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564 Red Rose Ln 18-2445; NEW SFHCOUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100005 BUILDING APPLICATION #: 18-10000571 BUILDING PERMIT NUMBER: 18-10000571 DATE: June 27, 2018 UNIT ADDRESS: RED ROSE LANE 564 21-19-30.510-0000-2280 TRAFFIC 20NE: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: 564 RED ROSE LANE / THORNBROOKE PHASE 4 SFR FEE BENEFIT RATE UNIT CALL UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Single Family ROADS -COLLECTORS Housing 705.00 1.000 dwl unit 705.00 Single Family N/A Housing 00 1.000 dwl unit 00 FIRE ESCUE N/A LIBRARY CO -WIDE ORD 00 Single Family SCHOOLS Housing 54.00 1.000 dwl unit 54.00 Family CO -WIDE ORD Housing 5,000.00 1.000 dwl unit 5,000.00PARSingleKSN/A LAW ENFORCE N/A 00 DRAINAGE N/A 00 00 AMOUNT DUE 5,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN RERUEST WITHIN 45 CALENDAR DAYS OF THE DATE ABOVE BUT NO LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356, PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE +OP 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 THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE Parcel ID Number: t I 1 .,,• E 10 -- 0000 Prepared By Daphne Clark and Taylor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. c' :;.€ .. r Vi7. The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. I . Description of property : LOT 2 7 Legal Description: Thornbrooke Phase 0, according to the plat thereof, as recorded in Plat Book,LPage7- 14the public records of Seminole County, Florida. Addresses : J 1 ICGc Qf 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 ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTENT TO OBTAIN FINANCING, CONSULT YOUR LENDER OT ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. 11. Date Signed : 4r/„t Signature of Owner's Agent: X. ,= eayn Asa Wright lor Morrison of Florida Sworn to and subscribed before me this by John Asa Wright personally known to me. Notary Public DA Clark My commission expires 6/27/19 Serial No. FF 209108Signature:' td tr t f + -Z, 6 L& CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 16 -c , L15 Documented ustruction Value: $ Job Address: E64) VA k 4 W Historic District. Yes [I No D Parcel ID: 2,1 19-30-SIQ -00001d 0 Residential R commercialEl Type of Work: New nX AdditionEl Alteration El RepairEl DemoEl Change of Use El MoveEl Description of Work: NEW SINGLE EAMILY HQME - THQRNEBBQQK EHASE LOT NUMBER: 2 1Zr Plan Review Contact Person. Daphne Clark Title: Phone: 40Z-25Z-694Q - Fax: Email: dapbne&Ee[mitsEermil Fermits.cQm 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: Street: City, St, Zip: Bonding Company: NIA Address: Phone: Fax: E-mail: Mortgage Lender: N/ A Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I 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 of application and the code in effect as of that date: 51h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be public records of this county, and there may be additional permits required from other governmental entities such as water districts, state agencies, or federal agencies. f 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. ol'Owber/Agent /1111 Date TAYLOR MOF Print Owner/Agent's Signature of Wtary-State of Florida Date D. A. C1M MY COMMISSION # FF 2" EXPIRES: June 27,2019 8W* Thru Budget Notary Sertim Owner/Agent is yam Personally Known to Me or Produced ID _N/A Type of ID Z6 nature of Contractor/Agent RatQ( JOHN ASA WRIGHT Print Contractor/Agent's Name Signature of Notary -State of lorida Date f, D.A. aARK My COMMISSION # FF EXPIRES: June 27 20194" 0,01,131* 8"* Thru Budget " Contractor/Agent is YES Personally Known to Me or Produced ID _NIA Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Buildingg Electrical®' Mechanical PlumbingPj Gas[] Roof[] Construction Type: \11 9-> Occupancy Use: Flood Zone: - 6 EL Fr --rA t i 4-M Total Sq Ft of Bldg: ?2,2L41 Min. Occupancy Load: k'-? # of Stories: New Construction: Electric - # of Amps Plumbing - #of Fixtures Z?- Fire Sprinkler Permit: Yes No of Heads APPROVALS: ZONING: l UTILITIES: ENGINEERING: (9-LL116 FIRE: COMMENTS: with setbacks and impervious area 4aasio,sia , &L, ER Fire Alarm Permit: YesE] No E] WASTE WATER: BUILDING: ,. Ze- (S Revised: June 30, 2015 Permit Application I CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 19- LA51 Documented Construction Value:$ Job Address: L t7 "-I I K o _/- W Historic District: Yes 0 No nX Parcel ID: ZI 19-30- 0 -0000-LZ Z 0 Residential [X-1 commercial 0 Type of Work: New OX AdditionEl AlterationEl Repair 0 DemoEl Change of UseEl Move El Description of Work: NEVV SINGLE EAMILY HQME - JHQBNEBHQ0K PHASE LOT NUMBER: No' Plan Review Contact Person: Daphne Clark Title: Phone: 40Z-25Z-6940 - Fax: No" M-81TIT.-TOOMMIM2.7mil MU4011• Property OwnerInformation Name TAYLOR MORRISON OF FLORIDA INC Phone: 407-629-0077 Street: 151 SOUTHHALL LANE # 200 Resident of property? : NO City, State Zip: MAITLAND FL 32751 Contractor Information Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Street: 151 SOUTHHALL LANE# 200 Phone: 407-257-6940 Fax: City, State Zip: MAITLAND FL 32751 State License No.: CBC1257462 Arch itect/Eng I nee r Information Name: Street: City, St, Zip: Bonding Company: N/A Address: Phone: Fax: E- mail: Mortgage Lender: NJA 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, beaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5"' 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 t 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. D. A OtARlC 4 MY OOMMINON I FF 209108 A EXPIRES: June 27, 2019 8otbed11uVN*etN0arySer*a Owner/Agent is yM Personally Known to Me or Produced ID _N/AType of ID nature of ContractodAgent Dat JOHN ASA WRIGHT Print Contractor/Agent's Name Signature of Notary -State of Florida Date Wy P, D. A OAK MXaOWISSIONIFF2NIo8 1 ` EXPIRES:June 27 2019 0F"" 8"*ThruOL1*1Notaryswk", Contractor/ Agent is YES Personally Known to Me or Produced ID _ Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical[] Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps. Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures. Fire Alarm Permit: Yes No UTILITIES: 4 t%`WASTE WATER: I BUILDING: Revised: June 30, 2015 Penn it Application 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: daphneCd)permitspermitspermits.com Property Address: 564 Red Rose Lane Property Owner: Taylor Morrison of Florida, Inc. Parcel identification Number: 21-19-30-510-0000-2280 Phone Number: 407-629-0077 Email: The reason for the flood plain determination is: 0 New structure El Existing Structure (pre-2007 FIRM adoption) F-1 Expansion/Addition 0 Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0055 F Map Date: September 28, 2007 The referenced Flood Insurance Rate Map indicates the following: F-1 The parcel is in the: El floodplain El floodway A portion of the parcel is in the: E] floodplain El floodway W The parcel is not in the: W floodplain F-1 floodway F-1 The structure is in the: D floodplain 0 floodway El The structure is not in the: F-j floodplain E] floodway If the subject property is determined to be flood zone W, the best available information used to determine the base flood elevation is: BP# 18-2445 Reviewed by: Michael Cash, CFM Date: June 13, 2018 13 D Application for Right -of -Way Use for Driveway, Walkway & Landscape FO ,R I DOR %D 1877 11 Department of Planning & Development Services www.santordfl.gov 300 North Park Avenue, Sanford, Florida 32771 Phone: 407.688,5140 Fax: 407.688,5141 This permit authorizes work to be done in the City of Sanford's right-of-way in accordance with the City's regulations and the attached construction plans approved as part of this permit. It does not approve any work within any other jurisdiction's right-of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the size and location of the existing right—of-way and use shall be provided or application could be delayed. 0Kr4wwhid's WIM 77M"B&OW Call before you dig. 1. Project Location/Address: _ V 4 1 a o fc L& 2. Proposed Activity: V/Driveway E]Walkway El Other: 3. Schedule of Work: Start Date Completion Date Emergency Repairs 4, Brief Description of Work: M111AFA1A Y 15Z AL6 1 Wj!, This application is submitted by: Property Owner. Signature: Print Name: AV _ L1___ 4— hwyk5 Address: IV W&Jjj e 44XE#-3X &61&d&4 R, 9XIC Phone:4g7n&[Z-J1 Y Date: 4 0 Fax- dYA1L91L&r1 "Llit Maintenance Responsibilities/indemnification The Requester, 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. Requester may, With written City authorization, remove said installabonfimprovement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requester 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 Requesters expense arid, if necessary, file a lien on the Requester's property to recover costs of restoration. To the fullest extent permitted by law, Requester agrees to defend, indemnity, and hold harmless the City, its councilpersons, agents, servants, or employees appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City's right-of-way, I have read and understand the above statement and by signing this application I agree to Its terms. I hereby understand to pay all city fees related to this application as required by the city's adopted Fee Resolution. Signature: Date: 'r / 2(&t This permit shall be posted on the site during construction. Please call 407.688.6080, Ext. 6401 24 hours in advance to schedule a pro -pour Inspection. Pre -pour Inspection by: Date: In September 2010 ROW Use Driveway,pdt SCPA Parcel View: 21-19-30-510-0000-2280 http://parceldetail.scpafl.org/ParceiDetaiIInfo.aspx?PiD=z2ll9305 100... PEQ22dy ftrmd Qacd Parcel: 21-19-30-510-0000-2280 Property Address: 564 RED ROSE LN SANFORD, FL 32771 Parcel Information Value Summary Parcel 21-19-30-51 G-0000-2280 2018 Working 2017 Certified Values Values Owner(s) TAYLOR MORRISON OF FL INC Valuation Method Cost/Market Cost/Market Property Address 564 RED ROSE LN SANFORD, FL 32771 Number of Buildings 0 0 Mailing 151 SOUTHALL LN STE 200 MAITLAND, FL 32751 Depreciated Bldg Value Subdivision Name THORNBROOKE Ph&$5A Depreciated EXFT Value Tax District Sl-SANFORD Land Value (Market) 40,000 26,050 DOR Use Code 00-VACANT RESIDENTIAL Land Value Ag Exemptions Just/Market Value 40,000 26,050 Portability Adj 98.36 80,76 57,97 40 40 Save Our Homes Adj 0 0 228 229 230123 Amendment I Adj P&G Ad, 0 0 12,784 0 Assessed Value 40,000 13,266 27 C:> Tax Amount without SOH: $336A ZQjZjA&BAhmQ= 336.00 Tax —Estimator Save Our Homes Savings: $0,00 35,16 Does NOT INCLUDE Non Ad Valorem Assessments 140 Seminole County GIS Legal Description LOT 228 THORNBROOKE PHASE 4 PS 81 PGS 70-71 Taxes Taxing Authority County General Fund Schools City Sanford SJWM(Saint Johns Water Management) County Bonds Sales Description Date Find Comparable Sates Land Method Frontage LOT Building Information Permits Permit # Description Assessment Value Exempt Values 40,000 40,000 40,000 40,000 40,000 Book Page Amount No Sales Depth Units Units Price Agency Amount CO Date Qualified Taxable Value 0 40,000 0 40,000 0 40,000 0 40,000 0 40,000 Vac/Imp Land Value 40,000.00 $40,000 Permit Date 1 of 2 5/24/2018,10:43 AM REQUIRED INSPECTION SEQUENCE TAYLOR MORRISON SFR-DETACHED Permit 9 BUILDING PERMIT Min Max Inspection Description 10 Form board / Foundation Survey 10 Slab / Mono Slab Pre our 20 Lintel / Tie Beam / Fill Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 30 50 Final Window 40 Roof Dry In 50 Frame 60 Insulation Rough In 70 Drywall / Sheetrock 40 70 Lath Inspection 50 1000 Final Roof 50 1000 Final Stucco / Siding 80 1000 Insulation Final 1000 Final Single Family Residence ELECTRICAL PERMIT Min Max Inspection Description 10 Electric Underground 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final Min. Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final 5!Wib PtRM Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot228ThornbrookeAnastasiaGLSE Builder Name: Taylor Morrison A Street: 564 RED ROSE LANE Permit Office: 8 - 2 4 4 5 City, State, Zip: Sanford , FL , 32771 Permit Number Owner: Jurisdiction: 691500 Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2 1. New construction or existing New (From Plans) 9. Wall Types(3145.8 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=1 3.0 1521.00 ft' b. Concrete Block - Int Insul, Exterior R=41 1380,60 112 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=1 3.0 244,22 ft' 4. Number of Bedrooms 4 d. N/A R= ft2 10. Ceiling Types (1482,0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=38.0 1482.00 ft' 6. Conditioned floor area above grade (ft') 2582 b. N/A R= ft, Conditioned floor area below grade (W) 0 c. N/A R= ft, 11. Ducts R ft' 7. Windows(344,9 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 293A a. U-Factor: DbL U=0.34 272,92 ft' b. Sup: Attic, Ret: 2nd Floor, AH: 2nd Floor 6 223 SHGC: SHGC=0.31 b, U-Factor: Dbl, U=0.58 72.00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.32 a. Central Unit 25.2 SEER:16.00 b. Central Unit 25.2 SEER:16.00 c, U-Factor: N/A ft, SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft, a. Electric Heat Pump 21.8 HSPF:8.50 SHGC: b. Electric Heat Pump 21,8 HSPF:8.50 Area Weighted Average Overhang Depth: 3,018 ft. Area Weighted Average SHGC: 0.312 14. Hot water systems a, Electric Cap: 50 gallonsFloorTypes (2582.0 sqfL) Insulation Area EF: 0,950 a. Slab -On -Grade Edge Insulation R=0.0 1467.00 W b. Conservation features b. Floor Over Other Space R=0.0 1102.00 ft2 None c. other (see details) R= 13.00 ft' 15. Credits Pstat Glass/Floor Area: 0.134 Total Proposed Modified Loads: 71.15 PASSTotalBaselineLoads: 76.10 1 hereby certify that the plans and specifications covered by Review of the plans and VIE SN, this calculation are in compliance with the Florida Energy specifications covered by this Code. calculation indicates compliance with the Florida Energy Code. PREPARED BY: Before construction is completed DATE: 5/16/18 this building will be inspected for compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code C, 01) WE OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: 41- Z& - I 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 R402.4,11.1 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 4:11 PM EnergyGauge(0 USA FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2017 PROJECT Title: Lot228ThornbrookeAnastasia Bedrooms: 4 Address Type: Street Address Building Type: User Conditioned Area: 2582 Lot it 281 Owner Name: Total Stories: 2 Block/Subdivision: Thombrooke of Units: 1 Worst Case: No PlatBooki Builder Name: Taylor Morrison Rotate Angle: 0 Street: 564 RED ROSE LANE Permit Office: Cross Ventilation: No County: Seminole Jurisdiction: 691500 Whole House Fan: No City, State, Zip: Sanford , Family Type: Single-family FL , 32771 New/Existing: New (From Plans) Comment: CLIMATE V Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site 97.5 % 2.5% Winter Summer Degree Days Moisture Range FL, Orlando FL ORLANDO INTL AR 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1467 13643.1 2 Block2 1115 10035 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 1st Floor 1467 13643.1 Yes 5 1 1 Yes Yes Yes 2 2nd Floor 1115 10035 No 0 3 1 Yes Yes Yes FLOORS VFloor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet I Floor over Garage 2nd Floor ---- ---- 13 f12 19 0 0 1 2 Slab -On -Grade Edge Insulatio 1st Floor 147.9 ft 0 1467 ft' 0,38 0 0.62 3 Floor Over Other Space 2nd Floor ---- ---- 1102 ft' 0 0 0 1 ROOF Roof Gable Roof Solar SA Ernitt Emitt Deck Pitch It Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Gable or Shed Composition shingles 1655 ft' 370 ft' Medium 0,85 N 0,85 No 0 26,6 ATTIC V/ ff Type Ventilation Vent Ratio (11 in) Area RBS IRCC 1 Full attic Vented 300 1480 RI N N 5/16/2018 4 : 11 PM EnergyGauge(O, USA - FlaRes2017 Section R405.4,1 Compliant Software Page 2 of 5 FORM R405-2017 CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) 1st Floor 38 Blown 13 ft' 0,11 Wood 2 Under Attic (Vented) 2nd Floor 38 Blown 1469 I'V 0.11 Wood WALLS Adjacent cavity Width Height Sheathing Framing Solar BelowV # Ornt To Wall Type Space R-Value Ft In Ft In Area R-Value Fraction Absor. Grade% 1 NW Exterior Frame - Wood 2nd Floor 13 30 0 9 0 270,0 11' 0 0.23 0,6 0 2 NW Exterior Concrete Block - Int Insul 1st Floor 4.1 30 0 9 4 280.0 ft' 0 0 0.6 0 3 SW Exterior Frame - Wood 2nd Floor 13 54 6 9 0 490,5 ft' 0 0.23 0.6 0 4 SW Exterior Concrete Block - Int Insul 1st Floor 41 54 6 9 4 508,7 ft, 0 0 0.6 0 5 SE Exterior Frame - Wood 2nd Floor 13 30 0 9 0 270,0 ft' 0 0.23 0.6 0 6 SE Exterior Concrete Block - Int Insul 1st Floor 4,1 5 6 9 4 51,3 ft' 0 0 0.6 0 7 E Exterior Concrete Block - Int Insul 1st Floor 4,11 4 11 9 4 45.9 ft' 0 0 0.6 0 8 NE Exterior Frame - Wood 2nd Floor 13 54 6 9 0 490.5 ft' 0 0.23 0.6 0 9 NE Exterior Concrete Block - Int Insul 1st Floor 4.1 53 0 9 4 494.7 ft' 0 0 0.6 0 10 Garage Frame - Wood 1st Floor 13 26 2 9 4 244,2 ft' 0 0.23 0,01 0 DOORS V ft Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 Wood 1st Floor None 25 2 7 6 8 17,2 ft' 2 E Wood 1st Floor None 25 3 8 24 ft' WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 NW 1 Vinyl Low-E Double Yes 0,34 0,31 N 30,0 It' 1 ft0in 1 ft0in Drapes/blinds Exterior 5 2 NW 1 Vinyl Low-E Double Yes 0,34 0,31 N 40,0 ft' 1 ft 0 in 1 ft 0 in Drapes/blinds None 3 NW 2 Vinyl Low-E Double Yes 0,34 0.31 N 58.6 ft' 1 ft 0 in 11 ft8 in Drapes/blinds Exterior 5 4 NW 2 Metal Low-E Double Yes 0,58 0,32 N 72,0 ft' 10 It 8 in 0 It 0 in None None 5 SW 3 Vinyl Low-E Double Yes 0.34 0,31 N 30.0 It' 1 ft 0 in 1 ft 0 in Drapes/blinds Exterior 5 6 SW 4 Vinyl Low-E Double Yes 0,34 0,31 N 391 ft' 1 It 0 in 11 ft 8 in Drapes/blinds Exterior 5 7 SE 5 Vinyl Low-E Double Yes 0,34 0,31 N 30.0 ft' 1 ft 0 in 1 Q 0 in Drapes/blinds Exterior 5 8 NE 8 Vinyl Low-E Double Yes 0.34 0.31 N 6.0 ft' 1 ft 0 in 1 ft 0 in Drapes/blinds Exterior 5 9 NE 8 Vinyl Low-E Double Yes 0.34 0.31 N 15.0 ft' 1 It 0 in 1 ft 0 in Drapes/blinds Exterior 5 10 NE 9 Vinyl Low-E Double Yes 034 0,31 N 5,0 ft' 1 ft 0 in 11 ft 8 in Drapes/blinds Exterior 5 11 NE 9 Vinyl Low-E Double Yes 0,34 0,31 N 193 ft' 1 ft 0 in 11 ft 8 in Drapes/blinds Exterior 5 5/16/2018 4:11 PM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2017 GARAGE VIf Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 455 ft2 455 ft 2 64 ft 8 It INFILTRATION Scope Method St...A CFM 50 FLA EqLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000408 2762A 151.65 285,21 3666 7 HEATING SYSTEM V 9 System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:8.4999 21.8 kBtu/hr 1 sys#1 2 Electric Heat Pump/ Split HSPF:8.4999 21.8 kBtu/hr 2 sys#2 COOLING SYSTEM V # System Type Subtype Efficiency Capacity Air Flow SHR, Block Ducts 1 Central Unit/ Split SEER: 16 25.2 kBtu/hr cfm 0.75 1 Sys# 1 2 Central Unit/ Split SEER: 16 25.2 kBtu/hr cfrn 0.75 2 sys#2 HOT WATER SYSTEM V# System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0,95 50 gal 62.3 gal 120 deg None SOLAR HOT WATER SYSTEM VFSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ftz DUCTS Supply ---- Return ---- Air CFM 25 CFM25 HVAC It V # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 293A It Attic 73,35 It Default Leakage 2nd Floor (Default) (Default) 1 1 2 Attic 6 223 ft' 2nd Floor 55,75 ft Default Leakage 2nd Floor (Default) (Default) 2 2 5/16/2018 4 : 11 PM EnergyGaUqe USA - FlaRes2017 Section R405,4.1 Compliant Software Page 4 of 5 FORM R405-2017 TEMPERATURES Prograrnable Thermostat Y Ceiling Fans: Coolie Jan Feb Mar Apr Mal Jun JuJXJ Au Sep O Xd Nov Dec at J Heating JanH Febb Mar j r I yiMay Jun JulXj Aug Xj tOctNov X Dec Venting Jan Feb XX Mar Apr May Jun Jul Aug Sep Oct x Nov De 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 4,11 PM EnergyGauge(R) USA - FlaRes2017 Section R405.4.1 Compliant Software Page 5 of 5 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 93 The lower the EnergyPerformance Index, the more efficient the home. 564 RED ROSE LANE, Sanford, FL, 32771 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5, Is this a worst case? 6. Conditioned floor area (ft2) 7, Windows- Description a. U-Factor: Dbl, U=0,34 SHGC: SHGC=0.31 b. U-Factor: DIJI, U=0.58 SHGC: SHGC=0.32 c, U-Factor: N/A SHGC: d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: New (From Plans) 9. Wall Types Insulation Single-family a, Frame - Wood, Exterior R=1 3.0 b. Concrete Block - Int Insul, Exterior R=4.1 1 c. Frame - Wood, Adjacent R=1 3.0 4 d. N/A R= 10. Ceiling Types Insulation No a. Under Attic (Vented) R=38.0 2582 b. N/A R= Area c. N/A R= 272.92 ft2 11. Ducts a. Sup: Attic, Ret: Attic, AH: 2nd Floor b. Sup: Attic, Ret: 2nd Floor, AH: 2nd Floor 72.00 ft2 8. Floor Types Insulation a. Slab -On -Grade Edge Insulation R=0.0 b. Floor Over Other Space R=0.0 c. other (see details) R= 12, Cooling systems ft2 a. Central Unit b. Central Unit ft2 13. Heating systems a. Electric Heat Pump 3,018 ft. b. Electric Heat Pump 0.312 Area 14, Hot water systems 1467,00 ft2 a. Electric 1102.00 ft2 b. Conservation features 13,00 ft2 None 15, Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Co ature5,7 Builder Signature: ::7 141"1 Date: ff V Address of New Home: g0jr. L4 City/FL Zip: 32,771 Area 1521,00 ft2 1380.60 ft2 244.22 ftz ft2 Area 1482,00 ft: ft ft2 R ft2 6 293.4 6 223 kBtu/hr Efficiency 25.2 SEER:16.00 252 SEER116,00 kBtu/hr Efficiency 21,8 HSPF:8.50 21.8 HSPF:8.50 Cap: 50 gallons EF: 0.95 Pstat 111E IN 0 N 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 4 : 11 PM EnergyGauge(P) USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 QDEL-AIR Manual S Compliance Report Mama AM CNINMIM13 ahu 1 DEL -AIR HEATING & AIR CONDITIONING 531 CODISGO WAY, SANFORD, FL 32771 Phone. 