r T3• T 7'9.9 i. + 7'3- 06X6E Loading Criteria (psq TCLL. 20.00 TCDL: 17.00 BCLL. 000 BCDL: 10.00 Des Ld: 47.00 NCBCLL 10.00 Soffit: 0.00 Load Duration: 1 25 Spacing' 24.0 " 03 I I(E31) 0 5X5 0 3x9 a 5x5 IX4(E3)3) 29'11• ae 9•n•e + e• + e• + 6•tre +o 8'11.9 14'11.8 22'11.8 29'11• Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure. Closed Risk Category' II EXP: C Mean Height: 24 56 R TCDL 4 2 list BCDL. 5.0 psf MWFRS Parallel Dist. h/2 to h C&C Dist a. 3.00 ft Loc from endwall' not in 9.00 it GCpi: 0 18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x6 SP #2 N .B2 2x4 SP #1: Webs 20 SP #3.W2, W4 2x4 SP #2 N: Lt Slider 2x6 SP #2 N. BLOCK LENGTH = 2.000' Rt Slider 2x6 SP #2 N: BLOCK LENGTH = 2.000' 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. Wind Wind loads based on MWFRS with additional C&C member design Snow Criteria (Pg,PI in PSF) Pg: NA Ct. NA CAT W Pf: NA Ce NA Lu NA Cs, NA Snow Duration: NA Code / Mist 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): 0.082 K 999 360 VERT(TL)' 0.313 K 999 240 HORZ(LL)' 0.037 G - - HORZ(TL): 0 073 J - Creep Factor: 2.0 Max TC CSI: 0.947 Max BC CSI 0.673 Max Web CSI 0 423 VIEW Ver: 17 02 OtA 1115.21 i o. 708 1 S T O COA # 0S/ DEAL41x1$ Ma.rrhn w 04/18/2018 20'0.12 Maximum Reactions (Ibs) Lot R /U /Rw /Rh /RL /W M 1546 / 429 / 1021 / - /287 /35 N 1546 /429 /1021/• /- /35 Wind reactions based on MWFRS M Min Big Width Req = 2.1 N Min Brg Width Req = 2.1 Bearings M & N 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 908 -2370 E - F 765 -1692 C - D 908 - 2282 F - G 910 -2282 D - E 763 -1692 G - H 907 -2370 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - L 1958 -662 K - J 1950 -679 L - K 1950 -663 J - H 1958 -678 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. Webs Tens. Comp. D - K 354 -635 K - F 353 -635 E - K 802 - 329 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Mqquire extreme care in fa¢ricatins, handling9 ship ing installing_and bracin/q Refer to and follow the latest edition of BCSI (BuildingSafeInformation, by I PI an SBCA ri5r sa1le Dractices prior to perfo ming these functions Installers shall provide temporary r BCSI Unless noted o erwise,top chord shall have properly attached structural sheathing and bottom hord shall have a properly id ceilin Locations shown for ermanent lateral restraint bf webs shall ham braacin ns tied p r Bc9l sections $3, B7 or 810, e.• App y plates to each face ofttruss and position as shown above and on tI a Joint9I etails, unless notes otherwise. Refer to any for any deviation from this drpwinq any failure to build the acing of_trussesA seal on this dr33wirfgq or cover pagge , ionsibihty_solely for the design shoN The suitability www.iprnsl.org. SBCA www ALPINE mrrwc 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number. N333547 Py: 1 SEON: 54559 / T47 / HIPS Cust R R8975 JRef: 1 Wa789750075 VARIOUS .9A6/9A7 ,198SE ,02A ,RB01 Oly. 2 FROM' ALS DrwNo' 107 18 1137 35357 Truss Label: A2 KM / OF 04/17/2018 7'3" 12'11"0 16'11"8 22'8" 2911" T3" 5'8"8 4' S'B"8 71" 04x6 9i 06 E F 2511" 11'0"8 6'17"8 8' 8' 6'11"8 1'0"8, 6'11"8 14'11"8 22'11"8 Loading Criteria (psf) Wind Criteria TCLL 20.00 Wind Std: ASCE 7.10 TCDL 1700 Speed 150 mph BCLL. 0.00 Enclosure Closed BCDL. 10.00 Risk Category: II Des Ld. 47.00 EXP: C Mean Height: 24.06 it NCBCLL: 10.00 TCDL' 4 2 psf Soft. 000 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist h/2 to h Spacing. 24.0 " C&C Dist a: 3.00 ft Loc from endwall: not in 9.00 it GCpr 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x6 SP #2 N :B2 2x4 SP #1' Webs 2x4 SP #3:W2, WS 2x4 SP #2 N Lt Slider 2x6 SP #2 N BLOCK LENGTH = 2.000' Rt Slider 2x6 SP #2 N: BLOCK LENGTH = 2.000' Lumber value set "13131" 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. Snow Criteria (Pg,Pr in PSF) Pg. NA CI.NA CAT: W Pf: NA Ce' NA Lu' NA Cs' NA Snow Duration: NA Code I Misc Criteria Bldg Code: FBC 61h.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 Udefl U# VERT(LL): 0.076 L 999 360 VERT(TL). 0.293 L 999 240 HORZ(LL): 0 042 H . HORZ(TL): 0.070 K Creep Factor: 2.0 Max TC CSP 0.731 Max BC CSI. 0672 Max Web CSI: 0.222 VIEW Ver: 17 02 01A 1115 21 I Wind — • Wind loads based on MWFRS with additional C&C member design. A ;• S • 0 i 4 • COA#0SQ w 4 04/18/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING' IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fat ricating, handling, shipping, installing and bracing Refer to and follow the latest e of in's as not 200"12 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W N 1547 /433 /1027/- / 254 /3.5 O 1547 / 433 / 1027/ - /- /3.5 Wind reactions based on MWFRS N Min Brg Width Req = 2 1 0 Min Erg Width Req = 2 1 Bearings N & O 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 964 -2378 F - G 811 -1712 C - D 943 -2271 G - H 945 -2271 D - E 810 -1712 H - 1 962 -2378 E - F 820 -1531 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens Comp. B - M 1943 -692 L - K 1935 .721 M - L 1935 -693 K - I 1943 -720 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. D -L 313 -574 L - F 401 •185 E - L 401 -185 L -G 312 -574 of from this drawin an failure to build the t seal on this dr wNq or cover page . . Tor the design shown. The suitability ANSI/TPI 1 Sbc.2. ALPINE M ITWCMII.)IY 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 Job Number: N333547 Ply. 1 SEON: 54562 / T31 HIPS Cust. R8975 JRef: 1Wa789750075 VARIOUS ,9A6/9A7 ,198SE ,02A ,RS01 Oly 2 FROM. ALS DrwNo' 107.18.1137.35310 Truss Label: A3 SN / OF 04/17/2018 T1"4 10'11"8 18'11"8 22'9"12 29'11" 7'1"4 T 3'10"4 8' 3'10"4 io5EX5 T2 11115X5 Loading Criteria (psq 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 " 29'11" 6'11"8 1'0"8 6'11"8 14'11"8 22'11"8 29111" Wind Criteria Wind Std: ASCE 7-10 Speed 150 mph Enclosure: Closed Risk Category' 11 EXP: C Mean Height: 23.56 It TCDL: 4.2 fist BCDL: 5.0 psi MWFRS Parallel Dist, h/2 to h C&C Dist a: 3.00 H 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 T2 2x4 SP #1: Bot chord 2x6 SP #2 N :B2 2x4 SP #1 Webs 2x4 SP #3 Lt Slider 2x6 SP #2 N BLOCK LENGTH = 2.000' Rt Slider 2x6 SP #2 N: BLOCK LENGTH = 2.000' Lumber value set "13131" uses design values approved 1/30/2013 by ALSC Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42" -high x 24" -wide clearance Wind Wind loads based on MWFRS with additional C&C member design. IMPORTANT•• FURNISH THIS DRAWI 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 Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL): 0.092 L 999 360 VERT(TL). 0 314 L 999 240 HORZ(LL): -0.042 C - - HORZ(TL): 0.070 K Creep Factor: 2.0 Max TC CSI: 0.925 Max BC CSI 0 737 Max Web CSI: 0.261 VIEW Ver. 17 02.01A.1115.21 04/1812018 V ALL NOTES ON THIS DRAWING! ALL CONTRACTORS INCLUDING THE INSTALLERS the latest edition of SCSI (Building Installers shall provide temporary bon2m hosred shall hav a properly uper esss noted otherwiise 7Referr to' vision of ITW Budd1nr CComponents GrpupvisionwithAN51lTPI1, or hor handlincr rawingg Indicates acceptance of prof this drawing for any structure is the r TPI: www s.20'0"12 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W N 1657 /436 /1027/- / 221 /35 O 1658 / 436 / 1027/ - /- 135 Wind reactions based on MWFRS N Min Brg Width Req = 2 3 O Min Erg Width Req = 2.3 Bearings N & O are a rigid surface Members not listed have forces less than 375# Maximum Top Chord Forces Per Pty (Ibs) Chords Tens.Comp. Chords Tens. Comp B - C 981 -2574 F - G 1086 -2428 C - D 958 -2481 G - H 956 -2483 D - E 1088 -2427 H-1 980 -2575 E - F 878 -1942 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens. Comp. B - M 2120 -704 L - K 1851 -596 M - L 1850 -571 K - I 2122 -732 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. Webs Tens Comp. M - E 501 -259 F - K 502 -259 his dripwing an failure to build the on this dr8wlrlg or cover page tedesi r n shown. The suitability ALNE m"w" waxr 2400 Lake Orange Or Suite 150 Orlando FL, 32837 Job Number: N333547 Py. 1 SEON: 54567 / T46 / HIPS Cust: RR8975 JRel: 1Wa789750075 VARIOUS ,9A6/9A7 ,198SE ,02A ,RB01 Oly 2 FROM:ALS DrwNo' 107.18.1137.35309 Truss Label: A4 KM / DF 04/17/2018 14'11"8 _,_ 20'11"8 29'11" , 8111"8 B' 6• o6DX6 1112X4 T2 re 6X6 29.11" o s•n"a a• a• + s•11~e +o 6'11"8 14'11"8 22.11"8 29'11" Loading Criteria (ps0 TCLL: 2000 TCDL. 17.00 BCLL: 0.00 BCDL' 10.00 Des Ld: 4700 NCBCLL' 10.00 Soffit: 000 Load Duration: 1.25 Spacing: 24.0 " Lumber Wind Criteria Wind Std: ASCE 7.10 Speed 150 mph Enclosure, Closed Risk Category' II EXP: C Mean Height' 23.06 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 9.00 K GCpr 0.18 Wind Duration 1 60 Value Set. 13B (Effective 6/1/2013) Top chord 2x4 SP #1 'T2 20 SP #2 N Bot chord 2x6 SP #2 N :B2 2x4 SP #2 N. Webs 2x4 SP #3 Lt Slider 2x6 SP #2 N: BLOCK LENGTH = 2.000' Rt Slider 2x6 SP #2 N. BLOCK LENGTH = 2 000' 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,PI in PSF) Pg NA CC 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 Defl/CSI Criteria PP Deflection in loc Udefi U# VERT(LL): -0.181 C 999 360 VERT(TL). 0.361 C 999 240 HORZ(LL): -0 114 C - HORZ(TL): 0.130 C Creep Factor: 2.0 Max TC CSI. 0 929 Max BC CSI: 0.949 Max Web CSI 0.322 VIEW Ver 1702.01A.1115.21 ze- H S AT O 0 69 Q F ONA1. .a• 200"12 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W M 1547 /679 /1020/- / 187 13.5 N 1547 /679 /1020/- / • /3.5 Wind reactions based on MWFRS M Min Big Width Req = 2.1 N Min Brg Width Req = 2.1 Bearings M & N 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 1157 -2525 E - F 1059 -2150 C - D 967 -2225 F - G 967 -2225 D - E 1059 -2150 G - H 1156 -2522 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - L 1879 -701 K - J 1834 -704 L- K 1834 -701 J- H 1879 -702 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens. Comp. D -K 418 -175 K -F 418 -174 E -K 215 -402 04/18/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fa¢ricating, handling shipping installing and bracing. , Refer to and follow the latest edition of SCSI (BuddingtSafeyInformation, byY PI antr77 SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted otherwise,top chord shall have proper)vy attached structural sheathing9 and bott2m chord ;hall have a properly I rd cedin ovations shown for ermanent lateral restraint bf webs shall have bracmq inslalled p r BCSI s coons B3, B7 or B7o e. Appy plat s to ach face oiptruss and position as shown above and on the JomfDeta ls, unless note otherw se Refer to 60A -Z for sp n and peiate positions. of rl i -i 1, or for n acceptance any sucture his drpwing anv failure to build theonthisdrwivgoroverpage , Le desjgn shown. f1 he suitability ALPINE N/InYrDMMM' 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: N333547 Ply- 2 SEON: 54571 / T14 / HIPS Cusl: RR8975 JRef: 1Wa789750075 VARIOUS ,9A6/9A7 ,198SE ,02A ,RB01 Oly: 1 FROM: ALS DrwNo. 107.18.1137 35170 Truss Label: ASG KM / DF 04/17/2018 2 Complete Trusses Required 6'11"8 14'11"8 22'11"8 29'11" 6'11 6X8 1114X4T2 =_6XFDE 12 6 it4X4 W 04 C G W2 B H III A I 1 L5x5 02Kax8 J n N 5X5 Ig3X4 223) 17'0"8 6'11"8 8' 8' 6'11"8 1'0""8, 611"8 14'11"8 22'11"8 29'11" _1 Loading Criteria (ps0 Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 17.00 Speed: 150 mph BCLL. 000 Enclosure: Closed BCDL: 10.00 Risk Category: II VERT(TL): 0.540 E 999 240 EXP C Des Ld. 47.00 Mean Height 22 56 It NCBCLL: 0.00 TCDL 4 2 psl 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: 0 656 Loc. from endwall: NA TPI Std: 2014 GCpi 0 18 Wind Duration: 1.60 Lumber Value Set. 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N .T2 2x6 SP #2 N. Bot chord 2x6 SP #2 N 'B2 2x4 SP #2 N: Webs 2x4 SP #3 W2, W4 2x4 SP #2 N: Lt Slider 2x6 SP #2 N: BLOCK LENGTH = 2 000' Rt Slider 2x6 SP #2 N' BLOCK LENGTH = 2.000' Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Nailnote Nail Schedule 0 128"x3" nails Top Chord. 1 Row @12.00" o.c. Bot Chord' 1 Row @12.00" o.c Webs . 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting Loading 1 hip supports 6-11.8 jacks with no webs. Wind Wind loads and reactions based on MWFRS. Snow Criteria (Pg,PI 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 Pf: NA Ce: NA VERT(LL). 0 139 E 999 360 M 3026 /1265 / • / - / - Lu. NA Cs NA VERT(TL): 0.540 E 999 240 N 3026 /1265 - Snow Duration. NA HORZ(LL): 0 049 G - - Wind reactions based on MWFRS HORZ( L): 0.121 G M Min Big Width Req = 2.1 Code / Misc Criteria Creep Factor: 2 0 N Min Brg Width Req = 2.1 Bldg Code FBC 61h ed 201 Max TC CSI: 0 656 Bearings M & N are a rigid surface TPI Std: 2014 Max BC CSI 0 959 o.20'0"12 3.5 3.5 Rep Factors Used: No Max Web CSI: 0.282 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT 20(0)/10(0) Chords Tens.Comp. Chords Tens Comp. Plate Type(s). WAVE VIEW Ver: 17.02.OtA.t1t5.21 B -C 1075-2601 E - F 1305 -3169 C - D 1051 -2562 F - G 1051 -2562 D - E 1305 -3169 G - H 1075 -2601 WARNING" READ AND FOLLOW ALL IMPORTANT" FURNISH THIS DRAWING TO ALL C as Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp Chords Tens. Comp. B - L 2228 -908 K - J 2226 - 908 L - K 2226 -908 J - H 2228 -908 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens Comp D - K 1062 -447 K - F 1062 -447 E - K 510 -809 lv, ry'i OFE i o. 708 1 o:• SAT O .: Q s coIONAL 04/18/2018 INCLUDING THE INSTALLERS ddmingthesefundinsInstallersshal?prov deStemporarry uctural sheathingg and bottom hord shall have a properly hav bracing inst811ed pgr BC`I sgcbons B3, 137 or 810, on tthe Jom Details. un ess noted otherwise. Refer to Alppine, a division of ITW Buulidl1n tCComponssntSS Groupp Ino. shall not be respvonsiple for any deviation from this drawing anY failure to build the irOss In cpniormance with ANSI PI 1, or for handhrfq shlppmct, mstallabon and bracing of trussesA eat on this drawing or cover pa e listing this drawingg indicates acceptance of proiesstonar en ineenng respons7bitittyv solely1/ or tlhe des iggn shown. The suitability and ise of this drawing for any structure is the responsibilit of the building Desigrfer peIANSIITPI 1 Sec.2. For more information see this job's general notes page and these web sites ALPINE www.alpineitw com, TPI, www.tpmst.org, SBCA, www sbc ndustrycom, ICC www iccsah ALPINE 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number. N333547 Wind Criteria Ply: 2 SEON. 54596 / T15 SPEC Cust* R R8975 JRef. 1 Wa789750075 VARIOUS .9A6/9A7 ,198SE ,02A ,RBOC Enclosure Closed Oly 1I FROM ALSI P 2726 /1233 / - / - / - Dnallo: 107.18.1137 35169ITrussLabel: A6G Mean Height 23.15 It 0.00 TCDL: 4.2 psf Soffit 0.00 KM / DF 04/17/2018 Load Duration: 1 25 2 Complete Trusses Required Spacing: 24.0 " C&C Dist a: 3.00 it 7'1 -4 9'3"8 11'7"8 18'8"422'11"8 Code / Misc Criteria 29'11" O Min Big Width Req = 2.8 i 7'0"12 4'3'4 611"8 IX4E8 12 1112Z(4 H4X6(F RS) 1112X4 =6XF16 6 u tOn 04XC4 i 1X6 v B J A K 1 _ 20712 0. 1113X721E3) a5 Io 1114X8 B2 m8X70 1112X4 1113X112(E3) 4X (E)=4X4(E3) 29'11" 11'0"8 6'11"8 + 446 + 726 + 43.•4 + 7'1"4 X108 6'11"622'9"12 29'11" '-11 Loading Criteria (psf) Wind Criteria TCLL 20.00 Wind Sid: ASCE 7-10 TCDL 17.00 Speed: 150 mph BCLL: 0.00 Enclosure Closed BCDL 1000 Risk Category' II P 2726 /1233 / - / - / - EXP: C DDes Ld: 47.00Desd:: Mean Height 23.15 It 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 P Min Big Width Req = 1.9 Loc from endwall: not in 9.00 ft Code / Misc Criteria GCpi: 0.18 O Min Big Width Req = 2.8 Wind Duration: 1.60 Lumber Value Set' 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x6 SP #2 N :B2 2x4 SP #2 N• Webs 20 SP #3 Lt Slider 2x6 SP #2 N: BLOCK LENGTH = 2 000' Rt Slider 2x6 SP #2 N' BLOCK LENGTH = 2.000' Lumber value set "l 3B" uses design values approved 1/30/2013 by ALSC Nailnote Nail Schedule:0.128"x3" nails Top Chord: 1 Row @12 00" o c Bot Chord. 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c Use equal spacing between rows and stagger nails In each row to avoid splitting. Special Loads Lumber Dur.Fac.=1.25 / Plate Dur Fac =1 25) TC: From 78 pit at -1.04 to 78 pit at 18.69 TC: From 39 pit at 18.69 to 39 plf at 22.96 TC: From 78 pit at 22.96 to 78 pit at 3096 BC: From 20 pit at 0.00 to 20 pit at 18.54 BC: From 10 pit at 18 54 to 10 pit at 22.93 BC: From 20 pit at 22 93 to 20 pit at 29.92 TC' 240 lb Conc Load at 19 90,20 90,22.90 TC 333 Ib Conc. Load at 22.96 BC: 1953 Ib Conc. Load at 18 69 BC: 148 Ib Conc. Load at 19.90,20.90 BC' 551 Ib Conc. Load at 22 93 Wind Wind loads and reactions based on MWFRS. Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL W Pf NA Ce: NA VERT(LL). 0 187 G 999 360 P 2726 /1233 / - / - / - 35 Lu: NA Cs: NA VERT(TL)- 0.700 G 809 240 0 4011 /1828 / - / - / - 3.5 Snow Duration: NA HORZ(LL). 0.062 1 - - Wind reactions based on MWFRS HORZ(TL)' 0.147 1 P Min Big Width Req = 1.9 Code / Misc Criteria Creep Factor 2 0 O Min Big Width Req = 2.8 Bldg Code: FBC 6th ed 201 Max TC CSI: 0.952 Bearings P 8 O are a rigid surface. TPI Std: 2014 Max BC CSI: 0869 Rep Factors Used: No Max Web CSI: 0.889 Members not listed have forces less than 375# FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply (lbs) Chords Tens Comp, Chords Tens Comp Plate Type(s): WAVE VIEW Ver: 17.02.0111.1115.21 B - C 1034 -2271 F - G 1765 •3905 Additional Notes C - D 1009 -2231 G - H 1772 -3919 D - E 987 -2170 H-1 1578 -3466 WIND LOAD CASE MODIFIEDI E - F 1389 -3079 I • J 1605 -3509 H. i o. 7,08 1 NAL'G Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B-0 1929 -866 M - L 3021 -1367 O - N 1905 -853 L - J 3013 -1364 N - M 2885 -1296 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens Comp E - N 2334 -1046 F - M 1190 -547 N - F 1026 -2156 M - H 1234 -557 04/18/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS qquire extreme care in fabricating, handling, shipping, installing and bracin . Refer to and follow the latest edition of SCSI (Building d Safety Information, by TPI an a SBCA) rb) saty practices prior to perfoiming these functions. Installers shall provide temporaryrBCSI. Unless noted olherwise,top chord shall have property attached structural sheathing and bottom hord shall have a pro jer1y gid ceilingy p ocations shown forlpermanent lateral restraint Of webs shall hav brecinq installed per BC`I sections Q3, B7 or 810, e._ A _ tat s to each face o truss and position as shown above and on tfle cin Details, unless noted otherwise. Refer to any for any deviation from this drawing anY failure to build the acing gftrussesA Seal on this drawing9 or cover pagge , ionsibllity solely f -or the des„gn shoWn. The suifabihty, ALPINENE MMC 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number, N333547 Ply. 2 SEAN* 40135 / T13 HIPS Cus1, R8975 JRef 1 Wa789750075 VARIOUS ,9A6/9A7 ,198SE ,02A ,RB01 ally 1 FROM. ALS DrwNo. 107.18 1137 33050 Truss Label. BIG KM / DF 04/17/2018 2 Complete Trusses Required 3'114 7'7" 10 14' 188" 22'11"4 29'11"4 3'11"4 3'7"12 75" 4' 4'B" 4'3"4 7' 19715 3'0"11 — i T911 3'11"4 3'9"8 2'1"8 4'112 4'9"12 33"13 7'9"11 1' r 3'11"4 + 7'8"12 9'10"4 14' + 18'9"12 + 22'1"9 + 2911"4 + Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (lbs) 1112x4 in 4x4 12 Pg: NA Ct NA CAT NA PP Deflection In loc Udell U# Loc R /U / Rw / Rh / RL / W TCDL 1700 Speed 150 mph H qZZ 6 TF BCLL 0.00 Enclosure Part Enc Lu: NA Cs NA VERT(TL). 0.650 O 522 240 L 5598 /39117 /1534/. J - /11 3 T a5X8 1112X4 w4X4 w6X6 1112X4 EXP. C o A B C D E T2 Creep Factor' 2 0 74 v T BCDL 5 0 psf Bldg Code: FBC 6th.ed 201 Max 7C CSI 0.942 Q Min Bi Width Re 1.5gq = Load Duration 1 00 rv m W2 L Min Brg Width Req = 39 Min Brg Width Req = t 5 Spacing: 24.0 " C&C Dist a 3.00 ft W11 1 1 Loc. from endwall not in 4 50 It FT/RT 20(0)/10(0) Bearings Q, L, K. & I are a rigid surface J i —•h 9.4•• 1113X6 W5X14 1112X04 112X4 OSSIO17 OSS1017 B2 = 6X6 I w4X4(BR) VIEW Ver 17 02 02A 1213.21 Lumber 1114X6 Members not listed have forces less than 375# 19715 3'0"11 — i T911 3'11"4 3'9"8 2'1"8 4'112 4'9"12 33"13 7'9"11 1' r 3'11"4 + 7'8"12 9'10"4 14' + 18'9"12 + 22'1"9 + 2911"4 + Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (lbs) TCLL 2000 Wind Std ASCE 7-10 Pg: NA Ct NA CAT NA PP Deflection In loc Udell U# Loc R /U / Rw / Rh / RL / W TCDL 1700 Speed 150 mph Pf: NA Ce NA VER7(LL): -0.269 O 839 360 Q 2788 / 2089 / 630 / - /172 /73 BCLL 0.00 Enclosure Part Enc Lu: NA Cs NA VERT(TL). 0.650 O 522 240 L 5598 /39117 /1534/. J - /11 3 BCDL. 10.00 Risk Category II Snow Duration: NA HORZ(LL)' -0 053 A - K -954 /954 /671 / - / - /11 3 Des Ld 4700 EXP. C HORZ(rL). 0.085 A - - R 421 /288 /557 / - / - /8.0 NCBCLL: 10.00 Mean Height' 15.00 It TCDL: 4.2 psf Code / Misc Criteria Creep Factor' 2 0 Wind reactions based on MWFRS Soffit. 0 00 BCDL 5 0 psf Bldg Code: FBC 6th.ed 201 Max 7C CSI 0.942 Q Min Bi Width Re 1.5gq = Load Duration 1 00 MWFRS Parallel Dist. 0 to h/2 TPI Std. 2014 Max BC CSI. 0.591 L Min Brg Width Req = 39 Min Brg Width Req = t 5 Spacing: 24.0 " C&C Dist a 3.00 ft Rep Factors Used. Yes Max Web CSI: 0.736 R Min Brg Width Req = 1.5 Loc. from endwall not in 4 50 It FT/RT 20(0)/10(0) Bearings Q, L, K. & I are a rigid surface GCpi 0 55 Plate Type(s). Bearings Q, L, K, & I require a seat plate Wind Duration: 1.60 WAVE, 18SS VIEW Ver 17 02 02A 1213.21 Lumber Members not listed have forces less than 375# Value Set: 13B (Effective 6/1/2013) Maximum Top Chord Forces Per Ply (lbs) Top chord 2x4 SP #2 N T2, T4 20 SP #1 Chords Tens Comp Chords Tens. Comp Bot chord 2x4 SP 2400f-2 OE :B2 2x4 SP #2 N A - B 2388 -3201 D - E 1901 -2560 Webs 2x4 SP #3,W2, W9 20 SP 2400f -2.0E B - C 2388 -3201 E - G 1905 -2566 W11 2x4 SP #2 N C - D 3153 -4238 Lumber value set "13131" uses design values approved 1/30/2013 by ALSC Nailnote Nail Schedule:0.128"x3" nails Top Chord 1 Row @ 7 00" 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 Special Loads Lumber Dur Fac =1.00 / Plate Dur.Fac =1 00) TC: From 282 pit at 0 00 to 318 pit at 300 TC From 318 pit at 3 00 to 318 pit at 15.67 TC From 318 pit at 15 67 to 282 pit at 1867 TC From 78 pit at 18 67 to 78 pit at 30.94 BC From 20 pit at 0 00 to 20 pit at 2994 TC: 425 Ib Conic. Load at 18 67 Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Negative reaction(s) of -954# MAX from a non -wind load case requires uplift connection. See Maximum Reactions QPM H. o. 708 1 04/18/2018 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. Chords Tens Comp P-0 4241 -3159 M - L 1697 -2271 O - N 4238 -3153 L - K 1760 -2354 N - M 4229 -3149 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens Comp A-0 1038 -1359 E - M 615-736 A - P 3360 -2505 M - G 4985 - 3728 B - P 563 -679 G - L 1919 -2702 P -C 824 -1111 G -K 2321 -1666 D - M 1321 -1772 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fa¢rieating, handling shippin installing and bracing.. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, byY T1 PI an SBCA) fbr safey ractices prior to performing these functions. Installers shall provide temporarryy bracing per BCSI . Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a properly attached riggid ceilm Locations shown for ermanent Iatiqral restraint bf webs shall hay bracin mslalled p r BC9I sections B3, B7 or B10, as applicable. Appy plates to each face. o' ttruss and position as shown above and on the Joint9Details, unless noted otherwise. Refer to ALPINEdrawings160 -Z for standard plate positions Alpine, a division of ITW B Ild1'n ompon nits Grou In shall not be responsible for any deviation from this drawin an failure to build the ,r,rrwco,pytrussInconformancewithXN1a11, or or handllr g, s tippinq, instplIat n and bracing of_trussesA seal on this dr wir q or cover page , . 