407-333-2665 Fax 407333-3853 Wet) WWW.DEL-AIR.COM For: Taylor Morrison 564 RED ROSE LANE, Sanford, FL 32771 Design Conditions Job: Lot228ThornbrookeAna Date: 5/16/18 By: JA Outdoor design DB: 92.5°F Sensible gain: 17138 Btuh Entering coil DB: 75.0°F Outdoor design WB: 76.3°F Latent gain: 2611 Btuh Entering coil WB: 62,5°F Indoor design DB: 75.0°F Total gain: 19749 Btuh Indoor RH: 50% Estimated airflow: 840 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASH P Manufacturer: Lennox Model: 14HPX-024-203-21+CBA27UHE-024-230*++TDR Actual airflow: 840 cfm Sensible capacity: 19228 Btuh 112% of load Latent capacity: 3180 Btuh 122% of load Total capacity: 22408 Btuh 113% of load SHR: 86% Design Conditions Outdoor design DB: 41.7°F Heat loss: 16863 Btuh Entering coil DB: 70.0°F Indoor design DB: 70. O'F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-024-203-21+CBA27UHE-024-230*++TDR Actual airflow: 840 cfm Output capacity: 22168 Btuh 131% of load Capacity balance: 35 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 840 cfm Output capacity: 5.0 kW 100% of load Temp. rise: 18 OF Meets all requirements of ACCA Manual S. wrightsoft- 2018-May 16 16 11 18 Right-StiitM-VUniversal 2Ol8l8Ol3RSU24011 Page I tiastasi,,IGLSEi-ot228TIiornbrookeAnistisiaGLSE rup Calc = MJ8 House faces: SE DEL -AIR Manual S Compliance Report HUT11,11111 - AIR CONOMWO ahu 2 DEL -AIR HEATING & AIR CONDITIONING 531 GODISCO WAY. SANFORD. FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web WWW DEL -AIR COM For: Taylor Morrison 564 RED ROSE LANE, Sanford, FL 32771 Design Conditions Job: Lot228ThornbrookeAna Date: 5116/18 By: JA Outdoor design DB: 92.5°F Sensible gain: 16998 Btuh Entering coil DB: 78.0°F Outdoor design WB: 76.3°F Latent gain: 2941 Btuh Entering coil WB: 63.9°F Indoor design DB: 75.0°F Total gain: 19939 Btuh Indoor RH: 50% Estimated airflow: 840 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-024-230-21+CBA27UHE-024-230'++TDR Actual airflow: 840 cfm Sensible capacity: 18924 Btuh 111% of load Latent capacity: 3858 Btuh 131% of load Total capacity: 22782 Btuh 114% of load SHR: 83% Design Conditions Outdoor design DB: 41.7°F Heat loss: 13371 Btuh Entering coil DB: 69.0°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-024-230-21+CBA27UHE-024-230*++TDR Actual airflow: 840 cfm Output capacity: 22114 Btuh 165% of load Capacity balance: 29 IF Supplemental heat required: 0 Btuh Economic balance: -99 IF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 840 cfm Output capacity: 3.5 kW 88% of load Temp. rise: 13 IF Meets all requirements of ACCA Manual S. wrightsoft" 2018 May - 16 16 11 18 Righl-SuileO Universal 2018 18 0 13 RSU24011 Page 2 i)ast,,iaGLSEl,o[228ThortibrookeAn istasiaGLSE rup Gaic = MJ8 House laces. SE IRComponent Constructions Job: Lot228ThornbrookeAna RDEL-A Date: 5/16/18 HEATING ° AM CONKMtMG Entire House By: JA DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD. FL 32771 Phone: 407-333-2665 Fax 407-333-3853 Web WWW DEL -AIR COM For: Taylor Morrison 564 RED ROSE LANE, Sanford, FL 32771 Location: Orlando Intl AR FL, US Elevation: 95 ft Latitude: 28ON Outdoor: Heating Cooling Dry bulb (OF) 42 93 Daily range (OF) - 17 M Wet bulb (OF) - 76 Wind speed (mph) 15.0 7.5 Indoor: Indoor temperature (OF) Design TD (OF) Relative humidity (%) Moisture difference (gr/lb) Infiltration: Method Construction quality Fireplaces Heating 70 28 30 1.5 Simplified Average 0 Cooling 75 18 50 46.4 Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain ft, 131UW11" 'F Q-R,13tuh 13thiftl Btu h 13tuh/111 6h. h Walls 12C-Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board in[ tie 470 0,091 13.0 2.58 1209 2.34 1100 frish, 2"x4" wood frm, 16" o.c, stud se 240 0.091 13.0 2.58 618 2,34 562 sw 461 0.091 13,0 2.58 1186 2.34 1079 nw 200 0.091 13.0 2.58 515 2.34 469 all 1370 0.091 13.0 2,58 3528 2.34 3210 13A-2ocs: Blk wall, stucco ext, r-2 ext bd ins, 8" thk, 1/2" gypsum ne 470 0.201 0 5.69 2675 4,35 2046 board int fnsh 0 24 0.201 0 5.69 134 4.35 102 se 51 0.201 0 5.69 292 4.35 223 sw 470 0.201 0 5.69 2671 4.35 2044 11w 150 0.201 0 5.69 851 4.35 651 all 1164 0.201 0 5.69 6623 4.35 5067 Partitions 12C-Osw: Frm wall, r-13 cav ins, 1/2" gypsum board int frish, 2"x4" 227 0.091 13.0 2.58 583 1.44 327 wood frm, 16" o.c. stud Windows 2A-2ov: 2 glazing, Or low-e outr, air gas, vnl frm mat, clr innr. 1/4" gap, tie 6 0,340 0 9.62 58 22.9 137 1/8" thk; NFRC rated (SHGC=0,31); 50% drapes, medium; 1 ft overhang (3 ft window ht, 1 ft sep.), 6.67 It head ht 2A-2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, tie is 0.340 0 9.62 144 22.9 343 1/8" thk: NFRC rated (SHGC=0.31): 50% drapes, medium, 1 ft so 30 0340 0 9.62 289 21,9 656 overhang (5 ft window ht, 1 ft sep.); 6.67 ft head ht sw 30 0.340 0 9.62 289 21.9 656 f1w 30 0.340 0 9.62 289 22.9 687 11w 40 0.340 0 9.62 385 22.9 915 all 145 0.340 0 9.62 1395 22.5 3258 2A-2ov, 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, ne 5 0.340 0 9.62 48 22.9 115 1/8" thk; NFRC rated (SHGC=0,31), 50% drapes, medium, I ft overhang (3.17 ft window ht, 11.67 ft sep.), 6.67 ft head ht 2A-2ov: 2 glazing, cir low-eoutr, air gas, vnl ftrn mat, clr innr, 1/4" gap, ne 19 0.340 0 9.62 185 22.9 441 1/8" thk; NFRC rated (SHGC=0.31) 50% drapes, medium 1 ft overhang (6.25 ft window ht. 11,67 4 sep.); 6.67 ft head ht wrightsoft- 2018 May-16 16 11 18pir Righl-SwteO Universal 2018 18 0 13 RSU24011 Page 1 ACCN nas1asiaGLSFLot 228ThornbrookeAnastasiaOLSE rup Calc - MJ8 House faces 13F 2A-2ov: 2 glazing, clr low-e OLJtr, air gas, vni frm mat, clr intir, 1/4" gap, sw 39 0.340 0 9.62 374 23.5 913 1/8" thk; NFRC rated (SHGC=0.31)150% drapes. medium, 1 ft r1w 58 0.340 0 9.62 561 22.9 1334 overhang (6.3 ft window ht, 11.67 If sep.), 6.137 ft head ht all 97 0,340 0 9.62 935 23,1 2247 2A-2omd: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, nw 72 0.580 0 16.4 1182 32,0 2302 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.32); 10.67 If overhang (8 ft window ht, 0 ft sep.). 6.67 It head ht Doors 11 DO: Door, wd sc type e 23 0.390 0 11.0 250 12.0 272 1 17 0.390 0 11.0 190 12.0 207 all 40 0.390 0 11.0 440 12.0 478 Ceilings 1613-38ad: Attic ceiling, asphalt shingles roof mat, r-38 cell ins, 1/2" 1483 0-026 38.0 0.74 1091 1.41 2091 gypsum board int fnsh Floors 20P-19t: Fir floor, frm fir, 12" thkns, r- 19 cav ins, gar ovr 13 0.050 19'0 1.41 18 0.71 9 22A-tpl: Bg floor, light dry soil, on grade depth 148 0.989 0 28.0 4140 0 0 vvrightsoft- 2018-May-161611 18 Right-SuiteO Universal 2018 18 0 13 HSU24011 Page 2 nastasiaGLSEL-o1228TI)orribfookeAnastaitaCLSE iop Calc = MJ8 HOLISe IWe, SF IR Component Constructions Job: Lot228ThornbrookeAna T DEL-A Date: 5/16/18 WATING s AIR CMMTMMG ahu 1 By: JA DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO W". SANFORD. FL 32771 Phone 407-333-2665 Fax 407-333-3853 Web: WWW DEL-AIR.COM For: Taylor Morrison 564 RED ROSE LANE, Sanford, FL 32771 Location: Orlando Intl AP, FL, US Elevation: 95 ft Latitude: 28'N Outdoor: Heating Cooling Dry bulb (OF) 42 93 Daily range (IF) - 17 M Wet bulb (OF) - 76 Wind speed (mph) 15.0 7,5 Indoor: Indoor temperature (OF) Design TD (OF) Relative humidity Moisture difference (gr/lb) Infiltration: Method Construction quality Fireplaces Heating 70 28 30 1.5 Simplified Average 0 Cooling 75 18 50 46.4 Construction descriptions Or Area 11.11-value Insul R Htg HTM Loss Clg HTM Gain f1l 'F,'Btkjh Bluh/ftl NO Btuh/ftl Btu h Walls 13A-2ocs: Blk wall, stucco ext, r-2 ext bd ins, 8" thk, 1/2" gypsum no 470 0.201 0 5.69 2675 4.35 2046 board int fnsh e 24 0.201 0 5.69 134 4.35 102 se 51 0201 0 5.69 292 4.35 223 sw 470 0.201 0 5.69 2671 4,35 2044 nw 150 0.201 0 5.69 851 4.35 651 all 1164 0.201 0 5.69 6623 4.35 5067 Partitions 12C-Osw: Frm wall, r- 13 cav ins, 1/2" gypsum board int frish, 2x4" 227 0,091 110 2.58 583 1.44 327 wood frm, 16" o.c. stud Windows 2A-2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, no 5 0,340 0 9.62 48 22.9 115 1/8" thk ' NFRC rated (SFlGC=0,31) 50% drapes, medium; 1 ft overhang (3.17 ft window ht, 11,67 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr low-o outr, air gas, vnl frm mat, cir innr, 1/4" gap, ne 19 0.340 0 9.62 185 22.9 441 1/8" thk ' NFRC rated (SHGC=0.31)150% drapes, medium; 1 ft overhang (6,25 ft window ht, 11.67 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, sw 39 0.340 0 9.62 374 23.5 913 1/8" thk-' NFRC rated (SHGG=0.31); 50% drapes, medium;1ft nw 58 0.340 0 9.62 561 22.9 1334 overhang (6.3 ft window ht, 11.67 ft sep.); 6.67 ft head ht all 97 0.340 0 9.62 935 23.1 2247 2A-2ornd: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, cir innr, nw 72 0.580 0 16.4 1182 32.0 2302 1/4" gap, 1/8" thk, NFRC rated (SHGC=0.32), 10.67 ft overhang (8 ft window ht, 0 ft sep.). 6.67 ft head ht Doors 11 DO: Door, wd sc type e 23 0.390 0 11.0 250 12.0 272 n 17 0.390 0 MO 190 IZO 207 all 40 0.390 0 11.0 440 122O 478 rk wrightsolft- 2018-May-16 16 11 18 Right-SutlOUniversal 2018 18.0 13 RSU24011 Page 3 i) a,;I,,is,aCI-SE,I-o(228TIiorrit)(ookeAnas(,AsiaGLSE rup Calc - MJ8 House faces SE Ceilings 1613-38ad: Attic ceiling, asphalt shingles root mat, r-38 ceil ins, 112" 13 0.026 gypsum board int frish Floors 22A-tpl: Bg floor, light dry soil, on grade depth 148 0.989 Pk wrightsoft- 4 11-11 Hight SutteQ Universal 2018 18 0 13 RS024011 nastas OG ILSELot 228 T hornbrook eAnas (as iaG ILS E rup Cale = MJ8 House taces, SE 3& 0 0.74 10 1.41 19 0 28,0 4140 0 0 2018- May-16 16 11 18 Page 4 IRComponent Constructions Job: Lot228ThornbrookeAna QDEL-A Date: 5/16/18 MTWG - Alfil CQUIRIM10111 ahu 2 By: JA DEL -AIR HEATING & AIR CONDITIONING 53 1 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW DEL-AIR,COM For: Taylor Morrison 564 RED ROSE LANE, Sanford, FL 32771 Location: Indoor: Heating Cooling Orlando Intl AP, FL, US Indoor temperature (IF) 70 75 Elevation: 95 ft Design TD (OF) 28 18 Latitude: 28oN Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 1.5 46.4 Dry bulb (OF) 42 93 Infiltration: Daily range (OF) - 17 ( M) Method Simplified Wet bulb (OF) - 76 Construction quality Average Wind speed (mph) 15,0 7.5 Fireplaces 0 Construction descriptions Walls 12C-Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board in[ fnsh, 2"x4" wood frm, 16" o.c. stud Partitions none) Or Area LI-value 310/11-F ne 470 0.091 se 240 0.091 sw 461 0.091 nw 200 0.091 all 1370 0.091 Windows 2A-2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr intir, 1/4" gap, ne 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft overhang (3 ft window ht, 1 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr low-c outr, air gas, vni frm mat, clr mnr, 1/4" gap, ne 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes. medium; I ft se overhang (5 ft window lit, I ft sep.), 6.67 It head ht sw nw nw all Doors none) Ceilings 16B-38ad: Attic coiling, asphalt shingles root mat, r-38 ceil ins, 1/2** gypsum board int fnsh Floors 20P-19t: Flr floor, frm f1r, 12" thkns, r-19 cav ins, gar ovr 6 0340 Insul R Htg HTM Loss CIg HTM Gain Its FINuh Bluh/ftl Btu 11 Bluhlltl Btu 11 13.0 2.58 1209 2.34 1100 13.0 2.58 618 2.34 562 13.0 2.58 1186 2.34 1079 110 2.58 515 2.34 469 13,0 2.58 3528 2.34 3210 0 9.62 58 22.9 137 15 0.340 0 9.62 144 22.9 343 30 0.340 0 9.62 289 21.9 656 30 0340 0 9.62 289 21.9 656 30 0.340 0 9.62 289 22.9 687 40 0.340 0 9.62 385 22.9 915 145 0340 0 9.62 1395 22.5 3258 1469 0.026 38.0 0.74 1081 1 Al 2072 13 0.050 19.0 1.41 18 0.711 9 wrightsoft- 2018-May-161611 18 Rlqh[-Swleri Universal 2018 18 0 13 R",U24011 Page 5 ACCK . iiastasiiGL,SE Lo(2281-liorribrookE,-A,iastasiaGL.SF rup Calc , MJ8 house laces. SE Project Summary Job: Lot228ThornbrookeAna... DEL-AIR Date: 5/16/18 HEATING - AIR CONDITIONING Entire House By: JA DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407-333-2665 Fax: 407 333-3853 Web WWW DEL -AIR COM For: Taylor Morrison 564 RED ROSE LANE, Sanford, FL 32771 Notes: RVSD 2/1/16 JA LS 3/8/16 LS 6/21/16 JA LS 10/27/16 JA Desian Information LS 3/2 %/147A L Orlando Intl AP, FL, US Winter Design Summer Design Conditions Outside db LS 4/12/1 WA OF Outside db 93 OF Inside db LS 5/3/18 A OF Inside db 75 OF Design TD 8 OF Design TD 18 OF Daily range Relative humidity Moisture difference Heating Summary Structure 25937 Btuh Ducts 4297 Btuh Central vent (0 cfm) 0 Btuh Humidification PIP199 Equipment load Infiltration Method Construction quality Fireplaces Simplified Average 0 Heating Cooling Area (ft2) 2582 25A Volume (ft3) 26938 26938 Air changes/hour 0.41 0.21 Equiv. AVF (cfm) 184 94 Heating Equipment Summary Make n/a Trade n/a Model n/a AHRI ref n/a Efficiency n/a Heating input Heating output 0 Btuh Temperature rise 0 OF Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Space thermostat n/a M 50 % 46 gr/lb Sensible Cooling Equipment Load Sizing Structure 27375 Btuh Ducts 6761 Btuh Central vent (0 cfm) 0 Btuh Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 34136 Btuh Latent Cooling Equipment Load Sizing Structure 4165 Btuh Ducts 1386 Btuh Central vent (0 cfm) 0 Btuh Equipment latent load 5551 Btuh Equipment Total Load (Sen+Lat) 39687 Btuh Req. total capacity at 0.70 SHR 4.1 ton Cooling Equipment Summary Make n/a Trade n/a Cond n/a Coil n/a AHRI ref n/a Efficiency n/a Sensible cooling 0 Btuh Latent cooling 0 Btuh Total cooling 0 Btuh Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Load sensible heat ratio 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. VVr!4a"t.SC)-ft-, 2018-May 16 16 11 18 Righluile(li) Universal 2018 18 0 13 RSU24011 Page 1 ICCK - SnastasiaGt SE Lot228ThortibrookeAriastasiaGi-SE FUP CaIC = MJ8 House laces- SE Project Job: unu romumvwmnm— Summary o o` 5mane WG - AIR CORMTHMING ah&y1 By: J« DEL -AIR HEATING & AIR CONDITIONING sa/000/snuWAY, o^wponopL 3arnPhone .^o,'uzx-unsoFax *or333'3853 Web. WwWDEL-AIR oow For: Taylor Morrison 564 RED ROSE LANE, Sanford, FL 32771 Notes: RVSD2/1/18JA LS3/ 01S L56/21/16JA LS10/27/ 16JA Desic in Information LS 3/ 2LS11 Orlando Intl AP, FL, US Winter Design 0 Summer Design Conditions Outside db LS4/ 2/ °F Outside db 93 OF nuid*db LS 5/3 18 A OF Inside 75 OF D*nignTD 8 OF DesignTD 18 OF Heating Summary Structure 16863 Btuh Ducts 0 EVuh Central vent ( Oofm) 0 Ekuh Humidification 0 Ehuh P1pigo 0 Btuh Equipment load 16863 B\uh Infiltration Method Construction quality Fireplaces Simplified Average Heating C«» hyg 4n* a( ft2) 1467 146/ Vol 13715 13715 fv 0. 38 0.20 Heating Equipment Summary Make Lennox Trade LENNOX Model 14H 2O321 AHR|ref 10258598 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point ~ 35°F 85HSPF 2180Btuh @ 47'F 24 OF 840 cfm 0. 050 dm/ Btuh Daily Relative humidity Moisture difference M 50 % Sensible Cooling Equipment Load Sizing 3kmtu/o 17138 EUuh Ducts O Btuh Central vent ( Odm) 0 Btuh n»»*) 8|o*m O Btuh Use manufacturer's data y Rate/swing |i lier 1, 00 Latent Cooling Equipment Load Sizing Structure 2811 B\uh Ducts OBtuh Cm*nd vent ( 0ofm) 0 Btuh Equipment latent loud 2611 Btuh Equipment Total Load(Sen+LaV 19749 8tuh Req. total capacity ok 0. 75SHR 1,9 km Cooling Equipment Summary Make Lennox Trade LENNOX Cond Coil CBA27UHE- 024-230^++ TDH AHR|ref 10258598 Efficiency 13. 5EER.18SEER Sensible cooling 18900 Btuh Latent cooling 6300 Btuh Total cooling 25200 8Nh Actual air flow 840 cfm Air flow factor 0049 cfm/ Btuh Static pressure 0.30 mH2O Load sensible heat ratio 0. 87 Calculations approved byACCAiomeet all requirements cdManual J@hEd. pp- mxo-Mu',v,sn,o nw-o~^Ou"~"°"oommo/nnavmo" Page C^~ — mp o,lc~ww Housefacesca Project *V Job: Lv/2nurxumumoxnAnu' j Q. ~ ~ ` Summary ou` snnno r°UTMu~AM CO*MOMG ahu 2 By: JA DEL -AIR HEATING & AIR CONDITIONING so`000/sooWAY. mmFnnnr orr7/Phone ^vrqo-2osoFax ^v,-oun*oso wmo.WWwosL^/ouuw For: Taylor Morrison 584 RED ROSE LANE, Sanmd, FL32771 Notes: RVSD2/ 1/18JA LS38B1G L86/ 21/ 18JA LS10/25Y1GJA Information Design L37 LS 11 Orlando Intl AP, FL. US Winter Design 0 Summer Design Conditions Ousidmdb LS 4/12/1 WAIF Outside db 83 OF noidoUb LS 5/3/18 A IF noidedb 75 IF DeoignTD 28 , F DogignTD 18 ,F Heating Summary Structure 9074 Ekuh Ducts 4297 Btuh Central vent ( Oo|m) 0 Btuh Humidification 0 B\uh p1pigg 0 Btuh Equipment load 13371 Btuh Infiltration Method Construction quality Fireplaces Simplified Average Hemti CooU Anm(ho 1115 111S Volume (ft, 3) 13223 13223 U 044 0.22 Heating Equipment Summary Make Lennox Trade LENNOX Model 1 ' 230'21 AHR|xef 10258598 Efficiency Heat In input Heat ng out put Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point =29IF Ei5HSPF 2100 Btuh @ 47'F 24 IF 840 ofm 0O63 cfm/ 8Nh Input =3kW, Ou¢w\~ 11784Btuh. 100AFUE Daily range Relative humidity Moisture difference Sensible Cooling Equipment Load Sizing Skuo1mo 10237 81uh Ducts 8761 B1uh Central vent ( Oofm) O Btuh none) Blower 0 EVuh Use manufacturer' s data y r 1, 00 Latent Cooling Equipment Load Sizing Structure 1554 8tuh Ducts 1386 B1uh Central vent ( Onfm) O B1uh g»»») Equipment latent load 2941 Biuh Equipment Total Load (Sen+Lat) 19939 Btuh Req. total capacity at0.75SHR 1.9 ton Cooling Equipment Summary Make Lennox Trade LENNOX Cond 14HPX- 024-230-21 Coil CBA27UHE' 024'230^++TDR AHR|re/ 10258598 Efficiency 135EER. 1OSEER Sensible cooling 18900 Btuh Latent cooling 8300 8tuh Total cooling 25200 Bkuh Actual air flow 840 ofm Air flow factor 0.048 cfm03tuh Static pressure 030 mH2O Load sensible heat ratio 0.85 Calculations approved byACCA\omeet all requirements of Manual J8thEd p- 2o' om",/a/nvm n~msm° mu"~~w.mm`oo,nRso on Page C" 'wm°siooLSeuwx28,^m"brvokox",,is/ismmoe(tip Calc ~wuo powoumo, Ss C DEL-AIR Right -JCS Worksheet WATM, APR CON"U"M Entire House DEL -AIR HEATING & AIR CRNDITIONING 531 GODISCO WAY SANFORD, FL 32771 one 407-333-2665 Fax: 407-333-3853 Web WWW.DEL-AIR.GOM Job: Lot228ThornbrookeAnastas Date: 5/16/18 By: JA 1 0"1RoamnameEntireHouseallu 1T2Exposedwall316.9 It 147,9 It 3 Room height 9.2 It 9.3 It 4 Room dimensions 5 Room area 2939.3 Q2 1470.0 Q2 Ty construction U-value Or HTM Area (ft2) Load Area (W) Load number BIuh/It1-'F) BtL /ft') I or perimeter (It) let jh) or perimeter (It) Btull) Heat Cool Gross NIPS Heat Cool Gasss NiP/S Heat cool 6 VL120-Osw 0.091 ne 258 2,34 491 470 4209 1100 0 0 0 0 2A-2ov 0,340 ne 9.62 22.89 6 0 58 137 0 0 0 0 2A-2ov 0,340 ne 9,62 22.89 15 0 144 343 0 0 0 0 13A-2ocs 0,201 ne 5.69 4.35 494 470 2675 2046 494 470 2675 2046 1 T 2A -2ov 0,340 re 9.62 22.89 5 0 48 115 5 0 48 115 2A-2ov 0,3410 9.162 221,89 19 0 185 441 19 0 185 441 yJ I I 3A-2ocs 0.201 ri e 5,69 4.35 46 24 134 162 46 24 1 M 102 t-0 1100 0,390 e 11.04 11,99 23 23 250 272 23 23 250 272 t-6 I 2C-Osw 0.091 se 2.58 2.34 270 240 618 562 0 0 0 0 2A-2ov 0,340 so 9.62 21.87 30 8 289 656 0 0 0 0 W _ 13A-2o4s 0.41 se 5.69 4.$5 51, 511 292 223 51 1151 292 223 12G-0sw 0,091 sw 2.58 2,34 491 461 1186 1079 0 0 0 0 t_c, 2A -2ov 0.340 sw 9.62 21.87 30 8 289 656 0 0 0 0 t--G 13A-2ocs 0,201 sw 5,69 4.35 508 470 2671 2044 508 470 2671 2044 2A-2ov 0.340 sw 02 23, 50 39 0 374 913 39 0 374 9113 W 12c-Osw 0,091 11W 2.58 2.34 270 200 515 469 0 0 0 0 1-- - 2A - 2ov 0.340 nw 9.62 22.89 30 0 289 687 0 0 0 0 2B-2fv 0.340 nw, 9.62 22.89 40 0 385 915 0 0 0 0 13A-2ocs 0.201 law 5.69 4,35 280 150 851 651 280 150 851 651 2A-2ornd 0.580 W 16.41 U98 72 0 1182 2302 72 0 1182 2302 2A-2ov 0.340 nw 9.62 22.89 58 0 561 1334 58 0 561 1334 1s2C-0w0,091 2.58 1.44 244 227 583 327 244 227 583 327 11DO 0.390 n 11.04 11.99 17 17 190 207 17 17 190 207 c 11613-38ad A026_ 0L74 11483 1483, 10911 2091. 13, 13 1111110 A9 F 20P-191' 0,050 1.41 0.71 13 13 18 9 0 0 0 0 F 22A-tp1 0,989 27.99 0,00 1470, 48 4140 0 1470 11418 4140 0 6 c) AED excursion 2089 1487 Envelope lossigain 20226 21771 14146 12483 12 a) Inliltration 5711 1809 2717 861 b) Room ventilation 0 0 0 0 13 Internal gains, Occupants @) 230 6 1380 6 1380 Applianceslother 2415 2415 Subtotal ( lines 6 to 13) 25937 27375 16863 17138 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 25937 27375 16863 17138 15 Duct loads 17% 251/. 4297 6761 0%1 0%1 01 0 Total room load 30234 34136 1 16863 17138 Air required (elm) 1680 1680 8 4O 840 8Calculations aDDroved by ACCA to meet all reauirements of Manual J 8th Ed 1- -- 2018-May 16 16 11 18 Righl- SuileO Universal 2018 18 0 13 RSU24011 Page 1 ne Calc iMJ8HOUSfaces. iistisi ,,,)C,L.,9Eq-ot228TIiort,broc)keAn,,ist,isiaG[-SE run es SE DEL - AIR Right-JO Worksheet HMM, AM COMM" Entire House DEL -AIR HEATING & AIR CONDITIONING 531 GODISCO WAY, SANFORD, FL 32771 Phone 407-333-2665 Fax 407-333-3853 Web. WWW DEL -AIR COM Job: Lot228Thorn broo keAnastas Date: 5/16/18 By: JA I Room name ahu 2 2 Exposed wall 169.0 it 3 Room height 9.0 It 4 Room dimensions 5 Room area 1469.3 ft' Ty Construction I_Lvalue Or HTIVI Area L I Load Area Load number 6ttill/f t 2,`F) Btuh ft2) or perimeter (it) Bit h) or perimeter Heat Cool Gm,F N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C-Osw U91 no 2.58 2,34 491 470 1209 1100T- 2A-20v 0.340 ne 9,62 22,89 6 0 58 137 2A-2ov 0,340 ne 9.62 22,89 15 0 144 343 13A -2ocs 0,201 ne 5.69 4.35 0 0 0 0 11 2A-2ov 0.340 ne 9.62 22.89 0 0 0 0 2A-2ov 0,340 ne 9.62 22.89 0 0 0 0 t-D i3A-'2_o_cs 0.201 e 5.69 4.35 0 0 0 0 1111DO 0.390 e M04 11.99 0 0 0 0 t_" 12C-Osw 0.091 se 2.58 2.34 270 240 618 562 2A-2ov 0.340 se 9.62 21.87 30 8 289 656 0,201, se 5.O 4.35 0 Q 0 0 t---G 12C-Osw 0.091 sw 2.58 2.34 491 461 1186 1079 2A-2ov 0.340 sw 9.62 21.87 30 8 289 656 t_11 113A-2ocs 0.201 sw 5.69 4,35 0 0 0 0 2A-2ov 0.340, sw 9,62 2a50 0 0 0 0 12C-Osw 0.091 nw 2.58 2.34 270 200 515 469 2A -2ov 0,340 nw 9.62 22,89 30 0 289 687 2B-2fv 0.340 nw 9,62 22.89 40 0 385 915 13A-2oc s 0.201 nw 5.69 4,35 0 0 0 6 2A-2omd 0.580 Iry 16.41 31M 0 0 0 0 2A-2ov 0.340 nw 9,62 22,89 0 0 0 0 T-D 1 2C-Osw 0.091 2.58 1.44 0 0 0 0 IIDO 0.390 n 11.04 11,99 0 0 0 0 QV6 a.74 11,41 1469 1469 1081 2072 F 20P-191 0.050 1.4 1 0.71 13 13 18 9 F, 019$9 27,99 0.00 0 0 0 0 6 c) AED excursion 602 Envelope loss/gain 6080 9288 12 a) Infiltration 2994 948 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 0 0 Appliances/ other 0 Subtotal ( lines 6 to 13) 9074 10237 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 9074 10237 15 Duct loads 1 47%1 661% 4297 6761 1 1 1 Total room load 13371 16998 1 1Airrequired (cIrn) 840 840 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 4- 1- 2018-May-16 16 11 18 k 11111- 1-1111- 1 Right- SwteO Universal 2018 18 0 13 RSU24011 Page 2 nastasiaGL- SE I-o[2281 hornbrookeAnaslasiaGLSF rup Calc - MJ8 House faces SE VDEL--AIR Right-JO Worksheet WATM - AM ClUffiff"Wil ahu 1 DEL -AIR HEATING & AIR CONDITIONING 531 GODISCO WAY, SANFORD. FL 32771 Phone: 407-333-2665 Fax 407-333-3853 Web- WWW.DEL-AIR COM Job: Lot228Thorn brookeAn astas Date: 5/16118 By: JA 1 Room name ahU 1 mstr IM 2 Exposed wall 147.9 It 42.0 it 3 Room height 9.3 It 9,3 It heaticool 4 Room dimensions ITO x 15.5 It 5 Room area 1470.0 Q2 263.5 It2 Ty Construction U-value Or HTM Area (R2) Load Area (W) Load number Eltuhift'-'F) Ettl Vft') I or perimeter (ft) Bt h) I or perimeter (It) Btuh) Heat Cool Gross N/P/S Heat cool Gross N/P/S Heat Cool 6 t 12C-Osw OM1 ne 0,00 OM 0 0 0 0 0 0 0 0 2A-2ov 0.340 ne 0,00 0A 0 0 0 0 0 0 0 0G G 0.340 no 0,00 oko 0 0 0 0 0 0 0 0 13A 2ocs 0.201 ne 5.69 4,35 494 470 2675 2046 159 159 902 690 1 2A -2ov 0.340 ne 9,62 22.89 5 0 48 115 0 0 0 0 2A-2ov 0.340 no 9.62 22M 19 0 185 441 0 0 0 0 t__0 1113A I - 2ocs 1100 0.201 0.390 e e 5'69 11.04 4.35 11,99 46 23 24 23 134 250 102 272 0 0 0 0 0 0 0 0 t__" 12C-Osw 0.091 se 0,00 0.00 0 0 0 0 0 0 0 0 2A-2ov 0,340 se 0,00 0.00 0 0 0 0 0 0 0 0 W I $A-2ocs , 0.20I se 5.69 4.35 1 51 292 223 0 0 0 0 t 12C-Osw O10.091__ G sw 0.00 0.00 0 0 0 0 0 0 0 0 2A -2ov 0,340 sw 0.00 0.00 0 0 0 0 0 0 0 0 yJ 13A-2ocs ZA-Zov , 0,201 0.340 sw sw 5.69 9.62 4,35 23.50, 508 39 470 0 2671 374 2044 913 89 0 89 0 504 0 386 0 1 2C-0sw 0.091 nw 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov 0.340 nw 0.00 0.00 0 0 0 0 0 0 0 0 2B-21v 0.340 nw 0.00 0.00 0 0 0 0 0 0 0 0 13A 11 - 2 1 o I es 0,201 nw 5.69 06 280 156 851 651 145 86 491 376 2A-2omd 0.580 nw 16.41 31-98 72 0 1182 2302 0 0 0 0 2A-2ov 0.340 nw 9.62 22,89 58 0 561 1334 58 0 561 1334 T-D 1 2C-0S w 0.091 2.58 1.44 244 227 583 327 0 0 0 0 11DO 0.390 n 11.04 11.99 17 17 190 207 0 0 0 0 t15R-38ad , 11 1 0,026 0,74 1.41 13 13 10 19, 0 0 0 0 F 1 1 9t 0,1650 0100 0.00 6 0 0 6 0 0 0 0 F 120P 22A-tpi 0.989 27.99 0,00 1470, 148 4140 0 264 42 1176 0 6 c) A ED excursion 1487 576 Envelope lossigain 14146 12483 3634 3362 12 a) Infiltration 2717 861 771 244 b) Room ventilation 0 0 0 0 13 Internal gains. Occupants @ 230 6 1380 1 2301 AppItancesiother 24151 600 Subtotal (lines 6 to 13) 16863 17138 4405 4436 Less ex I ei nal load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 16863 17138 4405 4436 15 Duct loads 1 0%1 0%1 0 0 0%11 0% 0 01 Total room load 168631 171,0381 4405 4436 Air required (elm) 8'040 84 219 217 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2018-May 16 16 11 18 Right-SuitedUniversal 2018 18 0 13 PS024011 Pane 3 riistastaGLSE,[,,ot228ThornbrookeAnastastaGLSE rup Calc M,18 House 1aCes SE IQDEL-AIR Right-JO Worksheet MUM AM C014K"OMW ahu 1 DEL -AIR HEATING & AIR q IT 531 CODISCO WAY, SANFORD, FL 32771C1 hone:ND407ION-333-2665INGFax407-333-3853 Web WWW,DEL-AIR COM Job: Lot228Thorn b rookeAnastas... Date: 5/ 16/18 By: JA I Room name mstr bth mstr wic 2 Exposed wall 12.0 It 0 It 3 Room height 9.3 it heat/cool 9,3 It heat/cool 4 Room dimensions 12.0 x 8,0 It 6.5 x T5 It 5 Room area 96.0 W 48,8 g' Ty Construction U-value Or HTM Area (w) Load Area (112) Load number Bluh/( t1-1F) BI 1/ft2) or Perimeter (h) 3t in) I or perimeter (IQ 6tuh) Heat Cool Gross NIP/S Heat cool Gloss N/P/S Heat cool 6 12C- Osw 0.091 ne 0.00 UO 0 0 0 0 0 0 0 0 2A-2ov 0.340 ne 0,00 0.00 0 0 0 0 0 0 0 0 2A-2ov 0,340 no 0.00 OM 0 0 0 0 0 0 0 0 13A-2ocs 0.201 ne 5,69 4.35 112 112 637 487 0 0 0 0 1 2A - 2ov 0.340 ne 9.62 22.89 0 0 0 0 0 0 0 0 2A -2ov 0.340 ne 9.62 22,89 0 0 0 0 0 0 0 0 t-D 1 3A- 2ocs 0,201 e 5.69 4.35 0 0 0 0 0 0 0 0 11DO 01390 o 1L04 11,99 0 0 0 0 0 0 0 0 Vd L- 6 12C-Osw0. 091O1 2A-2ov 0.340 se se 0. 00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011141 Sal SO 4135 0 0 0 0 0 0 0 0 t 12C- Osw 0.091 sw 0.00 OM 0 0 0 0 0 0 0 0 2A-2ov 0, 340 sw 0.00 0.00 0 0 0 0 0 0 0 0 t_G13A-2ocs 0.201 sw 5.69 4,35 0 0 0 0 0 0 0 0 2A-210y, 0, 340 sw 62 23.50, 0 0 0 0 0 0 0 12C-Osw 0. 091 nw OM 0.00 0 0 0 0 0 0 0 0 2A-2ov0.340 nw OM 0,00 0 0 0 0 0 0 0 0 2. -2h_ 0. 00 0.00 0 0 0 0 0 0 0 13 1 A- 2ocs 0, 201 nw rl v 6. 69 4,35 0 0 0 0 0 0 0 0 2A-2omd 0Z80 nw, 16.41 31.98 0 0 0 0 0 0 0 0 2A-2ov 0, 340 nw 9.62 22,89 0 0 0 0 0 0 0 0 ft-D 12C- Osw 0. 091 2.58 1,44 0 0 0 0 0 0 0 0 I 1DO 0. 390 n 11.04 11.99 0 0 0 0 0 0 0 0 C N15 Q 0,74 0 0", 0 0 0 0 0 O F 20P-I9t Otp50 0,00 0.00 0 0 0 0 0 0 0 F 22A,-to 0,989 27 9 0,00 96 12 k% 0 49 0 0 0 6 c) AED excursion 18 0 Envelope loss/gain 973 470 0 0 12 a) Infiltration 220 70 0 0 b) Room ventilation 0 0 0 0 13 Internal gains. Occupants @ 230 0 0 0 0 Appliances/other 0 5 Subtotal (lines 6 to 13) 1193 539 0 5 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1193 539 0 5 151 Duct loads 1 0%1 0% 0 0 0%j 0% Ol 0 Total roorn load 1193 539 0 5 Air required (chr) 59, 26, 01 0 Calculations aperoved by ACCA to meet all requirements of Manual J 8th Ed i- 2018-May- 16 16 11 18 Right-SuileOD Universal 2018 18 0 13 RSU24011 Page 4 til'IS[asiaG1, SEL,o[228Ttiortib(ookeA,iast,,istaG(-SE 'LIP Calc , MJ8 House faces SE 19DEL-AIR Right-JO Worksheet MAIRM AM WIMMMOM ahu 1 DEL -AIR HEATING & AIR CPNDITIONING 531 CODISCO WAY. SANFORD, FL 32771 one 407-333-2665 Fax 407-333-3853 Web WWW DEL -AIR COM Job: Lot228Thorn brookeAnastas Date: 5/16118 By: JA I Room name mstr we study 2 Exposed wall 0 It 21.0 It 3 Room height 9,3 11 heiticool 9.3 it heat/cool 4 Room dimensions 5.5 x 3.5 If 1.0 x 146.5 It 5 Room area 19,3 W 146.5 ftz Ty Construction U-value Or HTM Area 00 Load Area (W) Load number Btuh/Q1-'F) BlUIVIt") or perimeter k) BtLih) or perimeter ft) Btuh) Heat cool Gross N/PiS Heat cool Gross N/P/S Heat Cool 6 12C-Osw 0.091 ne, 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov 0.340 ne U)O OM 0 0 0 0 0 0 0 0 2A-20v 0.340 no 0,00 0,00 0 0 0 0 0 0 0 0 13A-20cs 0,201 ne 1,69 4,35 0 0 0 0 145 125 713 545 1 2A-2ov 0.340 ne 9.62 22.89 0 0 0 0 0 0 0 0 2A-2ov 0.340 ne 9.62 22.89 0 0 0 0 185 441 T--D I_V6s 6.201 e 5.69 4.35 0 0 0 0 119 0 0 0 0 0 11 DO, 0.390 e 11.04 11.99 0 0 0 0 9 0 0 0 VN 12C-Osw 0.091 se 0.00 0,00 0 0 0 0 0 0 0 0 t_ G 2A-2ov 0.340 se 0.00 0,00 0 0 0 0 0 0 0 0 W 0201 so 5.69 4.35 0 0 0 0 5j 292 223 T__ G 12C- Osw 0.091 sw 0,00 0,00 0 0 0 0 0 0 0 0 2A- 2ov 0.340 sw 0.00 0,00 0 0 0 0 0 0 0 0 T_ G 13A- 2ocs 01201 sw 5.69 435 0 0 0 0 0 0 0 0 2A- 2ov O,340 sw SIM 23,50 0 0 0 0 0 I 0 0 0, 0. 091 nw, 0,00 0,00 0 0 0 0 0 0 0 0 Tlk-Osw 2A- 2ov 0.340 nw 0,00 0.00 0 0 0 0 0 0 0 0 2B- 2tv 0.340 nw 0.00 0.00 0 0 0 0 0 0 0 0 13A- 2ocs 0.201 nw 5,69 4.35 0 0 0 0 0 0 0 0 2A- 2omd 0.580 nw 16.41 31,98 0 0 0 0 0 0 0 0 2A- 20v 0,340 nw 9,62 22,89 0 0 0 0 0 0 0 0 IT- D 12C- Osw 0.091 2.58 1.44 0 0 0 0 0 0 0 0 11 DO 0.390 n 11,04 11,99 0 0 0 0 0 0 0 0 G. _,, O 026 0,74 1.41 0 0 0 9 Q 0__ q 0 F 20P-19t 07050 0.00 0,00 0 0 0 0 0 0 0 0 F_ 4AApt, 0.989 27,99 OM 19 0 0 0 147 21 588 0 6 c) AED excursion 0 82 Envelope loss/gain 0 0 1778 1292 12 a) Infiltration 0 0 386 122 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @D 230 0 0 0 0 Appliances/ other 51 0 Subtotal ( lines 6 to 13) 0 5 2164 1414 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 0 5 2164 1414 151 Duct loads 1 0% 0% 0 0 0%1 0%1 0 0 1 Total room load 0 5 1 1 2 64 1414 Air required (elm) 0 0 08 69 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2018 May - 16 16 11 18 Right - Suited Universal 2018 18 0.13 ASU24011 Page 5 naslas, aGLSF Lot 2281 hornbrookeAnaslasiaGt SE,up Calc , M,18 Mouse faces SE 19DEL-AIR Right-M Worksheet UMM I AM coomm"(1 ahu 1 DEL -AIR HEATING & AIR CONDITIONING 531 GODISCO WAY. SANFORD, FL 32771 Phone 407-333-2665 Fax 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot228Thorn brookeAn astas.. . Date: 5/16/18 By: JA 1 Room name util pwdr 2 Exposed wall 4.0 It 4.0 It 3 Room height 9.3 It heat/cool 9.3 It healicool 4 Room dimensions 4.0 x 11.5 It 4,0 x 11,5 It 5 Room area 46.0 I' 46.0 112 Ty construction U-Value Or IT TM Area (w) Load Area (w) Load number BtUh/ft1-'F) BIL 1/ft') or perimeter (It) Bt 11) or perimeter (It) BtLih) Heat Cool Gross N/PIS Heat Cool Gross N/P/S Heat Gool 6 Vr 12C-Osw 0.091 ne 0,00 0,00 0 0 0 0 0 0 0 0 2A-2ov 0-340 ne 0,00 0,00 0 0 0 0 0 0 0 0 G 2A-2ov 0.340 no 0,00 0,00 0 0 0 0 0 0 0 0 VL r13A,2o_s 0,201 ne 5.69 4,35 37 37 212 162 37 32 184 141 I 2A-2ov 0.340 no 9.62 22.89 0 0 0 0 5 0 48 115 2A -2ov 0.340 ne 9.62 22.89 0 0 0 0 0 0 0 0 t-0 3A-2ocs 0.201 e 5.69 4.35 0 0 0 0 0 0 0 0TIDO0.390 ei 11,04 11.99 0 0 0 0 0 0 0 0 12C-0sw 0,091 se 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov 0.340 se 0.00 0,00 0 0 0 0 0 0 0 0 W , I 3A -2ocs 0.201 se 5,69 4.35 0 0. 0 0 0 0 0 Vrf t-G 12C-0sw 2A -2ov 0.091 0.340 sw sw 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 VN 13A-2ocs 0.201 sw 5.69 4.35 0 0 0 0 0 0 0 0 t--G 2A-20v 0.340 sw 9 62 23.50, 0 0 0 0 R 0 0 0 0,091 nw, 0.00 OM 0 0 0 0 0 0 0 0 T12C-0sw 2A-20 0.340 nw, 0,00 0.00 0 0 0 0 0 0 0 0126,21vv 0.340 nw 0.00 0.00 0 0 0 0 0 0 0 0 13A-20cs 2A-2omd 2A-2ov 0201 0.580 0,340 nw, nw nw, 5.69 16,41 9,62 4.35 31,98 22,89 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 2C-0sw 0.091 2,58 1,44 0 Q. 0 0 0 0 0 0 11DO 0.390 n 11.04 11.99 0 0 0 0 0 0 0 0 C 16B-38ad OM6 0.74 0 0 0 0 0 F 20P'19t 0,050 0.00 0.00 0 6 0 0 6 0 0 0 F 22A-tpl 0.989 27,99 0100 46_ 4 112 0 46_ 4 112 0 6 c) AED excursion 25 23 Envelope loss/gain 324 138 344 279 12 a) Infiltration 73 23 73 23 b) Room ventilation 0 0 0 0 13 Internal gains, Occupants @ 230 0 0 0 0 1 Appliances/other 600 0 Subtotal ( lines 6 to 13) 398 761 417 302 Less external load 0 0 0 0 Less transler 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 398 761 417 302 15 Duct loads 0% 0% 0 0 0% 0%1 0 0 Total room load 398 761 417 L302 Air required (ctm) 20 37 21 15 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed HiltsoCT- 2018-May16 1611 18 Right Suited Universal 2018 18 0 13 RSU24011 pagc' 6 fiastasiaGI-SE Lo12281 hornbrookeAnaslasiaGLSE rup Cale = MJ8 House faces: SE C" DEL -AIR Right-JO Worksheet IMEATM AM CGROPUMM ahu 1 DEL -AIR HEATING & AIR CPNDITIONING 531 CODISCO WAY, SANFORD, FL 32771 one: 407-333-2665 Fax: 407333-3853 Web: WWW DEL-AIR.COM Job: Lot228Thorn brookeAnastas Date: 5/16118 By: JA 1 Room name family rm dining rm 2 Exposed wall 35,0 It 10,0 It 3 Room height 9,3 It heat/cool 9.3 It beat/Cool 4 Room dimensions 20.5 x 14.5 It 1.0 x 210,0 It 5 Room area 297,3 fr? 210.0 W Ty Construction U_v.jtleOr t H-M Area (w) Load Area (I r2') Load number Eftuhll-F) 13 it If(-') or perimeter (h) F3uh) or perimeter (11) 131uh) Heat Cool Gross N/P/S Heat cool Gross N/P/S Heat Cool 6 V 120-Osw 0.091 ne OM 0.00 0 0 0 0 0 0 0 0 2A- 2ov 0.340 no 0,00 0.00 0 0 0 0 0 0 0 0 2A- 2ov 0.340 ne 0.00 0,00 0 0 0 0 0 0 0 0 13A- 2ocs 0.201 ne 5.69 4.35 0 0 0 0 0 0 0 0 1 2A -2ov 0.340 ne 9.62 22.89 0 0 0 0 0 0 0 0 2A - 2ov 0.340 ne 9,62 22.89 0 0 0 0 0 0 0 0 t- 1D 3A- I 2oos 0.201 e 5,69 4.35 0 0 0 0 0 0 0 6 11DO 0.390 a 11,04 11.99 0 0 0 0 0 0 0 0 t-- G 12C- Osw 0.091 se 0.00 0.00 0 0 0 0 0 0 0 0 2A- 2ov 0,340 se 0.00 0.00 0 0 0 0 0 0 0 0 W 3A -2m_ 0,201 SP 5.60 405 0 0 0, 0 0 0 0 0 IN 12C-Osw 0.091 sw 0.00 0.00 0 0 0 0 0 0 0 0 L--- G 2A-2ov 0.340 sw 0.00 0.00 0 0 0 0 0 0 0 0 t__ G 13A- 2ocs 0.201 sw 69 4.35 191 191 1088 832 93 54 310 237 2A- 2ov 0,340 SW 9.62 23.50 0 0 0 0 39 0 374 913 12C- 0 w 0.091 nw OM 0.00 0 0 0 0 0 0 0 0 T--.G2A-2os 0.340 nw 0.00 0.00 0 0 0 0 0 0 0 0 L--G 2131-2tv 0.340 nw OM 0.00 0 0 0 0 0 0 0 0 13 1 A- 2ocs 0.201 4w 5.69 4.35 135 63 360 275 0 0 0 0 2A-2omd 0.580 rw 16,41 31,98 72 0 1182 2302 0 0 0 0 2A-20v 0,340 nw 9.62 22.89 0 0 0 0 0 0 0 0 R 12C- Osw 0.69,1 5'8 1.44 0 0 0 0 0 0 0 0 L--D HDO 0.390 n 11.04 11.99 0 0 0 0 0 0 0 0 C' 0, 020 0.74 0 0 0 0 0 A 0 0 F 260- 191 9.950 0.00 0.00 0 0 0 0 0 b 0 0 F 22A- tpl 0.989 27.99 CIM 297 35 980 0 210 10 280 0 6 c) A ED excursion 586 352 Envelope loss/ gain 3609 3996 963 1502 12 a) Infiltration 643 204 184 58 b) Hoorn ventilation 0 0 0 0 13 internal gains: Occupants @ 230 4 920 1 230 Appliances/other 0 0 Subtotal (lines 6 to 13) 4252 5119 1147 1790 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 4252 5119 1147 1790 151 Duct loads 0% 0%1 0 0 0%1 0%1 0 0 Totalroom load 4252 5119 1147 1790 Air required (cfm) 212 251 57 88 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2018-May-16 16 11 18 Right-SuiteO Universal 2018 1B 0 13 RSU24011 page, 7 llsl,isiaGLSFA-o( 228ThotnbfookeAnastasiaCI-SE itip Calc = M,18 House faces SE DEL -AIR Right-JO Worksheet MMIMM, AM CMMMMMM ahu 1 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY. SANFORD, FL 32771 Phone: 407-333-2665 Fax 407-333-3853 Web. WWW DEL AIR COM Job: Lot 228Th o rn b roo keA n astas... Date: 5/16/18 By: JA I Room name pantry kitchen 2 Exposed wall 0 If 19.9 It 3 Room height 9,3 It heat, !cool 9.3 It heat/cool 4 Room dimensions 6,0 x 3.5 It 1.0 x 275.8 It 5 Room area 21.0 ft2 275,8 Q2 Ty Construction LI-value Or HTIVI Area (II') Load Area (ill) Load number Etuh/ft'-'F) BtuivIt') or perimeter (II) BI h) or perimeter (It) 6tuh) Heat cool Gross N/P/S Heat Cool Gross N/P/S Heat cool 6 VL2 120-Osw 0,091 ne 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov 0,340 be 0 OM 0 0 0 0 0 0 0 2A-2ov 0.340 ne OM OM 0 0 0 0 0 0 0 0 0.201 be 5.69 4,35 0 0 0 0 5 5 7 2 11 T:3A-20cs alG2A-2ovv0.340 3A4ocs 11 DO 0,201 0.390 ne e e I 9,62 5.69 11.04 2Z89,0 4.35 11,99 0 0 0 0 0 0 0 0 000200 0 0 46 23 24 23 134 250 102 272 t--G 12C-Osw 0.091 se 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov 0,340 se 0.00 0.00 0 0 0 0 0 0 0 0 j $A -?ocs, 0,41 se 5.69 4,35 10 0 0 0", 0 0 0 0 t__' 12C-Osw 0,091 sw 0.00 0,00 0 0 0 0 0 0 0 0 2A-2ov 0.340 sw 0.00 0,00 0 0 0 0 0 0 0 0 13A-2ws 0,201 sw 5,69 4.35 0 0 0 0 135 135 770 589 2A-2ov 0,340 sw 9.162 23,50 0 0 0 0 1110 0 0 0 12C-Osw 0,091 nw 0.00 0,00 0 0 0 0 0 0 0 0 2A-2ov 0.340 nw OM 0,00 0 0 0 0 0 0 0 0 2B-2tv 0.340 nw 0.00 0,00 0 0 0 0 0 0 0 0 13A-2ocs 0201 nw 5.69 U5 0 0 0 0 0 0 0 0 2A-2omd O 5W nvv 16.41 31,q8 0 0 0 0 0 0 0 2A-2ov 0.340 nw 9,62 22.89 0 0 0 0 0 0 0 0 I-D I 2C-Osw 0.091 2.58 1.44 0 0 0 6 244 227 583 327 11 DOIDO 0.390 n 11.04 11.99 0 0 0 0 17 17 190 207 Q.026 0,74 1.411 0 0- 6 0 Q F 2,01P-19t 0,050 0.60 0,60 0 0 0 0 0 0 0 0M9 27.99 0,00 21 0 0 0_ 276 4 5,57 0 6 c) AED excursion 0 90 Envelope loss/gain 0 0 2521 1446 12 a) Infiltration 0 0 366 116 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 Appliances/other 5 1200 Subtotal (lines 6 to 13) 0 5 2887 276210Lessexternalload000 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotalotal 0 51 2887 2762 15 Duct loads 0%1 0% 01 0 0% 01% 0 01 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. itsofit- 2018-May-16 1611 18 Right-Suile.0 Universal 2018 18 0 13 RSU24011 Page 8 nastastaGI-SE Lo12281 hornbmokeAnasIasiaGLSE rup Calc = MJ8 House faces SE QDEL-R Right-JO Worksheet MAT, AAIW ahu 2 DEL - AIR HEATING & AIR CONDITIONING 531 CODISGO WAY, SANFORD. FL 32771 hone 407-333-2665 Fax: 407-333-3853 Web. WWW DEL-AIR.COM Job: Lot228ThornbrookeAnastas Date: 5/16/18 By: JA I Room name ahu 2 rm 2 2 Exposed wall 169.0 If 39,5 It 3 Room height 9.0 If 9,0 If heat/cool 4 Room dimensions 14.5 x 15,5 If 5 Room area 1469.3 It2 224.8 It' Ty Construction U-value Or HTIVI Area 1(2) Load Area ttl) Load number BlUh/tt1-'F) BtL Jt') I or perimeter ft) Bt jh) I or perimeter it) Btuh) Heat Cool Gross N/P/S Heat cool Gross N/P/S Flea[ Cool 6 12C-Osw 0.091 ne 2'58 2.34 491 470 1209 1100 131 131 336 306 2A- 2ov 0,340 ne 9.62 22,89 6 0 58 137 0 0 0 0 2A,- 20,v0.340 ne 9,62 22,89 15 0 144 343 0 0 0 0 13A - 2ocs 0.201 ne OM 1 0. 00 0 0 0 0 0 0 0 0 11 2A -2ov 0,340 ne 0.00 0.00 0 0 0 0 0 0 0 0 2, A-2ov" 0.340_ ne 000 0.00 0 0 0 0 0 0 0 0 t- D I 3A-2ocs 0,201 4 om 6,00 0 0 0 0 0 0 0 0 41D0 0. 390 e 0.00 0100 0 0 0 0 0 0 0 0 t 12C- Osw 01 0.091-1, se 2. 58 2.34 270 240 618 562 0 0 0 0 2A-2ov 0,340 se 9.62 21.87 30 8 289 656 0 0 0 0 W , 13A• 2ocsr 9,201 se 0100 OM 0 0 0 0 0 0 0 0 t_G 12C-Osw 0,091 sw M8 234 491 461 1186 1079 86 86 220 200 2A-2ov 0.340 sw 9.62 21.87 30 8 289 656 0 0 0 0 13A-2ocs 0.201 swl 0100 U0 0 0 0 0 0 0 0 0 2A-12ov 0,340 sw 0.00 OM 0, 0 0 0 0 0 0 0 12C-Osw 0,091 nw 2.58 2,34 270 200 515 469 140 110 282 257 2A -2ov 0.340 nw 9.62 22.89 30 0 289 687 30 0 289 687 2B-2fv 0.340 nw 9162 22:89 40 0 385 915 0 0 0 0 Lt13A-2ocs 0201 nw 0.00 0.00 0 0 0 0 0 0 0 0 2A-2omd O:5W nw, 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov 0.1340 nw 0.00, 0.00 0 0 0 0 0 0 0 0 I 2C- 0 w 0.091 0.00 0.00 0 0 0 6 0 0 0 0 lDO 0. 