2400 Lake Orange DrlistingthisdrawingindicatesacceptanceofproesslonaenIneeriresponsibillvvsole )y forthe desl n shown. The suigability and use of this drawing for any structure is p e responsibility of the 9uilding Desigrfer peIANSI/TPI 1 S c.2. Suite 150 For more information see this ob's general notes page and these web sites. ALPINE wrw+ al menw com; TPP www t cost org. SOCA www sbandustry com, ICC www.iccsafe.crg Orlando FL, 32837 Job Number: N333547 Ply: t SEON, 40136 / T24 / HIPS Cust: R R8975 JRef. 1 Wa789750075 VARIOUS .9A6/9A7 ,198SE ,02A ,RB01 Oly. 1 FROM: ALS DrwNo' 107.18.1137.33438 Truss Label. B2G KM / DF 04/17/2018 6't"4 + t08" , 16'4" + 20'10"4. 30 ' i6'1"4 4'6"12 5'8" 464 4112 5' 4x4D 21' i. -1 4'621'1"12" 4 3'8"8 5't"12 + 1' i r T t0 16'7"8 + 24'10"4 + 30' Loading Criteria (pst) Wind Criteria Snow Criteria (Pg,P1 in PSF) DeflICSI Criteria Maximum Reactions (lbs) TCLL 20.00 Wind Sid: 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): •0.046 C 999 360 B 984 /489 /896 /. /214 /8.0 BCLL- 000 Enclosure: Part. Enc. Lu. NA Cs: NA VERT(TL): 0.138 M 999 240 N 2705 /1291 /1368/. ! - /80 BCDL 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.016 L - 0 637 /247 /332 /- / • /8.0 Des Ld. 47.00 EXP: CMeanHORZ(TL) 0.026 C - Wind reactions based on MWFRS Height: 15.00 fl NCBCLL: 10.00 TCDL: 4.2 psi Code I Misc Criteria Creep Factor 2 0 B Min Brg Width Req = 1.5 Soffit. 0 00 BCDL: 5.0 psi Bldg Code: FBC 6th ed 20t Max TC CSI 0.719 N Min Br Width Re 3 8gq = Load Duration 1.25 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.989 0 Min Brg Width Req = 1 5 Bearings B, N, & H are a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 H Rep Factors Used' Yes Max Web CSI: 0 722 Bearings B, N, 8 H require a seat plate Loc. from endwall: Any FT/RT:20(0)/10(0) GCpi: 0.55 Plate Type(s). Members not listed have forces less than 375# Wind Duration 1.60 WAVE VIEW Ver: 17.02,02A.1213 21 Maximum Top Chord Forces Per Ply (lbs) Lumber Chords Tens.Comp. Chords Tens. Comp. Value Set: 13B (Effective 6/1/2013) B - C 1149 -1359 E - F 853 -698 Top chord 2x4 SP #2 N T3 2x4 SP #1: C - D 1007 -981 F - G 968 -509 Bot chord 2x4 SP #2 N D • E 960 -950 G • H 198 -715 Webs 2x4 SP #3 Lumber value set "13131" uses design values Maximum Bot Chord Forces Per Ply (Ibs) approved 1/30/2013 by ALSC Chords Tens.Comp. Chords Tens Comp Special Loads B - M 1122 •826 K - J 566 •113 Lumber Dur. Fac.=1.25 / Plate Dur.Fac =1.25) M - L 721 •674 J - H 549 -113 TC: From 78 pit at -1.0010 78 pit at 31 00 L - K 567 -8112 BC. From 20 pit at 0.0010 20 pit at 30.00 TC: 172 Ib Conc Load at 21.40 7C' 174 Ib Conc Load at 22.94 Maximum Web Forces Per Ply (lbs) TC 448 Ib Conc. Load at 24.97 Webs Tens.Comp. Webs Tens Comp BC: 54 Ib Conc. Load at 21 40ptumntpprur BC: 97 Ib Conc Load at 22.94 r/rrH. C - M 387 •408 L - F 1629 •1393 BC: 180 Ib Conc Load at 24.97 rr"' rr M - D 584 •490 F - K 965 • t559 r'Q 4yyy E - L 684 -814 K - G 761 -1643 Wind ZNY.i•>rjE Wind loads based on MWFRS. 3 ee 0.7.08 1 S T 0 • F 4 ONALCOA 04/18/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fa calling, h ndlin shi ping installing and bracing Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI an S CA) f r saipety practices prior to performing these functions. Installers shall provide temporarryy bracin cer BCS!. Unless noted olherwise,top chord shall have proPe* attached structural sheathing and bottom hord shall have a pro2eflyattachTriceilinLocationsshownforPermanentlateralrestraintOfwebsshallhavbraaun0installedpgrBCIctionsB3, B7 or 610, as app ica e. Apply states to each face of truss and position as shown above and on the Join Details, un ess note otherwise. Refer to ALPINEdrawingst60A-Z for standard plate positions. Alpine, a division of ITW Bu1ritddl1n9g CComponfntg Group InC shall not be respponsible for any deviation from this drawin au, failure to build the ,y m truss In conformance with ANSIrfP1 1, or for handers shi pin , instpllation and bracin of truss sA teal on this dr wiXg or cover pa e , , 2400 Lake Orange Drlistingthisdrawingindicatesacceptanceofproi'ess onal en ineerin responslbilit r so elyor the design shown. The suitability 9 and use of this 9 awing for any structure Is a responsibility of the uslding Desig er peIANSIfrPI 1 an shown. Suite 150 For more information see this ob's general notes page and these web sites: ALPINE www al menwxom; TPI: www.t mst orp, SBCA: www sbcindust Com; ICC. www imsale org Orlando FL. 32837 Job Number: N333547 Ply 1 SEON 40137 / T25 / COMN Cust R R8975 JRef* 1 Wa789750075 VARIOUS ,9A6/9A7 ,198SE ,02A ,RBOC Qty 2 FROM ALS DrwNo. 107 18 1137 33001 Truss Label: C1 KM / DF 04/17/2018 13"4 6'6"4 10'8" 14'9"t2 18'0"12 27'4" 3'3"4 3'3" t2 4'1"12 3'3" 33"4 04F 04X4(") \4X4(••) E G 12 D H 6 133 oo C I o e 1 B J AK M 82 L O 4X6(82) 0 5X10 a 5X10 a 4X6(B2) 21'4" 1' 1 6.6.. 4' 4' 6'6" 6'8" 10'8" 14'8" 21'4' Loading Criteria (psr) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (lbs) TCLL 2000 Wind Std ASCE 7.10 Pg: NA Ct: NA CAT NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W TCDL. 17.00 Speed. 150 mph Pf NA Ce: NA VERT(LL): 0 252 L 999 360 B 1475 /535 /773 / - /214 /80 BCLL: 0.00 Enclosure* Closed Lu. NA Cs NA VERT(TL). 0 828 L 470 240 0 1476 /535 /773 / - /. /8.0 BCDL. 1000 Risk Category: II Snow Duration' NA HORZ(LL) 0 113 D - Wind reactions based on MWFRS Des Ld: 47.00 EXP C HORZ(TL): 0.242 D B Min Brg Width Req = 1.7 NCBCLL: 1000 Mean Height 15 00 it Code I Misc Criteria Creep Factor 2 0 0 Min Big Width Req = 1.7 TCDL 4 2 psi Bearings B 8 J are a rigid surface BCDL: 5.0 psiSoffit: 0 00 Bldg Code: FBC 6th ed 201 Max 7C CSI: 0.797 g 9 Load Duration 1 25 MWFRS Parallel Dist. 0 to h/2 TPI Std. 2014 Max BC CSI 0.807 Bearings B 8 J require a seat plate. Spacing 24 0 " C&C Dist a 3 00 ft Rep Factors Used. Yes Max Web CSI: 0.246 Members not listed have forces less than 375# Loc. from endwall NA FT/RT'20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0 18 Plate Type(s)' Chords Tens Comp. Chords Tens Comp Wind Duration: 1.60 WAVE VIEW Ver 17 02 02A 1213.21 Lumber B - C 958 -2451 G - H 701 -1747 C - D 828 - 2081 H - 1 828 -2082 Value Set: 138 (Effective 6/1/2013) D - E 701 .1748 1 - J 958 -2453 Top chord 2x4 SP 24001-2.0E Bot chord 2x4 SP #1 .132 2x6 SP SS Maximum Bot Chord Forces Per Ply (Ibs) 2x4 #2 N Webs 2x44 SP #3 Chords Tens Comp. Chords Tens CompWe Lt Wedge 2x4 SP #3 Rt Wedge 2x4 SP #3: B - M 2100 -811 L - J 2102 •811 Lumber value set "1313" uses design values M - L 1769 -705 approved 1/30/2013 by ALSC Special Loads Maximum Web Forces Per Ply (Ibs) Lumber Dur Fac.=1.25 / Plate Dur.Fac =1.25) Webs Tens Comp Webs Tens Comp TC. From 78 pit at .1 00 to 78 pit at 22.33 C - M 164 -469 N - G 720 -1882 BC' From 20 pit at 0.00 to 20 pit at 667 D - M 646 -182 L - H 646 -182 BC From 60 pit at 6 67 to 60 plf at 758 E - N 720 -1882 L - 1 172 -471 BC From 100 pit at 7 58 to 100 plf at 13.83 pturrtuuty rurq BC From 60 pit at 13 83 to 60 pit at 14.67 BC: From 20 pit at 14.67 to 20 pit at 21 33 `Pit••'• y Plating Notes . ••••Ci S4j All plates are 2X4 except as noted • • 2 plate(s) require special positioning. Refer to • O. %8scaledplateplotdetailsforspecialpositioningi requirements. r Wind • Wind loads based on MWFRS with additional C&C member design .• •• {{ a Additional Notes(`n•••••..,,;.•••_\` WARNING: 20 psi additional bottom chord live load , SS \`r check has been modified COA ii 4"ONA M 1 04/18/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shi pin9 in.5talling.and bracing Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI an SBCA) handling, safety jsractices prior to performing these functions Installers shall provide temporary bracin cer BCS! Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proper y attach rl nyid ceilin Locations shown forermanent lateral restraint of webs shall ham braacingy installed p?r BCSI s cttons 133, 67 or 810, _ as app ICa a Apply plates to each face, of truss and position as shown above and on tI a Joint Details, un ess note otherwise. Refer to ALPINE drawings 160A -Z for standard plate positions Alpine, a division of ITW B itddl1n Compon nts Gropup In .shall not be responsible for any deviation from this drawinq any failure to build the ,y„ two,, truss in conformance with N51!}PI 1, or gor handlir it sliippmq, installation and bracing ot,trussesA seal on this drawil5g or cover pa e , , 2400 Lake Oren a DrlistingthisdrawingindicatesacceptanceofproTessionarenineerinqresponsibilittyysole) for the desi n shown. The suitability 9 and ise of this drawing for any structure is the responsibilitll of the Building Desigrfer pe ANSI/TPI 1 S c.2. Suite 150 For more information see this job's general notes page and these web sites ALPINE: www alpmeitw corn; TPI. www.ipinst.org SOCA www slicmdustry com; ICC. www iccsafe org Orlando FL, 32837 Job Number: N333547 Py 1 SEON. 40138 / T22 / COMN Cust R R8975 JRel: 1 Wa789750075 VARIOUS ,9A6/9A7 .198SE 02A,R801 Qty: 2 FROM: ALS DrwNo: 107 18.1137 33563 Truss Label: C2 KM / OF 04/17/2018 4 66"4 10'8" 14'9"12 18'0 12 21'4" 3'3"4 3'3"4'1"12 3'3" 3'3"4 004F 04X4(••) \4X4(••) E G 6 12 D B3 M H 0 C I p v 1 A B L B2 K N az 4X6(B2) :5X 10 s 5x 10 s* 4X6(82) 21'4" 4' 4' 6'8" 68 10'6 14.6.. 21.4" Loading Criteria (psq Wind Criteria Snow Criteria (Pg.Pf in PSF) Defl/CSI Criteria • Maximum Reactions (lbs) 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 PI: NA Ce. NA VERT(LL): 0.254 K 999 360 B 1410 / 536 / 774 / • /201 /8,0 BCLL. 0.00 Enclosure' Closed Lu NA Cs: NA VERT(TL) 0.840 K 464 240 N 1329 /496 /690 / - /. /80 BCDL. 10 00 Risk Category: II Snow Duration. NA HORZ(LL)- 0 114 D Wind reactions based on MWFRS Des Ld 47.00 EXP: C HORZ(TL): 0 241 D - - B Min Brg Width Req = 1 7 Mean Height: 15.00 it N Min Bi Width Re 1.6NCBCLL10.00 TCDL: 4.2 psi Code I Misc Criteria Creep Factor: 2.0 9 q = Soffit' 0.00 BCDL 5 0 psf Bldg Code: FBC 6th ed 201 Max TC CSI: 0.795 Bearings B & J are a rigid surface Load Duration: 1 25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.783 Bearings B & J require a seat plate Spacing 24.0 " C&C Dist a 3.00 it Rep Factors Used Yes Max Web CSI: 0.224 Members not listed have forces less than 375# Loc from endwall: not in 4 50 it FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Pty (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp, Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver 17.02 02A 1213.21 Lumber B - C 960 -2381 G • H 704 -1733 C - D 831 •2074 H-1 832 -2077 Value Set 13B (Effective 6/1/2013) D - E 704 •1735 I - J 969 -2400 Top chord 2x4 SP 2400f-2 OE Bol chord 2x4 SP #1 .B2 2x6 SP SS: B3 2x4 SP #2 N: Maximum Bot Chord Forces Per Ply (lbs) Webs 2x4 SP #3 Chords Tens Comp. Chords Tens. Comp. Lt Wedge 2x4 SP #3..Rt Wedge 20 SP #3: B - L 2039 -813 K - J 2062 - 823 Lumber value set "13B" uses design values L - K 1775 -708 approved 1/30/2013 by ALSC Special Loads Maximum Web Forces Per Ply (lbs) Lumber Dur.Fac.=1 25 / Plate Dur.Fac.=1.25) Webs Tens.Comp Webs Tens. Comp. TC' From 78 pit at -1 00 to 78 plf at 21.33 C - L 166 •468 M - G 724 -1889 BC From 20 pit at 0 00 to 20 plf at 6.67 D - L 577 -183 K - H 589 -187 BC. From 60 pit at 6.67 to 60 plf at 7.58 tulrtulur E - M 724 •1889 K-1 206 -497 BC From 100 pit at 7 58 to 100 pit at 13.83 111K Unq BC. From 60 plf at 13.83 to 60 plf at 1467 * H, r` 14,, BC: From 20 pit at 14 67 to 20 pit at 21.33 ` _.1•••.•.•... Plating Notes.v.•• VIDAllplatesare2X4exceptasnoted. 2 plate(s) require special positioning. Refer toscaledplateplotdetailsforspecialpositioningsrequirements. Wind• Wind loads based on MWFRS with additional C&C iQ eLrmember designfAdditional Notes`r,. WARNING. 20 psf additional bottom chord live load check has been modified COA floWJUNAL p iwtt lnln`1` 14/18/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fat"cating, handlin shiippin installing.and bracing Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, byY PI an SBCA) handling, sa ety {raclices prior to performing these functions. Installers shall provide temporary _ bracin Der SCSI. Unless noted otherwise,top chord shall have property attached structural sheathing and bottom Chord shall have a propertyattachTriceilinLocationsshownforermanentlateralrestraintifwebsshallhaybraacingainstalledprBCS1sectionsB3, B7 or 810, as app icalita. Appy places to each face of°truss and position as shown above and on t ie JoinfDetails, unless notes otherwise. Defer to A IPLNEdrawings160A -Z for standard plate positions. Alpine, a division of lTW B IId1ng CCompon nts GrpV Inc.•shall not be re;ponsiple for any deviation from this Brewin any failure to build thetrussInconformancewith N51lTPI 1, or gor handliriit shipping, installatrbn and bracing gi,lrussesA eat on this dr wirfg or cover page , , 2400 Lake Orange Dr. listing this drawing indicates acceptance of proTessionar en ineerinq responsibility solelyor the desi n shovTn. The suitabilityanduseofthis 'awing for any structure is the responsibilit of the Building Desig er pe ANSIITPI 1 S c.2. Suite 150 For more inlwmaiion see this D's eneral noses a e and these weD ansa: ALPINE: www al memv.com, TPI• www. msi.or ;SBCA. www sbundus com, ICC www iccsale-Org Orlando FL, 32837 Job Number. N333547 Ply: 1 SEON: 40139 / T10 / COMN Cust R R8975 JRef. 1 Wa789750075 VARIOUS .9A6/9A7 ,198SE ,02A ,RB01 ally 1 FROM. RAA DrwNo: 107 18 1137 33048 Truss Label: C3 KM / DF 04/17/2018 5'211 9' + 12'4" + 16'1"5 21'4" 5'2"11 3'9"5 34 3'9"5 62"11 a 4X4 w4X4 D E W4- 9`4" 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 HORZ(TL): 0.062 1 EXP. C Des Ld 47.00 Mean Height: 15.00 it NCBCLL: 10.00 TCDL: 4.2 psi Soft 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 4.50 it VIEW Ver 17.02 02A 1213 21 GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design 21'4" 1, T 2'8" 12' 9'4" 21'4" Snow Criteria (Pg,Pt in PSF) Defl/CSI Criteria Pg NA Cl: NA CAT: NA PP Deflection in loc Udell U# Pf. NA Ce: NA VERT(LL): 0.056 1 999 360 Lu' NA Cs: NA VERT(TL) 0.290 1 999 240 Snow Duration: NA HORZ(LL)' 0.026 1 - HORZ(TL): 0.062 1 Code / Misc Criteria Creep Factor: 2 0 Bldg Code: FBC 6th.ed 201 Max TC CSI' 0.492 TPI Std' 2014 Max BC CSI 0.849 Rep Factors Used: Yes Max Web CSI: 0.196 FT/RT:20(0)/10(0) Plate Type(s): WAVE VIEW Ver 17.02 02A 1213 21 H. r 710861 v '( Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1123 /324 /772 / - /186 /8.0 K 1123 /324 /772 /• /• /80 Wind reactions based on MWFRS B Min Brg Width Req = 1.6 K Min Brg Width Req = 1 6 Bearings B & G are a rigid surface. Bearings B & G require a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens. Comp B - C 642 -1681 E - F 563 -1338 C - D 563 -1337 F - G 641 -1682 D - E 543 -1153 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - J 1414 •464 I - G 1415 -489 J-1 1153 -314 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp I -F 218 -378 sr V S T d COA 04/18/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT'• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS I uire extreme care In fabricating, h ndlin99 shi pin installing and bracing.Refer to and follow the latest edition of BCSI (Building1SafetyInformation, by TPI an S CA) fi5r safety ractices priortoperformingthesefunctionsInstallersshallprovidetemporary BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathing and bott Nord shall have a proper yidceilinLocationsshownforermanentlateralrestraintbfwebsshallhaybraacingginstalledprBCIsecoons133, 137 or 810, e._ Appy plates to each face. ofPtruss and position as shown above and on the Jo nfDelalIs, unless noted otherwise. Refer to osnponQntsGrlure to build the porforhan piing, shipping, mst IlabOnnd bracing of trussesA eat on this dr8wirlg or cover page. ttante of ro essiona en ineenn respons bili solelyor the desi n shown. The sui bilityyructureisaresponsibilityofthewildingDesigerperANSIlfPI1Sc.2. TPI www ipinst org. SBCA: www ALPINENE m rrwcCMIwff 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333547 Ply: 1 SEON• 40140 / T69 / HIPS I Cust: RR8975 JRef 1Wa789750075 VARIOUS .9A6/9A7 ,198SE ,02A ,RB01 Oty 1 FROM. ALS DrwNo' 107 18 1137.33469 Truss Label: C4G KM / DF 04/17/2018 7'144" t 21'4" 8„ i 7. i 3,8.. r 3 7. '1 C5 s4XD4 T2 =5E5 21'4" 1 t 7.3,.8 6'8"8 7'4" 7.3..8 T 14' 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 Des Ld 47 00 EXP• C B Min Brg Width Req = 1 8 Mean Height 15.00 it NCBCLL: 0.00 TCDL: 4.2 psf Soffit. 0.00 BCDL 5.0 psf Load Duration• 1.25 MWFRS Parallel Dist. 0 to h/2 Spacing: 24.0 " C&C Dist a, 3.00 H Bearings B & F require a seat plate Loc. from endwall NA Max Web CSI: 0 409 GCpi 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 20 SP #1 32 20 SP #2 N. Bot chord 2x4 SP 2400f -2.0E Webs 2x4 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,PI in PSF) Pg: NA Cl: NA CAT: NA Pf• NA Ce NA Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL): 0 118 D 999 360 Maximum Reactions (Ibs) Loc R /U / Rw / Rh / RL B 2134 / 617 - Lu: NA Cs: NA VERT(TL): 0 458 D 881 240 J 2134 /617 / • / - / - Snow Duration: NA HORZ(LL)- 0.047 H - - Wind reactions based on MWFRS HORZ(TL). 0.115 H B Min Brg Width Req = 1 8 Code / Misc Criteria Creep Factor: 2.0 J Min Brg Width Req = 1 8 Bldg Code FBC 6th.ed 201 Max TC CSI: 0.935 Bearings B & F are a rigid surface. TPI Std: 2014 Max BC CSI: 0 728 Bearings B & F require a seat plate Rep Factors Used- No Max Web CSI: 0 409 W 80 80 FT/RT:20(0)I10(0) Members not listed have forces less than 375# Maximum Top Chord Forces Per Pty (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE VIEW Ver: 17.02.02A 1213 21 B - C 1048 -3692 D - E 894 -3255 C - D 893 -3256 E - F 1049 -3691 H 3', ti%'GE rrS•!iQ/may . o. 708 1 1 s errrrre••••rr C 0 A dai77 8i NAL 04/18/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - 1 3172 -879 H - F 3171 -880 I - H 3534 -1023 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. Webs Tens. Comp. C - 1 1075 -172 D - H 193 -418 I -D 194 -416 H -E 1074 -173 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingg handling, shipping, installing and bracing Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, byY TPI and'SBCA) safety practices prior to performing these functions Installers shall provide temporary bracing er BCSI Unless noted otherwise,top chord shall have properly attached structural sheathing and boltun Nord shall have a proaerly attach e riaaid cellina Locations shown for ermanent lateral restraint 5f w bs shall have bracin installed p r BC I sections 133, 137 or 810, as applical9e Apply, plates to each face ofttruss and position as shown a ove and on the aoint9Details. un ess noted otherwise. defer to drawings 16OA•Z for standPard plate positions. ALPINEAlpine, a division of ITW B itdd11nc CCompon ntS Group In shall not be respponsible for any deviation from this drffwinp any failure to build the M,,, cirt)ss in nformance with uN51aPl 1, or (nor handlirSq shi ping, instellatibn and bracing gf,trussesA seat on this dr8wirlq or cover pa e, , 2400 OraneLaka Drlistingthisdrawinindicatesacceptanceofprogess onag en ineenng responsibrlrty solely for the desi n sho gn. The suitability 9 and use of this awing for any structure is me responsibilit ot the Building DesigrSer per ANSIITPI 1 S c.2. Suite 150 For more mlormabon see this b's eneral notes a e and Nese web saes ALPINE www.al medw com TPI www.t msl or , SBCA www.abundusi .wm, ICC www.iccsate.o OnandO L. 32837 Job Number: N333547 Py 1 SEON: 54545 / T30 / SPEC Cust. R R8975 JRef 1 Wa789750075 VARIOUS ,9A6/9A7 ,198SE ,02A ,RBOC Oty 1 FROM. ALS DrwNo: 107.18 1137.35201 Truss Label: Dt KM / DF 04/17/2018 5'1"1 978 13'5"1518'7"8 5'1"1 4'2"7 4'7'7 5'1"9 a 04E Loading Criteria (psf) TCLL' 20.00 TCDL 17.00 BCLL. 0.00 BCDL: 10.00 Des Ld 4700 NCBCLL 1000 Soffit: 0.00 Load Duration. 1.25 Spacing. 24 0 " 18'7"B Fit", 913"8 914" F + 93.18 + 18.7,.8 Wind Criteria Wind Std' ASCE 7-10 Speed: 150 mph Enclosure- Closed Risk Category' II EXP- C Mean Height' 23 15 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 Bol chord 2x6 SP #2 N Webs 2x4 SP #3 Lt Slider 2x6 SP #2 N: BLOCK LENGTH = 2 000' Rt Slider 2x6 SP #2 N BLOCK LENGTH = 2.000' Lumber value set "139" 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. N/ Pf• NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code. FBC 6th.ed TPI Std 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL). 0.027 1 999 360 VERT(TL): 0.104 1 999 240 HORZ(LL)' 0 012 G - - HORZ(TL). 0 021 1 - Creep Factor: 2.0 Max TC CSI: 0 351 Max BC CSI' 0.504 Max Web CSI. 0.211 VIEW Ver: 17 02 DIA 1115.21 GE •.S. ' Q CoA QNA N e+ l"W" 04/1812018 T 20'0"12 3) Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W J 996 / 281 / 671 / - /179 /3.5 K 910 / 250 / 584 / - / - / - Wind reactions based on MWFRS J Min Brg Width Req = 1.5 K Min Brg Width Req = - Bearing J is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens Comp B - C 592 -1364 E - F 498 -1027 C - D 556 -1282 F - G 581 -1293 D - E 483 -1026 G - H 598 -1393 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B -I 1095 -428 I- H 1109 -429 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. E - I 554 -250 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in faicating, handlin shippin installing and bracing.. Refer to and follow the latest edition of SCSI (BuildingComponentSafetyInformation, byYPI antd7 SBCA) f) sa ery racliCes pnor to performing these functions. Installers shall provide temporary bracin Der SCSI Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a proper/ attach9etl rigid ceilm .Locations shown for ermanent lateral restraint bf webs shall hay braaGnaq installed p r BCI sections B3, B7 or B10Yasapplicable. Appy Dlates to each face o truss and position as shown above and on the JoinfDetails, un ess noted otherwise Refer to drawings 160A -Z for standard plate positions. Alpine, a division of ITW Buildinq COmponents GroUD Inc shall not be responsible for anv deviation from this drawino.anv failure to build the n rl 1, or for n., Sacceptance any sructure irai notes page and or cover pa e n. The suitability ALPINE 1,IIWCOMn1M' 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333547 Py. 1 $EON54543 / T50 / HIPSqKM Cust R R8975 JRef• 1 Wa789750075 VARIOUS .9A6/9A7 ,198SE ,02A ,RB01 Qty. 1 FROM: ALS DrwNo' 107.18.1137.35202 Truss Label: D2 / OF 04/17/2018 13'5"15 187"8 , 51 1 T 3'10 7 4'6'7 + 61"9 1 113X 12(E3) M axe 1113X 72(E3) v 4X4(E3) = 4X4(E3) 18'7"8 X10 8 , 187"8 Loading Criteria (psr) Wind Criteria TCLL: 2000 Wind Std ASCE 7.10 TCDL: 17.00 Speed: 150 mph BCLL. 0.00 Enclosure Closed BCDL: 10.00 Risk CategoryII Des Ld: 47.00 EXP: C Mean Height: 23.06 it NCBCLL: 10 00 TCDL: 4.2 psi Soffit: 000 BCDL 5 0 psf Load Duration 1 25 MWFRS Parallel Dist 0 to h/2 Spacing 24 0 " C&C Dist a: 3 00 it Loc from endwall: not in 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 2x6 SP #2 N Webs 2x4 SP #3 It Slider 2x6 SP #2 N: BLOCK LENGTH = 2.000' Rt Slider 2x6 SP #2 N. BLOCK LENGTH = 2 000' Lumber value set "'I 3B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: W PL NA Ce: NA Lu: NA Cs NA Snow Duration NA Code I Mist 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 Udefl U# VERT(LL)' -0.036 G 999 360 VERT(TL) 0104 1 999 240 HORZ(LL). -0.017 C - HORZ(TL). 