390 n 0.00 0.00 0 0 0 0 0 0 0 0 C 16B- 38ad 010QP% 1,41 14619_ 1081 2072 225 225 165 317 20P-19t 0.050 1.41 0.71 13 13 18 9 0 0 0 0 F 22A- to 0.989 0,00 0,00 0, 0 0 Q 0 0 0 0 6 c) AED excursion 602 170 Envelope lossigain 6080 9288 1292 1936 12 a) Infiltration 2994 948 700 222 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 01 Subtotal (lines 6 to 13) 9074 10237 1992 2158 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 9074 10237 1992 2158 15 Duct leads 1 471% 661% 4297 6761 4 7% 661% 943 1425 Total room load 133711 169981 2935 3583 Air required ( ctrn) 840 840 184 177 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed Z 2018- May 16 16 11 18 N "I Right- SuiteO Universal 2018 18 0 13 RSU24011 Page 9 111stasiaGI, SE, L-ct228Thof,ib(ookeAtiasiastaCLSE UUP Calc , MJ8 House faces SE i(- DEL -AIR Right-JO Worksheet ahu 2 DEL -AIR HEATING & AIR CqNDITIQNING 531 CODISCO WAY, SANFORD, FL 32771 Lione: 407-333-2665 Fax 407-333-3853 Web WWW DEL --AIR COM Job: Lot228Th o rn broo keAnastas Date: 5116/18 By: JA I Room name bill 2 bit) 3 2 Exposed wall 9.0 it 11.5 it 3 Room height 9,0 It heal/cool 9.0 it heat/cool 4 Room dimensions 9.0 x 6,0 It 11.5 x 6,0 It 5 Room area 54.0 tt 69.0 Its Ty Construction U-value Or HTM Area it') Load Area Ir) Load number BlUilifil-'(F) Bt 1112) 1 or pentoeter It) Bluh) or perimeter f t) Blob) Fleat Cool Gross N/P/S Heal Cool Gross N/P/S Heat Cool 6 0 ' 091 ne 2.58 2134 81 75 193 176 104 104 267 243T12C.Osw 2A-2ov 01340 ne 9,62 22,89 6 0 58 137 0 0 0 0 2A-2ov 0.340 ne 9.62 412.89 0 0 0 0 0 0 0 0 V613A-20cs 0.201 ne 0.00 OM 0 0 0 0 0 0 0 0 11 2A-2ov 0.340 ne 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov 0,340 ne OM 0.00 0 0 0 0 0 0 0 0 t-D 13A-2ocs 0201' e 0.00 0,00 0 0 0 0 0 0 0 0 1100 0.190 e 0.00 0.00 0 0 0 0 0 0 0 0 t---G 12C-Osw 0.091 se 2.58 2.34 0 0 0 0 0 0 0 0 2A -2ov 0.340 se 9.62 21.87 0 0 0 0 0 0 0 0 W_ 13A-200s 0,201 se oj)o 0.00 0 0 0 0 0 0 0 0 t__G 12C-Osw 0.091 sw 2.58 2.34 0 0 0 0 0 0 0 0 2A-2ov 0,340 sw 9.62 21.87 0 0 0 0 0 0 0 0 13A-2ocs 0.201 sw 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov, 0'340 SW 0,00 0.00 0 0 0 0 0 0 0 0 12C-Osw OMI nw 2.58 2.34 0 0 0 0 0 0 0 0T= 2A-2ov 0.340 nw 9.62 22,89 0 0 0 0 0 0 0 0 2B-2iv 0.340 nw, 9.62 2M9 0 0 0 0 0 0 0 0 13 A-2ocs 0.2011oinv0.00 U0 0 0 0 0 0 0 0 0 2A-2omd O.580 nw 0100 0,00 0 0 0 0 0 0 0 0 2A-20V 0.340 nw 0.00 0,00 0 0 0 0 0 0 0 0 FL-I) 12C-Osw 0,091 0.00 0.00 0 0 0 0 0 0 0 0 I 1DO 0.390 n 0.00 0.00 0 0 0 0 0 0 0 0 Q AW_'3W' 1,41 54 54 40 76 69 fi9 51, 97 F 2OP-19t 0.050 1.41 0. 0 0 0 0 0 0 0 0 F 22A-tPf 0 0 0 0 0 0 6 c) AED excursion 30 37 Envelope loss/gain 291 360 317 302 12 a) Infiltration 159 50 204 65 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 1 Appliances/other 0 0 Subtotal (lines 6 to 13) 450 410 521 3671Lessexternalload0000 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 450 410 521 367 151 Duct loads 1 47% 661/. 213 271 47% 661% 2471 24 U Total room load 663 1 681 768 609 Air required (cf(n) I 1 42 34 1 1 48 30 Calculations apercived by ACCA to meet all requirements of Manual J 8th Ed. H_ 2018-May-16 16 11 18 4G k 1- 1.1 -11.1-11- 1 1- Right-Suite-0 Universal 2018 18 0 13 RS(124011 Page 10 riastasiaGLSE [ o1228 FhombrookeAnastasiaGI-SE run Caic = MJ6 House faces SF DEL --AIR Right-J@ Worksheet 111"TOW - AM CONSMUMS ahu 2 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW DEL -AIR COM Job: Lot228Th orn brookeAn astas Date: 5/16/18 By: JA I Room name im 4 mn 3 wic 2 Exposed wall 28.0 It 7.0 If 3 Room height 9,0 It heat/cool 9.0 It hoaticocil 4 Room dimensions 14.0 x 14.0 It 9.5 x 5.0 It 5 Room area 196,0 It' 47.5 ft2 Ty Construction U-value Or HTM Area nt2) Load Area (119 Load number 13huh/ft2-IF) Btu IMF) or perimeter It) Elt 11) or perimeter (11) Blob) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C-Gsw 0,091 no 2.58 2,34 126 ill 286 260 18 18 46 42 2A-2ov 0.340 be 9.62 22.89 0 0 0 0 0 0 0 0 2A-2ov 0.340 ne 9,62 22,89 15 0 144 343 0 0 0 0 1 3A -2ocs 0.201 ne 0.00 0.0000 0 0 0 0 0 b 0 0 11 2A -2ov 0.340 ne 0,00 0.00 0 0 0 0 0 0 0 0 2A -2ov 0,340 ne 0.00 0.00 0 0 0 0 0 0 0 0 Y--D13 466is 0.201 o OM 0,00 0 0 0 0 0 0 0 0 11DO 0.390 o 0.00 0.00 0 0 0 0 0 0 0 0 t_1, 12C-Osw 0.091 se 2,58 2.34 126 Ill 286 260 45 45 116 105 2A-2ov 0.340 se 9.62 21.87 15 2 144 328 0 0 0 0 0.201 so 0.00 0,00 0 0 0 0 0 0 0 0 t--G 12c-0sw 0.091 sw 2.58 2.34 0 0 0 0 0 0 0 0 2A-2ov 0,340 sw 9,62 21,87 0 0 0 0 0 0 0 0 T 13A-2w$ 0201 sw U0 0.00 0 0 0 0 0 0 0 0 Q, 2A-20v 0:340 sw 0.00 0.00 0 0 0'', 0 0 0 0 12C Osw 0.091 nw 2,58 2.34 0 0 6 0 0 0 0 0 2A -2ov 0.340 nw 9.62 22.89 0 0 0 0 0 0 0 0 2,-2,v 0.340 nw 9.62 22.89 0 0 0 0 0 0 0 0 11A-206s 0,201 nw 0.00 OM 0 0 0 6 6 6 0 0 2A-2omd OMO nw 0,00 0,00 0 0 0 0 0 0 0 0 2A-2ov 0.340 nw 0.00 0,00 0 0 0 0 0 0 0 0 T-D I 2C-Osw 0.091 0,00 0.00 0 0 0 0 0 0 0 0 11 DO 0.390 n 0.00 0.00 0 0 0 0 0 0 0 0 Q ........ 1150*38ad, I - 0,026 0,74 1.41 196 1% 144 976, A 44 35 67 F 20P:19t 0.050 1.41 0.71 0 0 0 0 11 11 16 8 F 0100 0.00 0 0 0 0 6 c) AED excursion 17 24 Envelope loss/gain 1005 1486 213 198 12 a) Infiltration 496 157 124 39 b) Room ventilation 0 0 0 01013Internalgains: Occupants @ 230 01 0 0 n Applianceslother 0 0 Subtotal (lines 6 to 13) 1501 1643 337 238 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1501 1643 337 238 151 Duct loads 4 71% 1 66%1 711 1085 47% 661% 160 157 Total room load 1 1 2212 2728 497 395 Air required (cfm) 139 135 31 20 Calculations approved by ACCA to rneet all requirements of Manual J 8th Ed. 4- 2018-May 16 16 11 18 Hight-SuOP6 Universal 2018 18 0 13 RSU24011 page 11 nastastaGLSEt-o(228FI)ornbfookeAnastasiaGLSE rup Calc < MJ8 House faces SE DEL -AIR Right-JO Worksheet R.A. A. ahu 2 DEL -AIR HEATING & AIR CRNDITIONING 531 CODISCO WAY SANFORD. FL, 32771 one 407-333-2665 Fax: 407-333-3853 Web WWW DEL. -AIR COM Job: Lo t228Thorn broo keAn astas... Date: 5/16/18 By: JA 1 Room name rm 3 loft 2 Exposed wall 24.0 It 11.5 it 3 Room [)eight 9.0 It heat/cool 9,0 It heat/cool 4 Room dimensions 13,0 x 111,0 It 11.5 x 11.0 It 5 Room area 143.0 It2 126,5 F11 Ty COnStu-101011 U-value Or FITM Area IL2) Load Area w) Load number BF,jh,,'(j2_'F) Btuh/ft') or perimeter Ft) BtL)11) or perimeter 11) Bhrh) Float Cool Gross N/P/S Heat Cool Gross N/P/S Neat Cool 6 V 12C-Osw 0,091 ne 2.58 2.34 0 0 0 0 0 0 0 0 2A-2ov 0,340 ne 9.62 22,89 0 0 0 0 0 0 0 0 2A-2ov 0.340 ne 9,62 22,89 0 0 0 0 0 0 0 0 VL 13A -2ocs 0.201 ne 0,00 0.00 0 0 0 0 0 0 0 0 1 G 2A -2ov 0,340 ne OM 0.00 0 0 0 0 0 0 0 0 2A -2ov 0,340 ne 000 0.00 0 0 0 0 0 0 0 0 Y_ 13A-2ocs 1 1DO 0,201 0.390 e e 0.00 0F00 0,00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0D T___G 12C-Osw 0.091 se 2.58 2.34 99 84 216 197 0 0 0 0 2A-2ov 0.340 se 9.62 21.87 15 2 144 328 0 0 0 0 w 13A-2oGs 0.201 se 0,00 CIM 0 0. 0 0 0 0 0 0 w L--Gi 12C-Osw 2A-2ov 0F091 0.340 sw sw 2.58 9.62 2.34 21.87 117 0 117 0 301 0 274 0 104 30 74 4 189 289 172 656 Vr13A-2ocs 0.201 sw 0.00 0100 0 0 0 0 0 0 0 0 G 2A-2ov 0.340 sw 0.00 0100 0 0 0 0 0 0 0 12C-Osw 0,091 nw 2.58 2.34 0 0 0 0 0 0 0 0 2A-2c,v 0.340 nw 9.62 22.89 0 0 0 0 0 0 0 0 2,-2,v 0.340 nw 9,62 22.89 0 0 0 0 0 0 0 0 13A-2ocs 0.201 nw 0100 0.00 0 0 0 0 0 0 0 0 2A-2omd 0.580 nw 0.00 ICLOO 0 0 0 0 0 0 0 0 2A-2ov 0,340 rrw, 0.00 O,00 0 0 0 0 0 0 0 0 FL-D12C Osw 0,091 0.00 0.00 0 0 0 0 0 0 0 0 I 1DO 0,390 n 0.00 0.00 0 0 0 0 0 0 0 0 0 168-38ad OMB 0.74 j,41 llj 105 2011 2 127 127 93 178 F 20P-19t 0.050 1.41 0,71 1 1 2 1 0 0 0 0 F 22A-tpl 0.089 0.00 0-00'' 1 0 0 0 0 O 0 0 0 6 c) AED excursion 68 217 Envelope loss/gain 769 1069 571 1224 12 a) Infiltration 4251 135 204 65 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 A ppliances/ot tier 0 0 Subtotal (lines 6 to 13) 1194 1204 7751 1288 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1194 1204 775 1288 15 Duct loads 1 4 7% 6%1 5651 795 471a1 66% 367 851 Total room load 17 199,9 1142 2140 Air required (cfan L- 5,")l 9 1 72 106 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 1- 2018 May-16 16 11 18 Right Suile2 Universal 2018 18 0 13 RSU24011 Page 12 nlislasraGIFSE Lot 228T hornbr ook eAnas t as iaG LS E mis Calc - MJ8 House faces SE I DEL -AIR Right-JO Worksheet W" I AM 0MMIQM" ahu 2 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 rax 407-333-3853 Web WWW DEL -AIR COM Job: Lot228Thorn brookeAnastas Date: 5/16/18 By: JA 1 Room name open to below stairs 2 Exposed wall 35.0 If 3,5 It 3 Room height 9.0 If heat/cool 9.0 It heat/coal 4 Room dimensions 20.5 x 14.5 It 1.0 x 311.3 It 5 Room area 297,3 Q2 311.3 W Ty Construction U-value Or HTM Area (w) Load Area (W) Load number Btuh1ft1-'F) Eft V[tP) I or perimeter (ft) Bt jh) I or perimeter (fl) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/PIS Heat Cool 6 1213-0sw 0.091 ne 2.58 2,34 0 0 0 0 32 32 81 74 2A-2ov 0.340 no 9,62 22,89 0 0 0 0 0 0 0 0 2A-2ov 0,340 no 9.62 22.89 0 0 0 0 0 0 0 0 13A 2ocs 0,201 ne 0.00 6.00 0 0 0 0 0 0 0 0 1 2A-2ov 0.340 ne 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov 0,340 no 0.00 0.00 0 0 0 0 0 0 0 0 Y__0 3A -2ocs111DO 6,xi e 0.00 0.00 0 0 0 0 0 0 0 0 0,390 e U0 0.00 0 0 0 0 0 0 0 Cl t-1, 12C-Osw 0.091 se 2.58 2.34 0 0 0 0 0 0 0 0 2A -2ov 0.340 se 9.62 21.87 0 0 0 0 0 0 0 0 W 13A- ocs Q.ZQJ se,_ 01()0 otfg() 0 0 0 0 Q 0 0- 0 12c-0sw 0.091 sw 2.58 2.34 185 185 475 432 0 0 0 0 6 2A-2ov 0.340 sw 9.62 21.87 0 0 0 0 0 0 0 0 t-G 13A-2ocs 0.201 sw 0.00 0,00 0 0 0 0 0 0 0 0 2A,-2ov 0.340 s1w, 0.00 0.100 0 0, 0 0 0 0 0 W Ca 12C-Osw 2A-2ov 0,091 0,340 nw nw 2.58 9.62 2.34 22.89 131 0 91 0 233 0 212 0 0 0 0 0 0 0 0 0 28-2fv 9,62 22.89 40 0 385 915 0 0 0 0 I 2oc I s 0.340 0,201 nw nw 0.60 0.00 0 0 0 0 0 0 0 0ti13A- 2A-2omd 0.580 nw 0,00 0.00 0 0 0 0 0 0 0 0 2A-20v 0,340 nw 0.00 OM 0 0 0 0 0 0 0 0 T1 2C-Osw 0,091 0.00 0.00 0 0 0 0 0 0 0 6 11DO 0.390 n OM 0.00 0 0 0 0 0 0 0 0D C 1,M-3EIpgI__ _-, __ _ 0,74 1,41 297, 297 219 419 311 229 F 20p-19t 0.050 1,41 6JI 0 0 0 0 0 11311 0 6 0 22A-1pI Mlio 0.00, 0 0 0 0 0, 0 0 0 6 c) AED excursion 270 49 Envelope loss/gain 1312 2249 310 464 12 a) Infiltration 620 196 62 20 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliam-eslother 0 0 Subtotal (lines 6 to 13) 1932 2446 372 483 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1932 2446 372 483 15, Duct loads 471% 66% 915 1615 47%1 66% 1 176 1 319l Total room load 2847 4061 W 1 802 Air required (cfm) 179 201 34 40 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2018 May-16 16 11 18 Right Suited Universal 2018 18 0 13 RS024011 Page 13 lastasiaCLSE Lot228TIiornbfookeA(ia,,tastaGl,,SE (LIP Calc -, MJ8 House faces SE Job: Lot228ThornbrookeAna DEL -AIR Duct System Summary Date: 5/16/18 A "EAT111i AM NNUfflIMMIG ahu 1 By: JA DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax 407-333-3853 Web: WWW.DEL-AIR COM Project Information For: Taylor Morrison 564 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 06 in H2O 0,24 in H2O 0.120 / 0.120 in H2O 0.148 in/100ft 840 cfm Cooling 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.148 in/100ft 840 cfm 162 ft Name Design Btuh) Htg cfm) Clg cfm) Design FIR Diam in) H x W in) Duct Mall Actual Ln (ft) Ftg.Eqv Ln (ft) Trunk dining rm C 1790 57 88 0.196 6.0 Ox 0 VlFx 27.1 95.0 SO family rm c 5119 212 251 0.183 9.0 Ox 0 VlFx 36.2 95.0 SO kitchen h 2887 144 135 0.212 7.0 Ox 0 VlFx 18.1 95.0 SO mstr bth h 1193 59 26 0,160 5.0 Ox 0 VlFx 40.3 110.0 st3 mstr rm h 4405 219 217 0.148 9.0 Ox 0 VlFx 52.0 110.0 st3 mstr we c 5 0 0 0.164 4.0 Ox 0 VlFx 36.7 110'0 st3 mstr wic c 5 0 0 0159 4.0 OX0 VlFx 41.1 110.0 st3 pantry c 5 0 0 0,209 4.0 OX0 VlFx 119.6 95.0 stl pwdr h 417 21 15 0.194 4.0 Ox 0 VlFx 28.6 95.0 stl study h 2164 108 69 0.195 6.0 Ox 0 VlFx 27.8 95.0 stl util c 761 20 37 0.191 4.0 Ox 0 VlFx 30.9 95.0 stl Trunk Htg Clg Design Vel®ric Diarn H x W Duct Name Type cfm) cfm) FIR f pm) in) in) Material Trunk st3 Peak AVF 279 244 0.148 355 12.0 0 x 0 VinlFlx Stl stl Peak AVF 840 840 0,148 602 16.0 0 x 0 VinlFlx Fk wrightsoft- 2018-May-16 16 11 20 Rtght-SuitOO Universal 2018 18 0 13 RSU24011 Page I a,laSiaCLSELo1228TIiornbrookeAiiastisiaGLSE rup Cilc - MJ8 House faces SE Name Grille Size (in) Htg Cfm) CIg Cf M) TEL f t) Design F R Veloc f pm) Diarn in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rb3 OX0 840 840 0 0 0 -[ 0 ox 0 VlFx wrightsoft- 2018 May 16 16 11 20 Right-Sottea, Universal 2018 18 0 13 RSU24011 Page 2 nastisiaC i-SE'Lol228ThornbrookeAnistasiaC,[-SE rLJP Calc , MJ8 House faces SE 3DEL-AIR Duct System Summary Job: Lot228ThornbrookeAna... Date: 5/16118 HMMO - AM CONOMNIIIIII411 ahu 2 By: JA DEL - AIR HEATING & AIR CONDITIONING 531 CODISGO WAY, SANFORD, FL 32771 Phone, 407-333-2665 Fax 407-333-3853 Web WWW DEL -AIR COM Project Information For: Taylor Morrison 564 RED ROSE LANE, Sanford, FL 32771 Heating Cooling External static pressure 0.30 in H2O 0.30 in H2O Pressure losses 0.06 in H2O 0.06 in H2O Available static pressure 0.24 in H2O 0.24 in H2O Supply / return available pressure 0.120 / 0.120 in H2O 0.120 / 0.120 in H2O Lowest friction rate 0,202 in/100ft 0.202 in/100ft Actual air flow 840 cfm 840 cfm Total effective length (TEL) 119 ft Name Design 13tuh) Htg cfm) C cfm) Design FIR Diam in) H x W in) Duct Mail Actual Ln ( ft) Fig. Eqv Ln ( ft) Trunk bIh 2 h 663 42 34 0.318 4.0 OX0 VlFx 5.5 70.0 bIh 3 h 768 48 30 0.311 4.0 Ox 0 VlFx 7.1 70,0 loft c 2140 72 106 0.203 7.0 Ox 0 VI Fx 33.0 85.0 st2 open to below c 2031 89 100 0.274 6.0 OX0 VlFx 17.5 70.0 open to below -A c 2031 89 100 0286 6.0 Ox 0 VlFx 14.0 70.0 rm 2 h 2935 184 177 0.270 0 Ox 0 VlFx 18.8 70.0 rm 3 h 1759 ill 99 0.206 6.0 OX0 VlFx 31.5 85,0 st2 rm 3 wic h 497 31 20 0.202 4.0 Ox 0 VlFx 33.7 85.0 st2 rm 4 h 2212 139 135 0.281 7.0 OX0 VlFx 15.5 70.0 stairs c 802 34 40 0.306 6.0 OX0 VlFx 8.6 70.0 Name Trunk Type Htg cfm) Clg cfm) Design FR Veloc fpm) Diam in) H x W in) Duct Material Trunk st2 Peak AVF 213 224 0.202 411 10.0 0 x 0 VinlFlx Name Grille Size ( in) Htg cfm) Cig cfm) TEL ft) Design FR Veloc fpm) Diary) in) H x W in) Stud/ Joist Opening ( in) Duct Mail Trunk rb2 OX0 840 840 0 0 0 wrightsoft- 2018-May- 16 16 11 20 Right- SuitcO Universal 2018 18 0.13 RSU24011 Page 3 nas I as iaGL.S ELot 228T ho(r ibrookeAnas I as 0GLS E fulp Galc = MJ8 House faces SE 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: L-ot228ThornbrookeAnastasiaGLSE Builder Name, Taylor Morrison Street: 564 RED ROSE LANE Permit Office: City, State, Zip: Sanford , FL , 32771 Permit Number: Owner: Jurisdiction: 691500 Design Location: FL, Orlando COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall The exterior thermal envelope contains a continuous air barrier, not be used as a sealing material. requirements Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit the insulation and any gaps in the air barrier shall be sealed, shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed, Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed, a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/door jambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated, Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation, maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned seace 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 spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall, thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend bebind ointoo aQU Virino 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 cornmunication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids UptWeen fire 5prinEle[ QovQr plaIQ5 and w@lls or Qpilin a. In addition, inspection of log walls shall be in accordance with the provisions; R ICC-400' 5/16/2018 4:11 PM EnergyGaugeO USA FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 FORM R405-2017 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2017 Florida Building Code, Energy Conservation via the residential Simulated Performance Method shall include: El This checklist 0 A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, e-ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst -case orientation, name and version of the compliance software tool, name of individual completing the compliance report (one page) and an input summary checklist that can be used for field verification (usually four pages/may be greater), El Energy Performance Level (EPL) Display Card (one page) 0 HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7 0 Mandatory Requirements (five pages) Required prior to CO for the Performance Method: 0 Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) 0 A completed Envelope Leakage Test Report (usually one page) 0 If Form R405 duct leakage type indicates anything other than "default leakage", then a completed Form R405 Duct Leakage Test Report (usually one page) 5/16/2018 4:11:31 PM EnergyGauge Oh - USRCSB v6.0 Page 1 of 1 FORM R405-2017 Envelope Leakage Test Report Performance FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Performance Method Project Name: Lot228ThornbrookeAnastasiaGLSE Builder Name: Taylor Morrison Street: 564 RED ROSE LANE Permit Office: City, State, zip: Sanford , FL , 32771 Permit Number: Design Location: FL, Orlando Jurisdiction: 691500 Cond. Floor Area:: 2582 sq.ft. Cond. Volume: 23678 cu ft. Envelope Leakage Test Results Regression Data C: n: R: Single or Multi Point Test Data 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)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures, 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4,1.2. SIGNATURE: PRINTED NAME: DATE: Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: 0j 5/16/2018 4:11 PM EnergyGauge(RD USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods 564 RED ROSE LANE Permit Number: Sanford , FL , 32771 MANDATORY REQUIREMENTS See individual code sections for full details. SECTION R401 GENERAL R401.3 Energy Performance Level (EPL) display card (Mandatory).The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1,1 and R402,4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489,105(3)(f), (g) or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the 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 leakagdNindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1,5 L/s(m2), and swinging doors no more than 0,5 cfm per square foot (2.6 L/s(m2), when tested according to NFRC 400 or AAMA/ WDIVIA/CSA 101/l.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 4 11 PIVI EnergyGauge(0 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 ofm (0,944 L/s) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential, All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SECTION R403 SYSTEMS R403.1 Controls. R403,11.11 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load R403.3,2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553,993(5) or 7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes, to be "substantially leak free" in accordance with Section R403,3,3, R403.3.2.1 Sealed air handier. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w,g, (25 Pa) across the system, including the manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. 2. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w,g. (25 Pal 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 (1 3*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. R403.5,11 Heated water circulation and temperature maintenance systems (Mandatory)Heated water circulation systems shall be in accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water, R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 5/16/2018 4:11 PM EnergyGaugeR 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 tank. R403.5.6 Water heater efficiencies (Mandatory), R403.5.6.1.1 Automatic controls, Service water -heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 140°F (38'C to 60'C). R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water -heating systems to be turned off. R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2. 1. R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar water -heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating, R403.6.1 Whole -house mechanical ventilation system fan efficacy. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403,61. 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 R403.6.11. 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. 2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. 3. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-1 1 and the ceiling shall be insulated to a minimum of R-1 9, space permitting, or R-1 0 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 beating 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 R403.6,11 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM CFM) MINIMUM EFFICACY CFM/WATT) AIRFLOW RATE MAXIMUry CFM) Range hoods Any 2,8 cfro/watt Any In -line fan Any 2,8 cfm/watt Any Bathroom, utility room 10 1.4 cfrn/watt 90 Bathroom, utility room 90 2.8 cfm/watt Any For SI: 1 cfm = 28,3 Llmin. a. When tested in accordance with HVI Standard 916 5/16/2018 411 PM EnergyGauge0D USA - FlaRes2017 - FBC 6th Edition (2017) Cornplia 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 tirnes greater than the design cooling load. R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1, R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7.1. R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the ECC—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 failing and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F (4.8'C). R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5, R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1, Where public health standards require 24 -hour pump operation. 2. Pumps that operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss, Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required. R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights, 5/16/2018 4 11 PM EnergyGauge(0 USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 4 of 5 R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature, A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard, R403.11 Portable spas (Mandator%e energy consumption of electric- powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS R404,11 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 4,11 PM EnergyGauge 10 USA - FlaRes2017 - FBC 61h Edition (2017) Complia Page 5 of 5 G P. ARCHWAYAY joa-'r) Ouc-1 t - wattlv,/far, cap 42X42 A/-- SLAB 20 70, -- 5 BY El - DR MIN P tro— by lNutore 696RN 2' FROM %,iA-L Ell 275. OVaS SUITE 215 bath duc-t ci WOU cap IM, PORCH S, STUDY 2 CAR GARAGE 7- 9, GATWRM ROOM 14 QT 55 12.6 1.'- o. d--. on doors to hobi:nble 011111HIII, Att duct 4 CD < 2: CC) CU Oj Z Z C:) z u2 Lu z Lu j 0 5 < Iz ma- --j u) o c 83x Y i 3= aai g+e s. Ieue sa:le+o s: ueJ scs I --' YbE S+! Il6C SF 3iWL* Ki9 SDI µ - iA LG A- 4_Aili vAT ` FGTJUti `iY.FCxAigE AlWG'* i i. G1iBh m3a e.s `x,easwx 4$ 6!'Y^, pR s•4; )4 fI` A both ^ d C d Buuour+p c x b 2a to %'OOf capB xea 20 T`N V/SY.Y 8240V SPH 4 5 pion uY 3. Bder a o pte w/fan v a es: ctea 1 —h vntforn by zz Nutone b95RNB ,naerc:,; GG doo s co hob+tnble dr rGG> 5. s i I E. dtder rY{ d tp prpvide n/ c duct [rinse L______ {{ • ____________._______________1 A'J 9t m , tipa Y yO ISF1W BEDROOM 2 b rG 24x8 1... 4 i Or 1413 AWIRYE 44. c 4tYM grJ.i4y Sws4ae sn 70x6 1- d 1Cxb lwcd Cw Must '— e c r, vRvr^ d—r3nce of 4 'v.ches Ground the — t,Gndlpr per the Stcte Raying I code. Fa d•..ct hes Gn r=6 ins..lG tbn vGsue. z L. 0 G CL CE o r , u j ) 4 z z w >( z CO0—__j C/)ii p 3 WASiE ZINE FROM 2MV FLOOR 1 7f}2MfNAT,"m n7tagacr Ft nr - _ TAYLOR MORRISON HOMES THORNBROOKE S.F. LOT 228 :... HOUSE TYPE: ANASTASIA i Wf LAUNDRY TUB PRE PLUMB 2ND FLOOR _ BATH 2 tic A A 3ATN 3 Lam-. - S;ACUROM 2wD FLGwoR- nRrA,%A',lN(274'K xsr FLOor, DESCRIPTION AS FURNISHED: Lot 228, THORNBROOKE PHASE 4, as recorded in Plot Book 81, Pages 70 thru 71, Public Records of Seminole County, Florida, PLOT PLAN FOR/CERTIFIED TO 90 , G1-'/ PROPOSED FINISHED SPOT GRADE ELEVATION PER DRAINAGE PLANS PROPOSED DRAINAGE FLOW LOT GRADING TYPE A PROPOSED F.F. PER PLANS - 22.4' 4* PROPOSED GRADE PER CONSTRUCTION PLAN /+* Taylor Morrison of Florida, Inc. IOWA AVENUE RIW VARIES) I MIP —• with setbacks and impervious area pma , (; L D=1 80242 R=1 00. O0 L=3,?. 14 C=3;?. 00' CB=S 70014'46" W RED R0xSc_".AL,_7 LA jVE 50' UTILITY & ACCESS RIW) TRACT I a&PINQ sU&CKS; PLOT PLAN ONLY* FRONT - 25' NOT A SURVEY) REAR = 15' SIDE 5.0, PROPOSED INFORMATION SHOWN SIDE CORNER - 10' BASED 0 SUPPLIED PLAN A - /1. ON SUPPLIED P.C. 7,277 SQ.FT. LIVING 1,467 SQ.FT. GARAGE 455 SQ,FE ENTRY 71 SOFT. LANAI 139 SQ,FF. BREEZEWAY- NIA SQ.FT. DRIVEWAY 405 SO.FT, A/C PAD 18 SQ.FT. WALKWAY 70 SQ. FT. IMPERVIOUS = 36.1 9 2,625 SQ. SOD 49 'q en FT H/W 252 SQ.FT, APRON 53 so, FE SIDEWALK 159 SQ.FT. SOD 40 SQ.FT. AREA 7,-529SQF-f DRIVEWAY 455 SQ,Ff. SIDEWALK 229 SQ.FT, 301) A Aaq qn rT CR USEYVffEM? — SCOTT& ASSOC, J.1VC — LA,1V_D SURVErORS LEGEND - LEGEND - P PLAT PILL' POINT 0" LINE 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-32,32 FAX (407)-658- 1436 FIPIA FIELDIRON PIPE IRON ROD TVP, PIR.C. P.C1C. TYPICALPOINTOF REVERSE CURVATURE PO N? OF COMPOUND CURVATURE NOTES: 1. THE UNDERSIGNED DOE5 HEREBY CERRFY T1tAT iI{IS SURVEY MEE7$ ME STANDARDS OF OF C. CONCRETE MONUMENT RAD RADIAL PUR STATUCS SET I.R. Va' IR. +/RLD 4596 NA. NON -RADIALON11ADAL 2. N REC, RECOVERED VI" WITNESS POINT IK P.O*R' Pac. POINT OF BEGINNING POINT OF COMMENCEMENT CALC. P aA CALCULATEDPERMANENTREFERENCE MONUMENT OR fitSfMENTS MAT DETECT MIS PROPERTY. 4, NO UNDERGROUND IMPROVEMENTS HAVE BEEN L TEO UNLESS OTHERWISE SHOWNOCA &RW CENTERLINE MAIL & DISK FF. 04. FINISHED FLOOR ELEVATION BUILDING SETBACK LINE J, THIS SURVEY IS PREPARED FOR 771E SOLE 3ENEnT OF THOSE CER1717ED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY R/W RIGHT -OF-WAY BA, BENCHMARK O"UrN`UOHS SWM MR THE 10CA77ON Or tUPROWMEMIS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY UK$, T CASCMIENT sal BASE REARING 7. BEARINGS, ARE BASED ASSUMED DATUM AKO ON ME LINE SHOWN AS WE BEARING (q.&,) DRAIN, RAIN, DRAINAGE B. ELEVATIONS, IF SWWN, ARE BASED ON NATIONAL GEODETIC DATUM OF 1029, UNLESS OTHERWISE NOTED. UTtLCL i UTILITY 9- CERTIFICATE OF AUTHORIZA170N No. 4590, CHAIN LINK FENCE VD.FC. • WOOD FENCE C/o • CONCRETE BLOCK PIC, POINT OF CURVATURE PJ, DESC,• Pa INT OFTANGENCY DESCRIPTION R • RADIUS L n ARC LENGTH D • DELTA C • CHORD C. B. CHORD BEARING NORTH CERTIFIED 8y: T"' ! RXU111JAI R 4714 SCOTT, ' L JAMS4801 SCALE k-- I- - 20 1 DRAWN BY,, --- PLOT PLAN 05-17-2018 DER No. j 136- 18 THIS BVILDINGIPROPERTY ODES. NOT LIE WITHIN THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER FIRM" ZONE MAP I 12117C 0055 F 5) J6 Z gA-) STATE CERT .LIC EC13003715 ELECTRICAL SERVICES, INC. HOLDER: JOSEPH STRADA 3400 St Pkwy NEC 2011tFBC 107 SANFORD, NFORD,FL STRADAN877-906-1113 ELECTRIC • SECURITY ELECTRICAL LOAD CALCULATIONS UPDATED 5-6-2012 MODEL: ANASTASIA BUILDER TAYLOR MORRISON SUBDIVISON VOLT/AMPS LARGEST LOAD-. HEAT PUAA.PS =SUPPLEMENTAL HEAT 15572 9nctudes Heat Pur,,,p and Heat Strips on together @100%. Square feet living area j 25851 voll"am s 7755 Small Appliance Circuits 3 4500 Laundry Circuit 1 1500 Dishwasher 1 1500 Water Heater 1 4500 Range 1 8000 Oven 0 Cooklop 0 Microwave 1 1100 Dryer 1 5000 Disposal 1 500 Pool 0 misc misc TOTAL OTHER LOAD 34355 FIRST 10KVA@100% 10,000 REMAINDER @ 40% 9742 LARGEST LOAD 15572 TOTAL LOAD 35 314 V.A.! 240VOLTS= 14 SIZE RECOMMENDED 1 200 MINIMUM PER 150 SERVICE SIZE: I I NEC 2 2.5 3 3.5 4 5 QTY KW 4032 10000 6500 5040 10000 6500 5280 10000 6500 6168 8000 5200 6888 8000 5200 8160 10000 6500 10 KW SETUP TON QTY KW 1.5 2990 5000 3250 0 2 1 4032 5000 3250 7282 2.5 1 5040 5000 3250 8290 3 5280 5000 3250 0 3.5 6168 5000 3250 0 4 6888 5000 3250 0 5 5 KW SETUP 8160 5000 3250 0 15572 POOL Ft0 24J '"a,Ik Note. This Load Cale is base on the information provided by the builder. The recommended service size will be installed leaving sufficient usage for future homeowner. r 1 14'-4' 11" -8* 14'-4* cn C13 NOTE: DO NOT CUT OR ALTER TRUSSES WITHOUT CONSENT OF THIS OFFICE, BACK CHARGES WILL NOT BE ACCEPTED WITHOUT PRIOR WRITTEN APPROVAL BY OUR SERVICE DEPARTMENT AT CARPENTER CONTRACTORS OF AMERICA, INC. 877-293--9487 THIS IS A TRUSS PLACEMENT PLAN. ITS INTENDED TO AID IN THE INSTALLATION OF TRUSSES ENGINEERED TRUSS DRAWINGS AND TILE R 0 0 F- HEEL--3/1 0 PLUMB CU ?Y4 12 TRUSS HELD BACK FOR PL 0 HANGER CHAR Ati = HUS 26 ( S I MPSON) JL= THA 422 (SIMPSON) 3/4- SUBFLOOR WALL HT, BASED ON 9'- 4" A.F.F. RE FER TO E PACK FOR 2*-0" TYPICAL 7' SETBACK CORNERSET LABELING AND SPACING Loeaed f.d uarK Total Truss Ouontity = 189, General Notes I) AY paro6N od --s Iipt V- 'e 1w 3) AO VI,ss p..og b 24- 0 C any W— d 4) Per I- PWk OM-81 --dA- x-b-N 0.4d be p%s.d d S'-wq 15' a C, — the v- frt p.AH5 e a — d 2C beexM tween1- b- W"9"" the 9[t{Kt- P*. a leer to BM-81 ar o"y Wda-d b-019 dew, ROOF LOADING SCHEDULE TCLL = 20 PSF TCDL = 17 PSF BCLL =. PSF BCDL = 10 PSF TOTAL 47 PSF DURATION 1,25 % WIND SPD/TYPE= ISO MPH ENCLOSED BLDG EXPOSURE = C USAGE = RESIDENTIAL CAT 11 MIND IMPORTANCE FACTOR= I UPLIFTS BASED ON= 92 PSF DESIGN CRITERIA FBC 2017 TPI 2014 d y— addfIT -,,- I tlo-#P lf t, -,= FLOOR LOADING SCHEDUL TCLL = 40 PSF TCDL = 10 PSF BCDL = 5 PSF TOTAL : 2L PSF ALL REACTIONS OVER 5000# AND UPLIFTS OVER 1000# ARE SHOWN ON ENGINEERING. WALL KEY 9'- 4' 20'- 3/4 LOAD DESCRIPTION NIT DATE CARPENTER CONTRACTORS INEOFAMERICA3900 AVENUE G. w " tNT C R HAVEN LORIDA 33880 p BUILDER TAYLOR MORRISON PROJECTTHORNBROOK MODEL 2582/A CCA PROJ/MODEL/ALT 9A6/ 9A7/258SE/258MA/258TA ALT DESC OTC : LOT 228 BLOCK r- DESIGNER PAGE iip 1 DATE 12/ 16/10 A LL '1330071L_ SCALE 1/ 4 A EdI II " OkiMCI i ik11IMTO - irKjIKTLC Builder: TAYLOR MORRISON Project: 9A6/9A7 THORNBROOK Model/Building: 258SE/258MA/258TA Lot Alt: Lot: 228 Block: Unit: Address: lobNumber: N333522 New Load #: RA01 CARPENTER CONTRACTORS OF AMERICA, INC 00 WINTER HAVEN, FLORIDA 33880 I,js oA PREPARED FROM C"PUTER 111"T (icADS S DIAE"JONSI SCO-UTIED BY IUSS Pfl. ur STRONGBACK BRIDGING GUIDELINES FOR ROOF TRUSSES StrOdgbaCK Bridging CUIIelloeS for Roof Trusses St-ongbac'K bridging for roof trusses is not a requirement of ANSi-TPI 1-2002 but It is a strongly recommended guidelineno by Carpenter Contractors of America. Iserves the following two furrtions; 1; Bridging aligns the bottom ctords after they are so' so they are unl'orfn along the ceiling line. Tb1s,in turn helps minimize wavy cel-Ings' after the installation Of drywall. 2) Bridging helps 'planing out' the transitional or relative de— ectlon 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 ' 4 *Inch, Strongback bridging In root 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 10" s Gaye been accounted for with tA',s detail and continuous strongback bridging should not be attached between common and girder trusses that have more than W Inch differential deflection. S7RONGaACKS SHOULD BE ATTACHED TO WALLS AT THEIR OUTER ENDS OR RESTRAINED BY OTHER MEANS. STRONGBACKS SHALL SE A MIXINMUM OF 2X6, AND SHALL BE ATTACHED WITH A MINIMUM OF THREE 16d COMMON OR (3) 0.132 X 3' GUN NAILS TO A. 214 VERTICAL WEB MEMBER ne grapBIc shown on tnIs detail is For generic illustrative purposes only. The exact location of strongback bridging will be specified by Carpenter Contractors of America. The use of strongback bridging shall in no way interfere with any other design considerations specified by the Engineer of Record or Building Deslg-er. The naiii g requirements shown are consistent with ANSI/TPI 1-2002 for strongback bridging. N. T,S -lot To Scale) Design Crit: TPI-2002(STD) 12L5,' r%'TFY PLTTYP, Wave C; RT= 00 1 10 (0) 7 3 11 I FL I - 1' 1 TC LL PSF REF R081- 48357 IF— vI :.L—' I 0 JC OL 8C PST IATI 07128/0 case IMI.I. OL PSF ORW "UsRoal o9209398 N . 6 12 IBC LL PSF HC-ENG OR/DR ALPINE ALPINE0 1 . LD, PSF AR 6 1 1111VII. .1 A.I -i I./' N. 1,' IS' b7ATE F I DUR . FAC , ROM A - T- nws"d)_q c. III— Ilt— .1 niC FL C0,4 to Z75 oRi Jsa SPACING JREF 17T408I_ZI8 Simpson Strong -lie' Wood Construction an t rs HU/HUC/HSUR/L Hangers HU and HUC products are heavy-duty face m ia)t j0isL haliers made from 14-9auge galvanized Steel. The I UJC is a concealed flanqe flanges toured ini voislorl of the 11u, i L is awdaialf) with both flanges con--eale.d, provided the W dirrension s 2'AW' or greater, at I of the taido load. Specify HUG. I it- is available,, with one flange concealed when ::he W dune-SIOT K loss, than WV%," at I (YYY, of tne table; had. A Material: gauge, Finish: GaKanved; ZV-AX' and staink-ss steel avdk3hle Installation: fill the, I ic+? to the specified en rhffin-erlt depth plus Afterrativety, d,11 the Ya"-diameter hole to the specified embedment depth and [4r.w it dean rjsInq compressed all, Ga' ltlori()"(".mz(:d'fia(1)(Ao hde, in the base material will reduce or eliminate the n;ech3n", I inle.&)ck of the, threads with the base matey al and will reduce the anchor A minunurn end and edge distance of I is required. Options: Codes: See r), 14 for ;ode reference Key Chart Concealed thnqas HUC410 Ire — HU214 HUC410 Installed on Masonry Block End Wall HUC410 Installed on Masonry Block End Wall 279 HU/HUC/HSUR/L. Hangers (cunt.) Ttx., prc duct_ ar, a. r lable wdh t3 itntional u rr soon prc tec6or, Foy x € fonf a6 ur, sae p, tS. 03 i. Upllf_ bans have Lxft,,n ac posed for eartixiu.,kc or wn"I rl-fatiun fxrtFa ,nc'eaw-, is alowcxf. ,. 2.5W RSi and r inimum f',-, - 1,504 psi. Fo9x u rfy o•» flarti ; is GanceabaJ sG'=ify ruf,t o. f.`.' ;.o ealrsd flame:. v. Models wiL' "X' are riot etoc:k iter=:a, 280 UPOATEQ 0411707 ia Simpson Strong -Tie' Wood Construction Connectors HU/HUC/HSUR/L Hangers (cont.) IS lheSe woauv_,S are avadable, aiV' adC;t,nA CWMSrOn plmtee*,Ic^. see p. 18. I Wpll' kwids i,),-,rewsec f,,, 2. NbIlliumn 2,500 psi wiri mr-iwn Prn = 1,530 psi. 3, "U)en onty one I,ange,. +scccnGe,*'_ Specrty rcht or lell co,c,eake 4. jmzffazx 281 Simpson Strong -Tie Wood Construction Connectors lsIMPSON 0 All-M 111 Face -Mount Joist Hangers V Y This product is preferable to similar connectors because of a) easier installation, b) higher toads, c) lower installed cost, or a combination of these features. All hangers in 111S set ios hate (A)Ublei shear nailing — an innovation that distributes the load through two Points on oaoh joist nail for grou'nr 3-,nqth. This allow, for `ewer nails, faster installation, and the use of all Goi--rrion nails for the same cone ton Double hear hangers range from the fight rowacity SUS hangers to the,, highest capacity f IGUS hangers, f or medium lead truss applications, the MUS offers a lower cost alternative and easier installation than the I IUS or TFIA hangars, while providing grouter load capacity and beating than the LUS. AGt JO hangars provtoe sirnikir capacities as, HGUI, double -shear hangers, brit h,(,y use. Sim nson Strong -Ties Strong -Drive"' SDS, I leavy-Duty Connector screws instead off nails for faster and oasiet Installation, In addition, the Strong -Drive SIDS Hloavy-Duty Gonreic*or screvis help transfer the load hetwien the pile" of the supporting girder when they pe,iohots all piles. Material: See Iablw5 on pp. 236-237 Finish: Galvanized. SOir(., prOOL10s available in stainless -,feel or 71,AAX* coating see. Corrostor If rformation, pp, Installation: Use All six-,&ied fasteners: see G-foral Notes. Nails must be drive,) at an angle, through the joist of truss into tied header to achKwo it)(,, table Vad,. Simpson Strong-Te, Sm,rig (rove SDI. Gwrie"Jor screws are sup lied w0i the HGOD, The thokricss of the, supportiq qirdor must [,,e oquLl to or greater than the screw length for applications VA -tern the lerqtn of if',(! Supplied screws exceeds the thickness of the s,q)[YAing girder, 3" or 4 V2" -30OWS [T),'iy bf,"50' Us', 11 Ited *01 the longer length SGro',VS with no bad (601-10101), or JShirl Uock may be used as approved by the Designer. Not cx,,sigtiod for wolood or nailer applications. Options: LUS and MU han- gers cannot be modified. Concealed flanges are nest available for HC,,,S and 1-11 iUS. wr sizes ava;lublo: consult your Siuifo'KAIShOnq-1 C representative. Codes: See p. 14 for Code Reference Key Chaff Dc-d-Je- Sf'ear NOIbly o'r" Vie, I' Or 2y" V4 fOr 4x s LUS28 NA hr-, N<Ar g V* siwe V'ev. (AVO'k"hic on Do net some rrojrits) heno t& U."i. Fla."11 *-"'( HHUS210-2 HUS21 0 IHIP4P6, I It q10 sorrily!) Typical HUS26 Installation with Reduced Heel Height Truss Diosqnor to provide fastener qj,,jn!j(y for cor)no,,;,'jny multiple Inernbets together) I 235 0 236 LUS/MUS/HUS/HHUS/HGUS/HGUQ Face -Mount Joist Hangers (cont.) I* Thee woorjcte are available with additional (;cqtroetiw Th 3r ,_- products are af:pruvec for instatiation with the Strorrg-D,ve rro,er,,fikon, For more irtormax—, €ee p. I P. P, c.0 Gowicv,-r screw. See gip. -',9-4C for more nfarmaro. E311 a Note: Fo, dtnu,sions and ',,stonc, sc-_ T"ek, Se(' taek" '0017'_7ts on p. 237. HHUS/HGUS See Flang6k- Option nformation on pp. 121-123. HHUS — Sloped and/or Skewed Seat HHUS1( handers can he skovod toa,-r,,xrn(jm (,f 45' and/or skped Via maxim,nr of 45' I or skew only, maximum alk)Wable download is 0.85 of the tatAc kra'o 1-orslopedonly or sloped and skewed hangers, the, rnaximurn allowable download is 0.6,'7 of the table, load Uplift loads to; sk)ped/skewecl conditions are OXI of the table load, not to exceod 2,475 Ilb. The iolst must be bevel -ad to allow for dOL)' Ote shear na ling HGUS — Skewed Seat HGUS hangers can be skewed only to a rnaxirmx) of 45". Allowable loads it(.': HGUS Seat Width Joist Down Load Uplift W < 2" Square cut 0.62 of table load 0.46 :j table 1',ad W < 2" Bevel Cut 0.72 of table lead 0.46 of table had 2" < W < 6" Bevel CUl 0.85 of table load 0.41 of table had 2" < W < 6" Square cul 0.46 o! table load 0.41 of table load W > 6" Bevel CLII 0.85 or table load 0A1 of table had Acute side Z. Peuvy angte Top View HHUS Hanger Skewed Right Jois bovot cut) All, ois, nails installed on the, outside, angle (non,l('rdr) side). Simpson Strong -Tie' Wood Constroction Connectors E= Face -Mount Hangers 0 The, c Drodiots are ava,lat* #, sdo 1,3nal co,rosor Pr Inosroouc!s are at,.,)'o',Oo to, installar,x, w4h the 'Snorig-LI'l,01 Poloction. Per _-ro Ncrrnxion, sope r. 18, -'7- Gori-wloi scree„ So- pp, 39-40 for mole tn'orm.won. 1, Uplift Lads hive been invroasrid for wAnd or ean-)quake loadingw0h no [Linhie" no' ease allowed. Pe_ucc C irie: bads W),e, -i. 2. wvd (I e0l) is a run )IOad oll 3. VtnIIni,,n heel neign, ahoy i roo,jired to achovo fill table load,,. For lus, than heel soe torhrv,al bi Antv I-C_ki_ at striongtie.com, 4. Tua ui,,_?d nay Inv! allowable LaJ,, in accordance wtfi ANSr F1 --2007. SiMpson Slror-q-io' Coarioclor Solector " Software ryl,, Aes the fwaliri of crcss-grab lens or in Ifs hanger ALvmble, loadsr car aJd_iat A 5. S m;,-,s ,orSt,org-Tiel Strong-Dwel SIDS, Cor)qi screws are to be nstalec through metal _njss, plates as approved by fne Truss err' g, or, orcr,,oed the -,f AN3IT'll 1 - 7.5.3.4 and are InO roqofro 1hrokii)r, I'a nine nlaxn'urn -f "fIV V, 6. St,onq-Gn,c SDS lioaV-Duty C xaAscrews (ha! penetrate A jrke_i of It,, supforn,q gilder (; IIWS, 01i a Inill- (v- ("t 1 into ilb", tast nnrra > ', also be used to -,ansfe, toe: kxlc thloao,n A th't ck" of tr qi,CA-. A?vcn Strong - Drug SDS -ieavy-Duty Corrociter scewsdo rv,'perovale aloes of the :&o ort,19 q,de, 1-uss, sun*,,neltal Strong-Dwe SDS teary -Duty Fit lh;, havV,,,,,,- M" 4i be rog,rfoo t-I r-Tvifor the KIIIIto I , i,Iss obey not -_o etatea by the face iasterers, as detarrved Ees-q x-, 7. r re,, S_',)PO-flg girder [RISS must have, adequate thickness to azoOrt"Mociale n-ie serow ljeng;:), sc, that tho screw does not wcnudo 0L.t the back Dt JKr St,org-Dirve SUS I connector screws may no oritsIitutod to, the finger St,org-Dnvo SE.),13 I lcaqy-Duty Corno,,Ior tic't"r, with no Ijarl -edu(*o% 3, Loads show'. are based an mn In,jm 2x canyirg .,ember for nailed txts.n 16d iqtc the joist with ro k,,a'd redu"-,K)-,. With single 2x ca"Yr)q ni,nlbefs, t" I'A', 10, x I in n,,,k two the h5ador a; (I ICd ctYmrnons Into lhtj joQf, b,nd ; od,ice the load to 0.64 o' the lanlo value. 0. Nails: 160 (. 161' J,i. x (ic 1'[), ?6-27 for Wh,!! i"d arp e 0 4) C C 0I 237 HTU Face -Mount Truss Hanger The HTJ face -mount truss hanger has nai patterns dos,gnoc, specifically for shallow heel heights, so that full allowable loads {with rrinirrurn nailing; apply to iwol heights as low as W. Minimum and m`tXrfTlUR_ nailing options, provicesolutions for varying hod heights and end conditions. Alternate allowable, toads are provided for caps tween the end of fit,-, truss and the (;ah-ywg member J") to 'h" max, is allow for greater construction toloiances!MaXiInUff) gap for standard allfowat)lu loads s 'I/W' per A TV D 1 16'1 and' D 4 7. `tee technicalI - bulletin 7-C-HAWER,-,APS at strongtie.com for more information, Material: 16 gauge Finish: Galvanized Installation: Use all specified fasteners; see G(,,n(-,ta1 Notes Can Le, installed rIll-q round holes only, D'hililIq round and-.nangle. hales for rinaximunivallres See alternate installation for applications using the i I -TUX on a ?x,' carrying incrnhci or I F1128 or HTI)2 I 0on a 2x6 carrying weinher for additional uplift rapac ty Options: l F'U maybe skewed tip to(311/z'. See Hanger Optranso! i f,l. 239 for allowable V)a&;. Codes: 1-ole 1). 14 for Code Reference Key Chant min. Iteel height per table. HTU26 Typical HTU26 Minimum Nailing Installation 1. 