0 021 1 - Creep Factor: 2.0 Max TC CSI 0 351 Max BC CSI: 0.504 Max Web CSI. 0.211 VIEW Ver, 17 02 01A 1115.21 Ns ell* F•. o t SAT O ••• Q 04/18/2018 T 20'0-12 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W J 996 /425 /663 / - 1174 /35 K 910 /378 /576 /- /• /- Wind reactions based on MWFRS J Min Brg Width Req = 1 5 K Min Brg Width Req = - Bearing J is a rigid surface Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens Comp B - C 608 -1364 E - F 478 -1028 C - D 570 -1282 F - G 573 -1293 D - E 477 -1026 G - H 582 -1393 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp. B-1 1095 -430 I- H 1109 -436 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. E • 1 553 •275 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fybricatin h ndlina shiDpin installing.and bracing Refer to and follow the latest edition of BCSI (BuildingiSatInformation, b TPI an 'SCA) rot safety ractices prior to performing these functions Installers shall provide temporary BCSI.. Unless noted o herwise,top chord shall have proper)yr attached structural shgathing and bottom hord shall have a proper y I id ceihn Locations shown for ermanent lateral restraint of webs shall hav bracira installed p r BC I sections B3, B7 or 610, e Applgy plates to each face ofptruss and position as shown above and on tt a JoinrDetails, unless noted otherwise. Refer to 60A•Z for standard plate positions. shall n rt 1, or for n4 acceptance f any structure i oral notes page and failure to build the 1 or cover pa e n. The suitability ALPINENE N rr'yc AIIriNY 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333547 Py. 1 $EON' 54547 / T44 /HIPS Cust' RR8975 JRef. lWa789750075 VARIOUS .9A6/9A7 ,198SE .02A ,RB01 Oly. 1 FROM: ALS DrwNo' 107.18.1137.35419 Truss Label: D3 KM / DF 04/17/2018 6'11"8 + 11'7"8 + 187"8 6'11"8 4'8" 7' 4X8 S 4X6 D E 18'7"8 3) T 20'0"12 1'0"8 7'1"4 4,2"12 7'3"8 F'- 1. 7'1"4 i 11,4" ' 1878 ' 1 Loading Criteria (psr) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 20.00 Wind Std ASCE 7-10 Pg: NA Ch 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). -0.112 F 999 360 J 996 / 429 / 673 / - / 140 / 3.5 BCLL: 0.00 Enclosure. Closed Lu. NA Cs NA VERT(TL)- 0.273 F 999 240RL) K 910 / 383 / 586 / • / - BCDL: 10.00 Risk Category II Snow Duration: NA HORZ(LL). -0.067 C - Wind reactions based on MWFRS Des Ld: 47.00 EXP: C HORZ(TL): 0 085 C - J Min Big Width Req = 1.5 Code I Misc CriteriaNCBCLL' 10.00 Mean Height: 22.56 It TCDL: 4.2 psi Creep Factor: 2.0 K Min Big Width Req = - Soffit: 0 00 BCDL 5 0 psf Bldg Code FBC 61h.ed 201 Max TC CSI 0 679 Bearing J is a rigid surface. g g Load Duration, 1.25 MWFRS Parallel Dist' 0 to h/2 TPI Std: 2014 Max BC CSI. 0.367 Members not listed have forces less than 375# Spacing: 24.0 " C8C Dista 3 00 It Re Factors Used: Yes Max Web CSI. 0.215 Maximum Top Chord Fortes Per Ply (Ibs) Loc from endwall not in 4 50 ft FT/RT 20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. GCp1: 0.18 Plate Type(s). VIEW Ver, 17.02.OtA.1115.21 B • C 673 -1417 E - F 578 -1238 C - D 571 -1230 F - G 780 •1530 Wind Duration: 1 60 WAVE Lumber D - E 588 •1039 Value Set: 138 (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x6 SP #2 N Webs 20 SP #3 Lt Slider 2x6 SP #2 N BLOCK LENGTH = 2.000' Rt Slider 2x6 SP #2 N. BLOCK LENGTH = 2.000' 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 dill H. Sa •• 1VI t 1sk coA #o NAo, 04/1srzols WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens. Comp B-1 1025 -411 H - G 1034 -407 I- H 1026 -412 xireme care In fa ricatin9, handling9 sht pin installing and bracin/q Refer to and follow the latest edition of BCSI (BuildingyInformation, byY Plan SBCA) ro? sa ety ractices prior to performing these functions. Installers shall provide tempora Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a proper in ovations shown for Dermanent lateral restraint bf webs shall hav br Gn inslalled p r BC I coons 133, 137 or 1310 p7ey C ates to each face, of truss and position as shown above and on tfle oml9Detalls, unless note otherwise. Refer to' ALPINEforstandardplatepositions of ITW Btt rIIdd11nq om onentS Grqup In% shall not be responsible for an deviation from this dr win airy failure to build thencewithAN0+ I 1 or for handllrSlL shlppinq, Installation and bracing any Seal on this dr wing or cover pagqe, , 2400 Lake Orange Dr ng, Indicates acceptance of aro essiona en ineenn responsibilitNy sole )Y for the desi n shown. The suiCability 9drawingforanystructureistheresponsibilityoftheBuildingDesigrSerperANSIlTPI1ac.2. Suite 150 tee thisjob's general notes page and these web saes ALPINE' www al inettwxom, TPI: www t Inst or , SBCA• www sbcindust .win: ICC. www tcceare org Orlando FL, 32837 Job Number: N333547 Ply. 1 SEON. 54550 / T43 / HIPSrDrwNo* t. R R8975 JRel: 1 Wa789750075 VARIOUS ,9A6/9A7 ,198SE .02A ,RB01 Oily. 1 FROM: ALS 107 18.1137.35371 Truss Label: D4 / DF 04/17/2018 i 4'11"8 9'3"8 137"8 r 187' r 411„8 T 4'4” ' i 4'4" 411"8 4X4 s 4X4 —=4X4 D E F Il X1'0"8+ 5'3" 5'3" Loading Criteria (pst) 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 HORZ(LL): -0.022 C - Mean Height 22.06 ft 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 Bearings K & L are a rigid surface. Loc. from endwall: not in 4 50 it Max BC CSI: 0.387 GCpi. 0.18 Rep Factors Used Yes Wind Duration, 1 60 Lumber Value Set. 130 (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x6 SP #2 N Webs 20 SP #3 It Slider 2x6 SP #2 N: BLOCK LENGTH = 2 000' Rt Slider 2x6 SP #2 N BLOCK LENGTH = 2 000' 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 more 187' 8'1" 13'4" 5'3" 18'7" 20.0"12 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (lbs) 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) -0.039 G 999 360 K 994 1420 /664 / - /106 /3,5 Lu: NA Cs NA VERT(fL). 0.125 E 999 240 L 908 /376 /576 / - /- /3.5 Snow Duration. NA HORZ(LL): -0.022 C - Wind reactions based on MWFRS HORZ(TL) 0.026 C K Min Brg Width Req = 1.5 Code I Misc Criteria Creep Factor. 2 0 L Min Brg Width Req = 1.5 Bldg Code FBC 6th ed 201 Max TC CSI. 0.269 Bearings K & L are a rigid surface. TPI Std: 2014 Max BC CSI: 0.387 Rep Factors Used Yes Max Web CSI: 0.156 Members not listed have forces less than 375# FT/RT 20(0)/10(0) Maximum Top Chord Forces Per Ply fibs) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE VIEW Ver 17 02 01A 1115.21 B - C 663 -1359 E - F 600 -1131 C - D 600 -1292 F - G 611 -1298 D - E 601 -1122 G - H 625 -1366 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. Chords Tens. Comp B - J 1099 -457 I - H 1108 -455 J-1 1354 -572 o1y P•GE I a't• SOO 4, COA 04/18/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS I extreme care in fabricating, handling, shrnpin installing and bracing.. Refer to and follow the latest edition of SCSI (BuildingItSafetyInformation, byY TPI an9 SBCA) fo'r salary ractices prior to performing these functions Installers shall provide terhporarrYy r BCS( Unless noted otherwise,top chord shall have pro attached structural sheathing and bottom hord shall hav@ a properly aid ceilin . Locations shown for ermanent latgral restraint 6f webs shall hav bracing installed p r BG Vold 3, B7 or 910, sle. Apply Dlales to each face, otptruss and position as shown above and on it a JoinfDetails, un fess noted otherwise. Refer to 60A -Z for standard plate positrons. a division of any failure to build the or cover pa e n. The sui bility ALPINENE w.mraow+v+r 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: N333547 Py. 1 ISEON. 54552 / T4 / HIPS Cuss. RR8975 JRef• 1Wa789750075 VARIOUS .9A6/9A7 ,198SE .02A ,RBOC Osy: 1 FROM* ALS DrwNo: 107.18.1137.35340 Truss Label: D5G KM / DF 04/17/2018 11 2'11"8 + 9,3"8 + 15,7,8 + 187„ 2'11"8 6'4" 6'4" 2,11"8 12 =4X8 1112X4 =_4X8 T4XC D E F G 4 iD B H N T A 1 20'0-,2 1113X12(E3i 1112X4 =8X8 1112X41113X122((E3) 4X4(E3) =_ 4X4(E3) 18'7" 110„8 r 3,1„4 + 6,2„4 + 6,2„4 + 3,1„4 +110,18 3'1"4 9'3"8 15'5"12 18'7' Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefIICSI Criteria Maximum Reactions (Ibs) TCLL. 20.00 Wind Std: ASCE 7-10 Pg: NA Ct NA CAT NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL /W TCDL: 17.00 Speed: 150 mph Pf: NA Ce: NA VERT(LL) 0.086 E 999 360 M 1098 / 447 / - / - / - /35 BCLL: 0.00 Enclosure: Closed Lu, NA Cs NA VERT(TL): 0.335 E 999 240 N 1098 / 447 / • / - / - 13.5 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0 014 D - - Wind reactions based on MWFRS, Des Ld 4700 EXP C HORZ(TL): 0 033 D M Min Brg Width Req = 1.5 NCBCLL: 0.00 Mean Height: 21 56 ft Code I Misc Criteria Creep Factor: 2.0 N Min Brg Width Req = , 5 TCDL. 4.2 psf Bearings M & N are a rigid surface. Soffit: 0 00 BCDL' 5.0 psf Bldg Code: FBC 6th ed 201 Max TC CSI: 0 792 g 9 Load Duration: 1.25 MWFRS Parallel Dist- 0 to h/2 TPI Std 2014 Max BC CSI 0 397 Spacing: 24.0 " C&C Dist a 3.00 ft Rep Factors Used: No Max Web CSI: 0.424 Members not listed have forces less than Maximum Top Chord Forces Per Ply (Ibs) Loc from endwall. NA FT/RT 20(0)/10(0) Chords Tens Comp. Chords Tens. Comp. GCpi. 0 18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17 02 01A 1115.21 B - C 599 -1544 E - F 899 -2328 Lumber C - D 557 -1474 F - G 557 -1474 Value Set 138 (Effective 6/1/2013) D - E 899 -2328 G - H 599 -1544 Top chord 20 SP #2 N Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x6 SP #2 N Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP #3 Lt Slider 2x6 SP #2 N: BLOCK LENGTH = 2 000' B - L 1274 -487 K • J 1273 -479 Rt Slider 2x6 SP #2 N: BLOCK LENGTH = 2.000' L - K 1273 -479 J - H 1274 -487 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply (Ibs) Loading Webs Tens.Comp Webs Tens Comp. 1 hip supports 2.11-8 jacks with no webs. D - K 1113 -443 K - F 1113 •443 E - K 370 -583 Wind Wind loads and reactions based on MWFRS./ 00W11irlrttyrrru. qH rr o. 708 1 cies. SAT O A t .•°' rr , 8/0NACOA #0 1 rr,o w1,,, r 04/18/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT•' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in faprlcatin , handling, shi pin Installing,and bracing.. Refer to and follow the latest edition of BCSI (BulldinComponentSafetyInformation, by TPI an SBCA) fur sa ety ractices prior to performing these functions Installers shall provide tern bracin per SCSI Unless noted o erwise,top chord shall have properly attached structural shgathing and bottom hord shall hav a pro2er y attachutl rigqid ceilin Locations shown for ermanent latgral restraint bf webs shall hav br larn insiglled per BC I secoons B3, 7 or 810, as applicable Appy. ?Tates to each face, ofpiruss and position as shown above and on tfle JoinfDetails, unless noted otherwise Refer to drawings 160A-Z for standard plate positions ALPINE Alpine, a division of ITW BUIId1nlCComponrntA GTu 1 Ink shall not be res ons le for any Sleviation from this dra win%any failure to build the „r,n, truss in conformance with u1JSIgP1 1, or or an II s Ippin , installat1 n an bracing oi,trussesA Seal on this dr wing or cover page 2400 Lake Orange Dr. listing this drawing indicattes acceptance of pro esslona engineering responsibility sole) for the desf n sho ggn. The sui bility 9 and use of this drawing for any structure is the responsibility of the Building Designer peNNSIITPI 1 Sbc.2. W Suite 150 For more information see this loWs generai notes page and these web sites ALPINE www.al memo com, TPI www.1 mst or ; SBCA. wwwsbcinduslryccrn.ICC www iccsafe o Orlando FL, 32837 I Job Number: N333547 Py: 1 SEON: 40146 / T23 /HIPS Cusl: R R8975 JRef. 1 Wa789750075 VARIOUS ,9A6/9A7 ,198SE .02A ,RB01 Oty 1 FROM. ALS DrwNo' 107 18 1137.33608 Truss Label: L1 KM / DF 04/17/2018 11 7' 9' i 16' 7' 2, —1 7, 4X6 = 4X6 12 C T2 D 4 B E AF H G i-0- , 3X6(A1) 1112X4 1112X4 = 3X6(A1) 7'1"12 7T'12 Loading Criteria (pst) Wind Criteria TCLL 20.00 Wind Std: ASCE 7-10 TCDL. 17.00 Speed: 150 mph BCLL: 0.00 Enclosure Part Enc BCDL 1000 Risk Category, II Des Ld: 4700 EXP: C VERT(TL). 0.322 G 922 240 Mean Height: 15 00 it NCBCLL: 0.00 TCDL: 4.2 pst 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 Max TC CSI 0.817 Loc from endwall: NA TPI Std. 2014 GCpi• 0 55 Bearings B 8 E require a seat plate. Wind Duration: 1.60 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 T2 2x4 SP #2 N: Bot chord 20 SP #1 Webs 2x4 SP #3 Lumber value set "'I 3B" 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 16' 118"8 + 7'1"12 ' 1 1 8'10"4 16' 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 B 1428 / 715 / - / - / • /8.0Pf: NA Ce: NA VERT(LL) 0 086 G 999 360 Lu: NA Cs: NA VERT(TL). 0.322 G 922 240 E 1428 /715 / - / - / - /8.0 Snow Duration NA HORZ(LL) 0.027 G - Wind reactions based on MWFRS HORZ(TL): 0.064 G Creep Factor, 2 0 B Min Big Width Req = 1.7 E Min Brg Width Req = 1 7Code / Misc Criteria Bldg Code: FBC 6th.ed 201 Max TC CSI 0.817 Bearings B 8 E are a rigid surface. TPI Std. 2014 Max BC CSI: 0 695 Bearings B 8 E require a seat plate. Rep Factors Used: No Max Web CSI. 0.258 FT/RT:20(0)/10(0) Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s) Chords Tens.Comp. Chords Tens. Comp VIEW Ver: 17.02.02A 1213 21 B - C 1570 -3204 D - E 1.570 -3204 WAVE C - D 1450 •3010 T 1 - LN.• i ,a :• a n i v 9tD01,4 4 COA ao iVAE • 04/18/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quireextreme care in.fa¢ricating,_landliny, shipping, installing and bracing.. Refer to and follow the latest e any tion as snown aeove and on shall not be responsible for a web sites Maximum Bot Chord Forces Per Pty (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - H 2969 -1435 G - E 2969 -1435 H - G 3010 -1450 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. Webs Tens. Comp. C - H 679 -251 G - D 679 -251 of failure to buildthe The s ilability ALPINE m rrwpyN1lyJY 2400 Lake Orange Or. Suite 150 Orlando FL, 32837 Job Number: N333547 Py: 2 SEON:40173 / Tl / FLATrDwNo: RR8975JRef. 1Wa789750075 VARIOUS ,9A6/9A7 ,198SE ,02A ,R801 Oty. 1 FROM: ALS 107 18 1137.33516 Truss Label: FG1 / OF 04/17/2018 2 Complete Trusses Required T Co 6" 3'2"8 ' 6111, 8'4"6 113"6 13'10"14 114' "14 r I 7„6, 2,8„8 2108 236 211 278 3X12 1112X4 A B 4X8 =4X4 1112X4 C D E =5X14 F 113X6 I = 8X12 11104 1112X4 =SS 017 14'5"14 1113X8 12 r 3'2"8 T 6 3" 42 + 8'2110 + 110' 3' 6 + 114'54----' "81 Loading Criteria (psf) Wind Criteria 1=10ftbalmo TCDL: 10.00 Speed 150 mph i..t Enclosure: Closed BCDL: 500 Risk Category. II 113X6 I = 8X12 11104 1112X4 =SS 017 14'5"14 1113X8 12 r 3'2"8 T 6 3" 42 + 8'2110 + 110' 3' 6 + 114'54----' "81 Loading Criteria (psf) Wind Criteria TCLL: 4000 Wind Std ASCE 7-10 TCDL: 10.00 Speed 150 mph BCLL• 0.00 Enclosure: Closed BCDL: 500 Risk Category. II Des Ld: 5500 EXP: C K - C Mean Height. 15.00 it NCBCLL: 10.00 TCDL. 4.2 psf Soffit 2.00 BCDL: 3.0 psf Load Duration: 1.00 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a 3.00 it Loc from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 20 SP 2400f-2.OE Bot chord 2x6 SP 2400f-2.OE Webs 2x4 SP #3:W2. W9 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 @ 3.25" o.c Bot Chord: 1 Row @ 9 50" o.c. Webs , 1 Row @ 4" o c. Use equal spacing between rows and stagger nails in each row to avoid splitting Special Loads Lumber Dur.Fac =1 00 / Plate Dur Fac =1.00) TC: From 253 pit at 0 00 to 384 plf at 700 TC: From 384 pit at 7.00 to 384 pit at 11.33 TC' From 50 pit at 11.33 to 50 pit at 1449 BC: From 10 pit at 0.00 to 10 pit at 14.49 TC, 2495 Ib Conc Load at 11.33 BC 1537 Ib Conc Load at 11.33 BC, 225 Ib Conc. Load at 13.33 Purlins The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. Wind Wind loads based on MWFRS with additional C&C member design Snow Criteria (P9,PI to 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, 18SS Defl/CSI Criteria PP Deflection In loc Udell U# VERT(LL): 0.169 1 999 360 VERT(TL). 0.4331 577 240 HORZ(LL) 0.025 A - HORZ(TL): 0.045 A Creep Factor: 2.0 Max TC CSP 0.663 Max BC CSI 0 738 Max Web CSI: 0.742 VIEW Ver: 17.02.02A 1213 21 Truss must be installed as shown with top chord up. WARNING" READ AND FOLLOW IMPORTANT** FURNISH THIS DRAWING TOA qp",-t ., rrr H. 'y - at• SAT O ONAti , COA #0'! r „ 04/18/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W L 3251 / 548 / 227 / - / • /72 G 5202 / 744 / 227 / - / • / - Wind reactions based on MWFRS L Min Big Width Req = 1.5 G Min Brg Width Req = - Bearing L is a rigid surface. Bearing L requires a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens. Comp A - B 537 -3368 D - E 765 -5749 B - C 537 -3366 E - F 765 -5749 C - D 838 -5767 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp Chords Tens. Comp K - J 5711 -834 I - H 5811 -844 J-1 5767 -838 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens. Comp A - L 266 -1545 I - D 77 -397 A - K 3612 -575 E - H 97 -1552 B -K 119 -487 H - F 6173 -821 K - C 324 -2563 F - G 335 -2374 C - J 493 -54 IING THE INSTALLERS to and follow the latest edition of BCSI (Building seeathint9t and bottom rhord shpallhav toproperly unq Inslalled per BCI sections B3, 7 or 810 yin Details, unless noted otherwise. Refer to a division of 17 Builddl1nc Componenis Group In shall not be responsible for any deviation from this dr wing any failure to build the conformance with AN51/TPI 1, or for handllri shipping, Inst llatldn and braGng gi,lrussesA SSeal on th dr3wirlqq or cover pagge , this drawin indicates acceptance of professional en Ineering responsib(IltNy solely for the des3 gn shov17n. The suitabilityeofthis r.wing for any structure is the esponsibilit of the Building DesiglSer pe/ANSIITPI 1 SPc.2. information see this lob's general notes page and these web saes. ALPINE www alpmedw.com, TPI www Ipmst orp. SBCA: www.sbcmduslry coin, ICC, www.iccsal ALPINENE N.rrwO)MMNr 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: N333547 Creep Factor 2.0 Py 2 SEON: 54663 / T12 FLAT Cusl: R R8975 JRef: 1 Wa789750075 VARIOUS .9A6/9A7 ,198SE .02A ,RBOC Max BC CSI 0.974 Qty: 1 FROM ALS Max Web CSI: 0 656 DrwNo. 107.18 1137 35466 Truss Label: FG2 4516 0 Chords Tens.Comp Chords Tens. Comp. 0 -2910 Plate Type(s): KD / BAF 04/17/2018 A - B 0 - 4958 D - E 0 -9552 2 Complete Trusses Required VIEW Ver, 17.02.01A.1115.21 B -C 0 -9451 E -F 0 -9821 Purlins C- D 0- 9544 F- G 0 -5434 The TC of this truss shall be braced with attached Maximum Bot Chord Forces Per Ply (lbs) spans at 24" oc in lieu of structural sheathing 1p3'99" 2'11"11 + 5'3'.1 7'9"12 9'4"10+ 11-0-1 12'10"5; 5' 2'6"11 2'3.7 2'6"11 1'6"14 1'7"9 1'101 T SO 1 Loading Criteria (psi) TCLL' 40.00 TCDL. 10.00 BCLL. 000 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 0.00 Soffit 2.00 Load Duration: 1.00 Spacing 12 0 " 5X10 =58X10 1112X4 III2XDF4 =4X4 8X10(") = 8X12 FfG 10X10 =8X10 1114X4 13'4"6 f' 2'4"3 + 27"11L 11 + 1'10,.2 + 1,9"1 + 116.,13, 2'4"3 4'11"13 71 9'9"10 11'6"11 13'1"9 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 2x6 SP SS Bot chord 2x8 SP 2400f-2.OE Webs 2x4 SP #3:W2, W4, W9, W11 2x4 SP 2400f-2.OE: W12 2x6 SP #2 N: Lumber value set "l 3B" uses design values approved 1/30/2013 by ALSC Nailnote Nail Schedule 0 128"x3" nails Top Chord: 1 Row @ 9.25" o.c Bot Chord: 2 Rows @ 4.00" O.C. (Each Row) Webs ' 1 Row @ 4" o c Use equal spacing between rows and stagger nails in each row to avoid splitting. 9" o c spacing of nails perpendicular and parallel to grain required in area over bearings greater than 9" Special Loads Lumber Dur.Fac =1.00 / Plate Dur.Fac.=1.00) TC. From 50 pit at 0 00 to 50 plf at 13.75 BC' From 436 plf at 0.00 to 436 plf at 1336 TC: 340 Ib Conc Load at 3.67, 5.67 TC: 783 Ib Conc Load at 7.67 BC 5202 Ib Conc. Load at 9 58 Plating Notes 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Snow Criteria (Pg,P1 in PSF) Pg: NA Ct' NA CAT: W Pf: NA Ce NA Lu. NA Cs: NA Snow Duration: NA h DeflICSI Criteria Maximum Reactions (lbs) PP Deflection in loc Udell U# Loc R /U / Rw / Rh / RL VERT(LL): 0 276 D 580 360 P 5492- VERT(TL)' 0 394 D 478 240 0 7688- HORZ(LL): 0.040 A - P Min Brg Width Req = 2.3 HORZ(TL) 0.049 A - 0 Mm Brg Width Req = 28 W 6.0 5.7 Code I Misc Criteria Creep Factor 2.0 Bearings P 8 0 are a rigid surface. Bldg Code: FBC 2014 RES Max TC CSI: 0.962 5407 0 TPI Std. 2014 Max BC CSI 0.974 Members not listed have forces less than 375# Rep Factors Used: No Max Web CSI: 0 656 Maximum Top Chord Forces Per Ply (Ibs) FT/RT 20(0)/10(0) 4516 0 Chords Tens.Comp Chords Tens. Comp. 0 -2910 Plate Type(s): 0 -817 A - B 0 - 4958 D - E 0 -9552 WAVE VIEW Ver, 17.02.01A.1115.21 B -C 0 -9451 E -F 0 -9821 Purlins C- D 0- 9544 F- G 0 -5434 The TC of this truss shall be braced with attached Maximum Bot Chord Forces Per Ply (lbs) spans at 24" oc in lieu of structural sheathing Chords Tens.Comp. Chords Tens. Comp. Additional Notes O- N 5467 0 M- L 9813 0 Truss must be installed as shown with top chord up. N - M 9544 0 L - K 6158 0 THIS TRUSS MUST BE INSTALLED AS SHOWN AND NOT END FOR END. WARNING" READ AND FOLLOW ALL IMPORTANT•' FURNISH THIS DRAWING TO ALL C Trusses require extreme care in fabritatin , handling shiuping Ins12ComponentSafetyInformation, byy TPI an SBCA) f$F safety eractici bracm per BCSI Unless noted olhermse,top chord shall have prop attach d rqld ceihn Locabons shown for ermanent lateral restra, as app Ica e. Appy Places to each face oiptruss and position as sh drawings 160A -Z for standard plate positions. Alpine, a division of ITW BuilddinggCComponggntg Grqup I%. shall not ttrOssinconformancewithAN11011, or Ior handlirSq sC i pm , msi listing this drawing,indicates acceptance of roTesstonik enand ise of this awing for any structure is the responsibility C'E Sic' • ; 11 o. 7+08 1 i 7 1 V • Q` i • ! Z , coA MNAL EN ••'+ 04/18/2018 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp Webs Tens Comp A- P 0- 2301 M- E 1065 -1081 A-0 5407 0 E- L 468 -691 O- B 0 -2044 L- F 4634 0 B -N 4516 0 F -K 0 -2910 N -C 0 -817 K -G 6246 0 D- M 238 -407 G- J 0 -3346 IING THE INSTALLERS to and follow the latest edition of BCSI (Building seeathintgiand boil grlslofd shall provide temporary prly ting installed per BCSI s8ctlons B3, B7 or 810, m Details, un ess noted otherwise. kefer to viation from this dr winsg an failure to build the usses YA eal on th s dr8wir qq or cover pagge s ale yfor the design shown. The suitability ALPINE mm«o wrx. 2400 Lake Orange Dr Suite 150 Orlando FL. 32837 Job Number: N333547 Ply. 2 SEAN, 40175 / T27 / FLAT Cusl: R R8975 JRef• 1 Wa789750075 VARIOUS ,9A6/9A7 ,198SE ,02A ,RB01 Qty' 1 FROM: ALS DrwNo, 107.18.1137.33017 Truss Label: FG3 KM / OF 04/17/2018 2 Complete Trusses Required T 501 Loading Criteria (psf) Wind Criteria TCLL. 4000 Wind Std. ASCE 7.10 TCDL: 10.00 Speed 150 mph BCLL: 0.00 Enclosure: Closed BCDL Soo Risk Category: II Des Ld: 55.00 EXP C Mean Height 15 00 it NCBCLL: 10.00 TCDL 4 2 psi Soffit: 2.00 BCDL: 3.0 psf Load Duration: 1.00 MWFRS Parallel Dist- 0 to h/2 Spacing 12.0 ” C&C Dist a: 3.00 It Loc. from endwall Any GCpi 0 18 Wind Duration: 1.60 Lumber Value Set, 13B (Effective 6/1/2013) Top chord 2x4 SP 42 N Bot chord 2x4 SP 41 Webs 2x4 SP 43 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Nailnote Nail Schedule:0.128"x3" nails Top Chord* 1 Row @ 3 00" o c. Bot Chord: 1 Row @ 6.00" o.c. Webs . 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads Lumber Dur Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 170 pif at 0 00 to 170 pit at 4.08 BC: From 5 pit at 0.00 to 5 pit at 4.08 TC: 166 Ib Conc Load at 0.33 TC: 1114 Ib Conic Load at 2 33 BC: 258 Ib Conc. Load at 1.33 BC, 545 Ib Conc. Load at 3 33 Purlins The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. Wind Wind loads based on MWFRS with additional C&C member design. 