1— 13.11 --,", -- " truss and carrying rinernbe! Alternate Installation - HTU Installation for HTU28 Installed on Standard Allowable Loads 2x6 Carrying Member For 1 z" n),aximum gap, EtTU210 similar) use Afternale Alli Loads) Standard Allowable Loads (1/8" Maximum Hanger Gap) I ne. maximUlInx-gel ;ao :s i itoas"ired bMweoo the joist (_,'rurss) enc anj Zhu ;arrong -enoGr. he1j' irS fill 'abk, Wij, we basrJ 2 3. uplift has f., wino or ea'rqu'kj loadnj will, ',) 1jul,w icv,, v eaflowea; red,xe W)(,,e c)wer loads govern, 4. VJn,, t'6 is a rat,-,g, 5, For hariqe, gar acW, L;se it,(', M7-n.lrate All,w,,',,k,, 6. T"'ss 4("d (ros -qfan te''on rl'yV I FTA-, allowa C look I wit') ANrA --f A I - , '1tr(1n0'-'ie"_',on^e0or yalk"(_lo- scftwarc inatijes tre evakfal ot, of crass-grav- tors,on hes hznge., aAoweols loads. Fo;adcrondl "-'Ont&(J sunt)"'O" stro, 9-Tie. 7. Wac' io s shows areLasedXa ITWIVI!Ufr 2X Gwyt'g ,"embe', For sl^31e 2X " wynq use N'(' (I(K) x 1' ) lails .,'!olne header anci dw"o tt. e allowable download 1c 0. 7, of 91, 1"Lik E.il one all'-wjc4e r1rAft is 100o o! 11',, tW'ko I)d(j. 8. Nails: 16c = 9, V,2' di- x 3 V long, I u_- 0. 148' ta. X 3' brig. I "I X I',," = 0. 148 'd A. x 1 11" long. See pp. 26_2 i tor'Zrther nail 238 UPDATF0 040 70 7 HTU Face -Mount Truss Hanger (cont.) These products are approved for i with Vie Strorig-D-el SD Go,viedo, screw. See :,p. 3,4-4C fog more infouraliun. Alternate Installation Table for 2x4 and 2x6 Carrying Member 1, See lllhle ahoae for ilirnertst«,s and add tioral lortnotes, 4, Nab,: '6d - 0, 162' do. x3",' kvq, Wily ", -0. 148.' dia, x 116' hrq. Vax,-j, to, ge, qao lu, the Sea PP. for )!tw , A sze", 3, W nl 06C) is , idowiLao raing. Alternate Allowable Loads (1/2" Maximum Hanger Gap) t_o 'ablU (), P. OpLions: See, Hanger Options infofmation on pp. 121-123. Skewed Seat Skewat+, up :o Avai.1alk, in singl e and 2-ply size, No Lovul cut rcsjuirod. Allowable Loads for Skewed HTU Hangers 1. 1 jplif' loads have 1,,eet, for wu,jur 3, Max ,(, Fiangcr Tir belw-, e,,d it j,,I,,;t (!,Uss) 3, d `ace of EBrthaJaKe hldilq W 1h rc fylhe, increase s 'A'. Reifikxe vt,eie (,Wwr k"Kis go'e"". 4, NaiK I R, =0. 162' d.a, x 33 !,J!x A, 148'4,3x 1',' h-J, niilfeincreased, IOJ - 0.1,W d'a, X 3' kxnc. Fee Pp. 2Fr?7 for other nail szes and intarmation, I 239 THAfTHAC Adjustable Truss Hangers E Is'lite This product is preferable to similar connectors because of a) easier installation, b) higher loads, c) lower installed cost, or a combination of these features. The T1 iA series have extra lot ig st, aps that can be field -formed to give height adjustab4ity and top flange hanger convenience. TI iA hanger s can be nst,led as, top flange or face-rriount hanqo,s. THAAIx and TI-IA2x-2 m3dels feature a dense nail pattern in the, straps, which provides more installation options and allows for easy top (binge. installation. Material: See table Finish: GAva,iized. Some procticts available in ZMAX" coating. see Corr-is;on Information, pp, 15-18. Installation: Use all specif,ed fasteners see Gentfrzol Notts. The following installation methods may be used: Top Flange Installation —The straps rri,sl be field formed over the header -see iat* for minimum lop flange requirements. Install top and faco nails; according to the tablo, lop naik steal not be within '/." from the edge of the, top flange members. F cr the 11 IA?9, nails used tot joist attacnintent must be driven at an ah9le So that 11 IoV j_)U 1011'Zite thlot)qh the corruar of the joist at KI into he header, I or all other top flat'ge, instak',hor,"'. s"rakilbtert IN, dos lble ""bear nalling lahs ar'd Install IN, naffs straight Into the Face Mount Installation — Instal all face nails accordinc to the lao1cf. 1,10 all nail I iok,s will be 1111"'d on at modals. lodds. f)n I nWel" whe!(" thote 6ro more nail holes than, eqr lied, 'Jle lowest four face holes rruis, he filled, Nails for the joist atradiment mess] i)e driver, at an angle ""o that ttev r)ewetlate thiough the xviet of tt-e loist into then boader. Alternate Installation — The THA 4x hangers may he installed in a top flance configu ration usiry, the tabulated fasteners to, faGe-MOlint 111<;talktOn iind aG'1119W the faCki-MOUrit installation loads. Instal the tabulated fCe nalls intc t"(" fax, and top of the c, arrvit-q r1sinber. Notts 1_60d for Inc joist attachment must be, driven at an angle so that they penetrate through the corner of lhe joist into the header, Uplift — Lowest face nals must be filled To achieve uplift loads. Options: THA hangers evailatk, with fix,, hoa(kir flanges turri(xi in for 36/ 8"(excejot I I (A413) wid larger, with no load reduction - order TI 1AG hanger, Codes: See p. 14 for Conte Reference Kev Chart for I HA142 2 lr lotTHA422-2 THA426- 2 I THAC422 Fact nails lopoills Pat table net fable, I Y" typical 211,, , 422-2 a' d HA4262 THA418 LoAjIe4x2- Use full table value Single 4x2- See rootn( m, 3 W Siraighter IN double shear nailing Lit), and install tails straight into the joist Typical THA Top Flange Installation on a Nailer except ( I /A 29) Alternate Installation of THA422 Doilt*- Stleaf [-'-I Do:-ne Dot't_'k_ Si e J, 0o, ible- Na'Ina Ina Sd"n eV. S d , view:ioNa lin'C 3o no; some cui=?sl lop view :v ben,! tan U.S. Palcnt s'("fK J'51`10 2A C THA29 2 tart tads 4 top nails dotal) 4- Straighten the OUbla shear nalliq tJtpS and instal naits straight Typical THA422 Top Flange Installation on a 4x2 Floor Truss Typical THA29 Face Mount Installation Typical THA29 Top Flange Installation 30 S 229 THA/THAC Adjustable Truss Hangers (cont.) a 230 These P o. arts are available wrh add llonal corrosion nrcle;tn, For more inlOzrseep, 18. 1 1 . 1 Jillifna bee", "nd"' n,-,further ir'.d Vvi'd( I nO; is a dow, kw,-Winq. 3.F, v single 4X2 tap,Fordcarry irvg cryme!s ,ingk-, 2x riailss, ihniollowtnj THAhangars can tic ii-stalled using 1W x I top nails and (2) 16d fsce,at wits; reduced alhwalule loads as %ed T i/k4', 9/- iM?2 1,411", IC, ?11, to. ,or `P-A,26, i,24' Ih, f')( FiV,'SP, ',S30 lh, fo• 5'l T IA422-117HA426- 2 2,345Ih. f,,! F)F/S2,C1, 1, lb. for ;F)F. Load4 a on hang,, ;-istAlat ons at pa,ei points, 4. Face -mount instillation loacis are based on -nr^lum of -pty 2x carrying member. I o, s,.'gle 2x (,Awpug members, usc lGdx 1 '3" nails nio ?he ca,yng member and tabulatod! Wtorers into the can cd rn,,'bc% a,c use MG of the table vzilrie to,- lt gauge, and 0.68 of the table value to: 16 gauge ara 14 gauge. t'. M"). lk)J) i 1,,)!',I(,' to, the rn nv-jn: lenqft ('f strap tat !"u"t be fi,11 forfrod ove, the fader. aric the. ether s1rat) wrapped over the toss chord according to he top flange -tailirg (see drawinc on Jn, 229) Ann ")("hofe full !",it)(14med, toll flanclo, instalh or loans. 7. Nails: -,d = 0062ma, . 316i' long, 10d da. x lcng 0 148' d a >. x I W, k-,'FJ. So, fif). 26-? 7 for o-h it sir 'i,d I SIMPSONig THAR/L422 Skewed Truss Hangers Designed for 4x2 floor trusses and 4Y beams, the Ti-IARA, 422 has a standard skew of 45'. siraps must tx3borfl (of top flange installation. PAN railing helps eliminate spkttinq of 4x2 truss hottorri Chords. Material: 16 gauge, Finish: Galvanzed Installation: Use all spocvWi d see General Notes raps mus! e fiek)-formed over `)e header a minimum of 21,2" Minrrurn and maxi -run, nailing configu rations ixailatk - see; (ablii, for nailing ieouirernonts Codes: See p, 14 for Code Reference Key Chart THAL422 1. tA31"! has Leer i erase for wln,-r. or czar-q.nke kc,,,),Jinq witi- nr1her move wher of Iv qove-. 1 ? 51!, loads, I by -,Ine, Fko, hacs ay be adjust c `err Oura(;, Is to tile lfeydo t-,osa in lf-,,) r,;31 S,J,,Trl. 3. Wne- the tor, of the carried meamber ie ',jsr, with the lop Otty, c n yine me- hor, K'" --, ,, IA to, :he of the, C,v i,ec memr>,,, Other wtso, all ben --aso,tc, frGm * he tap ef the bearing seal 'u:he top Os V- r -Arryvq -GMrC,, 4. Nails: 10d -- 0.148' do. 10d . C.'46' --,a. x 114" long. Sco. iD. 26-27 "o, ot-iorail s2. are irfczitoli. Typical THAL422 Installation with Minimum Nailing on a Floor Truss with Double 4x2 Top Chord to 0 0 Q CC0W 2 241 Simpson Strong Tie' Wood Construction Connector's SIMPSON A aik- Emma Truss Hip/Jack Hanger The versatile THJA26 can accommodate right- or left -Hand hips (at 45-dogroe skews), and can be installed before or after the rip and jack, Can also be used for doj,',:Ae (terminal) trips. Material: 14 gauge Finish: Gahiarived Installation: I Ise, all 4)ocified fasteltors: Nol("Sr All rnuftipk, nre'lliber", rnwil bo "'Islenod together to act as a single unit. St -all be ailacfod to a double girder truss to allow for required mitunit,ni nail nwiotraton. See ICK.Anote 3. Options: Ibowi hanqiif; cannot he twxitfiod Codes: See or 14 for Code, Reference Key Chart THJA26 Typical THJA26 Installation Top View Terminal Hip without Center Common Jack Ji1ift load. have been increased to! Wryi or earthqwj,a Ioao ng Wrl- no furhot allowec, roouce O)e'o aIhw loads gcvorn. Id:)Wnloadra:nq, 3—cads show i xe ooam,nmum :2) 2.6 canyfng —ember. For airqle 2x carrpiq .tee ,--be :s (min, 2x6), use 1W x I IV' nab and use 0.67 of the table v3kc. For (212x4 aging rw--bcrs, muhpfi V-e download by O.E,). ere, latorf hip arxi jack aRowaol . loads a s.rr., Y at 7 6b o= the total bay d 4f. uicd o th, ! n and <.=.a to rho jar.,k. R, s penn,Ved'c dslrlbule 65% to 85'Y, of:,ic ao-jla,w Total load to the hip, and II)e remaining percentage of total Iced to :he lack, T-.e cornbwed h,p a-,d pcK load may exceed 1I-,Qour)I shed ictal o'so. 6. 1 or terminal Nrs,divide're total allowado load by i to oolc,mne the k,ad to, each gip, j. Tjja,q ;ho,(j jcnsi. , niay limi! allowat+, Loads ir, with ANSI/Till I - i, SIIT' fllrlo SI,o, q4qSWrwxo 'A-dS 'NI rtrWOI in nsnanqer aRcwaW Was. Fo, aodi!,anal contact S -mp or= Strong -Fie, 8. Nails: '6d = 0. 162" cza. x,31/2' I os, 10d x I lh" = 0. 148"dia. x long. See pn, -',)7 to, o'her %'A Sxlz 247 I VALLEY FRAMING & BRACING DETAIL I 1 01 Lumber Size and Grade Minumum Reouirements TRUSS TRUSS UNDER VALLEY FRAMING VALLEY RAFTER OR RIDGE op *CRIPPLE apples 4'-0' for 30 psf (TL) and 20 psf (TD) Max, c+the crippes tar oath row starting from the vabirys or sleepers working inward to the ridge Oozed so that cripple locations are gored between rows. Ty 0) nnection Requirement Notes 2z6 rafters to ridge 4 16d toe-nads Cripple to ridge 4 16d toe -mils j Cripple to rafter 416d toe -mils S 16d fucnads Rafter to sleeper or blocking 516d toe -mils Rafter to two Zx6 sleepers. 416d toe -malls Steeper to truss 416d to -nails Two Zx6 sleepers to truss 316d toe -nails each sleeper & truss Ridge board to roof block 416d toe•m8s Ridge board to truss 416d. toe r»ils Purrm to (Typ) 316d toe -nails, Taus to blocking 416d to-mits Truss to cripple 416d toe -mils Truss to cripple 416d toe -mils Cripple to Purim 316d toe- nails Collar beam to rafter 4 2.6d toe -nails E; 16d;9.162'x3.5*) CC IAMON NAILS Thisdraw" applies to valleys with Ito following conditions: 4nsta8 blocking under rafter if sleepers are not used. Spans ( distance between haste) AV-V or less -install blocking under cripples it cripples fait between Maximum valley height; 24'-0' tower truss top chords and lateral bracing isnot used. all NOS 44aximum mean roof height: 30 feet -Apply m coiling to accordance le s noted oth requirements. r Nabs arc common oaths mils unless noted otherwise. j J ASCE 7.05, 140 mph, Enclosed. Cat II, Exp 8, t=3A, Kzt=1.9 j 401 A Maximum of ASCE 7-10, 189 mph, Enclosed, Exp D, Kzt=1.9 ereee E. 1VS% A) ( B) (•' amen— wAa Alm rv.sau ALL move mi T," nw+b+a = Ti O. 9TC L L, 201 30A40 5.4 Re.F VALLEY FRAMING 7e4trw ! iIXORSH DO W.V= in ALL WnRAMM tHCfimbW TK alrlAtr.sss.+ i Trx _ ne`a"..sba.v. [wv tit foLrir 't.a. 1b'+diro. MSsatV uA RAe. w s ! rwu, a,. wx.a. su sat nro C.V— sar..y m,. 1 m° rA aw^a..xr. + , fii i3L 14 20 7 7 DOTE iGl03.11 s arm to a.'ro.M+o a+ax. rn+cuana. axc.wrs r,ul orom. xereervr,r araa,p o.t w, a. rsw ox+..,ar. xue crw.s sA,a r,... aspen axma,.a rwca..t an..wro .,+s a°t3"' an6a : Eat' DL Oi 0 0 0 DRWG VACNV1801015 j{ ( _ 9bll ,... IraPe=xr xxpdiea utk4. taxes.„ ,,,, rat a.*.une*x I, rxssr.s,x ff ..'aTRTE { a'', I U U i o+"°° rtr . er YeScla4 w Kc o-'s » 17 a W, - W oU.... AW, a.tea :ro ...sn ' . BC i,v _ ._.....------ ao. u o e. u p a. vat x a.sw .tees axe atH..x w. z Q 0 0 0 0 sxra- a s^e•r+as tarty ifw n,"r+n s+.s, r+ww. A , n d .sn er m sa ra r> z. 1 ram a. • .aw6sg •;L {) R Q,*'t TOT LD 0, 00 4 7 61 ANSTWCClWANYass 't4 pry have xe 4xn5 h erx+ance +ttn Al4iTi L x far r+r+a+n. s"*'e'!} xqn t M t+xsses, A sat en yAreewq s+? a.y.+wa erb !a*!6 t+Aeaees aeaoxvu of Dr'ar<sgoert 4iy. (' 'ra•• 1,f^+ ^ —_.-, _ ... _ rx a+ry wri i. r or '' A.1 Tr .ewnny a.a ..a..or ate a.x+,a v x7 J i<, ,. 1 iDl.' P.. FA2. 3 25 f 2 i r'. 3b9i tArR %.- .- t NS'/Pf 1 SeeL , FA isn Car.IrC 67Gsi rut rcrx Arw+w±len tee xNs ps+s en+mel xxx .rn vvx ..b axrr SF,'>,i'1.}4G SEE ABOVE Cracked or Broken Meriber Repair Detail Goad Duration 0% ^ o r P,i,rntinn 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 no more than two breaks per truss are allowed. Contact the truss manufacturer for any repairs that do not comply with this detail. B) = Damaged area, 12, flax length of damaged section M = Minimum nailing distance on each side of damaged area CB> S) = Two 2x4 or two 2x6 side members, same size, grade, and species as damaged member, Applyy or+e scab per face, Minimum side member tength(s) = (2XL) + (B) Scab member length (S) must be within the broken panel. Nail Into 2x4 members using two (2) rows at 4' o.c., rows stagggered. Nalt into 2x6 members using three (3) rows at 4' o.c., rows s#aggered. Nall using Ud box or gun naits (03281x3', min) into each side member. The maximum permitted twmiCer grade for use with this detail Is limited to Visual grade 41 and MSR grade 165Cf. This repair detail may be used for broken connector plate at mid -panel sptices, This repair detall max not be used for damaged chord or web sections occurring within the connector plate area. Broken chord may not support any tie-in toads. s L 4' o.c Typicai h- O + O + O + O O + 0 + O + O + Book Face l0d Box (0,129' x 3', rain) mails, Front Face 2x6 Mernber - ToIpbiee Rows Stagpee Qt Maximum, Member Axial Force Member Size L SPF -C HF DF-L SYP Web Only 2x4 12' 620# 635# 730# 800# Web Only 2x4 18, 975# 1055# 1295# 1415# Web or Chord 2x4 975# 1055# 14950 1745# Web or Chord 2x6 24' 1465# 1585# 2245# 2620# Web or Chord 2x4 1910# 1960# 2315# 2555# Web or Chord 2x6 30' 2230# 2365# 3125# 3575# ; Web or Chord 2x4 36, 247011 2530# 2930# 3210# Web or Chordi 2x6 3535# 3635#i 4295# 4745# Web or Chord 2x4 2975# 3045# 3505# 3835# Web or Chord 2x6 42' 4395# 4500# 5225# 5725# Web or Chord 2x4 3460# 3540# 4070# 4445# Web or Chord 2x6 48• 5165# 5280# 6095# 1 6660# Nait Spacing Detait i awAe a+oa sAa A49 fALW All MM Of TKS MVD ws mTN+r>v fLUHSM TS85 uuvati m ALL CONTSlACTOIS IhttuAHiG T1S 9aTKifRS Trusses nA:ir, awiran, sArt h Faarkathp, Tvdi'e, st y Mta3 p snd tre Mfar to sM IaaH tM Mt,.i ,1ltian of 7CS1 Ouddlre SarQnrM SM.rty Lvforno,b,L by TP! aW SH4A'! 1sr safsty ppn'a t1A s prim SO P,ffarM+) tMse iva:tbns, inateNsn eM41 P,'Ww, tnixary b`l.CMp1H..as nobd otixrAbt. 1oP A710rrd dslfa/4?hMpW f'Wsr4Y at2aLME siI1C4,ra1 SMa,M'0 Md OatSofl G1a j j uaA faH . PraP,r`Y otta<Ikd DCSi wctfau catloruri17or rh7e18.w+ fas Cpar +i fa,srat r.strnY+t of .,Y QU srrA Mv, Drachp MSaA.d 9,' aftowlk1f. 1s,Wy Batas to ,oOt fad of traH en4 yo.rtiw+ as atmr, abca end ao tro .3aM a.mfs, s.A+as twvd ebxr.asr. RN'w to dN as 1iM-2 far standerd pNt. Positbna AP", a O,1sbn of ITN UAVdMp C. yonmts G m,a irc. sMLL na, 4t rHPor s a fer -HPP* hANITWCDMPANYthi. s .rp any fawn to Y,.ar trr ,svAs + canfor,or cr +ttl, f,+b"n 1, x far hand riPWv. hAtaAatbn • #feOta Of try;H,. A tNs !"ad#1 idcetes ecA.atmw of Pro/aa0enei r aWMy fr tha ar:pn Mo.n TTr ndLMliy arnd vu of bia +MAt far Vtur i k iM rHpoMLi tY Of tre MS"9 3rAtiDns+' Pam' ANSI/M 1 S.ci. SISSA LWt- an+ far nor. affor tin • SN Joe' 9-4 —t s ppnnC, .na vw.. A sttH, EaM aiy Mo ous MP 4 .alpMMN t Ti'h tyyr*erpy S. wi.st,clnaWrtryugt 7tG ...JKfafearp 9" L 24,0' MAX REF MEMBER REPAIR DATE 10/01/14 DRWG R£PCHRD1014 NOTE, IF PALLETS OF CONSTRUCTION MATERIAL WEIGHING MORE RECOMMENDED H O R I N C DETAIL I SAREQUOIRED. TO BE PLACED ONT LOON TRUSSES, SHORING 1500# CAPACITY POSTS @ 4'01° 0,C r M GOt4CENTAATEO LOAD DUE TO UPPER FLOOR CONSTRUCTION MATERIAL. PROVIDE 2'0* CLEARANCE ON ALL SICES OF A PALLET, MAXIMUM WEIGHT PER PALLET IS 20O00. LOAD MUST BE SPREAD OVER AT LEAST 2—TRUSSES. NOTE: SEE APsP'AOPRSATE ALPINE DRAWING FOR LUMOES, PLATES AND' OTHER DATA NOT SHOWN HERE. DuildinE Material leis. NOTE; SHORING LLTER0TDAREMQY£0TNiS III" gypsmn bd. - 2.2 psrl Ill" layer' MAIEAIA€_ is TO BE SUPPLIETS l " v snm bd. x. 2,3 psf I Sty" !Ayer ! SY THE CONTRACTOR, At 8" cone. block m 60 psf l 5" layer masonry brick = 33 psf l A"' Layer " — {) MINIMUM SUBFLOOR-UNOERLAYMENT x 2000## 2) --2X6 HEADER - I 4X4 CAR (2)--2X4X4 ' 0 *' UNDER TRUSSES WHEN SHORING POSTS @ 4'0" 0.C.`- IS REQUIRED. CLEAR SPAN - P T YP — ALPINE A " N NE s a o r 1 F DETAIL. DRW FtCt239607A 1 tit PINE r TRUSS 3 r o c:, r:J ca Site Information: - Customer. Carpenter Contractors of America JobDescaptiot?, VARIOUS 9A6/9A7 258SE/258MA/258TA RAO 1 Address: 37 39 41 43 45 47 49 51 53 55 57 59 61 Alpine, an ITW Company 6750 Forum Drive, Suite 305 Orlando, FL 32837 Phone: (800)755-6001 alpineitw,com Job Number, N333522 City, State, Zip: Seal # Truss Item ISeal # Truss 115.18,1231,30560 MG1 38 115.18.1231.31230 MV2 115,18,1231 .30763 MV1 40 115,18,1231,30840 EJ7 115,11812311.30342 EJ74 42 115,18.1231.30402 EJ7A 115,181231,30106 EJ7S 44 115,18,1231,30575 EJ2 115.18.1231.30684 CJ5A 46 115.181231,31183 CJ15S 115,18,1231,30824 CJ13S 48 115,18,1231.30325 CJ3A 115,18,1231,30621 CJ1A 50 115,18,1231.30528 CJ1S 115.18,1231,30451 CJ5 52 115.1181231,30809 CJ54 1115.181231.30343 CJ3 54 115.18,1231,31166 CJ34 115.181231.30732 CJ11 56 115.18.1231.30044 CJ 14 115,18.1231 .29934 HJ7 58 115.18,1231,30529 HJ74 115.18.1231.30776 HJ17A 60 115.18.1231.30075 HJ17S 115,18,1231,30186 HJ2 This d3 carnent has been etectroricstty printed covte2 Yvitkitut an onoinw signattore must f to verified usiawthv ofi%flat etctrcink version. V 7CM STATE OF Olt, UNAV 04/25/2018 Florida Certificate of Product Approval #FL1999 Printed 4/25/2018 1 23 04 PM Job Number: N333522 Ply: 1 SEQN: 1631 /T17 SY42 Cust R8975 JRef: lWaf89750066 VARIOUS 9A6/9A7 ,258SE/258MA/258TA ,RA01 Qly 9 FROM: PFH DrwNa: 115.18.1231 30060 Truss Label FT1 KM / WHK 04/25/2018 8' 1 "8 10'6" 10 8'1„8 2;5„2.. 4"8 2'6„ _;M 2'6"12 _ 2'6" 12 TYP) 4X6 1.5X3 4X4 W=3X4 A B C D E 18'8"10 8'2" 5" 3X3 F G 4X4 4X6K 3.. 1.5X3 4Xb 4X4 1.5X3 1.5X3 1.5X3 1.5X3 4X4 4X6 1.5X3 2X4 W=3X6 Loading Criteria (psf) +. Wind Criteria TCLL 40,00 Wind Sid: NA TCDL 10.00 Speed NA mph BCLL: 0.00 Enclosure: NA BCDL 5.00 Category: NA Des Ld 55 00 EXP. NA Mean Height: NA ft NCBCLL: 1000 TCDL NA psf Soffit 200 BCDL NA psf Load Duration: 1 00 MWFRS Parallel Dist: NA Spacing 24 0 " C&C Dist a: NA it Loc. from endwall: NA I NA GCpL NA Wind Duration NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N T2 4x2 SP #1 Bot chord 42 SP #1 .62 4x2 SP #2 N: Webs 4x2 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 3X4 except as noted. Additional Notes 2x6 #3 HEM -FIR or better continuous strongback. Attach to each truss where shown with 3-10d Box or Gun nails (0.128" xW,min.). Strongback material to be supplied by erection contractor 18'8"10 Snow Criteria (Pg Pf in PSF) Defi/CSI Criteria Maximum Reactions (lbs) Pg: NA Ct: NA GAT: NA! PP Deflection in loc Lldefl L/# Loc R U / Rw / Rh / RL W Pf NA Ce: NA VERT(LL) 0 233 R 939 360 X 1030 / - 1 - 17 3 Lu NA Cs NA VERT(TL): 0 506 F 602 240 J 1013 / - /_ 3 0 Snow Duration: NA HORZ(LL): 0.039 M - - X Min Brg Width Req = 1 5 HORZ(TL) 0.062 B J Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor: 2.0 Bearings X & J are a rigid surface. Bldg Code: FBC 6th ed 2017 Max TC CSI: 0,874 Bearing X requires a seat plate. TPI Sid 2014 Max BC CSI 0 997 Rep Factors Used Yes Max Web CSI 0 605 Members not listed have forces less than 375# FTlRT:12(0)l10(0) Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens. CompPlateTYpe(s) WAVE VIEW Ver 17.02.01A 1115 21 A - B 0 - 723 F - G 0 - 2720 B -C 0 -1916 G -H 0 -2037 C- D 0- 2669 H- 1 0 - 786 D- E 0 -2669 1- J 0 - 850 E - F 0 -2927 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp, Chords Tens. Comp, W- V 1435 0 R- Q 2927 0 V- U 2398 0 O- P 2474 0 U- T 2398 0 P- 0 2474 0 T- S 2925 0 O- N 2474 0 S- R 2927 0 N- M 1600 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp Webs Tens Comp. Truss must be installed as shown with top chord up.p+, ..