2'0"8 4'1" r 2.0„8 2.0..8 1112X4 =4X4 1112X4 A B C 4'1" 4'1" Snow Criteria (Pg,Pf in PSF) Pg NA Ct: NA CAT. N/ PI: 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 9,4„ Defl/CSI Criteria PP Deflection in loc Udell U4 VERT(I-Q: 0.004 B 999 360 VERT(TL)' 0.011 B 999 240 HORZ(LL): 0.002 D - HORZ(TL). 0 003 D Creep Factor: 2.0 Max TC CSI. 0 315 Max BC CSI. 0.574 Max Web CSI. 0.165 VIEW Ver: 17 02 02A 1213.21 Additional Notes Truss must be installed as shown with top chord up i o. 708 1 o S T O • 0 t NAL N COA 4 NonniWl#` 04/18/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W E 1261 /84 /113 I- /• /23 D 1537 /77 /32 /• /- /- Wind reactions based on MWFRS E Min Brg Width Req = 1 5 D Min Brg Width Req = - Bearing E is a rigid surface. Bearing E requires a seat plate Members not listed have forces less than 3754 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. E -D 571 •56 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens Comp. E - B 67 -667 B - D 67 •660 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS qauire extreme care in faricatinq h ndlin99 shipping, installing.and bracing. Refer to and follow the latest edition of SCSI (Building7SafetyInformation, byYPI anad'S CA) ro) sa ety practices priortoperformingthesefunctions. Installers shall provide temporary BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom hord shall hav a properly s id ceilin Locations shown for ermanent lateral restraint bf webs shall hav braaunsgl in .1 tied p r BC9I secoons 133, 7 or 610, e. A g y platgs to each face o truss and position as shown above and on 1I a Joinl"Details, unless noteu otherwise. Refer to60A -Z fpr slap and plate positions. of shall failure to build the I or Were' over page n. The suitability ALPINE 4+m'cew.x 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number. N333547 Ply. 1 SEON: 40147 / T34 / COM OuslR 5 JRef: 1Wa789750075 VARIOUS 9A6/9A7,198SE ,02A,RBOC Oly 1 FROM.RAA 18.1137.33392 Truss Label: E1 04/17/2018 F 47- + 9' 47- 4'5" 71-8 8 64x4 2x4 D E 12 6w 2X4C N N B 4 9'4 - GF 4x4(B1) H U14X6 4X4 i 55-1 t i518.5 -i 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: 1000 Risk Category. II Des Ld' 47.00 EXP C Snow Duration. NA Mean Height 15 00 it NCBCLL 10.00 TCDL. 4 2 psf Soft: 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: 0.386 Loc. from endwall: Any TPI Std: 2014 GCpi: 0 18 F Min Big Width Req = - Wind Duration: 1.60 Lumber Bearings B & H are a rigid surface Value Set: 13B (Effective 6/1/2013) Top chord 20 SP #2 N Bearings B & H require a seat plate. Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. 5'9"1t Wt1•t2 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Cl NA CAT' NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W PC NA Ce: NA VERT(LL) 0 001 C 999 360 B 372 / 70 /295 / - /190 /8.0 Lu: NA Cs: NA VERT(TL): 0 003 H 999 240 H 562 / 162 /420 / - / - /11.3 Snow Duration. NA HORZ(LL): •0.002 G - F 258 / 109 /172- HORZ(TL) 0.003 H Wind reactions based on MWFRS Code / Misc Criteria Creep Factor. 2 0 B Min Brg Width Req = 1.5 Bldg Code: FBC 61h ed 201 Max TC CSI: 0.386 H Min Big Width Req = 1 5 TPI Std: 2014 Max BC CSI, 0.341 F Min Big Width Req = - Rep Factors Used Yes Max Web CSI: 0 128 Bearings B & H are a rigid surface Bearings B & H require a seat plate. FT/RT.20(0)/10(0) Plate Type(s), Members not listed have forces less than 375# WAVE VIEW Ver 17.02.02A.1213.21 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp C - H 430 -366 JF o. 7+08 1 S/pNAt EN •r' COA HISaAgiB.--- -'t• 04/18/2018 WARNING— READ AND FOLLOW'ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling, shi pin installing and bracin Refer to and follow the latest edition of BCSI (BuildingISafetyInformation, byv TPI an SECA) ror safety ractices prior to perfolgming these functions Installers shall provide terhporarY BCSI. Unless noted olherwise,top chord shall have properlyy attached structural sheathing and bottom Chord shall have a proppefl id ceilin Locations shown forpermanent lateral restraint Of webs shall hav braacingq nslalled pgr BCI actions B3, B7 or 810ygAppyplatestoeachfaceo_yuss and position as shown above and on 1I a JoinfI elads, un ess note otherwise. Defer to a division of any his drawmp an failure to build the on this drgwiX or cover page Le des,(gn shown. The suitability ALNE M IM'O)WNn 2400 Lake Orange Or Suite 150 Orlando FL, 32837 Job Number. N333547 Py. 1 SEON. 40148 / T36 / COMN Cusl: RR8975 JRef: 1Wa789750075 VARIOUS .9A6/9A7 ,198SE ,02A ,RBOC Qty: 1 FROM RAA DrwNo• 107 18 1137.33109 Truss Label: E2 KM / DF 04/17/2018 s•to•tz trrs r s•lnlz s•ru a Loading Criteria (pst) Wind Criteria TCLL: 20.00 Wind Std. ASCE 7-10 TCDL: 1700 Speed, 150 mph BCLL: 0.00 Enclosure. Closed BCDL, 10.00 Risk Category. II DDes d:: Des Ld: 47.00 EXP: C Mean Height 15 00 h 10 00 TCDL 4 2 psi 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 Bldg Code: FBC 6th ed 201 Loc. from endwall Any GCpi 0 18 TPI Std, 2014 Wind Duration. 1 60 Lumber Value Set, 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. sro• to•tl•lz t^t i• Snow Criteria (Pg,PI In PSF) Def /CSI Criteria Maximum Reactions (Ibs) Pg: NA Cl: NA CAT: NA PP Deflection In loc Udefl U# Loc R / U / Rw / Rh / RL /W Pf: NA Ce: NA VERT(LL) 0 011 G 999 360 B 639 / - /164 - Lu. NA Cs' NA VERT(TL)' 0.042 G 999 240 E 545 / - /164 - Snow Duration NA HORZ(LL) 0.005 F Wind reactions based on MWFRS HORZ(TL): 0.012 F B Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor, 2 0 E Min Brg Width Req = - Bldg Code: FBC 6th ed 201 Max TC CSI. 0 659 Bearing B is a rigid surface TPI Std, 2014 Max BC CSI* 0.412 Bearing B requires a seat plate. Rep Factors Used, Yes Max Web CSI 0 489 FT/RT:20(0)/10(0) Plate Type(s): WAVE VIEW Ver 17 02.02A.1213.21 H, o. 708 1 yt ' o SAT O : Q t COA #1 ,g ANAL twn1 04/18/2018 WARNING" READ AND FOLLOW ALL NOTES IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRA, lion ass shall not any 8.0 I - Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp B -C 0 -742 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens Comp. B -G 582 0 G -F 578 0 Maximum Web Forces Per Ply (lbs) Webs Tens Comp C - F 0 -668 INCLUDING THE INSTALLERS min ,these functions thestallers shall provide stepo(Building dural sheathing and bottom hord shll have a pproperly hav braanp installed pfr SCSI sections $3, 137 or 810, on 1the JoinfDetails, un ess noted otherwise Refer to it any deviation from this drpwin a failure to build the ing of tttrvvusses vA eal on thl5g drew r;9g or cover page risibility perANSIrrPI I Rc ZhoWn. The suitability n: TPI www Ipmstt org; SBCA. www sbandastry com, ICC: www Iccsal ALPINENE MIIWCbAMM' 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 Job Number: N333547 Ply: 1 SEON: 40150 / T55 / VAL I Cusl• R R8975 JRef: 1 Wa789750075 VARIOUS ,9A6/9A7 ,198SE ,02A ,RB01 Qty' 1 FROM, ALS DrwNo: 107 18 1137.33688 Truss Cabot; MV3 I KM / DF 04/17/2018 04 1112X4 B 12 6 v 0 ih m 4X4(D1) A 21'6"8 CD 1113X6 Loading Criteria (psf) Wind Criteria TCLL 20.00 Wind Std. ASCE 7-10 TCDL. 1700 Speed: 150 mph BCLL- 0.00 Enclosure. Part Enc. BCDL. 1000 Risk Category II EXP: CMeanDesLd: 47.00 Height, 23 21 ft NCBCLL: 1000 TCDL 4 2 psf Soffit, 0.00 BCDL: 5.0 psf Load Duration: 1 25 MWFRS Parallel Dist h/2 to h Spacing 24 0 " C&C Dist a: 3.00 It Loc. from endwall: not in 9.00 It GCpr 0.55 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 "'I 3B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure Additional Notes Valley truss connection to truss below shall be designed and furnished by others. 6' 6' 6' Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT Ni Pf. NA Ce: NA Lu: NA Cs: NA Snow Duration, NA Code / Misc Criteria Bldg Code FBC 6th.ed TPI Std: 2014 Rep Factors Used: Yes FT/RT 20(0)/10(0) Plate Type(s) WAVE Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): NA VERT(TL). NA HORZ(LL): •0.012 C HORZ(TL) 0.026 C Creep Factor: 2.0 Max TC CSI: 0.581 Max BC CSI: 0.502 Max Web CSI: 0 253 VIEW Ver 17.02.02A.1213.21 AF o. 708 1 IN9. 9* 1 COA flU'141tiw'Yrpt~ w1*y•d` 04/18/2018 Maximum Reactions (lbs), or'=PLF Loc R /U /Rw /Rh /RL /W D' 98 /44 /89 /- /16 /72.0 Wind reactions based on MWFRS D Min Brg Width Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care In fabricatin , handlingg shiDpin Instaliing,and bracing Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI an SBCA) fb safety Rractices prior to performing these functions. Installers shall provide temporarryy bracing per BCSI., Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a properlyattach@tlrpidceillnLocationsshownforpermanentlateralrestraintbfwebsshallhavbra8cinS1InstalledprBCIsecoonsB3, B7 or B10, as app Ica a Applgy ptat8s to each face ofptruss and position as shown above and on t ie JoinCDetails, unless noted otherwise Refer to ALPINEdrawings160A•Z for standard plate positions. Alpine, a division of ITW Build nc CCompongnts Gr lr 1 Inc.,shall not be res8onsible for any eviation from this drewinp any failure to build the mmctrussIncpnformancewithA I/TPI 1, or for han II % shhippino, installatl n and bracing o trussesA eal on this dr8win or over pa a 2400 Lake Orange Dr. It this drawing, indicates acceptance of pproTessiona! en ineerinq responsibility sole) or the desi n shown. The suitability 9 and Ose of this r7rawing for any structure is [he responsibllit of the Building Designer pe ANSIITPI 1 S c.2. Suite 150 For more information see thisjob's general notes page and these web saes ALPINE: www al inenw.com. TPI www.t mst.or ; SBCA www sbundust com; ICC www Kwafe org Orlando FL, 32837 Job Number: N333547 Ply: 1 SEON. 40151 / T54 / VAL Cust: R R8975 JRel. 1 Wa789750075 VARIOUS ,9A6/9A7 ,198SE ,02A .RB01 Oly. 2 FROM ALS DrwNo. 107.1e.113733640 Truss Label. MV2 I I KM / DF 04/17/2018 ow 1112X4 12 B 6 v 4X4(D1) c A N 10'4"2 CD 1112X4 r 4 4' 4' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Dell/CSI Criteria Maximum Reactions (lbs), or'=PLF TCLL. 20.00 Wind Sid: ASCE 7-10 Pg, NA Ct, NA CAT NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL /W TCDL: 17.00 Speed 150 mph Pf NA Ce NA VERT(LL). NA D' 97 141 /87 /- /16 /48.0 BCLL, 0.00 Enclosure: Part. Enc. Lu: NA Cs: NA VERT(TL): NA Wind reactions based on MWFRS BCDL: 10.00 Risk Category. II Snow Duration: NA HORZ(LL): -0.003 C D Min Brg Width Req = - Des Ld: 47.00 EXP' C HORZ( ll 0.008 C Bearing A is a rigid surface. Code / Misc CriteriaNCBCLL, 10.00 Mean Height: 15.00 R TCDL: 4.2 psf Creep Factor: 2.0 Soffit: 0.00 BCDL: 5 0 psf Bldg Code FBC 6th.ed 201 Max TC CSI: 0.237 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• 0.188 Spacing: 24.0 " C&C Dist a 3.00 R Rep Factors Used: Yes Max Web CSI: 0 086 Loc. from endwall: not in 9.00 R FT/RT 20(0)/10(0) GCpi 0.55 Plate Type(s): VIEW Ver: 17.02.02A.1213 21WindDuration160WAVE Lumber Value Set: 13B (Effective 6/1/2013) Top chord 20 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 Right end vertical not exposed to wind pressure. Additional Notes Valley truss connection to truss below shall be designed and furnished by others. S T O F'•••...,,..... COA #G° $, 0 N 000 0;0%6` 04/18/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in labrlcatin h ndlinqq shi pin installing and bracin Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, byWI an S CA) r0r sa ety raclices prior to performing these functions. Installers shall provide terbporary bracmggg Ger BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and botl%n hord shall have a pro I yattachEdrigidcelllnLoralionsshownforermanentlateralrestraintbfwebsshallhavebreecingmslalledprBCIsections63, B7 or 10, as applicable. Apply pplat s to each face o truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINEdrawings160A -Z for slan ard plate positions. Alpine, a division of ITW Build1'nc Componsnts Group Inc shall npt be responsl¢le for any deviation from this drpwin a(ry failure to build the mrr7co rnvrytrussinconformancewithAIIvJ51/TPI 1, or for handllrtg shipping, Installati0dn anoo braGng oi,trussesAeal on this dr wlrfg or cover page , . 2400 eLakOrange Dr. listin this drawing indicattes acceptance of ro essiona en ineerinq re onsibilitty sole or the des n shown. The sui abili 9anduseofthisdrawing (or any structure is the responsibility of the quilding Desigrfer pe ANSIffPI 1 S$c.2. ty Suite 150 For more inrormalron sea this D's eneral notes a and these web sites ALPINE. www.at ine4w com; TPI. www t insl or SBCA: www.sbtindust wm, ICC. www iccsale.or Orlando L. 32837 Job Number: N333547 Ply: 1 SEON: 40152 / T3 / VAL Cusl: R R8975 JRef. 1 Wa789750075 VARIOUS ,9A6/9A7 ,198SE ,02A ,RB01 Oty 2 FROM ALS DrwNo 107.18.1137.33687 Truss Label: MVI KM / OF 04/17/2018 12 6 1112X4 B 4X4(D1) T A 0 0=4 23'6"B V-1771-1 CD 1112X4 2' 2' 2' Loading Criteria (psf) Wind Criteria TCLL 2000 Wind Std: ASCE 7-10 TCDL: 1700 Speed 150 mph BCLL: 0.00 Enclosure- Part. Enc BCDL. 1000 Risk Category: II Des Ld. 47.00 EXP: C Mean Height 24.21 ft NCBCLL' 10.00 TCDL: 4 2 psf Soffit: 000 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a• 3.00 It Loc. from endwall not in 9.00 ft GCpi 0.55 Wind Duration. 160 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 "l 3B" uses design values approved 1/30/2013 byALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Valley truss connection to truss below shall be designed and furnished by others Snow Criteria (Pg,Pf in PSF) Pg: NA Ct NA CAT. Ni Pf• NA Ce: NA Lu: NA Cs, NA Snow Duration NA Code / Misc Criteria Bldg Code: FBC 6th ed 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 U# VERT(LL): NA VERT(TL): NA HORZ(LL)' -0 000 C HORZ(TL). 0.001 C Creep Factor 2.0 Max TC CSI 0.042 Max BC CSI, 0 045 Max Web CSI: 0.024 VIEW Ver: 17 02 02A.1213.21 y 1. AGE S•, 0.7108 1 a S T O A-,090 COA ad s ONAi ENGi° 04/18/2018 Maximum Reactions (lbs), or'=PLF Loc R /U /Rw /Rh /RL /W D' 97 /37 /80 /• /12 /240 Wind reactions based on MWFRS D Min Big Width Req = - Bearing A is a rigid surface Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care In fabricatingg, hhandlin shippin installing,and bracing Refer to and follow the latest edition of BCSI (BuildingComponentSfelyInformation, by TPI priS SBCA) f safety ractices prior to performing these functions. Installers shall provide tempora _ brach per B 1.. Unless noted olhermse.top chord shall have proGerly attached structural sheathing and bottom chord shall have a properlyattachdnaldcelhnLocationsshownforpermanentlateralrestraint8fwebsshallhaybraunainstalledprSCSIsectionsB3, B7 or B10, as applcable Appr plates to ach face of truss and position as shown above and on tI a JoinfDetails, unless note d otherwise. Refer to ALPINEdrawings160A -Z Ibr standard pe( ate positions Alpine, a division of ITW Btr11dd11nQc CCompon nts Group InC. shall not be responsible for any deviation from this dr wing any failure to build the maws KtrussIncontrmancewithANSUTPI1, or (mor handlinc shipping, Installatldn and bracln9 o(trussesA eat on th s drawirfg or cover page 2400 Lake Orange Dr. listing this Srawin indicates acceptance 91 proTessionaf en sneering respons7biliN solely or the desi n shown. The suiCability g and use of this cawing for any structure is a responsibility' of the ullding Desigrfer pe ANSI/TPI 1 S c.2. Suite 150 For more information see this joWs general notes page and these web saes' ALPINE: www al ineitw com; TPI: www t insi org. SBCA: www.sbcjndustry win. ICC wJccsefe.crg Orlando FL, 32837 Job Number. N333547( Ply: 1 I SEON• 54573 / T9 r MONO I Cust. R R8975 JRef• 1 Wa789750075 VARIOUS .9A6/9A7 ,198SE ,02A ,RB01 Oly: 1 FROM: ALS DrwNo 107.18.1137.35388 Truss Label: MGt KM / DF 04/17/2018 Loading Criteria (psq TCLL: 20.00 TCDL: 17.00 BCLL: 0.00 BCDL' 10.00 Des Ld: 4700 NCBCLL: 10 00 Soffit: 000 Load Duration 1 25 Spacing' 24.0 " Wind Criteria Wind Std. ASCE 7-10 Speed: 150 mph Enclosure. Closed Risk Category II EXP: C Mean Height: 22 82 it TCDL 4 2 psf BCDL: 5.0 psf MWFRS Parallel Dist. 0 to h/2 C&C Dist a: 3.00 it Loc from endwall' not in 4.50 It GCpi: 0.18 Wind Duration 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x6 SP #2 N Webs 20 SP #3 Lt Slider 2x6 SP #2 N: BLOCK LENGTH = 2.000' Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Dur.Fac =1.25 / Plate Dur.Fac.=1.25) TC: From 78 pit at 0.00 to 78 plf at 6.96 BC: From 20 pit at 0 00 to 20 pit at 2.19 BC: From 10 pit at 2.19 to 10 pit at 6.96 BC: 910 Ib Conc. Load at 2.19, 4.19, 6.19 Wind Wind loads and reactions based on MWFRS Right end vertical not exposed to wind pressure. 6'11"8 3'S"12 3'5"12 r 3'5"12 + 6'11"8 Snow Criteria (Pg,Pf in PSF) Pg: NA Cf. NA CAT: W Pf NA Ce: NA Lu. NA Cs NA Snow Duration: NA Code / Mist Criteria Bldg Code' FBC 61h.ed 201 TPI Sid: 2014 Rep Factors Used. Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE ED0 20'0"12 Deft/CSI Criteria PP Defection in loc Udefl U# VERT(LL): -0.130 B 640 360 VERT(TL): 0.262 B 501 240 HORZ(LL)' -0.079 B - - HORZ(rL). 0.093 B Creep Factor' 2.0 Max TC CSI: 0.807 Max BC CSI 0898 Max Web CSI: 0.872 VIEW Ver 17 02 01A.1115.21 04/18/2018 IMPORTANT' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W F 1412 /598 /• /• /- /35 D 1953 /735 /• /- /- /- Wind reactions based on MWFRS F Min Brg Width Req = 2.0 D Min Brg Width Req = - Bearing F is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens. Comp. A-13 929 -1834 B -C 715 -1761 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A - E 1494 -585 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. Webs Tens. Comp. E - C 2288 -899 C - D 534 -1187 quire extreme care in fabricating, handling shipping installing,and bracm9 Refer to and follow the latest edition of BCSI (BuddingtSafetyInformation, by TPI anr7 SBCA) 9r safety practices prior to perfoTmmg these functions Installers shall provide temporary BCSI., Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom Chord shall have a properly I id cedm Locations shown for ermanent lateral restraint of webs shall hav brawn installed p r BCCI sections B3, B7 or 1310 e. Appy plat s to each face otptruss and position as shown above and on the Jomt9Deta ls, unless noted otherwise. Refer to60A•Z for se i and plate positions. of rnformabon I pi 1, or for n acceptance any structure failure to buildthe n r The suLability ALPINENE mrrwCONMNY 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333547 Ply. 1 SEON. 40188 / T28 / EJAC Cust' R R8975 JRef. 1 Wa789750075 VARIOUS ,9A6/9A7 ,198SE ,02A ,R801 Oly 5 FROM-RAA DrwNo' 107 18.1137.33049 Truss Label: EJ7 KM / OF 04/17/2018 T 6'6 1 C 13'0"14 1 + 7, 7' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) TCLL 20.00 Wind Std: ASCE 7-10 Pg NA Ct: NA CAT N/ TCDL. 1700 Speed: 150 mph Pf. NA Ce NA BCLL' 0.00 Enclosure. Closed Lu' NA Cs NA BCDL: 10.00 Risk Category. II Snow Duration: NA Des Ld. 47.00 EXP C Code I Misc CriteriaNCBCLL' 10.00 Mean Height 15 00 ft TCDL: 4.2 psf Soffit. 000 BCDL: 5 0 psf Bldg Code' FBC 6th ed 201 Load Duration' 1.25 MWFRS Parallel Dist. 0 to h/2 TPI Std: 2014 Spacing' 24.0 " C&C Dist a: 3.00 It Rep Factors Used Yes Loc. from endwall: Any 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 Bot chord 2x4 SP #2 N Lumber value set "l 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 more Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL) NA VERT(TL)' NA HORZ(LL): 0.012 D HORZ(TL)' 0 028 D Creep Factor 2.0 Max TC CSI. 0 844 Max BC CSI' 0.596 Max Web CSI 0 000 VIEW Ver, 17.02.02A.1213 21 i ••• 0.708 1 o t SAT O t coops Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL /W B 432 /91 /346 /• /152 /80 D 136 /8 /103 /- /- /1.5 C 250 / 122 /159 / - / • /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# 04/)8/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (BuildingtSafetyInformation, by_TPI an SBCA) rot safety practices prior to performing these functions. Installers shall provide terhporaryBCSIUnlessnotedoMerwise,top chord shall have properixy attached structural sheathing and bottom hord shall hav a propperlylidceilingLocationsshownforpermanentlateralrestraintOfwpbsshallhavbreecininstalledprBC`I secoons B3, 7 or B10 e. Apply lates to each face. oi°truss and position as shown above and on 1I a Joml Details, un ess noted otherwise Refer to 60A -Z for standard plate positions. a division of any not www alpineitw com, TPI: www this drpwln an failure to build the on thl; drawiXg or cover page. he des1a1 n shown. The su,Tablllty ALPINENE I""wCOMPVfI 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number. N333547 Py. 1 SEAN* 40154 / T21 / EJAC Cust: R R8975 JRef. 1 Wa789750075 VARIOUS .9A6/9A7 ,198SE ,02A ,RB01 Qty. 2 FROM: ALS DrwNo. 107.18.1137 33390 Truss Label: EJ5 KM / DF 04/17/2018 T 6"6 1 C 4X4(81) 1 5' 5' Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf In PSF) Defl/CSI Criteria TCLL: 20.00 Wind Std: ASCE 7.10 Pg: NA Cl: NA CAT: NA PP Deflection in loc Udefl U# TCDL: 1700 Speed: 150 mph Pf. NA Ce NA VERT(LL): NA BCLL: 000 Enclosure: Part. Enc. Lu. NA Cs- NA VERT(TL) NA BCDL: 10.00 Risk Category. II Snow Duration NA HORZ(LL)..0.006 C Des Ld: 4700 EXP: CMeanHeight: 15.00 R HORZ(TL)- 0 010 D - - NCBCLL, 10.00 TCDL 4 2 psf Code I Misc Criteria Creep Factor: 2.0 Soffit: 0.00 BCDL. 5.0 psf Bldg Code: FBC 6th.ed 201 Max TC CSI. 0.703 Load Duration 1 25 MWFRS Parallel Dist. 0 to h/2 TPI Std: 2014 Max BC CSI 0.311 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) GCpt: 0 55 Plate Type(s): VIEW Ver: 17.02 02A.1213 21WindDuration. 1.60 WAVE Lumber Value Set 13B (Effective 6/1/2013) Top chord 20 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "136" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0.131"x3 0", min toe -nails at top chord. Provide (2) 0.131"x3.0", min. toe -nails at bottom chord o. 708 1 5Z coopoa. ru.r 12'0"14 ih Cl) 9'4" Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 337 /119 /321 /- I114 /80 D 97 /47 /115 /- /- /15 C 174 /89 /112 /- /- /1.5 Wind reactions based on MWFRS B Min Big Width Req = 1.5 D Min Big Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate Members not listed have forces less than 375# 04/18/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS aqutre extreme care in fabncatin h ndlin9 shi ping installing and bracin Refer to and follow the latest edition of BCSI (BuildingifSfetyInformation, by TPI an S CA) rot Batey practices prior to performing these functions Installers shall provide temporary r B SI _ Unless noted olherwise,top chord shall have proRerly attached structural sheathing and bottom hord shall have a pro2erI qid ceilin Locations shown for permanent lateral restraint bf webs shall haw braaunaa installed p r BCI sections B3, B7 or B10ye.- Apply plates to each face. of truss and position as shown above and on tate JoinfDetails. unless noted otherwise. Refer to for any TPI, www.tpinst.orn. SBCA: www failure to build the j or cover pa e n. The sur bility ALPINENE mmvo>wv+r 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333547 Py: 1 SEON. 40155 / T19 / EJAC Cusl: R R8975 JRef. 1 Wa789750075 VARIOUS .9A6/9A7 ,198SE ,02A .RB01 City 1 FROM- ALS DrwNo. 107.18 1137 33267 Truss Label: EJ5A KM / OF 04/17/2018 Loading Criteria (pst) TCLL: 20.00 TCDL 17.00 BCLL: 000 BCDL: 1000 Des Ld 47.00 NCBCLL. 10.00 Soffit: 0.00 Load Duration 1 25 Spacing: 24.0 " T 6"6 1 B Wind Criteria Wind Std: ASCE 7-10 Speed. 