*P`Pd+r, A - X 0 - 1008 F - O 11 564 e, A-W 1151 0 Q-G 447 0 49,•"tbs, f r. W-B 0-1131 G-N 0 -675 4* + • B- V 763 0 N- H 694 0 V-C 0 -744 H-M 0 -1190 C-T 471 0 M -J 1270 0 o. fQ$ IT -E 0 -618 ID s g e° f'" 'OLD r^ CO fw Ilk 04/25/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of SCSI (BuildingtSafetyInformation, by TPI and SBCA) & safety practices prior to performing these functions Installers shall provide temporarySCSI. Unless noted otherwise,top chord shall have properlyY attached structural sheathing9 and bottom hord shall have a pro erly aid ceiling Locations shown for ermanent lateral restraint afwebs shall hav% bracin installed per BC I sections B3, B7 or 10ileApplyplatestoeachfaceorttrussandpositionasshownaboveandontheJoiniDetails, unless noted otherwise. Refer to 60A-Z for standard plate positions. vision of tTW Buildinq CComponents Group Inc shall not be re s onsible for any deviation from this drawing an failure to build thedormancewithANSIlP11, or for handlin$ shippinlq, installaUci'n and bracing of,trussesA seal on this drawing or cover pagge , drawingg indicates acceptance of pro) essiona engineering responsibilq solely for the design shown. The su .hihty 1f this drawing for any structure is the responsibility of the Building Designer per ANSI(TPI t Sec.2. mation see this job's general notes page and these web sites. ALPINE. www.alpineibu com: TPI. www.tpinst. orq SBCA www.sbcindustrv.Com. ICC. www iccsaf ALPINE 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Jab Number: VARIOUS 9A619A7,258SE/258MA/258TA RAO 1 Truss Label: F I I G 8'1 "8 4"8 2'6" 2'6"12 — 2'6" 12 TYR) 6X6 1 5X3 5X5 6X6 4X6 A 0 r, n Ply 1 SEQN 43939 1 T71 / SY42 Cust R R8975 JRef 1 Wal89750066 Qty I FROM RDG DtwNo 115 18 123137017 SN / WHK 04/2512018 10'78 14'9" 18181,10 2'6" 4'1 "8 311"10 1*3"12 1 V2 2*612 3X4 W=3X4 6X6 6X84X10 i., 1019" 1 5X3 6X6 5X5 3X8 4X6 W=3X6 Loading Criteria (psf) Wind Criteria TCLI_ 40,00 Wind Std NA TCDL 10,00 Speed: NA mph BCLL 0,00 Enclosure NA BCDL 5.00 Category NA EXP NA Des Ld. 55,00 Mean Height: NA ft NCBCLL 10,00 TCDLi NA psf Soffit ZOO BCDL: NA psf Load Duration 1 00 MWFRS Parallel Dist NA Spacing. 24.0 C&C Dist a NA ft Loc. from endwall NA I NA GCpi NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #1 Bot chord 4x2 SP 2400f-2.0E B1 4x2 SP #2 IN B4 4x2 SP #1, Webs 4x2 SP #3 W21 4x2 SP 92 N: Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Dur.Fac.=l .00 / Plate Dur.Fac,=1,00) TC:From 100plfat 0,00to100pIfat 18,61 BC From 10 plf at 0.00 to 10 pff at 1830 TC, 695 lb Conc, Load at 14.63 Plating Notes All plates are 3X6 except as noted, Additional Notes 2x6 #3 HEM -FIR or better continuous strongback. Attach to each truss where shown with 3-1 Od Box or Gun nails (0. 1 28"0",min ) Strongback material to be supplied by erection contractor. Truss must be installed as shown with top chord up. 4X4 6X8 8X8 18,81,10 -1 18'8"14 Snow Criteria (Pq,Pf,n PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg, NA Ct NA CAT. NA PP Deflection in Inc L/clefl L/# Loc R I U /Rw /Rh /RL W Pf NA Ce: NA VERT(LL) 0.266 E 821 360 X 1176 7 3 Lu NA Cs NA VERT(TL) 0.508 E 583 240 j 1563 1- 3 0 Snow Duration NA HORZ(LL) 0,024 M - - X Min Brg Width Reg = 1 5 HORZ(TL) 0.033 M J Min Brg Width Reg = 1.5 Code / Misc Criteria Creep Factor: 2.0 Bearings X & J are a rigid surface Bldg Code FBC Gth ed 2017 Max TC CSI 0885 Bearing X requires a seat plate TPI Stcl 2014 Max BC CS1 0933 Rep Factors Used: Yes Max Web CSL 0 687 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, 17.02.02C.0211 16 A-B 0 -911 F - G 0 -4066 B - C 0 -2472 G - H 0 -3576 C - D 0 -3556 H - 1 0 -3559 D - E 0 -4117 1 - J 0 -1484 E - F 0 -4068 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens,Comp. Chords Tens. Comp. W-V 1816 0 R-Q 4117 0 V - U 3012 0 Q - P 4127 0 U - T 3012 0 P - 0 3872 0 T - S 3013 0 0 - N 3872 0 S - R 4105 0 N-M 2847 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A-X 0 -1128 Q - E 135 404 A-W 1346 0 E- P 278 544 W-6 0 -1368 P-G 462 0 B - V 992 0 G-N 0 449 V_C 0 -794 H - N 0 647 C-S 813 0 N - 1 1194 0 S - D 0 -1043 1- M 0 2061 D-R 452 -89 M - J 2165 0 4/25/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS isses require extreme rare in fabricating, handling shippin installing and bracing. Refer to and follow the latest edition of BCSI (BuildingMponentSafetyInformation, by TPI an SBCA) or safety I?rlactrces prior to performing these functions. Installers shall provide temporary. cing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall haw properlyachinstalledIrimidceiliny. Locations shown for ermanent lateral restraint of webs shall have bracirip per BC SI sections B 3 7 or 10appicae, Apply plates to each face of"Iruss and position as shown above and on the Join Details, unless noted otherwise. Refer to' iwings 160A-Z far standard plate positions. Inc, a division of ITW Build inh Components Group Inc, shall not be respon Jile for any deviation from this drpwintau, failure to build the3.s in conformance with ANSI P1 1, or for handlia, shippin?, installation an bracing of trussesA eal on this dr wi g or cover paingthisdrawing, indicates acceptance of pro essiona en sneering responsibility solely ror the design shown. The ..AbilityIuseofthisrawingforanystructureistheresponsibiliqofthebuildingDesigrierperANSIITPI1Sbc.2. more information see this job's general notes page and these web sites ALPINE www. aloineRw Com TPI www totrist oro SECA — stacmdustiv Com CC. www —saf PINEA 6750 Forum Drive Suite 305 Orlando FL, 32821 rJob Number: W33522 VARIOUS 9A6/9A7,258SE/258MA/258TA.RA0 I Truss Label; F-I 1A 811*18 8'1"8 4"15 2'6'* 76"12 — 2'6" 12 — TYR) 4X6 1 5X3 4X4 A B C D 12 77 X: X W V U T S 1 5X3 4X6 4X4 1,5X3 1 5X3 2X4 Loading Criteria (psr) Wind Criteria TCLL 4000 Wind Std NA TCDLi 10.00 Speed: NA mph BCLL 000 Enclosure NA BCDL _500 Category NA Des Ld: 50 00 500 EXP: NA NCBCLL: 1 Mean Height: NA ft Soffit 200 TCDLi NA psf BCDLi NA psf Load Duration, 1 00 MWFRS Parallel Dist: NA Spacing: 24 0 C&C Dist a: NA It Loc. from endwall: NA 1: NA GCpi: NA Wind Duration: NA Lumber Value Set: 136 (Effective 6/1/2013) Top chord 4x2 SP #2 N Bot chord 4x2 SP #1 02 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Dur,Fac.=0.90 / Plate Dur.Fac.=0,90) TIC, From 100 plf at 0,00to 100pifat 18.34 BC: From 10 plf at 0.00 to 10 plfat 1834 TC, 1550 lb Conc. Load at 1615 TC: 328 lb Conc, Load at 17,03 TC, 247 lb Conc. Load at 18,34 Ply 1 SEON 1632 / T9 / SY42 Cust R R8975 JRef 1Waf89750066 Qty I FROM. FIMI DrwNo 115.18.1231 29918 KM / WFIK 04/2512018 918,18 18,5,19 17' 819,11 177' 15 1'4"8 2'6"12 - 2'6" 12 — 9"10 1 5X3 3X6 5X8 2X4 E F G H I i R Q PO 1 5X3 W=3X6 N M L --- K 4X6 4X6 1 5X3 1710 Snow Criteria (Pg Pf,n PSF) DeflICS1 Criteria A Maximum Reactions (lbs) Pg, NA Ct NA CAT: NA PP Deflection in loc L/defl L/# Loc R U /Rw /Rh /RL W Pit NA Ce NA VERT(LL) 0.147 S 999 360 X 976 17,3 Lu NA Cs: NA VERT(TL) 0 382 D 877 240 L 3174 157 Snow Duration NA HORZ(LL) 0.027 B - - X Min Brg Width Req = 15 HORZ(TL): 0.045 L L Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor: 2.0 Bearings X & L are a rigid surface, Bldg Code FBC 6th.ed 2017 Max TC CSI 0 744 Bearing X requires a seat plate. TPI Std: 2014 Max BC CS1 0963 Rep Factors Used, Yes Max Web CSI: 0 627 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. 17.02.01A,1115 21 A - B 0 -679 E - F 0 -2628 B - C 0 -1787 F-G 0 -2199 C - D 0 -2444 G - H 0 -1359 D - E 0 -2633 Maximum Bat Chord Forces Per Ply (lbs) Chords Tens.Comp, Chords Tens, Comp, W-V 1347 0 Q - P 2502 0 V_U 2225 0 P-0 2502 0 U- T 2225 0 O-N 1894 0 T- S 2633 0 N-M 751 0 S- R 2633 0 M - L 751 0 R-Q 2502 0 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. Webs Tens. Comp, Plating Notes Not., ff 40, A-X 0 -955 F- 0 0 -477 All plates are 3X4 except as noted. H. 0, A-W 1082 0 O-G 494 0 W, B 0 -1061 13 - N 0 857 69 Additional Notes B-V 7 0 N- H 946 0 2x6 #3 HEM -FIR or better continuous strongback. V_C 0 -676 H - L 0 -2428 Attach to each truss where shown with 3-10d Box or C T 398 0 L - 1 0 -781 Gun nails (0.128"x3",min.). Strong back material to 08 1 T - D 54 -486 1 - K 396 0 be Supplied by erection contractor. R - F 539 -156 Truss must be installed as shown with top chord up. o 4 T c X) 01 04/25/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS usses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Buildingom,ponent Safety Information, by TPI an SBCA) r safety practices prior to performing these functions. Installers shall provide temporary cm per BCSI, Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly ttach2ri id ewliny, Locations shown forpermanent lateral restraint of shall hav%bracinp insalled per BCSI s 1 oeApplyt sections B3, 67 or s applica pp y plates to each face of truss and position as shown above and on I e Join Details, unless note otherwise Refer to' is 160A-Z for standard plate positions. Ipinp, a division of ITW Buildingomponents Group Inc. shall not be responsible for any deviation from this dmwtnazr, failure to build thecussinconformancewith /FI 1, or for handling, shippin, installation anpbracing of trussesA seal on this dr wi 9 or cover pistingthisdrawing, indicates acceptance of pro ess ona enpineerinresponsibility solely for the design shown. The su'10,bililty InduseofthisrawingforanystructureistheresponsibilityoftheBuildingDesigrierperAliI56c.2. or more information 's general notes page and these web sites ALPINE www alpineitw. con) TPI www tirinst orq, SECA www sbcindustrv. com ICC www. iccsaf 9 ? h w,,:; 1 11- 2400 Lake Orange Dr Suite 150 Orlando FI,_ 32837 Job Number: N333522 Ply 1 SEQN 1634 T8 / SY42 Cust RR8975 JRef 1VVaf89750066 VARIOUS 9A619A7.258SF/258MA/258TA RAO 1 Qty: 1 FROM PFH DrwNo 115 18 1231 29965 Truss Label: FTlGE KM / VVHK 04/25/2018 2'11"12 18'5"2 1818* 10 5 0" 14 10 V8 4'1 261, -- 26"12 -- 2 7'4 2 5`6 TYP) TYP) W-3X,l 3X4 =3X4 4X6 3X6 4X6 (IXG A B C E G _1 I J K LM N TI z Y x w V 4X6 4X6 (33X46x 2X4 3)(4 7"4 A7 -C X 4 Loading Criteria ipsf) Wind Criteria TCLL4000 Wind Std: NA TCDL: 10,00 Speed: NA mph BCLL: 000 Enclosure: NA BCDL: 500 Category NA Des Ld: 55 00 EXP NA Mean Height NA ft NCBCLL: 10,00 TCDL: NA psf Soffit: 200 BCDLi NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 C&C Dist a NA ft Loc. from endwall: NA Ii NA GCpi NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP 2400f-2,OE T1 4x2 SP #1: Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set "1136" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Dur Fac.=1.00 / Plate Dur.Fac.=l .00) TC: From 300 plf at 0.00 to 300 pif at 16.15 TC: From 100 plf at 16,15to 100plfat 18,59 BC From 10 plf at 0,00 to 10 pit at 18,30 TC: 125 In Conc. Load at 0L04 TC 574 In Conc. Load at 16,15 Snow Criteria (Pg Pf in PsF) DefI/CS1 Criteria A Maximum Reactions (Ibs), or Pg NA Ct NA CAT NA PP Deflection in loc L/defl L/# Loc R I U /RW /Rh IRL /W Pf NA Ce: NA VERT(I-L) 0.048 P 999 360 Z 62 1 - / 7 3 Lu: NA Cs NA VERT(TL) 0.191 P 920 240 Z* 510 1108 Snow Duration NA HORZ(LL) 0 007 0 - L 1335 /30 HORZ( TL) 0017 0 Z Min Brg Width Req = 1 5 Code / Misc Criteria Creep Factor 2 0 Z Min Big Width Req = - Bldg Code: FBC 6th ed 2017 Max TC CSI 0836 L Min Brg Width Req = 1 5 TPI Std: 2014 Max BC CSI 0724 Bearings Z, Z. & L are a rigid surface. Rep Factors Used No Max Web CSI 0.779 Bearing Z requires a seat plate FT/ RT:20(0)/10(0) Members not listed have forces less than 375# Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) WAVE VIEW Ver 17 02,01A 1115 211 Chords Tens Comp. Chords Tens, Comp. G- H 745 0 J - K 0 -1997 H - 1 745 0 K- L 0 -1097 1 - j 0 -1241 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens Comp. S - R 570 0 Q - P 1937 0 R- Q 1937 0 P- 0 2034 0 Maximum Web Forces Per Ply (Ibs) Webs Tens,Comp. Webs Tens. Comp. A- Y 0 -412 1 - R 1064 0 Y - 6 0 -434 R - J 0 -1074 Plating Notes 0- 11 -11 G - S 0 -763 K-0 0 -1521 0 - 2089 0 - L 1636 0 All plates are 1.5X3 except as noted. Additional Notes See ANSI/TPI 1 Sect 7 for additional bracing requirements. Bracing material to be supplied by Maximum Gable Forces Per Ply (Ibs) Gables Tens Comp. Gables Tens. Comp, C - X 0 -409 E-V 0 -428 erection contractor. D-W 0 -390 Truss must be installed as shown with top chord up 6 S T 0 COA 40 04/ 25/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses req re extreme care in fabricating, handling shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building ComponeriNafetyInformation, b e l TPI an SBCA) r safety practices prior to performing these functions. Installers shall provide temporary. bracineSCSI, Unless noted 0 herwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attachTrigidceilingbracinginsalledperBCS1syctionsB3B7orWO, Locationsshownforpermanentlateralrestraintofwebsshallhavebracnasapplica e. Apply Oates to each face of truss and position as shown above and on the Join Details, unless note ( otherwise kefer to drawings 16OA-Z for standard plate positions. Alpine, a division of ITW BuildinhComponpnts Group Inc. shall not be responsible for any deviation from this drawing- an failure to build the trussinc9nformancewithANSIPI1, or or handlinj shippin?, installation and bracing of trussesA seal on this drwk g or cover page listingthisdrawing, indicates acceptance of pro) essiona e nfL,,e Ing responsibili solely for the des' n shown. The suifability hVio . I%c. 2, anduseofthisrallyingforanystructureistheresponsibthewildingDesig%er per ANSI/TPI I or more information see this job's general notes page and these wet) sites ALPINE wwwaloinertwcom TPI wwwtDinstoro SETCA wWwSbCr1dL1slFVC0M ICC --saf ALPINE 11 t1 1 COM1111 2400 Lake Orange Dr, Suite 150 Orlando FL. 32837 Job Number: N333522 Ply 1 SEON 1635 / T6 1 SY42 Cust: R R8975 JRef 1 Waf89750066 VARIOUS ,9A6/9A7 .258SE/258MA/258TA ,RAO1 Qty 5 FROM RDG DrwNo 115 18 1231 29981 Truss Label: F12 KM ! VVHK 04/2512018 6' 10"8 8'8" 15'6"8 610" 8 1,9„$ 6' 10„8 4"$ 2' 6„ 2'6"12 _;w 1'4" g . 1'4„8 ,_TT _ 2'6"12 TYP) 4X6 4X6 1 5X3 1.5X3 1.5X3 1.5X3 A B C D E F G H 5` 12 512 t.. S R 1. 5X3 4X4 Q P O 1. 5X3 N M 1. 5X3 L K J 4X4 1.5X3 2X4 2X4 15' 6" 8 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg Flirt PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL 40.00 Wind Std: NA Pg: NA Ct NA CAT NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W TCDL 10,00 Speed. NA mph Pf. NA Ce NA L VERTl_ : 0.117 D 999 360 S 841 7 3 SGLL 000 Enclosure: NA ILL: NA Cs: NA VERT(TL) 0.240 D 999 240 J 841 / _ / _ / _ / 7 3 SCDL: 500 Category: NA Snow Duration NA HORZ(LL) 0 024 K - - S Min Brg Width Req = 1.5 Des Ld EXP NA 55 00 -- HORZ(TL) 0 036 S - - J Min Brig Width Req = 1 5 NCBCLL 1000 Mean Height: NA ft Code / Misc Criteria Creep Factor 2.0 Bearings S & J are a rigid surface. TCDL NA psf Bearings S & J re p Soffit: 2.00 Bldg Code FBC 6th ed 2017 Max TC GSI: 0.587 g quire a Seat late. BCDL NA psf Load Duration: 1,00 MWFRS Parallel Dist: NA TPI Sid 2014 Max BC CS] 0 812 Members not listed have forces less than 375# Spacing: 24 0 " C&C Dist a: NA ft Rep Factors Used Yes Max Web CSI: 0.434 Maximum Top Chord Forces Per Ply (Ibs) Loc_ from endwall: NA FT/RT:12(0)/10(0) Chords Tens Comp. Chords Tens Comp INAGCpi: NA Plate Type(s): Wind Duration: NA WAVE VIEW Ver 17.02.01A.1115.21 ! A - B 0 - 572 E - F 0 - 1920 Lumber _ B - C 0 - 1455 F - G 0 - 1455 C- D 0- 1920 G- H 0 - 572 Value Set: 13B (Effective 6/1/2013) D - E 0 -1926 Top chord 02 SP #2 N Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens. Camp. Lumber value set " 13B" uses design values - - approved 1/3012013 by ALSC R - Q 1132 0 N - M 1772 0 Q -P 1772 0 M -L 1772 0 Plating Notes P- 0 1772 0 L- K 1132 0 All plates are 3X4 except as noted. O - N 1926 0 Additional Notes Maximum Web Forces Per Ply (Ibs) 24 #3 HEM -FIR or better continuous strongback- Webs Tens.Comp. Webs Tens. Camp. Attach to each truss where shown with 3-10d Box or Gun nails (0.128" xT%min.). Strongback material to trl+atfltrefuur A - S 0 -822 N - F 453 -49 be supplied by erection contractor. H rrr l r A - R 912 0 F - L 0 -489 Truss must be installed as shown with top chord up. P 2 R - B 0 -890 L - G 512 0 B - Q 512 0 G -K 0 890 Q -C 0 -489 K -H 912 0 4 C-0 453 - 49 H -J 0 -822 R P fig s f 4 p AR" 4 jA 4jj { rKjM LOA f%U QR4af tS/l4 4i=4R"' 041`2 5/2018 WARNING** READ AND FOLLOW ALL NOTES QN THIS DRAWING' IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information, byTPIandSBCA) fr safety practices prior to performing these functions. Installers shall provide temporary, bracing per BCSI. Unlessnotedotherwise.top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached Wald ceiling LocationsshownforermanentlateralrestraintofwebsshallhavebracminstalledperBCSIsections63, B7 or 910, as applicatsle Apply platestoeachfaceofptrussandpositionasshownaboveandontheJoinDetails, unless noted otherwise. Refer to ALPINE drawings 16OA-Z forstandardplatepositions. Alpine. a division of ITW Buildln,Q Components Group Inc shall not be responsible for any deviation from this drawin anv failure to build the „,- .n ;, r truss in conformance withANIlTPI1, or for handlinctl shippm , Installation and bracing of.trussesA seal on this drowing or over pa e , , 2a00 Lake Orange Dr. listing this drawing indicatesacceptanceofproFessionafengineeringresponsibilitysolelyforthedesinshown.he suitability Site 250 9 and use of this drawing or any structure is a responsibility of the Building Designer per ANSI/TPI 1 S%c.2. or more information see this joh's general notes page and these web sites: ALPINE. wwwalpinettw. cot: TPIwwwtrinst. orq: SBCA: wwwsbcindustrv. coin: ICC. www. iccsafe. ono Orlando FL, 32837 Job Number: N333522 Ply 1 SEQN: 1636 / 14 / SY42 j Cust R R8975 JRef: 1 Waf89750066 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RAO1 Qty: 1 FROM: RDG DrwNo: 115-18-1231,31231 Truss Label: FT2GE KM I WHK 04/25/2018 2'11" 12 r2"12 rs- t5.2.. 12 2" 4 i'3"12 48 211 __ -'--. 