150 mph Enclosure: Part. Enc Risk Category: II EXP: C Mean Height: 15.00 It TCDL: 4.2 psf BCDL 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a. 3.00 It Loc from endwall. not in 9 00 it GCpi: 0.55 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 "l 3B" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 4X4(B1) except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0.131"x3.0", min. toe -nails at top chord. Provide (2) 0 131"x3.0", min toe -nails at bottom chord 5' Snow Criteria (Pg,Pf to PSF) Pg: NA CL NA CAT W PL 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 12'0"14 D O M 9'4" Dell/CSI Criteria PP Deflection in loc Udell U# VERT(LL): NA VERT(TL): NA HORZ(LL): -0.004 B HORZ(fL). 0 009 C Creep Factor: 2.0 Max TC CSI: 0.482 Max BC CSI: 0.306 Max Web CSI: 0 000 VIEW Ver: 17.02.02A.1213.21 Maximum Reactions (lbs), or •=PLF Loc R /U /Rw /Rh /RL /W A' 176 /71 /177 /- /56 /200 C 54 /25 /66 /- /• /1.5 B 172 /86 /108 /• /- /1.5 Wind reactions based on MWFRS A Min Big Width Req = - C Min Brg Width Req = - B Min Brg Width Req = - Bearing A is a rigid surface Bearing A requires a seat plate. Members not listed have forces less than 375# 04/18/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlin shippin installing and bracln9 Refer to and follow the latest edition of BCSI (BuildingtSafetyInformation, byy TPI an SBCA) f r safety ractices prior to performing these functions. Installers shall provide temporary r SCSI. Unless noted olherwise,top chord shall have propperlyy attached structural sheathing9 and bottom hord shall hav a pro2erlyStdceilingLocationsshownforermanentlateralrestraintbfwebsshallhavbrecinamslalledprBCIsections53, 7 or 810, ae. App Glat,,s to each face, opitruss and position as shown above and on tt a JoinfDetails, unless noted otherwise. Refer to60A -Z for standard plate positions I.ettoa,n ompon( g Gffiesnr shall no lure tobuild the rorhans Ippmp,mstallaU nand brawn of trussesA eal on this drawl g or covepa , ce qi sionar eThe suitablllty yuture Isespon,Litl oi the Building Desigrser pe ANSIlfPI 1 SEc.2. rot notes page and these web sites, ALPINE www atpmeitw.com; TPI: www ipinst org, SBCA: www sbcindustry com: ICC: www.iwab ALPINE w+wv 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333547 Py 1 SEON. 40156 / T67 / JACK I Cust. R R8975 JRef- 1 Wa789750075 VARIOUS ,9A6/9A7 ,198SE ,02A ,RBOC Oty: 4 FROM: ALS DrwNo: 107.18.1137.33811 Truss Label: CJ5 KD / OF 04/17/2018 Loading Criteria (psr) TCLL: 20.00 TCDL: 17.00 BCLL: 0.00 BCDL: 1000 Des Ld. 4700 NCBCLL: 10.00 Soffit 000 Load Duration: 1.25 Spacing. 24.0 " T 6" 6 f C 1, 411 4 4'11 "4 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 it GCpi 0.18 Wind Duration 1 60 Lumber Value Set: 138 (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N 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 (P9,P1 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 61h.ed 201 TPI Std. 2014 Rep Factors Used: Yes FT/RT 20(0)/10(0) Plate Type(s) WAVE I l Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL) NA VERT(TL): NA HORZ(LL) 0 004 D HORZ(TL)' 0 010 D Creep Factor: 2.0 Max TC CSI. 0 475 Max BC CSI. 0.298 Max Web CSI 0 000 VIEW Ver: 17.02.02A 1213 21 o :• SAT O 6NAcoI. r 12'0"8 9" M ih 9'4" Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 334 / 73 /273 / • /112 /8.0 D 96 /5 /72 /• /• /1.5 C 171 /85 /107 /- /- /15 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface Bearing B requires a seat plate Members not listed have forces less than 375# 04/18/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling, shipping installing,and bracing Refer to and follow the latest edition of BCSI (BuildingtSfetyInformation, br TPI an SBCA) for salety practices prior to performing these functions. Installers shall provide tempora B SI.. Unless noted oytherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a propenyl, I id ceilin Lovations shown forpermanent IalQral restraint bf webs shall haw bracing Inst@Iled psr BCI sections ¢3, 137 or 1310 e Apply Dlates to ach face, ofttruss and position as shown above and on the JoinfDetails, unless noted otherwise. Refer to 60A•Z for standard pefate positions. a division of rl NI 1, or for r acceptance any structure information failure to build the I or cover pae n. The suitability ALPINENE r(p?11rJlY 2400 Lake Orangee Dr. Suite 150 Orlando FL, 32837 Job Number: N333547 Ply: 1 SEON. 40157 / T58 /JACK Cust R R8975 JRef: 1 Wa789750075 VARIOUS .9A6I9A7 ,198SE .02A ,RB01 Oty. 6 FROM: ALS DrwNo 107.18.1137.33719 Truss Label: CJ3 I I I KD / DF 04/17/2018 T 6"6 C 4X4(B1) 1, 2'11'A 1 2'11 "4 Loading Criteria (psr) Wind Criteria TCLL: 2000 Wind Std: ASCE 7-10 TCDL: 1700 Speed: 150 mph BCLL 0.00 Enclosure: Part Enc BCDL* 10.00 Risk Category. II Des Ld: 4700 EXP. C Mean Height 15 00 it NCBCLL' 10.00 TCDL: 4.2 psi 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 0011 Loc. from endwall Any GCpi 0 55 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 "l 3B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0.131"x3 0", min. toe -nails at top chord Provide (2) 0 131"x3.0", min. toe -nails at bottom chord Snow Criteria (Pg,Pf in PSF) Pg: NA CL• NA CAT W PL 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 1 1 Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL): NA VERT(TL): NA HORZ(LL)' •0 001 C HORZ(fL). 0.001 C Creep Factor: 2.0 Max TC CSI 0.238 Max BC CSI: 0.096 Max Web CSI: 0.000 VIEW Ver, 17.02.02A.1213 21 4411 o. 708 1 S AT O ;(Q li98• r•.o rr• ONAI N6 04/18/2018 11'0"8 9) M lV 9-4" Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 242 /84 /233 /- /74 /80 D 55 /26 /66 /- /- /1.5 C 94 /50 /57 /- /- /15 Wind reactions based on MWFRS B Min Big Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fa ricatin h ndlm9 shippin in talIm and bracing. Refer to and follow the latest edition of BCSI (BuildingtSfetyInformation, by PI an 'S CA) q sa ety Riactices prior to performing these functions. Installers shall provide terhporarYBSI., Unless no otherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a properyyidceilinocatronsshownforermanentlateralrestraintyfwebsshallhavbracmainstalledprBCIs8ctons83, B7 or 610, e Apploy at7,,s to each face truss and positron as shown above and on tI a Join Details, un less noted otherwise. Refer to 50A•Z for slan ard plate positrons. a division of any TPI www his drawin any failure to build the on this dr wirfg or cover page te„desqc shown. The suitability ALPINE 4"riwo 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 I Job Number: N333547 Ply. 1 SEON. 40158 / T56 /JACK Cusl RR8975 JReI: 1Wa789750075 VARIOUS .9A6/9A7 ,198SE .02A .RBOC Qty: 6 FROM ALS DnvNo' 107 18.1137 33797 Truss Label: CJ1 KD / OF 04/17/2018 T i 12 6 A B T 10'0"8 ih q 9r4tr D 4X4(61) 11"4 11"4 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DellICSI Criteria Maximum Reactions (Ibs) TCLL 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL /W B 162 / 66 / 180 / - / 36 /80TCDL: 17.00 Speed: 150 mph PC NA Ce NA VERT(LL): NA BCLL: 000 Enclosure Part Enc. Lu: NA Cs* NA VERT L - NA D 12 /13 /20 / - / - /15 BCDL: 10.00 Risk Category- IIgry Snow Duration. NA HORZ(LL)' •0.000 C C •12 /26 /19 / • / • /15 Des Ld: 47 EXP C. 00 HORZ(7L): 0.001 C - - Wind reactions based on MWFRS Code I Misc CriteriaNCBCLL: 10 00 Mean Height, 15.00 ft TCDL 4 2 psf Creep Factor 2.0 B Min Bi Width Re 1 59q = Soffit' 0.00 BCDL. 5.0 list Code: FBC 6th.ed 201 Max 7C CSI: 0.170 D Min Br Width Reg q' Load Duration 1 25 MWFRS, Parallel Dist: 0 to h/2 TPI Std 2014 Max BC CSI 0 019 C Min Brg Width Req = - Bearing 8 is a rigid surface. Spacing 24.0 " S P 9 C8C Dist a: 3.00 ff Rep Factors Used Yes Max Web CSI: 0.000 Bearing B requires a seat plate. Loc. from endwall- Any FT/RT:20(0)/10(0) GCpi• 0 55 Plate Type(s) Members not listed have forces less than 375# Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02A.1213.21 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. SAT O ; S' to c CONAL EN 04/18/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRP IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLL tion a$ shown above and on shall not be responsible for a r I rl 1, or for nanokn ; acceptance of prole - any structure is the re: iral notes page and these web to THEINSTALLERS Of failure to buildthe The vesuitability ALPINE Hnwo.wry 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 F Job Number: N333547 Ply: 1 SEON. 40159 / T68 / HIP_ Cust. RR8975 JRef. 1Wa789750075 VARIOUS ,9A6/9A7 ,198SE ,02A ,RB01 Oty, 2 FROM. ALS DrwNo. 107 18 1137 33296 Truss Label: HJ7 KM / DF 04/17/2018 572 i 9110"1 572 47'15 9 13'0"7 N OO 9,4„ f -- VY 9'4"l 1 15-6 9'4"11 911 "1 Loading Criteria (psf) Wind Criteria Snow Criteria (P9,P1 in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 2000 Wind Std. ASCE 7-10 Pg: NA Ct NA CAT NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL /W TCDL 1700 Speed 150 mph Pf NA Ce. NA VERT(LL): 0.021 C 999 360 B 501 /169 / - /_ /_ /106 BCLL' 000 Enclosure. Closed Lu. NA Cs: NA VERT(TL) 0 081 C 999 240 E 424 /48 / - /0 /0 /1 5 BCDL: 10.00 Risk Category. II Snow Duration NA HORZ(LL)' 0.009 D - D 317 /159 / - /_ /_ /1.5 Des LcF 47 EXP: C 00 HORZ(TL). 0 011 D - - Wind reactions based on MWFRS Mean HeiHeight 15.00 K NCBCLL' 0.00 Mean ei psfTCDLBCDL. Code / Misc Criteria Creep Factor: 2 0 B Min Brg Width Req = 1 5 Soffit 000 5.0 psf Bldg Code FBC 61h.ed 201 Max TC CSI' 0.836 E Min Brg Width Req = - Load Duration 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std 2014 Max BC CSI 0 632 D Min Brg Width Req = - Bearing B is a rigid surface. Spacing: 24 0 " C&C Dist a 3 00 fl Rep Factors Used No Max Web CSI. 0.365 Bearing B requires seat plate. Loc. from endwall NA FT/RT'20(0)/10(0) GCpi 0.18 Plate Type(s): Members not listed have forces less than 375// Wind Duration 1 60 WAVE VIEW Ver 17 02 02A 1213.21 Maximum Top Chord Forces Per Ply (Ibs) Lumber Chords Tens.Comp. Value Set: 138 (Effective 6/1/2013) B • C 311 -714 Top chord 2x4 SP #2 N Bot chord 2x4 SP #1 3Webs2x4SPil3 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. Lumber value set "138" uses design values approved 1/30/2013 by ALSC B - F 656 -277 Loading Maximum Web Forces Per Ply (Ibs) Hipfack supports 6-11.8 setback jacks with no webs Webs Tens Comp Wind C - F 304 -722 Wind loads and reactions based on MWFRS Provide (3) 0.162"x3.5", min toe -nails at top chord Provide (3) 0 162"x3.5", min toenails at bottom chord. 1 pflurfutarrh/•yr aw H. PM 0.708 1 Z' W1. S/ON AL 04/18/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, h ndlinqq shi pin installing.and bracing Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, byv TPI an S CA) ibr safety ractices prior to performing these functions Installers shall provide temporarryy bracin er BCSI Unless noted olherwise,top chord shall have proper)vy attached structural sheathing and bottomr fhord shall have a properly attach rlagld c%in Locations shown for Dermanent lateral restraint bf webs shall have braacinga installed p r BC I sections $3, 87 or 810, as a .pllcaGle Appy plates to each face of truss and position as shown above and on the Joint Details, un ess notetl otherwise Refer to drawings 16OA-Z for standard plate positions. ALPINEll1"fI A 1 C Alping, a division of ITW BulldlnlCCompongnIs Grou InC. shall not be responslgle for any deviation from this drawing an r (allure to build the /`1 `i lmrrwotrussInconformancewithANSIITPI1, or or handl) q shipping, InstallaUdn ano bracing of,lrussesA Seal on this drawl g or cover page.. 2400 Lake Orange DrlistingthisdrawtnindicatesacceptanceofroessfonaenineenngresponsrbllltNrsoleNNforthedesinshown. The sui ability 9 and ise of this awing for any structure is the responsibility of the Building DesigrSer pel`ANSIITPI 1 S$c.2. Suite 150 For more mformabon see this ob's eneral notes a e and (nese web sites ALPINE www al me Nv tom, TPI www t insf.or , SBCA www sbrandust wm, ICC. www ccsafe org Orlando FL, 32837 Job Number: N333547 Ply: 1 SEON: 40160 / T5 / HIP_ Cust: R R8975 JRef: 1 Wa789750075 VARIOUS ,9A6/9A7 .198SE ,02A ,RB01 Oly 1 FROKALS DrwNo. 107.18 1137 33235 Truss Label: HJ5 KM / DF 04/17/2018 6"6 i C 1,5" 4X4(B1) Loading Criteria (psf) Wind Criteria TCLL 20.00 Wind Std ASCE 7-10 TCDL' 1700 Speed: 150 mph BCLL. 000 Enclosure- Part Enc. BCDL 10.00 Risk Category* If Des Ld. 47 00 EXP C NCBCLL: 0.00 Mean Height 15 00 H TCDL: 4.2 psi Soffit 000 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist. 0 to h/2 Spacing: 24 0 " C&C Dist a: 3 00 ft Loc. from endwall. NA GCpi 0 55 Wind Duration: 1.60 Lumber Value Set. 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #2 N Lumber value set "138" uses design values approved 1/30/2013 by ALSC Loading Hiplack supports 4.11-8 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 (2) 0.131"x3.0", min. toe -nails at bottom chord. 7'0"2 7'0"2 Snow Criteria (Pg,P1 in PSF) Defl/CSI Criteria Pg: NA Cf. NA CAT NA PP Deflection in loc Udefl L/# Pf: NA Ce- NA VERT(LL): NA Lu: NA Cs. NA VERT(TL). NA Snow Duration. NA HORZ(LL). 0 007 D HORZ(TL) 0.016 D Code / Misc Criteria Creep Factor 2 0 Bldg Code- FBC 61h ed 201 Max TC CSI 0.711 TPI Std, 2014 Max BC CSI: 0 361 Rep Factors Used, No Max Web CSI, 0 000 FT/RT:20(0)/10(0) Plate Type(s): WAVE VIEW Ver: 17 02.02A.1213,21 WARNING" READ AND FOLLOW AL IMPORTANT'* FURNISH THIS DRAWING TO ALL tion as E shall not web H iPGE •-S k C' 0.708 1 • 01 at SAT O • Q COA 40 A 04/18/2018 12'0"10 N O M M f") 9'4" Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 315 /186 /• /- /- /10.6 D 83 /• /28 /- /- /1.5 C 275 /191 /- /- /- /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# ZING THE INSTALLERS to and follow the latest edition of BCSI (Building se functions. Installers shall provide temporary leathinap and bottom hord shall have a pro2erly Cing installed p r BC`I sections B3, B7 or 610, In Details, unless noted otherwise Refer to from this drawingq an failure to build the Seal on this dr3wiXg or cover page ANSthe cle 'gc sho; n. The suitability2. ALPINE MRWC 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333547 I Ply: 1 I SEON. 40168 / T52 / EJAC Cusl. R R8975 JRef: 1 Wa789750075 VARIOUS .9A6/9A7 ,198SE ,02A ,RB01 ply. 2 FROM: ALS DrwNo. 107 18.1137 33703 Truss Label: EJ7L I KM / DF 04/17/2018 C 12 _ 11'8"4 4 p u N B fV 5 q 9r4r, D 1 7' 7' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,PI in PSF) TCLL- 2000 Wind Std' ASCE 7.10 Pg. NA Ct: NA CAT W TCDL 1700 Speed. 150 mph Pf: NA Ce NA BCLL- 0.00 Enclosure: Part. Enc Lu NA Cs NA BCDL. 1000 Risk Category: II Snow Duration. NA Des Ld: 47.00 EXP C Code / Misc CriteriaNCBCLL: 1000 Mean Height: 15 00 It TCDL: 4.2 psf Soffit 0.00 BCDL: 5.0 psf Bldg Code: FBC 6th.ed 201 Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std 2014 Spacing 24 0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Loc. from endwall• not in 4.50 ft FT/RT:20(0)/10(0) GCpi: 0.55 Plate Type(s): Wind Duration 1.60 WAVE Lumber Value Set, 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot Chord 2x4 SP #2 N Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design Additional Notes Provide (3) 0 131"x3.0", min toe -nails at top chord. Provide (2) 0.131"x3 0", min. toe -nails at bottom chord. Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL): NA VERT(TL): NA HORZ(LL). -0.018 D HORZ(TL) 0 041 D Creep Factor. 2.0 Max TC CSI. 0 898 Max BC CSI: 0.585 Max Web CSI 0 000 VIEW Ver: 17 02 02A.1213.21 v-- -••rqi o. 708 1 it i ,ate SAT O ee •. 0AL COA #0 "11110111111 S0,,n" 04/18/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 426 /179 /393 / - /101 /8.0 D 134 /67 /157 /- /• /15 C 228 /106 /141 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Big Width Req = - C Min Big 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 DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care In fabricatingg, handling9 shi pin , Installing and bracing. Refer to and follow the latest edition of SCSI (BuildingComponentSafetyInformation, by TPI and SBCA) handling, safPety ractices prior to performing these functions. Installers shall provide temporary bracing erOBCSI., Unless noted olhervvise,top chord shall have property attached structural sheathing and bottom Chord shall have a proper attachgtl nlflid Sihn Locations shown for ermanent lateral restraint 8f wsbs shall have brecina Installed p r SCI sections B3, B7 or B10Y as app Ica a Apully plates to each face_ ofptruss and position as shown above and on the JolnfDetails, un ess notetl otherwise. Refer to ALPINEdrawings160A11rstandardplatepositions. Alpine, a division of ITW B IIdd1ng CCompon nts Groun Inc shall not be responsible for any deviation from this drawin an failure to build the Mimi), truss In conformance with I N511}PI 1, or or handllrfp, shipping, InslpIlatlOn and bracing oi,lrussesA eal on this dr winq or cover page , , 2aoo Lake Orange Dr. listingthis drawing, indicates acceptance of pro essiona en Ineenng res onslbillty solelIyv or the desi n shown. The suitability 9 and se of this 19rawing for any structure is the responsibilit of the Building Designer per'ANSIlfPI 1 S$c.2. Suite 150 For more information see thisjob's general notes page and these web sites ALPINE www al ineaw.com, TPI www t cost orp: SBCA, www sbcindust com; ICC, www Ccsale org Orlando FL, 32837 Job Number: N333547 Ply- 1 SEON• 40169 / T77 /JACK Cust, RR8975 JRef: 1Wa789750075 VARIOUS ,9A6/9A7 ,198SE ,02A .RB01 Qty: 4 FROM. ALS DrwNo' 107 18 1137.33813 Truss Label: CJ5L I KD / DF 04/17/2018 12 C 4 T 11'0"3 B iv 5 A 9,4„ D Loading Criteria (psq TCLL 20.00 TCDL 17.00 BCLL: 0.00 BCDL. 1000 Des Ld: 47 00 NCBCLL: 10.00 Soffit. 0.00 Load Duration: 1.25 Spacing: 24.0 " 2X4(A1) Wind Criteria Wind Std. ASCE 7-10 Speed: 150 mph Enclosure: Part Enc. Risk Category: II EXP' C Mean Height: 15 00 it TCDL. 4.2 psf BCDL' 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a• 3.00 ft Loc. from endwall not in 4.50 It GCpi: 0 55 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. 4'11'A 4'11 "4 Snow Criteria ft,Pf 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(TL)' NA Snow Duration: NA HORZ(LL). •0.006 D HORZ(TL) 0.013 D Code / Misc Criteria Creep Factor: 2.0 Bldg Code FBC 6th.ed 201 Max TC CSI: 0.391 TPI Std. 2014 Max BC CSI: 0 278 Rep Factors Used. Yes Max Web CSI: 0 000 FT/RT:20(0)/10(0) Plate Type(s): WAVE VIEW Ver: 17.02.02A.1213 21 i o. SAT O COA flo NNBrA wtw`",• 04/18/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING' any uon as snown aoove ano on shall not be responsible for a TPI Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 330 /136 1305 / • /75 /8.0 D 93 /46 /107 /- /• /1.5 C 156 /72 /96 /• /- /15 Wind reactions based on MWFRS B Min Brg Width Req = 1 5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# INSTALLERS ow the latest edition of BCSI (Building 1s Installers shall provide temporarryy nd bottomr hord shall have a properly led p r BG I sections $3, 137 or 810, i, unless notes otherwise. Refer to failure to build the 1 orover pa e , n. he suitability ALNE w+mvcoAvwrr 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number. N333547 I Py. 1 I SEON' 40170 / T76 / JACK I Cust' R R8975 JRef' 1 Wa789750075 VARIOUS ,9A6/9A7 .198SE .02A .RB01 Oly' 4 FROM, ALS DrvNo: 107 18.1137.33733 Truss Label: CJ3L KD / DF 04/17/2018 Loading Criteria (psf) TCLL' 20.00 TCDL 17.00 BCLL: 000 BCDL' 1000 Des Ld 47.00 NCBCLL: 10.00 Soffit 000 Load Duration: 1.25 Spacing. 24 0 " 12 4 C 2X4(A1) 1, 2'11'4 is} 2'11 "4 Wind Criteria Wind Std ASCE 7.10 Speed: 150 mph Enclosure Part Enc. Risk Category: II EXP: C Mean Height: 15.00 ft TCDL 4 2 psf BCDL: 5.0 psf MWFRS Parallel Dist 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall' Any GCpr 0.55 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 Snow Criteria (Pg,Pf in PSF) Pg' NA Ct, NA CAT: N1 Pi. 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 ih 11 Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL) NA VERT(TL). NA HORZ(LL): 0.001 D HORZ(TL)' 0.002 D Creep Factor 2 0 Max TC CSI: 0.185 Max BC CSI: 0.091 Max Web CSI: 0.000 VIEW Ver: 17 02.02A.1213.21 H - G Sir •. o. 708 1 N11 V acs •...,,...• G S/ONAL EN ,• CoA #OAq e/w1w+ 04/182018 10'4"3 ti ti r- 9,4" Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL /W B 242 /96 /225 /- /50 /80 D 51 /26 /60 /• /- /1.5 C 82 /39 /49 /• /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 9quire extreme care in fabricating h ndlingg shiuein installing and bracing.. Refer to and follow the latest edition of BCSI (Building4SafetyInformation, byv TPI an a S CA) fbr sagely ractices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted olherwise,top chord shall have proper)yy attached structural sheathing and bottomr hord shall have a propperly s id ceilin ovations shown for ermanent lateral restraint bf webs shall haw bracing installed p r BG I secoons B3, B7 or B10, e. App y Pgates to ach face, otptruss and position as shown above and on iI a JoinfDetails. unless noted otherwise. Refer to 60A -Z for standard pefale positions. failure to build the n r The suligbility and ALPINE mrr wCOMryf/ 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333547 Ply: 1 SEON' 40171 / T48 / JACK Cust, R R8975 JReI, 1 Wa789750075 VARIOUS ,9A6/9A7 ,198SE ,02A ,RB01 Oly' 4 FROM ALS DrwNo' 107.18.1137.33720 Truss Label: CJ1L KD / DF 04/17/2018 12 4 C B T 9'8"3 315 A 9i4ri D 2X4(A1) 11914 1, 11'A Loading Criteria (psr) Wind Criteria Snow Criteria (Pg,Pr in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 20.00 Wind Std ASCE 7.10 Pg' NA CI NA CAT: NA PP Deflection in loc Udell U# Loc R /U / Rw / Rh / RL /W TCDL: 17.00 Speed' 150 mph Pf NA Ce: NA VERT(LL): NA B / 95 / 182 / - / 25 /80 BCLL: 0 00 Enclosure Part Enc. Lu. NA Cs' NA VERT(fL). NA 7D7 /16 /21 / • / - /15 BCDL: 10.00 Risk Category- II Snow Duration. NA HORZ(LL)' 0.000 D C -21 /33 /26 / - / - /1.5 Des Ld: 47.00 EXP. C HORZ(TL). 0 000 C Wind reactions based on MWFRS Code / Misc CriteriaNCBCLL: 10.00 Mean Height: 15.00 R TCDL. 4.2 psf Creep Factor: 2.0 B Min Brg Width Req = 1.5 Soffit: 000 BCDL' 5.0 psf Bldg Code' FBC 6th.ed 201 Max TC CSI: 0 160 D Min Br g Width Req _ ' Load Duration: 1.25 MWFRS Parallel Dist. 0 to h/2 TPI Std: 2014 Max BC CSI, 0.021 C Min Big Width Req = - Spacing: 24.0 " C&C Dist a' 3.00 It Rep Factors Used: Yes Max Web CSI. 0.000 Bearing B is a rigid surface. Bearing B requires a seat plate. Loc from endwall Any FT/RT:20(0)/10(0) GCpi 0.55 Plate Type(s): Members not listed have forces less than 375# Wind Duration. 1.60 WAVE VIEW Ver. 17 02 02A.1213.21 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 r H rr, 10.7,08 1 / tt 's a: a ht ; coA a0'4 r' 0 spot, `"• 04/18/2018 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 ndIin shipping installing.and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSfetyInformation, by TPI anS CA) f r safety practices prior to performing these functions Installers shall provide terhporarybracinDerBSI. Unless noted o herwise,top chord shall have property attached structural sheathing and bottom 4hord shall havea properly attach C rigid ceilln Locabons shown for ermaneni lateral restraint bf webs shall have br88cin installed per BC51 sections ¢3, 7 or 810 as applicalSle. Apply Cates to each face. ofptruss and position as shown above and on the Joini9Details, unless noted otherwise Refer to ALPINEdrawings16 -Z for standard plate positions Alpine, a division of ITW BUtrIIdd11nQQCCompon ntS Group InC. shall not be responsible for any deviation from this drawin any failure to build the m ffwtrussincgnformancewithANSI/TPI 1, or or handling shipping, Insiallatlon and bracing pf trussesA seal on this dr wing o Cover pagge , , 2400 ranLakeOrange Dr. listing this drawingg indicates acceptance of proTessionar en meering responsibilittyy soleiYY for the desi n shown. The suifabillty 9 and use of this drawing for any structure Is the responsibility of the Building Desiglter perANSlffPl 1 S c.2. Suite 150 For more inlormabon see this ob's eneral notes a and these web saes ALPINE www.al ineitw com; TPI. www t mst or , SBCA www sbcind st .wm; ICC www iccsare.w Ovando L. 32837 Job Number: N333547 I Py. 1 I SEON. 40172 / T74 / HIP_ Cust. R R8975 JReI. 1 Wa789750075 VARIOUS ,9A6/9A7 .198SE ,02A ,RB01 Oty. 2 FROM: ALS DrwNo: 107.18 1137.33562 Truss Label: HJ7L KM / WHK 04/17/2018 5'5"15 9110"1 55,15 4-4-1 D 283 p 1183 2X4 N N B fV 31s A 9'4" FE _ 2X4(A1) = J^I) f-- 1'S" 9,1"10 8"7 9111,10 911011 Loading Criteria (psr) Wind Criteria TCLL 20.00 Wind Sid: ASCE 7-10 TCDL 17.00 Speed. 150 mph BCLL- 000 Enclosure Part Enc BCDL: 1000 Risk Category: II EXP: C Des Ld47.00 Mean Height: 15.00 It NCBCLL. 0.00 TCDL: 4.2 psf Soffit, 0.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: NA GCpr 0.55 VIEW Ver 17.02 02A.1213.21WindDuration: 160 Lumber Value Set, 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Loading Hipjack supports 6-11-8 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS Provide (3) 0.162"x3 5", min toe -nails at top chord. Provide (3) 0.162"x3.5", min toe -nails at bottom chord Snow Criteria (P9.P1 in PSF) Defl/CSI Criteria Pg: NA Ct NA CAT, NA PP Deflection in loc Udefl U# Pf• NA Ce NA VERT(LL): 0.041 C 999 360 Lu. NA Cs: NA VERT(TL). 0.152 C 999 240 Snow Duration. NA HORZ(LL): 0.007 F - HORZ(TL) 0.017 F Code / Misc Criteria Creep Factor: 2.0 Bldg Code. FBC 6th ed 201 Max TC CSI: 0.720 TPI Std 2014 Max BC CSI, 0 740 Rep Factors Used. No Max Web CSI: 0.402 FT/RT:20(0)/10(0) Plate Type(s): WAVE VIEW Ver 17.02 02A.1213.21 4 H, y.,. 0.708 1 p t SAT O •: r • D • Ic • G`,, Pf COA #0 /ONAL rNrr 04/18/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING 1 as snown above and on not be responsible for a any Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W G 495 /276 /• /- /- /106 E 439 / 126 / - /0 /0 /1.5 D 283 / 222 / • /_ /_ /15 Wind reactions based on MWFRS G Min Big Width Req = 1.5 E Min Big Width Req = - D Min Brg Width Req = - Bearing G is a rigid surface. Bearing G requires a seat plate Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp B -C 653 -1012 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp B - F 979 -619 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. C - F 652 -1032 INSTALLERS Dw the latest edition of BCSI (Building 1s. Installers shall provide temporary nd bottom ghord $hall have a properly led p r SCSI sections B3, 87 or 810, unless notes otherwise. Refer to his drawm an failure to build the on this dr wiXg or cover page ie design shown. The suitability AL NE MMC 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333547I Ply 1 SEON: 54584 / T6 / EJAC Cust: RR8975 JRef. 1Wa789750075 VARIOUS .9A6/9A7 ,198SE ,02A .RB01 Oty: 12 FROM ALS DrwNo. 107.18.1137 35280 Truss Label: EJ7A KM / DF 04/17/2018 6,11"B 6'11"8 Loading Criteria (pst) Wind Criteria Snow Criteria (129.121 in PSF) TCLL: 20.00 Wind Std: ASCE 7-10 Pg. NA Ct NA CAT: W TCDL' 17.00 Speed: 150 mph Pf: NA Ce NA BCLL 0.00 Enclosure. Closed Lu. NA Cs NA BCDL. 1000 Risk Category. II Snow Duration. NA Des Ld'4700 EXP C Code / Misc CriteriaNCBCLL10.00 Mean Height: 22 56 It TCDL 4 2 psf Soffit: 0.00 BCDL. 5 0 psf Bldg Code FBC 6th ed 201 Load Duration 1.25 MWFRS Parallel Dist. 0 to h/2 TPI Std' 2014 Spacing: 24.0 " CBC Dist a 3.00 ft Rep Factors Used, Yes Loc from endwall: not in 4 50 ft FT/RT 20(0)/10(0) GCpi• 0.18 Plate Type(s): Wind Duration: 1.60 WAVE Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x6 SP #2 N Lt Slider 2x6 SP #2 N: BLOCK LENGTH = 2.000' Lumber value set "1315" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional CBC 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. Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL): NA VERT(TL)' NA HORZ(LL). -0 105 C HORZ(TL)' 0.173 C Creep Factor 2 0 Max TC CSI' 0.721 Max BC CSI. 0298 Max Web CSI: 0.131 VIEW Ver. 17.02.01A 1115.21 lr 1-1 r i;.GE Sic ,• C -. o.7.08 1 ot• SAT O Xi2, F '•••........••• G,, CoA #o° s`s 0N L. M1 04/18/2018 24'3"4 ro 0 20'0"12 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W F 428 / 132 /341 / - /202 /3.5 E 148 /23 /116 /- /• /1.5 D 240 /174 /142 / - / - /1.5 Wind reactions based on MWFRS F Min Big Width Req = 1.5 E Min Brg Width Req = - D Min Brg Width Req = _ Bearing F is a rigid surface Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 416 -642 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fab(icating, handling ship installing and bracin Refer to and follow the latest edition of BCSI (Building1SafetyInformation, byY l PI an00 SBCA) rbi saffety ractices prior to performing these functions. Installers shall provide temporary r BCSI., Unless noted otherwise,top chord shall have property attache structural sheathing and bottom hord shall hav a propeir s id ceilin Locations shown for ermanent lateral restraint f webs shall have bracing installed p r BCS I secoons 153, 7 or B10y e. Applgy plates to each face. o truss and position as shown above and on the JoinfDetails, unless noted otherwise. Refer to 60A -Z for standard plate positions shall I r1 1, or tor n< acceptance c any sructure i Fal notes page and failure to buildthe The suitability ALPINE nm'caw.wv 2400 Lake Orange Dr Suite 150 Ovando FL, 32837 Job Number. N333547 Ply. 1 SEON 54586 / T8 / EJAC Cust: R R8975 JRef• 1 Wa789750075 VARIOUS .9A6/9A7 ,198SE ,02A .RB01 Oly 8 FROWALS DrwNo• 107.18.1137.35279 Truss Label: EJ3A KM / OF 04/17/2018 FBI 1'0"8 } 2'11 "8 2'11 "8 Loading Criteria (psr) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 1700 Speed 150 mph BCLL: 0.00 Enclosure' Closed BCDL: 10.00 Risk Category- II Des Ld 4700 EXP C Code / Misc Criteria Mean Height: 21.56 it NCBCLL' 10.00 TCDL: 4.2 psf Soffit: 000 BCDL 5 0 list 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 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bol chord 2x6 SP #2 N Lt Slider 2x6 SP #2 N. BLOCK LENGTH = 2.000' 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. 22'3"4 io V 20'0"12 Snow Criteria (Pg.PI in PSF) Defl/CSI Criteria Pg: NA Cf. NA CAT. NA PP Deflection in toe Udell U# Pf: NA Ce: NA VERT(LL): NA Lu' NA Cs. NA VERT(TL). NA Snow Duration: NA HORZ(LL): -0.009 C HORZ(fL): 0.012 C Code / Misc Criteria Creep Factor. 2 0 Bldg Code FBC 6th ed 201 Max TC CSI 0 352 TPI Std: 2014 Max BC CSI: 0.048 Rep Factors Used: Yes Max Web CSI. 0.010 FT/RT:20(0)/10(0) Plate Type(s). WAVE VIEW Ver: 17.02 01A.1115 21 i;.•,cE sF ,Q, ; 0.708 1 a't• S T O wL`` ., •• t, L I v r cOA akoo S NALnnr 04/18/2018 Maximum Reactions (Ibs) Lot R /U /Rw /Rh /RL /W F 241 /74 /203 /- /97 /35 E 60 /6 /46 /• /- /15 D 97 /76 /55 /- /- /1.5 Wind reactions based on MWFRS F Min Brg Width Req = 1.5 E Min Brg Width Req = - D Min Brg Width Req = - Bearing F is a rigid surface Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling shrppin installing and bracin Refer to and follow the latest edition of BCSI (BuildingiSafetyInformation, by PI an SBCA) fa} safety ractices prior to performing these functions Installers shall provide temporary r BCSI. Unless noted o herwise,top chord shall have properly attached structural shgathingg and bottomr hord shall have a properly aid ceilin Locations shown for ermanent lateral restraint bf webs shall hav braGnq inslelled p r BC I sections 133, B7 or 910, sle._ A .plgy plates to each face otptruss and positron as shown above and on tI a ointgDetails, un(ess noted otherwise. Refer to a division of any for any deviation from this drpwino au failure to build theacingq ,lrussesA Seal on this dr33wi gg or cover pagge , ionsrblhty solely for the desmon shovIn. The suifabihty ALPINE N mvcowiun 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 Job Number: N333547 Py. 1 SEON: 54588 / T18 /JACK Cust• RR8975 JRef 1Wa789750075 VARIOUS .9A6/9A7 ,198SE ,02A ,RBOC Oly: 6 FROM: ALS OrwNo: 107.18 1137 35450 Truss Label: CJ5A KM / DF 04/17/2018 T 0 1 C 1,0"8 1 41012 4'10"12 Loading Criteria (psf) Wind Criteria TCLL 20.00 Wind Std: ASCE 7-10 TCDL 17.00 Speed- 150 mph BCLL* 0.00 Enclosure, Closed BCDL. 1000 Risk Category: II Des d:: Des Ld: 4700O EXP C Code / Misc Criteria Mean Height: 22.05 ft 10 00 TCDL: 4.2 list 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 Plate Type(s): Loc. from endwall not in 4.50 it WAVE GCpi• 0 18 Wind Duration 1 60 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x6 SP #2 N Lt Slider 2x6 SP #2 N: BLOCK LENGTH = 2.000' Lumber value set "i 3B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design Additional Notes Provide (2) 0 131"x3.0", min. toe -nails at top chord. Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. a 23'2"14 o in 20'0"12 Snow Criteria (Pg,Pf in PSF) Dell/CSI Criteria Pg, NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Pf. NA Ce NA VERT(LL): NA Lu. NA Cs' NA VERT(TL)- NA Snow Duration: NA HORZ(LL): -0 045 C HORZ(fL): 0.071 C Code / Misc Criteria Creep Factor: 2.0 Bldg Code, FBC 6th.ed 201 Max TC CSI: 0.489 TPI Std: 2014 Max BC CSI 0 137 Rep Factors Used: Yes Max Web CSI. 0.056 FT/RT:20(0)/10(0) Plate Type(s): WAVE VIEW Ver: 17.02.01A.1115 21 3 ' GE SF o. 7.08 1 s S T O 1O 0 SIONAL EN •r`' r COA #0°lrl$1wrltgnw l/t` 04/18/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING' any as snown aoove ano on TPI www Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W F 330 /101 /268 /• /147 /35 E 103 /15 /81 /- /- /15 D 167 /122 /98 /- /• /1.5 Wind reactions based on MWFRS F Min Brg Width Req = 1.5 E Min Brg Width Req = - D Min Brg Width Req = - Bearing F is a rigid surface Members not listed have forces less than 3759 INSTALLERS ow the latest edition of BCSI (Budding 1s. Installers shall provide temporary nd bottom 44hord shall hav€ a properly led p?r BCSI gctions B3, B7 or 810, un ess note otherwise. Refer to his drawing an failure to build the on this dr3wiXq or cover page . . e„des ip shown. The suilabilfty ALPINENE m rrwrDMMN 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333547 Ply 1 SEON 54590 / T16 / JACK Cust RR8975 JRef 1Wa789750075 VARIOUS ,9A6/9A7 ,198SE ,02A ,RB01 Oty 6 FROM, ALS DrwNo 107.18.1137 35402 Truss Label: CJ3A KM / DF 04/17/2018 Loading Criteria (psr) 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" Wind Criteria Wind Std. ASCE 7-10 Speed 150 mph Enclosure. Closed Risk Category: II EXP. C Mean Height: 21.55 it TCDL 4 2 psf BCDL 5 0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a. 3.00 it Loc. from endwall. Any GCpi 0 18 Wind Duration 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 20 SP #2 N Bot chord 2x6 SP #2 N Lt Slider 2x6 SP #2 N. BLOCK LENGTH = 2 000' Lumber value set "'I 3B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0 131"x3.0", min toe -nails at top chord Provide (2) 0 131"x3.0", min. toe -nails at bottom chord. 2'10"l 2 2'10"12 Snow Criteria (Pg,Pf in PSF) Pg: NA Cl NA CAT: N/ Pf NA Ce: NA Lu: NA Cs: NA Snow Duration NA Code / Misc Criteria Bldg Code FBC 61h.ed 201 TPI Std' 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s). WAVE WARNING" READ AND FOLLOW ALL IMPORTANT— FURNISH THIS DRAWING TO ALL C Trusses require extreme care in fabricating, handling shi ping inst. Component Safety Information, byv TPI an SBCA) fb safpery raCtici bracin per SCSI. Unless noted olherwise,top chord shall have propattach)Id n ggid ceili Locations shown for permanent lateral restrai as app Ica01e. Appy Plates to each face oftruss and position as sf drawings 160A -Z for standard plate positions. Alpine, a division of ITW Buildina-Components Group Inc shall not 1 any these web saes 22'2"14 0 i0 N 20'0"12 Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL) NA VERT(TL). NA HORZ(LL)- -0.008 C HORZ(TL). 0.011 C Creep Factor, 2.0 Max TC CSP 0.337 Max BC CSI 0045 Max Web CSI* 0.008 VIEW Ver. 17.02.01A 1115 21 t, *`SiS jGE SF tpC o. 708 1 S T O 00w c ' 1 cOAao' Sabi ss ONASa., r,rnr 04/18/2018 to THEINSTALLERS Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W F 238 / 73 /201 / - /96 /3.5 E 59 /5 /45 /- /- /15 D 94 /75 /53 /- /- /15 Wind reactions based on MWFRS F Min Brg Width Req = 1 5 E Min Brg Width Req = - D Min Brg Width Req = - Beanng F is a rigid surface Members not listed have forces less than 375# of from this drpwin an failure to build the t seal on tht drawiX9 or cover pa e , . i for the des t n shown. The sus Qability ANSI/rPI 1 Sec.2. ALPINENE mmvcOwiNr 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: N333547 Ply. 1 SEON: 54510 / T17 /JACK Cust: R R8975 JRel: 1 Wa789750075 VARIOUS ,9A6/9A7 ,198SE ,02A ,RB01 Oly. 10 FROM. ALS DrwNo, 107 18.1137.35451 Truss Label: CJ1A KM / DF 04/17/2018 12 6 F7 - C 1112X4 21'2"14 TAE B T o I v O N r r 20'0"12 D 10"12 1'0"81v 10"12 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (lbs) TCLL. 20.00 Wind Std ASCE 7-10 Pg: NA CINA CAT: NA PP Deflection in loc Udell U# Loc R /U / Rw / Rh / RL 1W TCDL 17.00 Speed 150 mph Pf NA Ce NA VERT(LL)• •0.000 B 999 360 E 172 /101 /183 / - / - /3.5 BCLL: 0.00 Enclosure Closed Lu. NA Cs- NA VERT(TL). 0.000 B 999 240 D 18 / • /13 / - / • /1.5 BCDL 10.00 Risk CategoryII Snow Duration. NA HORZ(LL)- -0 000 B - C -12 /45 /42 / - /46 /15 Des Ld: 47.00 EXP: CMeanHORZ(TL): 0.000 B - Wind reactions based on MWFRS Code / Misc CriteriaNCBCLL: 1000 Height: 21.05 ft TCDL: 4 psf242 Creep Factor 2.0 E Min Big Width Req = 1 5 Soft 0.00 TCDL: psf Bldg Code: FBC 61h.ed 201 Max TC CSI 0.202 D Min Big Width Req = - Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std. 2014 Max BC CSI: 0.008 C Min Brg Width Req = - Bearing E is a rigid surface. Spacin 24 0 " 9• C8C Dist a• 3.00 ft Re Factors Used: YesP Max Web CSI 0.133 Loc. from endwall• Any FT/RT 20(0)/10(0) Members not listed have forces less than 375# GCpi 0.18 Plate Type(s) Maximum Web Forces Per Ply (lbs) Wind Duration- 160 WAVE VIEW Ver: 17.02.01A.1115.21 Webs Tens Comp 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 "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0 131"x3.0", min. toe -nails at top chord Provide (2) 0.131"0.0", min toe -nails at bottom chord. WARNING" READ IMPORTANT" FURNISH THIS [ of 1 rl 1, or for n acceptance any sructure B - E 446 -169 M H. y4 N%.•GESit;' t No. 7.08 1 • ;% r ot S T O COA ao° sesS ONaI. 04/18/2018 ALL CONTRACTORS INCLUDING THE INSTALLERS installing_and bracing.Refer to and follow the latest edition of BCSI (BuildingracticespnortoperformingthesefunctionsInstallersshallprovidetemporary e property attache structural sheathing and bottom hord shall have a properlyrestraintfwebssallhavbreeungginstalledprBCSoIsections133, 137 or 870 as shown above and on lite Join`Details, unless noted otherwise. Refer to' dl not be responsible for any deviation from this drawing any failure to build the Iqq, Installatldn and bracing of trussesA seal on this dr w! or cover page 1f engineering responsibility soleforfor the design shown. The suitabilityJbilityoftheBuildingDesigXrpeANSI/TPI 1 S6c.2. ALPINE: www aipinedw com; TPI www Ipmst org: SBCA www sbandustry.com; ICC' www icesaf ALPINE m rrwcOrMvn 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333547 Py. 1 SEON• 54528 / T39 / HIP_ I Cust. R R8975 JRel 1 Wa789750075 VARIOUS ,9A6/9A7 ,198SE ,02A ,RB01 Oly 3 FROM. ALS DrwNo' 107.18.1137 35216 Truss Label- HJ7A I I KM / DF 04/17/2018 tI 4'117 9'9"5 4'1117 4'9"15 24'2"12 12 424 p 004X4 C N_ InV jo 4X4 B 4 Li 20'0"12 113X6 " A 2X4 1112X4 =4X4 E 6 3'5"5 44"3 7"7 1.511 146 T 4'9"11 + 9'1"14 919,15 Loading Criteria (psi) Wind Criteria TCLL: 20.00 Wind Std ASCE 7-10 TCDL 17.00 Speed: 150 mph BCLL, 000 Enclosure Closed BCDL 10.00 Risk Category, II Des Ld 47.00 EXP: C Mean Height: 22.55 It NCBCLL: 0 00 TCDL, 4.2 psf Soffit' 0.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing 24 0 " C&C Dist a. 3.00 ft Loc. from endwall: NA GCpi. 0.18 Wind Duration: 1.60 Lumber Value Set. 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Loading Hipjack supports 6-11.0 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Additional Notes Provide hanger or special connection at top chord. Provide hanger or special connection at bottom chord 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 TPI Std 2014 Rep Factors Used No FT/RT:20(0)/10(0) Plate Type(s): WAVE Dell/CSI Criteria PP Deflection in loc Udell U# VERT(LL) 0.044 G 999 360 VERT(TL): 0168 G 999 240 HORZ(LL)' -0.019 D - - HORZ(TL): 0.046 D Creep Factor, 2.0 Max TC CSI, 0.939 Max BC CSI: 0933 Max Web CSI: 0.359 VIEW Ver 17 02 01A.1115.21 04/18/2018 Maximum Reactions (lbs) Loc R /U /Rw /Rh /RL /W 1 496 /243 /• /- /- /4.2 E 403 /90 /• /- /• /1.5 D 333 /216 /• /- /- /1.5 Wind reactions based on MWFRS I Min Brg Width Req = 1 5 E Min Brg Width Req = - D Min Brg Width Req = - Beanng I is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens Comp. B - C 266 -651 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp Chords Tens Comp. H - G 594 -241 G - F 592 -245 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. B-1 329 -689 C - F 280 - 677 B - H 652 -273 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling9 shiupin installing and bracing.. Refer to and follow the latest edition of BCSI (BuildingtSafetyInformation, by TPI an SBCA) roe safety ractices prior to performing these functions Installers shall provide temporaryrSCSI. Unless noted olhenvise,top chord shall have properly attached structural sheathing and bottom Nord shall have a properlyaidceilinLocationsshownforermanentlateralrestrainti5fwebsshallhambracininstalledprBCIsections83, 87 or 970HeAP y GGlat s to each face oftruss and position as shown above and on tette JoinPDetails, unless notetl otherwise. Refer to' 60A•Z Igr slan ard plate positions. I ri 1, or for r acceptance any structure failure to build the I or cover pa e n. The suil"ability ALPINENE w mvaow.>rr 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 C Job Number: N333547 Py 1 SEON• 54593 / T2 / HIP_ Cust. RR8975 JRef, 1Wa789750075 VARIOUS .9A6/9A7 ,198SE ,02A ,RB01 Ory 2 FROM. ALS DrwNo: 107 18.1137.35247 Truss Label: HJ3A KM / DF 04/17/2018 Loading Criteria (pst) TCLL 20.00 TCDL 1700 BCLL- 0.00 BCDL. 1000 Des LcF 47.00 NCBCLL. 0.00 Soffit 0.00 Load Duration 1 25 Spacing: 24.0 " Io D 1'5"11 Wind Criteria Wind Std ASCE 7-10 Speed: 150 mph Enclosure Closed Risk CategoryII EXP: C Mean Height: 21.55 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: 138 (Effective 6/1/2013) Top chord 2x4 SP #2 N Bol chord 2x6 SP #2 N Lt Slider 2x6 SP #2 N: BLOCK LENGTH = 2.000' Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Loading Hipjack supports 2-11-0 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 4'1"7 4'1"7 Snow Criteria (Pg,Pf .n PSF) Pg: NA Cl NA CAT: N/ PI: NA Ce NA Lu. NA Cs: NA Snow Duration. NA Code I Misc Criteria Bldg Code: FBC 6th.ed 201 TPI Std. 2014 Rep Factors Used: No FT/RT.20(0)/10(0) Plate Type(s). WAVE Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL) NA VERT(TL). NA HORZ(LL). 0 001 C HORZ(TL)' 0.002 C Creep Factor 2 0 Max TC CSI. 0.360 Max BC CSI. 0.023 Max Web CSI: 0.001 VIEW Ver 17 02 01A.1115.21 04/182018 22'3" N r irk N 20'0"12 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W F 202 /120 /- /- /- /4.2 E 26 /- /12 /- /- /1.5 D 70 /42 /- /- /• /1.5 Wind reactions based on MWFRS F Min Big Width Req = 1.5 E Min Big Width Req = - D Min Brg Width Req = - Beanng F 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 quire extreme care in fabricator , handling shiupin installmg.and bracin Refer to and follow the latest edition of BCSI (BuildingSafetyInformation, by TPI an SBCA) g'r safety radices prior to performing these functions Installers shall provide temporary BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and boltun hord shall have a properly Id cellinq ocations shown for ermanent lateral restramt f w bs shall hay br agn installed p r BC I sections 133, 137 or 870e. App7y plates to each face oi°truss and position as shown above and on the JomtgDetalls, un fess noted otherwise. Defer to a division of any not TPI www failure to build the 1 or cover pae n. The suiQblllty ALPINE mmmdpWrHr 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Gable Stud Reinforcement Detail ASCE 7-101 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1,00 Ors 140 MPH Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Orh 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure 0, Kzt = 1.00 firs 1pa fink Vlnd G,ved an' be,.r. W -L,..+ d,...+1..u., V ------ 2x 4 n___ S 2x4 Brace Goble Vertical Spacing Species Grade No Braces 1) 1x4 'L' Brace 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 His Group A Group B Group A Group B- i-') J dD U Q SPF rrHHF B1 / K2 3' B' 6' 3' 6' 6- 7' 5' 7' 8' 8' 9' 9' 2' 11' 7' 12' 0' 13' 9' l4' 0' w3 3' 6' S' S' S' 9' 7' 2' 7' 7' 8' 8' 9' 1' I1' 3' ll' It, l3' 7' 14' 0' Stud 3' 6' 5' 4' S' 8' 7' 2' 7' 7' 8' 8' 9' 1' 11' 2' It, It, 13' 7' 14' 0' Standard 3' 6' 4' 7' 4' ll' 6' 2' 6' 7- 8' 4' 8' 11' 1 9' 8' 10' 4' 13' 1' 14. 0' SP F L M( 3' 10' 6' 4' 6' 7' 7' 6' 7' 9' 8' ll' 9' 3' It, 9' 12' 2' 13' 1l' l4' 0' R2 3' 8' 6' V 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' ll' 7' 12' 0' 13' 9' 14' 0' N3 3' 7' 4' 10' 5' 2' 6' 5' 6' ll' 8' 9' 9' 1' 10' V 10' 10' 13' 8' l4' 0' Stud 3' 7' 4' 10' 5' 2- 6' 5' 6' I1' e' 9' 9' 1' 10' 1, l0' 10' 13' 8' 14' 0' Standard 3' 3' 4' 3' 4' 7' 5' 8' 6' V 7' 9- 8' 3' 8' 11' 9' 7' 12' 2' 13' 0' U1 P Q) 0j U O P F H PIl NI / a2 4' 2' 7' 2' 7.5' 8' 5' 8' 9' 10' 1' 10' 6' 13' 3' 13' 9' 14' 0' i4' 0' 113 4' 0' 6' 7' 7' 5- 8' 4' 8' 8' 9' 11' 10' 4' 13' 1' 13' 7' 14' 0' l4' 0' Stud 4' 0' 6' 7' 7' 0' 8' 4' 8' 8' 9' 11' 10' 4' 13' 1' 13' 7' 14. 0' l4' 0' Standard 4. 0' 5' 8' 6' 0' 7' 6' 8' 0' 9' 11' 10' 4' ll' 10' 12' 8' 14' 0' 14' 0' S P D F L NI 4' 5' 7' 3' 7' 6' 8' 7' e' It, 10' 2' 10' 7' 13' 5' 13' 11' 14' 0' 14' 0' 82 4' 2' 7' 2' 1 7' 5- 8' 5' 8' 9' 10' 1' 10' 6' 13' 3' 13' 9' 14' 0' 14' 0' R3 4' V 5' 11' 6' 4- 7' 11' 8' 5' 10101 10' 5' 12' 5' 13' 3' 14' 0' 14' 0' Stud 4' V 5' 11' 6' 4- 7' 11' 8' 5' 10' 0' l0' 5' 12' 5'13' 3' 14' 0' 14' 0' Standard 4' 0' 5' 3' 5' 7' 7' 0' 7' 6' 9' 5' 10' 2' ll' 0' it, 9' 14' 0' l4' 0' d f X d U O 1 S P F LJ FIl kl / K2 4' 8' 7' Il' 8' 2' 9' 4' 9' 8' LO' I' 1 11' 6- 14' 0' 14' 0' l4' 0' l4' 0' 3 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' l0' 11' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' 5' 7' 7' 8' I' 9' 2' 9' 6' l0' 11' 11' 5' 14' 0' 14' 0' 14' 0' l4' 0' Standard 4' 5- 6' 6' 6' 11' 8' 8' 9' 3' 10' 11' 11' 5' 13' 7' 14' 0' 14' 0' 14' 0' S P DFLI 1 4' LO' 1 —8'0 ' 8' 3' 9' 5' 9' 9' ll' 2' 11' e' 14' 0' 14' 0' 14' 0' 14' 0' R2 4' 8' 1 7' ll8' 2' 9' 4' 9' 8' ll' l' ll' 6' 14' 0' 14' 0' 14' 0' 14' 01 0' 03 4' 6' _6'I0' 1 7' 3' 1 9' 1' 9' 7' IF 0' 111 6' l4' 0'14' 0' 14' 0' 14' 0' Stud 4' 6' 1 6' 10' 1 7' 3' 1 9' 1' 9' 7' 1 ll' 0- 11' 6' 14' 0' 14' 0' 14' 0' la' 0' Standard 1 4' 5' 1 6' 1' 1 6' 5' 1 8' 1' 8' 7' 1 l0' 11' 1 Il' 5- 12' 8' 13' 7' 14' 0' 14' 0' Bracing Group Species and Grades, Group As Srace-Pine-FM Hen-Ftr el / e2 IStandard 1 t2 Stud t3 Stud t3 Standard Dou las Fir -Larch Southern Pinewa N3 t3 Stud Stud StandardI Standard Group BI Hen -Fir MI Btr Ml 0 las Flr-Larch Southern Pinewwt sl NI t2 02 lx4 Braces shall be SRO (Stress -Rated Board). For 1x4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values nay be used with these grades. Gable Truss Detail Notest 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' outtookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with lad (0.128'x3.0' m1m) nails. 31E For (t) 'L' brace, space nails at 2' o.c. In 18' end zones and V o.c. between zones. D ))(Far <2) 'L' braces- space nails at 3' o.c. In 18' end zones and 6' o.c. between zones. L' bracing must be a nininun of 80X of web member length. Goble Vertical Plate Sizes Verticnl Len th No Splice Less than 4' 0' 1 2X4 Greater than 4' 0', but 4X4 less than l2' 0' Refer to cannon truss design for Peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detail. MAX. TOT, LD. 60 PSF MAX. SPACING 24.0' REF ASCE7-10-GAB16030 DATE 10/01/14 DRWG A16030ENC101014 41 About j (: able Truss Diagonal brace option vertical length nay be T doubled when diagonal Ig• brace Is used Connect diagonal brace for 6906 L• of each end Max web Br*ce total length Is 14'. 2x6 DF{ B2 or better diagonal 1-- t Verticnl length shown brace, single double 8' i 111111 In table above. 4s• or cut as shown) at L 1 upper end Connect diagona at w• 1 midpoint of vertical web. Refer to chart a w or fix fib ve til e V*MMM KAD AND fOUAV ALL WrES ON TMS MAVDGI • wsDfWTAMTo FYD®1 THIS ORAVDG TO ALL TO TIMTORS DKL ODG TMC DISTminq O. 708 1 Trusses re4hte extresse care In fabricating, MrM6p, shbpa instalWp w braCiro Reflls, to anti follow the latest 0~ of SCSI (BWL*V Cnnppsent Safety Infornatbn, by TPI SOCA1end LLFeerpracticespriortoperfarAtthesefactions. Installers shall provide temporaryy is==1 SSL• Mess noted atherhdse, top chord shall haw properly attached structures sk." and Byrd 111111777771 shall have a property attached recd ceUhg. Locations dho.n for permanent lateral fist of welt dell have bvcby Installed I sections 33, 07 310, Apply : S AT OQO0 per r as applicable. platea to i eF truss w Peduan es shown above end an the Joint Details, unless noted eth—Ise. d4 1 AN RW 00MPA ley to drowbps 1641-2 for standard plate positions. i Alpine. Alpine, a 4NIslon of ITV WA&V Ca ponents Group Ino. shall not be respondble for any deAatinsdrowbsy, any failure to Wild the truss In can rhanee Oth ANSI/TPI L r for h•^a•s0. 44 4 `4141ane` , of 13723\Rs enpod\Oma NsAlsiN enion sbracing00dna ng trusses. ••........ •• ('_` ably so wave o• dodpUs thi this. The, hsoatlt ampteno e1 proFesdoW 7 erhgbeere respahWlth solely fr tin shorn TM w use aN M!F dvebsy f GN Sults\ 200 MarybMl Heights.\ M0\83043 l f thIreerystrs,ebae b the respatsbillty of the OhAdep peslpnher• per ANSI/Tpl t Sect f finer peq for YhFrwatlon Ves O AL4/ fnonseeJab's Oneral notes Page w these win dteo MJgWs we.4tpbMt.een, TP 4 ....epasta'as SeG1s ICO Ilal! wwws , wwwlo[seie Bracing Group Species and Grades, Group As Srace-Pine-FM Hen-Ftr el / e2 IStandard 1 t2 Stud t3 Stud t3 Standard Dou las Fir -Larch Southern Pinewa N3 t3 Stud Stud StandardI Standard Group BI Hen -Fir MI Btr Ml 0 las Flr-Larch Southern Pinewwt sl NI t2 02 lx4 Braces shall be SRO (Stress -Rated Board). For 1x4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values nay be used with these grades. Gable Truss Detail Notest 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' outtookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with lad (0.128'x3.0' m1m) nails. 31E For (t) 'L' brace, space nails at 2' o.c. In 18' end zones and V o.c. between zones. D ))(Far <2) 'L' braces- space nails at 3' o.c. In 18' end zones and 6' o.c. between zones. L' bracing must be a nininun of 80X of web member length. Goble Vertical Plate Sizes Verticnl Len th No Splice Less than 4' 0' 1 2X4 Greater than 4' 0', but 4X4 less than l2' 0' Refer to cannon truss design for Peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detail. MAX. TOT, LD. 60 PSF MAX. SPACING 24.0' REF ASCE7-10-GAB16030 DATE 10/01/14 DRWG A16030ENC101014 41 T Relnfoi Ment Ga Tr Gable Detail For LPt-In VPrtirnlc Gable Truss Pla pproprlate Alpine gable detail for e sizes for vertical studs. Engineered truss design for peak, Is, and heel plates. vertical plates overlap, use a to that covers the total area of lapped plates to span the web. P. 2* 2X4 2X8 Provide connections for uplift specified on the engineered truss design. Attach each 'T' reinforcing member with End Driven Nollsh lOd Common (0.148'x 3.',min) Nails at 4' o.c. plus 4) naps In the top and bottom chords. Toenalled Malls, IOd Common (0.I48'x3',min) Toenalls at 4' o.c. plus 4) toenails In the top and bottom chords. This detall to be used with the appropriate Alpine gable detall For ASCE wind load. ASCE 7-05 Gable Detail Drawings A13015051014, A12015051014, At1O15051014, AI0015051014, A14015051014, A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 ASCE 7-10 Gable Detall Drawings A11515ENCI01014, A12015ENC101014, A14015ENCI01014, A16015ENCIOl014, A18015ENCIOl014, A20015ENCIOl014, A20015END101014, A20015PED101014, A11530ENCIOIO14, A12030ENC101014, A14030ENC101014, A16030ENCIOIO14, A18030ENCI01014, A20030ENCI01014, A20030END101S A2Q 110t00 511515ENC100815, S12015ENC100815, S14015ENCIOOl 09518015ENC100815, 520015ENC100815520015EN0 O S1153OENCI00815, S12030ENCIOOS15, S14030E awivoda S18030ENCIOO815, S20030ENCIOOB151 5200i"MMBMM See appropriate Alpine gable detail. For T' Reinforcement Attachment Detail T' Reinforcing 'T' Reinforcing Member Member Toe -mall - Or - End-nall To convert From 'L' to 'T' reinforcing members, multiply 'T' Increase by length (based on appropriate Alpine gable detail). Maximum allowable 'T' reinforced gable vertical length Is 14' from top to bottom chord. T' reinforcing member material must match size, specie, and grade of the 'L' reinforcing member. Web Length Increase w/ 'T' Brace T' Relnf. 'T' Mbr. Size Increase 2x4 30 Examplem 2x6 20 ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Gable Vertical = 24'o.c. SP N3 T' Reinforcing Member Size = 2x4 T' Brace Increase (From Above) = 30% = 1.30 t) 2x4 'L' Brace Length = 8' 7' Maximum 'T' Reinforced Gable Vertical Length 1.30 x 8' 7' = 11' 2' wAarmmw RFAD NO fOILOV ALL Hints ON THIS WAVING! ' REF LET -IN VERTMDVMTWrwFUNSHTHISBRAV= TO ALL CO1TRACTUFM OaUMM TIE 06TALLE7M * • Trusses repute extreme care in fabrlca", handling, Shipping. installing and broCl Rei and: , ' DATE 10/01/14followwlaast "1 of 11 ("111, nt Safety IMana1, by TPI and S/G) for a..ty S AT O • 1 Practices Prior to PerfOrnkm° ties• functions. Installers shall provide tampererrr bradmg qr e WF uMess noted otherwise, top chord shall haw properly attached structural sh"Wrp end bolt F DRWG GBLLETIN1014 n r shall haw a propeMr attached rltpd eNrmg. laeatiene shown far penanent lateral restraint oGw •• • 44 shag have and cingpositionion alledss per BCSabovesectionson the Til a• Big.Det ils applicaunless le.no Apply plates a each •a A of truss anddrawings 16 as shown above and to Me iJoint Details, ass noted otherwise. •a w• Refer to drowYps 160A-2 ia• standard plate positions Lt °a •a•.m,. as •.• ` Alpine, a dvWm of ITV Building CanpanenIts Group Inc, shall not be responsible for an Y deviation fANrtWMPAWthisdewing, any fallure to build the truss ti conformance with AMSVTPI 1, or for ho.w•p, shbpbhg, q t installation a bracing of trusses. 4 uIOiVA`,• tpt MAX. TOT. LD. 60 PSF 1J72J\Rrvempoml\Orrve A• A wen a this drawling orsolely Por W Us thisthis drawing, Tb - Us acceptance of proF°`slon°l fllfd Alot, II Sulel 200 for any SbU ' moa the w+mg oe Per ACAIMI isqc;- drawlingthis pp,,mr 9y/2018 DUR, FAC. ANY Maryland\ Heights,\MO\63043 roe more Information see this job's general notes l4 #t L R ALPOiC, wwwAl t..Camnl TPI, .... Q°°' ° eh"' eb eLm MAX. SPACINGpimNtpYhst.argm SBCA, www.sbrJndustr .orgl IW wwwlccsafe Gable Stud Reinforcement Detail ASCE 7-101 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Oro 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Oro 140 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 nr. 1?n —k 1JIn.s Cr. A iC, u--- usm..m.a O --mm.. c- __..__ n — _ . nn S 2x4 Brace Gable Vertical Spacing Species Grade No Braces 1) 1x4 'L' Brace to Group A Group B t) 2x4 'L' Brace (2) 2x4 'L' Brace as Group A Group B Group A Group B 1) 2x6 'L' Brace to (2) 2x6 'L' Brace Group A Group B Group A Group B J dD U Q 14- SPF. kl / 112 3' 10' 6' 7' 6' l0' 7' 9' 8' t' 9' 3' 9' 7' 12' 2' 12' 8' 14' 0' 14' 0' k3 3' 8' 5' 9' 6' 2' 7' 8' 7' It' 9' l' 9' 6' 1.2' 0' 12' 6' l4' 0' 14' 0' Stud 3' 8' 5' 9' 6' V 7' 8' 7' ll' 9' 1' 9' 6' l2' 0' 12' 6' 14' 0' 14' 0' Standard 3' 8' 4' ll' 5' 3' 6' 7' 7' V 8' 11' 9' 6' 10' 4' it, 1' 14' 0' 14' 0' S P F L O1 4' 0' 6' 8' 6' 11' 7' 10' 8' 2' 9' 4' 9' 8' 12' 4' 12' 9' 14' 0' 14' 0' 2 31,101 6' 7' 6' 10' 7' 9' 8' 1' 9' 3' 9' 7' 12' 2' 12' 8' 14' 0' 14' 0' a3 3' 9' S' 3' 5' 7' 6' ll' 7' S' 9' 2' 9' 7' 10' I1' ll' 8' 14 0' 14' 0' Stud 3' 9' 5' 3' 5' 7' 6' I1' 7' 5' 9' 2' 9' 7' 10' 111 ll' e' 14' 0' 14' 0' Standard 3' 6' 4' 7' 4' Il' 6' 2' 6' 7' 8' 4' 8' Il' 9' 8' 10' 4' 13' V 14' 0' U P i U O 0- 4 S P F LI [ fll 01 / R2 4' 5' 7' 6' 7' 9' 8' l0' 9' 3' 10' 7' It, 0' l3' ll' 14' 0' 14.0' 14' 0' 113 4' 2' 7' V 7' 9' 8' 9' 9' l' 10' 5' 10' 10' 1 l3' 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' l4' 0'' 14' 0' Standard 4' 2' 6' V 6' 5' 8' l' 8' 8' l0' 5' 10' 10' 12' 8' 13' 7' 4' 01 l4' 0' P D F L a1 4' 7' 7' 7' 7' 11' 9' 0' 9' 4' til' 8' Il' l' 14' 0' 14' 0' 14' 0' 14' 0' M2 4' 5' 7' 6' 7' 9' 8' 10' 9' 3' 10' 7' 11' 0' 13' 11' 14' 0' 14' 0' 14' 0' 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' 10' 6' l0' ll' 13' 4' 14' 0' 14' 0' 3 14' 0- Stud 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' 10' 6' 10' It, 13' 4' 14' 0' 14' 0' 14' 0' Standard 4' 2' 5' 8' 6' 0' 7' 6' 8' 0' 10' 2' 10' l0' 11' 10' 12' 7' 14' 0' 14' 0' d L f X d U O S P F LIfl F 1 / R2 4' 10' 8' 3' 8' 7' 9' 9' til' 2' 10' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' 3 4' 7' 8' 2' 8' 5' 9' 8' 10' 0' ll' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' 4Stud ' 7' 8' 2' 8' 5' 9. 8' to, 0' 1t' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 7' 7' 0' 7' 5' 9' 4' 10' 0' ll' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' P D F L NI 5' V 8' 5' 8' 8' 9' Il' 10' 3' it, 9' 12' 3' 14' 0' 14' 0' 14' 0' 14' 0' R2 4' 10' 8' 3' 8' 7' 9' 9' 10' 2' tl' 7' 12' V 14' 0' 14' 0' 14' 0' 14' 0' R3 4' 9' 7' 4' 7' IO' 9' 8' 10' l' ll' 7' l2' 0' 14' 0' 14' 0' 14 0' 14' 0' Stud 4' 9' 7' 1 7' l0' 9' 8' til' 1' ll' 7' !2' 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 7' 6' 6' 6' 11' 8' 8' 9' 3' 11' 6' 12' 0' 13' 7' 1 14' 0' 14' 0' 14' 0' We m0000eoow.. QNAL Bracing Group Species and Grades, Group At S ruce-Plne-Fir Hen -Fir W11 112 Standard 42 1 Stud 03 1 Stud 03 IStandard Dau los Flr-Larch Southern Plnee 03 113 Stud Stud Standard Standard Group Bt Nen-Fir NI Bt, Nl Doll las Fir -Larch Southern Pimento Nl NI 112 112 1x4 Braces shall be SRB (Stress -Rated Board). sFor 1x4 So. Pine use only lmdustrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these grades. Gable Truss Detall Notesi Wind Load deflection criterion Is L/240. Provide uplift connections for 75 plf over continuous bearing (5 psf TC Dead Load). Gable end supports load from 4' 0' outlackers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with l0d (0.128'x3.0' nln) nails. tN For (1) 'L' brace. space nails at 2' ac. In 18' end zones and 4' O.C. between zones. For (2) 'L' braces, space nails at 3' o.c. In 18' end zones and 6' ac. between zones. bracing must be a minimum of 802 of web member length. Gable Vertical Plate Sizes Vertical Length No Splice Less than 4. 0' 2x3 Greater then 4. 01, but 3X4 less than ll' 6' Greater than Il' OV 4X4 Refer to common truss design for peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detail. TOT. LD, 60 PSF SPACING 24.0' REF ASCE7-10-GAB16015 DATE 10/01/14 DRWG A16015ENC101014 About!L ble Truss Diagonal brace optiav vertical length may be T doubled when diagonal l8' brace Is used. Connect Ldiagonalbracefor60011L• at each end Max web Br Ce total length Is 14'. 2x6 DF -L 02 or better dlagomal T Vertical length shown braces single 8' In table above, 45' or double cut as shown) at L 1 upper end. Connect dlagona at 33 nld ole! of vertical web. Refer to chart i V*M43-0 READ 401 FGJAV ALL MOTES ON THIS NRAVDG , WMTAMO FLSM M TIDS aRAVM TIi ILL fO MKTORS DKLUBM TIE DISTALLEM Trusses rtewa't oowtrene cart In f4bekattng, MndlhD, shbdrq bnstal sad lam ino Roof - t. idle• the latest eStlan e1 NCSI (11mltdtmt0 Cenponent Saitty Infenvtlon iy TPI SNCA) fSICend r practices srlor to performing these functions. Instatters short provide temporary braec6bqq Worst top drrd k., rated etirr.lse, shall hew properly attached strucMal shtathanp shall have a property attached rlod cooling. Locations sheen far permanent tatted restrah 1 d jI 0 trnchp Mtaaood per eba sections to J er 1110, ss appllwblt. Apply pates towhoa this' Irusttruss aM as siren about ct an the 7 ant Detall, *doss notal etheraltoo. Rtfer, to chain 6GA-z low standard Otte positions. Alper, a dhlsbn of ITV luldang Ca l onents Graup Inc. shall rot be responsh" for any drvlat( AN ITWCOMFAW this drawing, any ftlnre to bdld the truss to ca.fa•mence with AMVTPI L a• ier hemndtrnp, shp taltatlon L bradro of trusses. 13723\Rivempoa\0nve A sed an this arowang or cover page Ilstio this trawhg, Mm:ates scmaptuace of pafesds,rl roospal llq sdtly far W dMpn Onewa iM a/tshYq ertl up of this dl -.6 Srts1200 for any Is fir respaeslr4ty of the lVbnD Oasgrner. per ANSI/IPI t Sect Maryland% Heights.1M0163043 Far more Infermatlan see this job's Darrel notes page and these web sites, ALPDE. •ale. 1Up"b*teceml TPI@ eew. story SlG4 aew.s=,tr 4rgl ICO —.1cclialoccorg We m0000eoow.. QNAL Bracing Group Species and Grades, Group At S ruce-Plne-Fir Hen -Fir W11112 Standard 42 1 Stud 03 1 Stud 03 IStandard Dau los Flr-Larch Southern Plnee 03 113 Stud Stud Standard Standard Group Bt Nen-Fir NI Bt, Nl Doll las Fir -Larch Southern Pimento Nl NI 112 112 1x4 Braces shall be SRB (Stress -Rated Board). sFor 1x4 So. Pine use only lmdustrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these grades. Gable Truss Detall Notesi Wind Load deflection criterion Is L/240. Provide uplift connections for 75 plf over continuous bearing (5 psf TC Dead Load). Gable end supports load from 4' 0' outlackers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with l0d (0.128'x3.0' nln) nails. tN For (1) 'L' brace. space nails at 2' ac. In 18' end zones and 4' O.C. between zones. For (2) 'L' braces, space nails at 3' o.c. In 18' end zones and 6' ac. between zones. bracing must be a minimum of 802 of web member length. Gable Vertical Plate Sizes Vertical Length No Splice Less than 4. 0' 2x3 Greater then 4. 01, but 3X4 less than ll' 6' Greater than Il' OV 4X4 Refer to common truss design for peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detail. TOT. LD, 60 PSF SPACING 24.0' REF ASCE7-10-GAB16015 DATE 10/01/14 DRWG A16015ENC101014 CLR Reinf orcing Member Substitution T -Reinforcement This detail Is to be used when a Continuous Lateral Restraint (CLR) or T-Relnf. Is specified on a truss design but an alternative web L -Reinforcement 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- Reinf. Scab Relnf. 2x3 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 2-2x4(310 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6010 T -reinforcement, L -reinforcement, or scab reinforcement to be some 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 807 of web member length. Scab Reinforcement: Apply scab(s) to wide face of web. No more than (1) scab per face. Attach with 10d (0.128'0.0',min) nails at 6' o.c. Reinforcing member Is a minimum 807 of web member length. Scab k wArtI03G1111111 READ NO fO LOV ALL TOTES ON THM o•AVDG s • MUKrsw FILOM THOS YLLtAVUGTOATOITQA V= DMUDING THE 04STALLERS_i • O. T L PSF REF CLR Subst. Trvss•s roo,d•* *.trent cart Y, fabrkath•, henelhP, bre it r t° W4 fano. th. ate.( ween of =I aaaa o Coo& - A zaf.ty Inferratlen by TPT ene` rbc f TC DL PSF DATE 10/01/14 rh prectices prior to Perfm Ab the" fune<lorm G,st*U*rs shsU prodd* ttnporar Hredng L • UAess rote' otherwise, tap `"'°'hall haw proprrly attached structural sh"44 ane be chorovaaproperlyottad,ed eq. coling.Lomew shown for perronent lateral restroY, f webs brftdr* hstaU*d per ( seetlons 33, 27 or SW, we •ppUcal". Apply pops to we OSAT BC DL PSF DRWG BRCLBSUB1014 d O of truss erd pesttlor, as shown ebevt and on the Joht Dettis, udt" noted utherwlse. i i — Wtr to drowYgs VM -z for standard Piet* pessmon& • 4L . 1!F BC LL de•• d:• PSF ANI tAlpine, wY my falw to tM' trusst n co„foGroW we tee wiM #Mt/ TPIshQU not be r• L, cir Forte dovk w•e• , C TOT. LD. PSF HH H7723\PoverPom O,ive letbn L bradrq of trusses. A ssal a, reWspsvdro wtYt,Oy er eov.r p•pe UdsettlhprO, tNs drewbq, b,lcot•s occaptanoe of Prof essladyryt •• M6VIP. A ` o Aa. DUR. FAC. II SM10%200 for ens str.eOer Is the m y of this Bf D•eCpr,w Seel t f \ MarylaMl Heights,\Mo\630e3 For rorv, Information sse this JebY ptrwal notes pope and tht" web snro ALP11E. w.w.&tpkWtw4*iu TPG ww..epinst.ere) $G4 ...asdrd,str1 To—Jeessft Nf0 IWtw SPACING Nail Type Duo -Fast CS157 1.5' x 0.105' Smooth Shank Coil Nail Material Connector Plates Substitution SP, DF -L, HF, SPF Alpine 20 -gage Wave 1 Nail replaces 2 teeth SG >= 0.42) Alpine 20-gnge H 1 Nall replaces 2 teeth Alpine 18 -gage S 1 Nall replaces 2 teeth Nail Type 0.131' x 1.5' Box or Gun Nall Material SP, DF -L, HF, SPF SG )= 0.42) Connector Plates Alpine 20 -gage Wave Alpine 20 -gage H Alpine 18 -gage S Substitution 1 Nall replaces 3 teeth 1 Nail replaces 3 teeth 1 Nall replaces 3 teeth Typical Joint Configurations. TI, This Detail Is Applicable Only On Offset No More Than 1/2' From' V*MMM REAR NO fULLOV ALL WT= Ol TIR ORAVOG ? asOPwmrs ftinum no agvm TO All awmolcma 0 wam Tw =Tmi ERf= Trussts .ec,26 •.t' * Cara r. fasMceting, handling. 614mb , wsmlwo owa aC&4 a•f "d follow the latest edMan of RRL (.skip C&Von•nt Safaty Info tlsn, by TPI a W S1CW p f lru° ass mt•°a etht'•r.stow,, t' o °ulc awl`h4vt oreo•` t' vyll atiac h.tl ststruuct—a sithl, and bo S drO have kma acb Installedailed p tl rltld C0010Sectio l93, 17 shown for permanent lateral restraY.tofthas. and po testas s per abo stones R3, R7 or Dat ts unless Apply plates to of truss and po dt164 as shown snow and ow osl iiK Mtasr, arses noGtl otherdse. Refer to droasps 160A-2 for sNMertl plop posNser.s Alper. a dhlslm e/ ITV ptd.a Ceppn•nb frac Lnc &U not na responds for any dlvk A knot/P1 fTMTOJMfIV/Y this dram ury Ing of to Wld the truss In wniornonce dth ANSI/TPI 1 or for huW&; shim aaatbl nradnc of trusses. A sal on this dravnp or cover pa0. Ostnv this draenp, Ydcatas acceptuca of Tref•sslmal 1113723% Flivuporll Oliva a ti0 resporudslar sa1My for the d4dV aboan Itr a.ItenRsey an0 usr of this 0.400 11 Sus%200 for any seruetu ts responstlTq of the R.ldp OeaW= per ANSI/iP[ 1 SaCL 11 Marylandl NaphtsAM0163043 for none nKer'watlan faa tib Jab's Res=t notes pact and these web dies, Nails shall be driven through connector plate having shortage of required effective teeth. Nails may be driven through connector plate on each face of joint if each plate has a shortage of required effective teeth. Nails shall be fully embedded Into wood areas free of defects. This detail is applicable only on joints where the connector plate has been offset no more than 1/2' from the design position shown on the truss design drawing. This detail is applicable for trusses with lumber oriented vertically (2x-) and trusses with lumber oriented horizontally 3x2 and 4x2). Line i/4 / Dome6 i yyJolnt Configuration. re ' G ittor Plate Has Been I n Po 'tion wrrj n The Truss Design Drawing. 0• Auld REF NAIL REINFORCEMI DATE 10/01/14 Sh AT O Q DRWG REPPLTNL1014 COX 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 plates) having a shortage of required Use a maximum of 2 nails per square inch of plate area. effective teeth. Nail Type Duo -Fast CS157 1.5' x 0.105' Smooth Shank Coil Nail Material Connector Plates Substitution SP, DF -L, HF, SPF Alpine 20 -gage Wave 1 Nail replaces 2 teeth SG >= 0.42) Alpine 20-gnge H 1 Nall replaces 2 teeth Alpine 18 -gage S 1 Nall replaces 2 teeth Nail Type 0.131' x 1.5' Box or Gun Nall Material SP, DF -L, HF, SPF SG )= 0.42) Connector Plates Alpine 20 -gage Wave Alpine 20 -gage H Alpine 18 -gage S Substitution 1 Nall replaces 3 teeth 1 Nail replaces 3 teeth 1 Nall replaces 3 teeth Typical Joint Configurations. TI, This Detail Is Applicable Only On Offset No More Than 1/2' From' V*MMM REAR NO fULLOV ALL WT= Ol TIR ORAVOG ? asOPwmrs ftinum no agvm TO All awmolcma 0 wam Tw =Tmi ERf= Trussts .ec,26 •.t' * Cara r. fasMceting, handling. 614mb , wsmlwo owa aC&4 a•f "d follow the latest edMan of RRL (.skip C&Von•nt Safaty Info tlsn, by TPI a W S1CW p f lru° ass mt•°a etht'•r.stow,, t' o °ulc awl`h4vt oreo•` t' vyll atiac h.tl ststruuct—a sithl, and bo S drO have kma acb Installedailed p tl rltld C0010Sectio l93, 17 shown for permanent lateral restraY.tofthas. and po testas s per abo stones R3, R7 or Dat ts unless Apply plates to of truss and po dt164 as shown snow and ow osl iiK Mtasr, arses noGtl otherdse. Refer to droasps 160A-2 for sNMertl plop posNser.s Alper. a dhlslm e/ ITV ptd.a Ceppn•nb frac Lnc &U not na responds for any dlvk A knot/P1 fTMTOJMfIV/Y this dram ury Ing of to Wld the truss In wniornonce dth ANSI/TPI 1 or for huW&; shim aaatbl nradnc of trusses. A sal on this dravnp or cover pa0. Ostnv this draenp, Ydcatas acceptuca of Tref•sslmal 1113723% Flivuporll Oliva a ti0 resporudslar sa1My for the d4dV aboan Itr a.ItenRsey an0 usr of this 0.400 11 Sus%200 for any seruetu ts responstlTq of the R.ldp OeaW= per ANSI/iP[ 1 SaCL 11 Marylandl NaphtsAM0163043 for none nKer'watlan faa tib Jab's Res=t notes pact and these web dies, Nails shall be driven through connector plate having shortage of required effective teeth. Nails may be driven through connector plate on each face of joint if each plate has a shortage of required effective teeth. Nails shall be fully embedded Into wood areas free of defects. This detail is applicable only on joints where the connector plate has been offset no more than 1/2' from the design position shown on the truss design drawing. This detail is applicable for trusses with lumber oriented vertically (2x-) and trusses with lumber oriented horizontally 3x2 and 4x2). Line i/4 / Dome6 i yyJolnt Configuration. re ' G ittor Plate Has Been I n Po 'tion wrrj n The Truss Design Drawing. 0• Auld REF NAIL REINFORCEMI DATE 10/01/14 Sh AT O Q DRWG REPPLTNL1014 COX I VALLEY FRAMING & BRACING DETAIL I R eC 1/7 Ol Lumber Size and Grade Minumum Requirements GENERAL NOTES Purlins required 2'-0" O.C. in absence of plywood sheathing. Trusses without sheathing applied must be evaluated accordingly. Purlins should overlap sheathing one truss spacing minimum. In cases that this Is Impractical, overlap sheathing a minimum of 6", and nail upwards through sheathing into pudin with a minimum of 8.8d (0.131"xZli") 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 hoels) 40'-0" or less Maximum valley height: 14'-0" Maximum mean roof height: 30 feet ASCE 7-05,140 mph, Enclosed, Cat 11, Exp 8,1=1.0, Kit -4.0 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. ce the crippes for each raw starting from the valleys or sleepers working Inward to the ridge board so that cripple locations aro gered between rows. ITYPI Innection Requirement Notes 2x6 rafters to ridge 416d toe -nails Cripple to ridge 416d toe -nails Cripple to raker 416d toe -nails 816d face -nails Raker to sleeper or blocking S 16d 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 & truss Ridge board to roof block 416d toe -nails Ridge board to truss 416d toe -nails Purlin to (Typ) 316d toe -nails Truss to blocking 4 16d toe -nails Truss to cripple 416d toe -nails Truss to cripple 416d toe -nails Cripple to purlin 316d toe -nails 13. Collar beam to raker 416d toe -nails CRIPPLE, BRACING, & BLOCKING NOTES NOTE: 16d (0.162"x3.5') COMMON NAILS 20 continuous lateral restraint (CLR) min. Is required for cripples S'-0" to 10'-0" Iong nailed wl 2.10d (0.148"x3") nails. Or 20"T" or scab reinforcement nailed to Rat edge of crifple with 10d j0.128"x3.0") nails at 6" o.c. 'T' or scab must be 90% of cripple length. Cripp as over 10'-0 long requre two CLR's or both faces wf "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. Apply all nalling In accordance to current NOS requiremen Nails are common wire nails unless noted otherwise. H. Y eeMeeeeeee GENSF • - M A 0003- READ AM /uLnv ALL $a= ON ties WAVDQ = EEDPDRTW FUMM 11112 WAVD6 TO ALL COITRACTM DC L=4G Tit DWALLCIM .+. Trussn nape ene•e,w an h IebrCateoy, hendln0..1'IVW O. 1 p W Rerer t An Collo• W 4test edWon M sal GWL*v cw0wont Sarety 4Ma'wAtlan, by 7P1 W !aW Ie' mgbt oractioes prior to per too FO these functions. Installers awl ai a W. Ureartry be to0 per ugl. lases voted etherlim, top chord ~ haw properly ataadwd struc4ral Shea"** W bonen TU f'1 ~ hour • properly attadnd rlpld crWo, LorAtlens shom Cor per~wft ta, rettMht 0 shat s W po MtasN ps RCS+ Sectionson V 17 ar RIR, lA app{behle. Apply P4te. to tAd 1 IILf It bt to W perWen as fWshams wwe pl to o Jns. Oetalr, rias netN a oe Reler t0 drae+lps t6M-Z IRelydstroWord plate peaYons. a 7ANITWCOMPWyt6O-a.ND, any PLLw to bad the V%as In orw ce aM AaVrPI for Inc- 0441 "at b. "sporw2M hu*UV, 'kg a elstol4tlon A bradnp or tr m& A seal an thblA *Wq or c wee page urtlro tills * wbio, H - tw mpanm or proresslonat sooty roe W sheen The sWAWq W m OF *& drAelnp 1339 L00"0ne f•r any W ^ h' ot W &&+O aai pR ANtVTPt L Seel EaM Cey. MO pMS Far naeALPDwK.,o Ven see tib Job's 0•^•w Horn ppaarteee W thew matey4"i eeedptrrtecen, TPI. eee.tpYlstorel SDCM eee.dMntrrsa, Db Joeeareare V a STATE OF 70( A) I(B) (••) LL 20130 40 54 1 REF VALLEY FRAMING WC DL 10120 7 7 DATE 10/01/14 bC DL 0 0 0 0 1 ORWG VACNV1801015 BC LL 01 0 0 0 TOT LD.301 50 47 61 DUR FAC. 1.25/1.15 SPACING SEE ABOVE RECORD COPY City of Sanford Building and Fire Prevention Product Approval Specification Form Permit # #18-244An,$ANFOR Project Location Address Captiva, 572 Re Rose Ln., Lot 230 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 single & Dbl FL15080.R3 Roll U Automatic Other 2.Windows Single Hung MI Windows Single Hung 53 1/8"X72 Non -Impact FL17676.2, .9, .16 Horizontal Slider Casement Double Hun Fixed MI Windows FL 18644.4 Awning Pass Through Projected Mullions MI Windows Mullions FL18504.2 Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # including decimal 3. Panel Walls Siding Soffits Alpha Aluminum, Inc. Soffits FL16544-113 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4.Roofing Products Asphalt Shingles Certain -Feed Shingles FL5444-R12 Underla ments InterWrap, Inc. Underlayment's FL15216-R3 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 Building Componets Truss Plates FL1999-R6, .1 En ineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels 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 b; A 1 j CEy E JUL 2 4 2018 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ <; Job Address: 15,79 %_j. e Historic District: Yes No Parcel ID:_Z V Residential Commercial Type of Work: de7w 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 7e— /cam YY% -til i S d -,'L Phone: Street: City, State Zip: Resident of property? : Contractor Information Name NORTHWEST PLUMBING OF ORLANDO Phone: (770) 941-5421 x 20! oZ Street: 6310 MABLETON PARKWAY, SUITE 1000 Fax: (770) 941-9522 City, State Zip: MABLETON, GA 30126 Name: Street: City, St, Zip: Bonding Company: Address: State License No.: CFC1426562 Arch itect/EngIneer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO -RECORD A NO'T'ICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, beaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date or application and the code in effect as of that date: 51° Edition (2014) Fiorlds Building Code Revised: lune 30, 2015 Permit Applicntion NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of NotaryState of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Signature of FEAgelft- f TONY MAH Y Print Cantroctor/Agenhsa; ' i'V A4 Signature ofNo ry-Su+teofFlorid¢ Date Contractor/Agent is Personal Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY W. 5;,' Permits Required: Building Electrical Mechanical Pluinbing Gas[-] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures. Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: 'ZONING: COMMENTS: Revised: June 30. 2015 UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: Permit Application FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Application Number . . . . . 18-00002443 Date 7/24/18 Application pin number . . . 186793 Property Address . . . . . . 572 RED ROSE LN Parcel Number . . 21.19.30.510-0000-2300 Application type description NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Application valuation . . . . 281082 Application desc noc on file Owner Contractor TAYLOR MORRISON TAYLOR MORRISON C/P DAPHNE 2600 LAKE LUCINE DR STE 350 407) 629-0077 MAITLAND FL 32751 407) 489-1475 Structure Information 000 000 ---------------------- Construction Type . . . . . VB Occupancy Type . . . . . . RESIDENTIAL USE GROUP Flood Zone NONE Other struct info . . . . . ELEC - # AMPS 150.00 PLUMBING FIXTURES 23.00 NUMBER OF STORIES 2.00 SQUARE FOOTAGE 2642.00 Permit . . . . . . PLUMBING PERMIT -NEW RESIDENC. Additional desc . . Phone Access Code 1066000 Permit pin number 1066000 Sub Contractor NORTHWEST PLUMBING Permit Fee . . . . 102.00 Issue Date . . . . 7/24/18 Valuation . . . . 6471 Expiration Date . . 1/20/19 Qty Unit Charge Per Extension 17.00 6.0000 EA FIXTURES,WATERHEATR,DRAIN,TRAP 102.00 Special Notes and Comments All projects within the City shall use WastePro for debris removal. Please contact WastePro at 407.774.0800. Normal hours for inspections are from 7:30 through 4:30 Monday through Thursday. Please be aware you must contact the Building Official to schedule a Friday or after hours inspection. This is required since not every inspector is licensed to do every type inspection. Communication is the key, so please contact the Building Official if you have any questions at 407.688.5058 or at dave.aldrich®sanfordfl.gov Water impact fee $1343.00 Sewer impact fee $3025.00 Other Fees . . . . . . . . . 01-APPLCTN FEE -BUILDING 25.00 O1-APPLCTN FEE -PLUMBING 25.00 O1 -BLDG PLAN REVIEW 1071.00 02 -CURB CUT/DRIVE - S/F 40.00 O1 -FIRE IMP -RS 9-2017 383.81 FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED. FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE P, 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Page 3 Application Number . . . . . 18-00002443 Date 7/24/18 Property Address . . . . . . 572 RED ROSE LN Parcel Number . . 21.19.30.510-0000-2300 Application description . . . NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Permit . . . . . . PLUMBING PERMIT -NEW RESIDENC. Additional desc . . Phone Access Code 1066000 Permit pin number 1066000 Required Inspections Phone Insp Seq Insp# Code Description Initials Date 10 322 UNPB PLUMBING UNDERGROUND 10-1000 311 PL03 SEWER 20 312 PL04 TUB SET 1000 313 PLOS PLUMBING FINAL / / a G'+ry CITY OF SANFORD BUILDING & FIRE PREVENTION F. D JUL 3 0 2018 PERMIT APPLICATION BY: Application No: kq, • Z j 7 r Documented Construction Value: S 1-61-1200 Job :Address. !`,P. 1 na. Historic District: Yes \o Parcel lD: l.x) Mprv)i'=IQ. Residential01- Comntercial T\•pe of \Work: \car 9l Addition D f Altleration Repair 0 Demo Change of lase Io c Description of Work:[J(` 'iI TIF T+1' 'i `, Cj r%, ii"I i 10 flan Review Contact Person: ' o Title: Phone: Fax: Entail: Property Owner Information l ic,( I ovy I sonName Phone: Street: Resident of property,? Cit\•, State Zip: Contractor lillorrr,ation r' Fr' i° I I(•++_,,`'. TI - 1 i PIIone: G —7 Qat, I I t_-2- Fax: I CC f f Cit\•. State zip: bra!_! ic'i'-•t (gjJ / / I State License \o.: N a uu! Street: Cite. St. Zip: Bonding Company: Architect/Engineer Information Pllone: Fax: E-mail: _ lortgaue Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTI'. A NOTICE OF COMMENCEMENT JIUST Rr RECORDED AND POSTED ON THE .108; 51.1-C BEFORE •1-1.11 FIRST INSPECTION. 117 YOU INTEND TO OPT:11N FINANCING. CONSULT wI'm VOL'R UNDER OR AN ATTORNEY 11EFORE RCCORDING YOUR NOTICE OF COSI>IF CC IE T. i fat•:::« P7:Jr r0 i::Y D: aj_-.......:'_ :.._: '.' 11 a'i:i C•: j•'.:?ii:ie :? ia:.i 5: .. i., - IF1! !a-,%5 Ctrs— ri I vnd;ri:.md That a separate permit rausl he srcurid for Ovurical furnaces, boilers. heatcr, tank -s. and air cundi:iimi•rs, etc. 1*1:C Floll br in-cribrd %%io, thr r!a:r,,f at,;,li;a:i, r. and the cndc in %,M-cl rhit d.ur: 4 > Er!i:i-,n t_41 s, I'I: i i.r Cuildi^^ Cad; 1, ' NOTICE: In addition I w the reguiremenis of this permit. there tray be additional re:triciions applicable to this propen that may be found in the public records of this county. and there miy be additional per -.nils required front cher got ei:unenit ! entiti: s such a: waw management districts, state acenci:c, or federal agencies. acceptance of perltit is verification that I will notify the o\t•ncr of the properry of the requirements of Florida Lien La -w. FS 71 The City of Sanford requires rayn.wnt of a plan ret ie tt fee a: the time of p:nrii submi!ml. A coati' of the executed contra; t is rzquirej m order to cn1culete n plan rovieu' charge and will be considered the estimated construction talo: of the job at tlt tinle of sillmnitial. Th: a:•ntal constriction t'alur will be (,glued bred on the current ICC Valuation Ta'.le in eff,c! nl the Bute the permit is issued: in accordaice with local ordinance. Shotad calcul2ted char•_,s g\!red off the ex,c::!,d co:ara.t exceed t:1e a;tt:al constr,:c:i l: talue. credit will be applied to your permit fee: «•hen 1112 permit is OWNER'S AFFIDAVIT: I certify that all of the fore-oing information is accurate and that all work will be done in compliance with all applicable laws regulating, construction a .acing. hh, ` lam' AA o/ao 8 AMY R. MORRIS W Notary Public -State of FloridaP ` Commission: GG85209o„.;: My Comm.ExPire$)Aar10.2022 Bonded through nal Notary Assn. Char ztn! 15 hc'icon:'.l!\' l0 Mt orCOi::r3. t. _ 'u I> .is7rEi^ll': I1P.Oii't. IO Mt of Prod:uced ID Ty»: of ID Prod-.icC'd ID ~ T\•ne of ID BELO«” IS FOR OFFICE- USE ONLY Perinics Recluirc•d: Sai!?it' El:..:ica' I.cl:tical Fh:!:ibi:g G.: Fo of Construction Type: Occupancy L.:e: Flood Zone: Tot21 Sq Ft of FIcI_: Alin. occupancy Load: = of Stories: Nett Construction: E• lutric - = of'Arips Plur bin<_ - _ of Fimur•es Fire Sprirlarr f'err ir. 1'i'_ \o = of 1-{..^.'s Fire Alarm Peri iit: les No M'IROVALS: ZCrNf\G- ENGINEERING: C0_ I -.\IFN S: UTILITIES: FlU-: WASTE \._'N_FE.:: BL•1L1)1\G: CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: I - au 3 Documented Construction Value: $ 6CDL Job Address: 5 ! R:hLame , u• 1 Historic District: Yes NoK Parcel ID: ResidentiaQ Commercial L Type of Work: New.. Addition Alteration Repair Demo Change of Use Move Description of Plan Review Contact Person: ' Ift , -I I -KY,6, Title: Phone: Lk -I -54•5-30e1( Fax:iZ- -385_ Email:_' Qr"e'&G 1y' ccr Property Owner Information I Name I ( Phone: P Street: u ' Resident of property? : AD City, State Zip: fiW4 IQAA Co ' ntractor Information Name A, l-AaA:tlnnAOi Phone: `/ -Id-7- 6$'5-300L/ Street: J TScC7 Fax: 0 - City, State Zip: ( State License No.: 5 Y O 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 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 513' Edition (2014) Florida Building Code Revised: June 30, 201 S Pamit 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 tat work will be done in compliance with all applicable laws regulating construction and zo g. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date itrl Sigt ptfre of Contractor/Agent Date r a 0- *-a.tLsso P' t Contractor coA t's Name K Wig signature or No ry-State of Florida P Da 40. L CHERYL D AKERS MYEXPA EIS JunN 0 62 June 05.2020 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: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: COMMENTS: UTILITIES: ENGINEERING: FIRE: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application STATEWIDE 1-888-831-2665 Taylor Morrison Homes 2600 Lake Lucien Drive, Suite 350 Maitland, FL 32751 K DEL-AIR State Certification CAC032448 NEA71N6 a AIR CONOIiIONIN6 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 Anastasia 2.0/2.0 16.0 / 16.00 8.50 / 8.50 2/0 8,035.00 Boca Grande 3.0 15.00 8.50 410 4,911.00 wC>:' i0 1 bpv 905003 Marco 3.0 15.00 8.50 2/0 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 (TH6320U1000DAG). 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 11\ \l I \IV(IAt1 1I( 113:44S 931 ( (PPIM \\ \\ ford. I 1 3:"1 1411.13334 (101 w,d.•1.1i1 .. om DESCRIPTION AS FURNISHED: Lot 230, THORNBROOKE PHASE 4, as recorded in Plat Book 81, Pages 70 thru 71, Public Records of Seminole County, Florida. BOUNDARY FOR/CERTIFIED TO: Desmond and Venus Roy Stelzer; Inspired Title Services, LLC; First American Title Insurance Company; Taylor Morrison Home Funding TWO STORY Z RESIDENCE O F.F.= 22.72' O LOT 229 O N O 0 5.0' A5 ``,^ COV•D. 5.00' L 5.00' 21'3 16.1 ' BRICK BRICK WALK DRIVE l 5.20' 25.20' ( j nu, 10' UTIL. ESMT.I I - 17.14' V SET N&D 5' CONC. WALK SET NL1cD 14596 14596 N 89058'00" E (B.B.) 40.00' RED ROSS' LAiVE 50' UTILITY do ACCESS R/W) TRACT I G ti ., G p 0 QQL PROPOSED FINISHED SPOT GRADE ELEVATION PER DRAINAGE PLANS BUILDING SETBACKS, PROPOSED DWJNAGE FLOW FRONT - 25' LOT GRADING TYPE A REAR 15' PROPOSED F.F. PER PLANS a 22.7' +} SIDE = 5.0' PROPOSED GRADE PER CONSTRUCTION PLAN ++ SIDE CORNER - 10' LOT 231 CRUSEiVHEYER—SCOTT IO WA AVENUE LEGEND - LCGCND - R/W VARIES) P PLAT N 89058'00" E 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 40.00' FIELD SET 1/2"l. R. 1.6'x1.6' SET 11271.R. 14596 0.8 ONC 1114 96 ro1M ON LINO TYPICAL B WALL COLUMNS IP. 0 99,0ro 0.8' DN O. I. THE UNDERSIGNED DOES NERD9Y CERTIFY THAT THIS SURVEY MEE75 THE STANDARDS OF PRACTICE SET FORTH SY THE FLORIDA BOARD Or IO' LANDSCAPE WALL, FENCE ES T. IROM ROD COfRCIC MILL ENT459 0 26.80' PROFE=XAL SURVEYORS AND MAPPERS IN CHAPTER W-17 FLORIDA ADUWWR47W CODE PURSUANT To SECRDN smov, FLORIDA STATUES ryb 34.60' m 2. UNLESS EMDOSSED WON SURMFORS SIGNATURE AND ORIGINAL RAISED SEAL THIS SURVEY MAP OR COPIES ARE NOT VALID. L LOT 230 { 5.00' 16.1' 3. 1HIS SUNYE:' WAS PREPARED FROM I11TE INFORMATION FURNISHED 10 THE SVRVEY'OR. THERE MAY BE OTHER RESTRICTIONS Pat COV'D. 3.6x3.5' El CALL CED ALCULATED DTNESS BRICK AC PAD P.O.C. 5.00' RR 5.00' 4• NO UNDERGROUND IMPROVELIENTS HAVL BUN LOCATED UNLESS OTHERWISE SHOWN. 30.0' CENTERLINE TWO STORY Z RESIDENCE O F.F.= 22.72' O LOT 229 O N O 0 5.0' A5 ``,^ COV•D. 5.00' L 5.00' 21'3 16.1 ' BRICK BRICK WALK DRIVE l 5.20' 25.20' ( j nu, 10' UTIL. ESMT.I I - 17.14' V SET N&D 5' CONC. WALK SET NL1cD 14596 14596 N 89058'00" E (B.B.) 40.00' RED ROSS' LAiVE 50' UTILITY do ACCESS R/W) TRACT I G ti ., G p 0 QQL PROPOSED FINISHED SPOT GRADE ELEVATION PER DRAINAGE PLANS BUILDING SETBACKS, PROPOSED DWJNAGE FLOW FRONT - 25' LOT GRADING TYPE A REAR 15' PROPOSED F.F. PER PLANS a 22.7' +} SIDE = 5.0' PROPOSED GRADE PER CONSTRUCTION PLAN ++ SIDE CORNER - 10' LOT 231 CRUSEiVHEYER—SCOTT Lac ASSOC, INC. — LAND SURVEYORS LEGEND - LCGCND - P PLAT FDL 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 F FIELD lYr. ro1M ON LINO TYPICAL IP. IRON PVC AC• POINT Or RCVC Mr CURVATURE I. THE UNDERSIGNED DOES NERD9Y CERTIFY THAT THIS SURVEY MEE75 THE STANDARDS OF PRACTICE SET FORTH SY THE FLORIDA BOARD Or IRC.M. IROM ROD COfRCIC MILL ENT459 PCL RAPMR. POINT Or COPOUND CURVATURC RADIAL PROFE=XAL SURVEYORS AND MAPPERS IN CHAPTER W-17 FLORIDA ADUWWR47W CODE PURSUANT To SECRDN smov, FLORIDA STATUES L.R. • 1/2• IR ./BLB 139A NA. NON -RADIAL 2. UNLESS EMDOSSED WON SURMFORS SIGNATURE AND ORIGINAL RAISED SEAL THIS SURVEY MAP OR COPIES ARE NOT VALID. REC.SCT VP. PC 3. 1HIS SUNYE:' WAS PREPARED FROM I11TE INFORMATION FURNISHED 10 THE SVRVEY'OR. THERE MAY BE OTHER RESTRICTIONS Pat POINDTor BEGINNING CALL CED ALCULATED DTNESS OR EATEMEMS TINT AFFECT THIS PRDROM.. P.O.C. POINT Or COMMENCEMENT RR PERMANENT RCrO1CNCE NOWU NCHT 4• NO UNDERGROUND IMPROVELIENTS HAVL BUN LOCATED UNLESS OTHERWISE SHOWN. CENTERLINE FF. FINISHED FLOOR ELEVATION 7. THIS SURKY IS PROMM FAR THE SOLE BENEFIT OF THOSE CERRFTW TO AND SHOULD NOT BE REUCD UPON BY ANY 0171ER OT7ITY NNl0RN NAIL L D1SK RIGHT-Or-VAY DSLBIL BUILDING SETBACK LITS BASE MARK 6. O JENSIow SHOWN FOR THE LOCA110N Or /MPROVCNENTS HEREON SHOULD NOT BE USED 10 RECONSTRUCT BOUNDARY LINES. ESN T. N. BERBASEBLARING 7. BEARINGS, ARE BASED ASSUMED OMTVU AND ON ME UNE SHOWN AS MSE BEARING (B.B.) W.M. DRAINANT DRAINAGE 6. ELNAT,FiNS, IF SHOWN, ARE BASED ON M110NNL GEODETIC M1VY OF IpJp, UNLESS OTHERWISE N07LD. VTIL UTILITY V. CCROnE4TE Or AUTNOPIIATION No. 4506. CLIC.CHAIN VDFC. LINK FENCE VOOD FENCE C/5P.C. CONCRETE BLOCK POINT Or CURVATURE SCALE I 1' 20 -1 DRAWN BY. •rA T.• OE•:E. POINT OF TANGENCY DESCRIPTION CEP.IIFTED BY. DATE ORDER No. i• RA C1LLENGTH PLOT PLAN 05-15-2018 3069-18 C CSD FORMBOARD FOUNDATION/ELEVS. 07-20-2018 4788-18 C.IL CWMD BEARING NORTH FINAL/ELEVS. 11-16-2018 7601-18 THIS BLINDING/PROPERTY DOES.NOT UE WHIM W THE CSTABUSHEO 100 YEAR FLOOD PLANE AS PER nRAl' T CRUSEN R, R.L.S. / 4714 ZONE •x' MAP / 12117C 0055 F. W. SCO , R.LS 1 4801 DESCRIPTION AS FURNISHED: Lot 230 , THORNBROOKE PHASE 4, as recorded in Plat Book 81, Pages 70 thru 71, Public Records of Seminole County, Floriclo. BOUNDARY FOR/CERTIFIED TO: Taylor Morrison of Florida, Inc O'kSj" IOWA AVENUE 34.80' C LOT 230 R/W VARIES) N 89058'00" E 40.00' LANDSCAPE & WALL,' FENCE aSMT. o-DyY3 IV _ 5.00' 30.0' 34.80' 34.80' C LOT 230 f 5.00' L07 = •I.n00 s4.FI 40.00' LIVING = 1.157 SO.F7 o GARAGE - 4$1 SO rT. BUILDING SETBACKS: ENIRY = 74 5f)•17 PROPOSED DRAINAGE FLOW K RED ROSS' LANA' 403N/ A 54 FT. DRE DRIVEWAY' DRIVEWAY = 403 50. FT. REAR 15' PROPOSED INFORMATION SHOWI4 A/C PAD = 12 $O. r.. 50' UTILITY & ACCESS R/W) TRACT 1 WALKWAY = 76 S4 FI. x J9 O to p y1 t G 0 '60 O `l' GQO FORMBOARD FOUNDATION TOP OF FORMS 22.73' PROPOSED GRADE PER CONSTRUCTION PLAN + O SOD = ".('00 30.171. GRUS''NME'Y'R-SCOTT ASSOC., INC. - LAND SURVEYORS LEGEND - LEGEND - 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 LOT 229 C NOTES: F • FIELD IYP. • TYPICAL PR • PO MY Or RCVERSE CURVATURE 1. INC UNDERSIGNED DOES HEREBY CERTBY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD Or O LOT 231 PROFESSIONAL SUR AND MAPPERS W CINPMR 'W-17 FLORIDA ADMDOSTRAIVE CODE PURSUANT TO SECTION 472.027. FLORIN STATUES IR. CH • CONCRETE 1ORIMENT RAD. • RADIAL O SCT IA. • 1/2' IR •/DED 4396 N.R. NON -RADIAL J. THIS SURVEY WAS PREPARED IRON MU INFORMATION FURNISHED 10 MC SURVEYOR. MERE WY BE OTHER RESTRICTTOHS O OR CASO40YTS•MAT AFFECT TMD' P.TONUITY. 4. NO UNpCRCR011ND WPROVEMUFIS IIAYE B[FN LOCATED UNLESS OTHERWISE SHOWN O 3. THIS SUPVEf I9 PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON NT ANF OTHER ENTITY NPD • MAIL OLILI DIS DSL WILDING SETDACK LINE 0 oWCHSIONS SHOWN FOR ME LOCATION OF WPROVENEMS HEREON SHOULD NOT BE USED TO RCCONSIRUCT BOUNDARY UNES. V/V RIGHT-Or-vnY DFI DENCNUARK 5.05.Do. ESMT. • EASENCNI D.R. PASE REARING S. CLEVATIONS, IF SHOWN. ARE BASED ON NATIONAL GEODETIC DATUM OF IR2N. UNLESS OTHERWISE NOTED. 0i 21.3' 5.00' 48.20• 25.20' 25.20' I10' U17L ESMT. I P.C. 17.14' N 89°58'00" E 10 ON LOT ARQ OALGOLAIION: L07 = •I.n00 s4.FI 40.00' LIVING = 1.157 SO.F7 13Q. SIDEWALK = 200 SO.FT. GARAGE - 4$1 SO rT. BUILDING SETBACKS: ENIRY = 74 5f)•17 PROPOSED DRAINAGE FLOW LANA) = 128 SO ri RED ROSS' LANA' 403N/ A 54 FT. DRE DRIVEWAY' DRIVEWAY = 403 50. FT. REAR 15' PROPOSED INFORMATION SHOWI4 A/C PAD = 12 $O. r.. 50' UTILITY & ACCESS R/W) TRACT 1 WALKWAY = 76 S4 FI. x J9 IMPERVIOUS= 40.9 2.301 SO.FI. S(! ri. to p y1 t G 0 '60 O `l' GQO SOD = 2.497 Orr LOT AREA C'1LCULAT10N5 Gi 05 G R/W = 189 so FT. OQ MESON = 88 Q PROPOSED = FINISHED SPOT GRADE ELEVATION 13Q. SIDEWALK = 200 SO.FT. PER DRAINAGE PLANS BUILDING SETBACKS: SOD = 101 SOFT. PROPOSED DRAINAGE FLOW FRONT a 25' A - A A _ LOT GRADING TYPE A REAR 15' PROPOSED INFORMATION SHOWI4 AREA = 5, 189 SO FI PROPOSED F.F. PER PLANS - 22.7' SIDE - 5.0' DASCD ON SUPPLICD PLAN DRIVEWAY _ 491 SO.`7 SIDE CORNER - 10' AND/OR INSTRUCTIONS PER SIDEWALK 276 S0. ` 7 PROPOSED GRADE PER CONSTRUCTION PLAN + CLIENT NO! FIELD VERIFIED SOD = ".('00 30.171. GRUS''NME'Y'R-SCOTT ASSOC., INC. - LAND SURVEYORS LEGEND - LEGEND - 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 P • PLAT PDL • POINT ON LINE NOTES: F • FIELD IYP. • TYPICAL PR • PO MY Or RCVERSE CURVATURE 1. INC UNDERSIGNED DOES HEREBY CERTBY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OrIP. • IRON PIPC 111011 ROD " Cr, E, PON Or CpIPOUND CURVATVRC PROFESSIONAL SUR AND MAPPERS W CINPMR 'W-17 FLORIDA ADMDOSTRAIVE CODE PURSUANT TO SECTION 472.027. FLORIN STATUES IR. CH • CONCRETE 1ORIMENT RAD. • RADIAL 2. UNLESS EMBOSSED WITH SURVEYOR'S SIGNATURE AND ORIGINAL RASD SEAL THIS SURVEY OLAP OR COPoES ARE N07 VALID SCT IA. • 1/2' IR •/DED 4396 N.R. NON -RADIAL J. THIS SURVEY WAS PREPARED IRON MU INFORMATION FURNISHED 10 MC SURVEYOR. MERE WY BE OTHER RESTRICTTOHS RCC RECOVCRCD V.P. VITHESS POINT PA.D. • P01N1 Or DCGINRIIHG CALC •CALCULATED OR CASO40YTS•MAT AFFECT TMD' P.TONUITY. 4. NO UNpCRCR011ND WPROVEMUFIS IIAYE B[FN LOCATED UNLESS OTHERWISE SHOWN PAI. •POINT Or COMMCNCENENT PRN • PERMAN(N/T REICRENCE MONUMENT IF. • FINISMCD FLOOR CLCVAIt@1 3. THIS SUPVEf I9 PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON NT ANF OTHER ENTITY NPD • MAIL OLILI DIS DSL WILDING SETDACK LINE 0 oWCHSIONS SHOWN FOR ME LOCATION OF WPROVENEMS HEREON SHOULD NOT BE USED TO RCCONSIRUCT BOUNDARY UNES. V/V RIGHT-Or-vnY DFI DENCNUARK 7. BEARLNCS. ARC FUSED ASSUMED DATUM AND ON ME UNE SHOWN AS BASE BEARWO (B•B.) ESMT. • EASENCNI D.R. PASE REARING S. CLEVATIONS, IF SHOWN. ARE BASED ON NATIONAL GEODETIC DATUM OF IR2N. UNLESS OTHERWISE NOTED. DR41N. DRAINAGE UT11.. • UTILITY D. CERTIFICATE OF AUTHORIZATION ND. 4MO. arc. • CHAINLINK FENCE VDF. VOOD rCNCEC. C/D • CONCRETE MACK SCALE 1• 20 DRAWN or ••• P•C • POINT Or CURVATURE ORDER No. P.1 • POINT Or TANGENCY 2) CERTInEO BY. -- -- - - i RSC. DE uS 710" T PLOT PLAN 05-15-2018 3009-18 L• ARC LENGIH DELTA rORMBOARD FOUNDATION/ELEVS. 07-20-2018 4788-18 C.S. - CHORD REARING NORTH THIS BUILOING/PROPERTY DOES.NOT UE WITHIN - — -==`D— THE ESTABUSN£D 100 YEAR FLOOD PLANE AS PER FIRM' TO X. 11),S ENRjLS. / 4714 ZONE 'C MAP I 12117C 0055 F. OTT RLS4801