1A' _t TYP) 9 3X4 2X4 A B C` E F G H I J K LM Loading Criteria (psf) l Wind Criteria TCLL: 40.00 Wind Std: ASCE 7.10 TCDL 10,00 Speed 150 mph BCLL: q 00 Enclosure Closed BCDL: 5,00 Risk Category II Des Ld 55 00DesLd:: 55, 00 EXP C Mean Height 15,00 ft TCDL 4.2 psf Soffit: 2,00 BCDL 3.0 psf Load Duration 1 00 MWFRS Parallel Dist 0 to h/2 Spacing: 24.0 " C&C Dist a: 3,00 ft Loc from endwall: Any GCpt 0,18 Wind Duration: 1,00 Lumber Value Set: 13B (Effective 6/112013) Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Bracing Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer. Special Loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 291 plf at 0,00 to 350 plf at 5.88 TC: From 387 plf at 5.88 to 387 plf at 9A2 TC: From 350 plf at 9,42 to 291 plf at 15,29 BC: From 10 plf at 0,00 to 10 plf at 15.29 TC: 324 lb Conc. Load at 0.04,15.29 Plating Notes All plates are 1.5X3 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See ANSIfTPI 1 Sect 7 for additional bracing requirements. Bracing material to be supplied by erection contractor. Truss must be installed as shown with top chord up. Snow Criteria (fag Min PSR Defl/CSI Criteria Maximum Reactions (Ibs), or *=PLF Pg NA Ct NA CAT NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W Pf NA Ce NA VERT(LL) 0 002 B 999 360 O* 382 / 31 / 31 / - / - / 186 Lu NA Cs: NA VERT(TL): 0.008 B 999 240 Wind reactions based on MWFRS Snow Duration NA HORZ(LL) 0,001 AA - - O Min Brq Width Reg = - HORZ(TL): 0.002 AA Bearing AA is a rigid surface Code / Misc Criteria Creep Factor 2.0 Bearing AA requires a seat plate. Bldg Code FBC 6th ed 2017 Max TC CSI 0,424 TPI Still 2014 Max BC CSI 0.030 Members not listed have forces less than 375# Rep Factors Used: Yes Max Web CSI: 0,257 Maximum Web Forces Per Ply (Ibs) FT/RL20(0)/10(0) Webs Tens Comp. Webs Tens. Comp Plate Type(s) A -AA 23 - 405 Z - B 82 -449 WAVE VIEW Ver 17.02.01A.1115 21 k RMfGEpMR444a*s px",. PY s" 1 s e Ilk T 0 r ONA 04/25/20 ( 8 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp Gables Tens, Camp C - Y 72 - 431 H - T 67 482 D - X 67 - 440 I - S 67 445 E - W 67 - 477 J - R 69 424 F-V 67 -518 K-O 81 434 G-U 67 -519 L -P 58 386 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require extreme care in fabricatin , handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildinggentSafetyInformation, byy TPI an SBCA) r safety practices prior to performing these functions Installers shall provide temporary per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathingq and bottom chord shall hav a propperly d ri91d cellin9 Locations shown for ermanent lateral restraint of webs shall have braacing9 lnslalled per BCSI sectiens B3,7 or 610cattleApplyplatestoeachfaceofptrussandpositionasshownaboveandontheJointDetails, unless notetl otherwise. Refer to Is 160A-Z for standard plate positions. a division of ITW Buildingg omponents Group Inc shall not be responsible for any deviation from this drawin an failure to build theconformancewithANsittl1, or for handlin shippin , installation and bracing of,trussesA seal on this drowiq or cover paqe , . his drawingg indicates acceptance of proesstonatq en sneering respanstbihtv solely for the design shovJn. The suit`abllity e of this drawing for any structure is the responsibilit of the Building DesigrSer per ANSIITPI 1 Sbe.2. information see this job's general notes page and these web sites. ALPINE. wwwalpineitw. com. TPI: www. tpinstorq. SBCA. wwwsbondustry corn ICC: wwww iccsaf 2400 Lake Orange Dr, Suite 150 Orlando FL, 32837 Job Number: N333522 VARIOUS ,9A6/9A7 .258SE/258MA/258TA ,RA01 Truss Label: FT3 Ply: 1 SEON: 1637 / T10 / SY42 Cust R R8975 JRef: i Waf89750066 City 4 FROM: RDG DIwNo 115 18 1231 30497 KM / WHK 04/25/2018 6' 10"8 8'5" 12 15712 6' 10„8 1'7" 4 6,9„ 4"8 2,6„ 2'6" 12 _ 1'4" 8 x, _ V4" 8 _— 2'6" 12 TYP) 4X6 1.5X3 1.5X3 1.5X3 A B C D E F G 1.5X3 vA4 2X4 Loading Criteria (psf) Wind Criteria TCLL: 4000 Wind Std: NA TCDL 1000 Speed NA mph BCLL: 000 Enclosure. NA BCDL 500 Category. NA EXP NA Des Ld 5500DDesd:: 10.00 Mean Height NA ft TCDL: NA psf Soffit: 2.00 BCDL NA psf Load Duration: 1,00 MWFRS Parallel Dist: NA Spacing: 24 0 " C&G Dist a: NA ft Loc. from endwall. NA I: NA GGpi NA Wind Duration NA Lumber Value Set: 136 (Effective 6/112013) Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 3X4 except as noted. Additional Notes 2x6 #3 HEM -FIR or better continuous strongback. Attach to each truss where shown with 3-10d Box or Gun nails (0.128" x3",min.). Strongback material to be supplied by erection contractor. Truss must be installed as shown with top chord up. 9AJ I.Z:)AJ 4X6 H 4A4 2X4 Snow Criteria (Pg Pf in PSF): Def /CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct NA CAT: NA: PP Deflection in loc L/defl L/# Loc R U / Rw / Rh / RL W Pf: NA Ce: NA VERT(LL) 0,115 E 999 360 R 831 172 Lu NA Cs NA VERT(TL): 0.221 E 999 240 1 831 3 5 Snow Duration: NA HORZ(LL) 0 023 J - - R Min Brg Width Reg = 1.5 HORZ(TL). 0 033 B I Min Brg Width Req = 1 5 Code / Misc Criteria Creep Factor 2 0 Bearings R & I are a rigid surface. Bldg Code: FBC 6th ed 2017 Max TG CSI 0 512 Bearing R requires a seat plate. TPI Std 2014 Max BC CSC 0.769 Rep Factors Used. Yes Max Web CSI 0 428 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT:12(0)(t0(0) Chords Tens.Comp, Chords Tens CampPlateType(s) WAVE VIEW Ver 17 02 01X 1115.21 A - B 0 - 564 E - F 0 - 1875 B-C 0 -1430 F -G 0 -1430 C -D 0 -1875 G -H 0 -562 D-E 0 -1880 Vk" ie a®aaaarm nya •P -Wf I a r a S OAT0 g.,' r*• CO=A it0 04/25/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens, Comp Q -P 1116 0 M -L 1738 0 P- O 1738 0 L- K 1738 0 O-N 1738 0 K -J 1115 0 N - M 1880 0 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. Webs Tens. Comp A-R 0 -812 M -F 425 59 A- Q 899 0 F- K 0 475 Q- B 0- 876 K- G 500 0 B- P 499 0 G- J 0 878 P- C 0- 476 J- H 896 0 C - N 425 - 59 H - 1 0 807 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin . shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyinformation, by TPI an 1'SBCA) for safety practices prior to performing these functions Installers shall provide temporarybracingper6GSIUnlessnotedotherwlse,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattachedtrigidceifn9LocationsshownforAermanentlateralrestraintofwebsshallhavebracingInstalledperBCSIsectionsB3, 67 or 910, as appllcabgle Apply Oates to each face ofPtruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for s andard plate positions. Alpine, a division of ITW Build n Components Group Inc shall not be responsible for any deviation from this drawin an failure to build the truss in conformance with ANStII PI 1, or for handling, shipping_ installation and bracing of trussesA seal on this drawing or cover pa e - - listing this drawingg Indicates acceptance of pro) en ineering responsibility solely for the de si n shown. The suitabfhryanduseofthisdrawingforanystructureistheresponsibilityoftheBuildingDeslgrierperANSI/TPI 1 AM.2. or more information see this job's general notes page and these web sites: ALPINE- wwwalpineaw. com: TPI wwwtpinst orq_ SKA: wwwsbandustrv. com_ ICC www_iccsaf ALPINE 2400 Lake Orange Dr Suite150 Orlando FL. 32837 Job Number: N333522 Ply 1 SEQN 1638 / T5 / SY42 Cust RR8975JPef lWal`89750066 VARIOUS 9A6/9A7,258SE[258MA/258TA RA01 Oty, I FROM RUG DvvNo 115 18 1231 30185 Truss Label: FT3G KM / VVHK 04125/2018 61 T8 8'5" 12— 111 "4 152" 12 61 T8 17A 27'8 41 "8 VZA TYP) 1,5X3 4X4 4X6 1.5X3 1 .5X3 3X4 2X4 4X6 A B C D E F G H 5,ji 2 90 5 '12 1,5X3 2X4 Loading Criteria (psf) I Wind Criteria TCLL 40,00 Wind Std NA TCDLi 1000 Speed NA mph BCLL 000 Enclosure NA BCDL 500 Category NA Des Ld 5500 EXP NA Mean Height NA Q NCBCLL, 1000 TCDL. NA psf Soffit 2.00 BCDL NA psf Load Duration 1 00 MWFRS Parallel Dist NA Spacing 24.0 C&C Dist a NA ft Loc. from endwall NA I NA GCpi NA Wind Duration, NA Lumber Value Set 13B (Effective 611/2013) Top chord 42 SP #1 Bot chord 4x2 SP 2400f-2 OE Webs 4x2 SP #3 Lumber value set "l 3B" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Our Fac.=1 00 / Plate Dur.Fac =1 00) TC : From 180 pit at 0.00 to 180 plf at 848 TC:Frorn 100plf at 8 48 to 100 plf at 15,10 BC: From 10 pff at 0 00 to 10 pff at 15.10 TC 465 lb Conc. Load at 11 13 Platin Notes A4 1,DA,) '+A'+ - )A4 14A I U GALS 2X4 15712 Snow Criteria (P9 Pf in PSF) Defl/CSI Criteria A, Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA; PP Deflection in loc Lidefl L1# Loc R I U /Rw /Rh IRL W Pf NA Ce NA VERT(LL). 0.242 E 723 360 R 1442 72 Lu NA Cs NA VERT(TL) 0.368 E 574 240 j 1670 35 Snow Duration: NA HORZ(LL): 0.030 B - - R Min Brg Width Req = 1 5 HORZ( TL): 0.038 B J Min Brg Width Req = 1-5 Code I Misc Criteria Creep Factor 2 0 Bearings R & J are a rigid surface. Bldg Code. FBC 6th ed 2017 Max TC CSI: 0,897 Bearing R requires a seat plate TPI Sid 2014 Max BC CSI: 0 693 Rep Factors Used Yes Max Web CSI: 0,869 Members not listed have forces less than 375# FT/ RT 12(0)110(0) Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp, Chords Tens. Comp. PlateType(s) WAVE VIEW Ver: 17.02 01A, 1115,21 A - 6 0 -973 E - F 0 -3286 B - C 0 - 24B4 F - G 0 -3123 C- D 0 -3272 G - H 0 -3123 D - E 0 -3287 H - 1 0 - 1 1 46 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens Comp Chords Tens, Comp, 0- P 1942 0 N-M 3287 0 P- 0 3027 0 M - L 3353 0 O- N 3027 0 L- K 2302 0 Maximum Web Forces Per Ply (lbs) Webs Tens,Comp Webs Tens Comp. A - R 0 -1411 F - L 0 -478 A- 0 1552 0 G - L 0 -578 V All 6X6 t4 O-B 0 -1538 L- H 1233 0 plates are except as noted 8 - P P C 883 0 0 H - K K 0 - 1836 Additional Notes C - N 846 859 0 1 1 - 1 1826 0 0 - 1624 2x6 # 3 HEM -FIR or better continuous strongback. N - D 0 -427 Attach to each truss where shown with 3-1 Od Box or Gun nails ( 0.128"x3",min.). Strongback material to 08 1 be suppliedbyerectioncontractor. Truss must be installed as shown with top chord up COA WN1744z".. 04/25/ 2018 READ AND FOLLOW ALL NOTES ON THIS DRAWNGI IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses Sl ( Building Comport temporarybracingeaprogerlyattachedB7or10, t-casapphcafite Apply later to each face Refer to drawings Alpine, a division of ITW BXildinoomponents Group Inc. shall not be responsible for any deviation from this drawina,ap, failure to build the truss inconformancewithNSI11, or for handlinj, shippin?. installation and bracing of trussesA seal on this dr wi q or cover listing thisdrawing, indicates acceptance of pro) essiona engineering responsibili solely for the desi n shown. 'TWe' u, Mility and useofthisyawingforanystructureistheresponsibilityoftheBuildingDesigrperANSI/TPl I SK.2, or_rrore information see this job's general notes page and these web sites ALPINE wwwalpinetwcom TPI wwwtr)tnstorn SECA wwwsbcmdustrvcom ICC wwwic.-af ALPINE 11 171, 0.1- 2400 Lake Orange Or Suite 150 Orlando FL, 32837 Job Number: N333522 VARIOUS 9A619A7,2 58SE/2 58MA/2 58TA RAO I Truss Label: FT4 6110,18 6'10"8 4"8 2'6" 2'6" 12 1'4"8 — TYP) 4X6 1,5X3 3X4 1,5X3 A B C D 5 2k. 1 .5X3 4A4 2X4 Loading Criteria (psr) I Wind Criteria TCLL 4000 Wind Stcl NA TCDL 1000 Speed NA mph BCLL 000 Enclosure NA BCDL 500 Category NA EXP NA Des Ld 5500 Mean Height NA ft NCBCLL 1000 TCDL, NA psf Soffit 200 BCDL NA psf Load Duration 1 00 MWFRS Parallel Dist, NA Spacing: 24 0 C&C Dist a NA it Loc from endwall NA I NA GCpi: NA Wind Duration NA Lumber Value Set: 138 (Effective 6/112013) Top chord 4x2 SP #2 N Bot chord 4x2 SP #1 Webs 4x2 SP #3 Lumber value set 1313" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 3X3 except as noted Additional Notes 2x6 #3 HEM -FIR or better continuous strongback, Attach to each truss where shown with 3-1 Od Box or Gun nails (0, 128"0", min,) Strong back material to Ply I SFQN 1639 l T57 /SY42 j Cust RR8975 JRef IVVaf89750066 Qty 2 FROM RDG DrwNo 115.18 1231 30465 KM / VVHK 04/25/2018 9'312 141012 2'5"4 57' 5"8 E F G 4X6 H I 1,DA.5 14'10"12 Snow Criteria (P9 Piro PSFr Defl/CSI Criteria A Maximum Reactions (Ibs) Pg NA Ct: NA CAT: NA, PP Deflection in loc L/clefl L/# Loc R U /Rw /Rh /RL W Pf NA Ce NA VERT(Ll_): 0.159 D 999 360 R 817 1- I - 7 3 Lu NA Cs. NA VERT(TL), 0 349 D 678 240 H 804 / - / - 3 5 Snow Duration. NA HORZ(LL): 0.035 B - - R Min Brg Width Req = 1 5 HORZJQ: 0 055 B H Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor 2.0 Bearings R & H are a rigid surface. Bldg Code: FBC 6th,ed 2017 Max TC CSI 0,849 Bearing R requires a seat plate TPI Std 2014 Max BC CSI, 0,828 Rep Factors Used: Yes Max Web CSI: 0456 Members not listed have forces less than 375# FT/RT:12(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens. Comp Plate Type(s): WAVE VIEW Ver 17,02 01A, 1115,21 A - B 0 -552 E - F 0 -1482 B - C 0 -1396 F - G 0 -596 C - D 0 -1783 G-H 0 -641 D - E 0 - 1 789 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp, Chords Tens. Comp. Q - P 1093 0 N-M 1789 0 P- 0 1700 0 M - L 1785 0 O-N 1700 0 L - K 1198 0 Maximum Web Forces Per Ply (Ibs) Webs Tens,Comp. Webs Tens, Comp, A-R 0 -798 C - IN 410 -110 A - Q 881 0 E - L 0 -575 be supplied by erection contractor ", Q - B 0 -858 L - F 461 0 Truss must be installed as shown with top chord up. H B - P 482 0 F - K 0 -884eivirP-C 0 -468 K - H 958 0 EN 4 COA #() 4 04/ 25/2018 WARNING-- READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatinij, handli% shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information, b 0 c I TPI an SBCA) or safety practices prior to performing these functions Installers shall provide temporary bracin per BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathin and bottom ghord shall have a properly attachgradceilin,?,. Locations shown foreermanent lateral restraint f webs shall have brycinp installed per SC I sections B3 87 or 610 asapplicabe. Apply Oates to each face o truss and position as shown above and on the oin Details, unless noted otherwise. Refer to drawings160A-Z for standard plate positions. Alpine, a division of ITW %Idi,$omponents Group Inc. shall not be responsible for any deviation from this drawing an failure to build the trussinconformancewithNSI11, or for handling, shipping, installation and bracing of trussesA seal on this dr, wi g or cover e listing this drawing, indicates acceptance of essiona engineeringresponsibility solely or the design shown. The suitability anduseofthisrawingforanystructureisKeoresponsibilityoftheuildingDesigiyerperANSVTPIISec.2. ror more information see this tub's aeneral notes bane and these web sites ALPINE www ainineaw, com TPI w— minst orn SUICA www shr,nd-trV Cere ICC WWW 1--f m WW C0—ol 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333522 Ply i SEQN: 1640 / T7 / SY42 C:ust R R8975 JRef 1 Waf89750066 VARIOUS .9A6/9A7 ,258SE/258MA/258TA ,RA01 Qty 5 FROM: RUG DrwNo: 115.18.1231 30714 Truss Label: FT5 KM / WHK 0412512018 5'6" 7'3"4 11'4"12 5,6" V9 4 4' 1 "8 4"8 1'3"12 TYP) 3X6 == 3X4 1.5X3 3X4 3X4 1.5X3 3X4 1.5X3 A B C D E F i k. N M L K J I H 1.15X3 "3X4 3X4 1.5X3 3X4 3X4 2X4 2X4 1 V4" 12 Loading Criteria (psn !: Wind Criteria Snow Criteria (PgPf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL 4000 Wind Std NA Pg NA Ct: NA CAT: NA! PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W TCDL 10.00 Speed NA mph Pf NA Ce NA VERT(LL) 0 079 C 999 360 N 607 ! - / 7.3 Enclosure: NABCLL000 Lu NA CS: NA VERT(TL} 0.173 C 999 240 H 6p7 1 _ / _ / _ / _ 1 3.5 BCDL 500 Category: NA Snow Duration: NA HORZ(LL) 0 021 B - N Min Big Width Req = 1.5 Des Ld 5500 EXP NA Mean Height NA ft HORZ(TL) 0.033 B - - H Min Big Width Req = 1.5 Height NCBCLL 1000 TCDL psf Code / Misc Criteria Creep Factor 2.0 Bearings N & H are a rigid surface. Soffit 200 Bldg Code: FBC 61h.ed 2017 Max TC CSI: 0,612 Bearing N requires a seat plate. BCDL, NA psf Load Duration 1 00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI 0J58 Members not listed have forces less than 375# Spacing 24.0 " C&C Dist a: NA ft Rep Factors Used. Yes Max Web CSI: 0.300 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: NA FT/RT:12(0)/10(0) Chords Tens Comp. Chords Tens Comp I: NA GCpj NA Plate Type(s): Wind Duration: NA WAVE VIEW Ver 17.02 01A 1115,21 A - B 0 •394 D - E 0 -994 Lumber B-C 0 -917 E-F 0 -381 G-0 0 -1001 Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 4x2 SP #2 N Chords Tens.Comp. Webs 4x2 SP #3 Chords Tens. Camp. - 111 Lumber value set "I 3B" uses design values M - L 779 0 K - J 1001 0 approved 1/3012013 by ALSC L - K 1004 0 J - 1 770 0 Additional Notes Maximurn Web Forces Per Ply (Ibs) See ANSIfTPI 1 Sect 7 for additional bracing Webs Tens.Comp, Webs Tens. Comp requirements. Bracing material to be supplied by erection contractor. A- N 0 -602 E- 1 0 -618 Truss must be installed as shown with top chord up A - M 629 0 I - F 606 0 M-B 0 - 612 F-H 0 -557 ittttutlltretr J - E 445 0 1lpE tt 4 i i p 4 R S 1py q!. { yji Fkf ION- COA # 0' 1k4k dNt li4N34 04/ 25/2018 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingq shi ping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Gomponent Safety Information, byY TPI and SBCA) fbr to functions sa ety practicespriorperformingtheseInstallersshallprovide temporary bracin per BCSI. Unless noted otherwise,top chord shall have propertyy attached structural sheathing and bottom chord shall have aa propperly attached rigid celfinq Locations shown for ermanent lateral restraint Of webs shall have braacing9 installed per BCSI sections B3, 67 or 610 as applicable ApplypOatestoeachfaceofttrussandpositionasshownaboveandontheJointDetails, unless noted otherwise. Refer to' drawings 16OA-Z for standard plate positions. LPI N E Alpine, a divisionofFFWBuildn, omponents Group Inc.hall not be responsible for any deviation from this drawing any failure to build the „ ,,FN truss In conformanceAN51/l 11, for handlin with or shippirtg, Installation and bracing of,trussesA seal on this drawir5g or cover pa e , , 2400 Lake Orange Dr listingthis drawingg indicatesacceptanceofpro) esslonar en ineering responsibility solelyfor the desi n shown. The sui ability 9 and se of this drawing for any structure is the responsibilit of the Building Desigrier perANSI/TPI 1 SK.2. Suite 150 For more information see this job's general notes page and these web sites. ALPINE: www.alpineftw.corn TPI: www.tpinst oro- SBCA: www. sbcindustrv. coin: ICC www.iccsafe orn Odando FL, 32837 Job Number: N333522 VARIOUS .9A6/9A7.258SE/258MA/258TA ,RA01 Truss Label: FT6 5'6" 5'6" 4"8 TYP) Ply 1 SFQN 1641 / T2 / SY42 Cust R R8975 JRef: 1 Waf89750066 Oty I FROM RDG DrwNo 115 18 1231 30450 KM / VVHK 04125/2018 7'0" 12 11'4"8 1'6"12 4'3"12 VY12 53 "4 3X6 3X3 1. 5X3 3X4 3X4 1,5X3 3X3 3X6 A B C D E F G H S 12 5' 12 Loading Criteria (pst) Wind Criteria TCLL 4000 Wind Stcl NA TCDL, 1000 Speed: NA mph BCLL, 000 Enclosure NA BCDL 500 Category NA EXP NA Des Lcl5500 Mean Height, NA Ift NCBCLL 1000 TCDL NA psf Soffit 200 BCDL, NA psf Load Duration 1 00 MWFRS Parallel Dist NA Spacing. 24.0 C&C Dist a NA ft Loc, from endwall: NA 1, NA GCpi NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/ 1/2013) Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 IN Webs 4x2 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Additional Notes See ANSI1TPI 1 Sect 7 for additional bracing requirements Bracing material to be supplied by erection contractor Truss must be installed as shown with top chord up. 11'4"8 Snow Criteria ( Pg,Pf In PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg NA Ct NA CAT NA PIP Deflection in loc L/defl L/# Loc R / U /Rw /Rh /RL W Pf NA Ce NA VERT( LI-) 0077 L 999 360 0 625 1- 7 3 Lu NA Cs NA VERT( TL) 0 154 C 999 240 G 610 /- 3 3 Snow Duration NA HORZ(LL) 0018 B - - 0 Min Brg Width Req = 15 HORZ(TL). 0.029 B G Min Brg Width Req = 1.5 Code I Misc Criteria Creep Factor 2.0 Bearings 0 & G are a rigid surface, Bldg Code FBC 6th ed 2017 Max TC CSI 0639 Bearing 0 requires a seat plate TPI Stcl: 2014 Max BC CSI 0698 Rep Factors Used: Yes Max Web CSI: O 319 Members not listed have forces less than 375# FT/RT:12(0)/10( 0) Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp Chords Tens, Comp, Plate Type(s) WAVE VIEWVer17.02, 01A 1115 21 A - B 0 -398 D - E 0 -1020 B- C 0 -929 E - F 0 -406 C - D 0 -1026 F - G 0 -448 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens,Comp, Chords Tens. Comp, N-M 785 0 L - K 1026 0 M - L 1028 0 K - J 851 0 Maximum Web Forces Per Ply ( Ibs) Webs Tens,Comp Webs Tens. Comp. A-0 0 -607 K - E 377 0 A- N 635 0 E - J 0 -640 N - B 0 -616 J - G 669 0 04/25/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS sses require extreme care in fabricating, handli% shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building nponent Safety Information, tt TPI an SECA) or safety practices prior to performing these functions. Installers shall provide temporary. in?Ter SCSI. Unless noted ® r herwise,top chord shall have properl attached structural sheathingand bottom ghord shall hav%a properly p insalled per BC IsectionsB37or10chrAdceiliny,. Locations shownforpermanentlateralrestraintItwebsshallhavebracing3ipplicar)e. App lyOatestoeachfaceotrussandpositionasshownaboveandontheJoinDetails, unless noted otherwise, Refer to' Nings 160A-Z for standardplatepositions, ne, a division of ITW Building Components Group Inc shall not be responsible for any deviation from this drawin au failure to build the s in conformance with ANSIP11, or for handlinj s ippinp, installation and bracing of trussesA seal on this drawlit or cover page ng this drawin, indicates acceptanceofproessionaen ;nearing responsibility solely for the desicm sholvIn. The suiR bility I use of this drawing for any structure is the responsibil the Building Desigrier per ANSI/TPI 1 Si5c.2. nore information see this job' s general notes page and these web sites. ALPINE www. aliptnerw com TPI www toinst ora, SBCA www stbandustry com [CC www. iccsaf ALPINE 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 FJob Number N333522 VARIOUS WMA7,2 58S E12 58MA/258TA RAO I Truss Label: FT7 Loading Criteria (psf) Wind Criteria TCLI- 40,00 Wind Std: NA TCDL 1000 Speed NA mph BCLL 000 Enclosure: NA BCDL 500 Category NA Des Ld 55,00 EXP NA Mean Height. NA ft NCBCLL 1000 TCDLi NA psf Soffit 200 BCDL NA psf Load Duration 1 00 MWFRS Parallel Dist: NA Spacing. 24 0 C&C Dist a: NA ft Loc, from endwall: NA Ii NA GCpi: NA Wind Duration: NA Lumber Value Set 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set "l 313" uses design values approved 1/30/2013 by ALSC Additional Notes See ANSIfTPI 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 5'6" 5'6" Ply I %--,QN 1642 / TI I SY42 Cust RR8975JRef IVVaf89750066 Qty 10 FROM.RDG DrwNo 115 18,1231 30419 KM WHK 04/2512018 T1 "2 11'4" 10 172 4'Y8 VY 12 51, 3X3 3X4 1.5X3 3X3 3X6 C D E F G H 1 V4" 10 Snow Criteria (P9 Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct NA CAT NA PP Deflection in loc L/defl L/# Loc R U /Rw /Rh IRL 1W Pf, NA Ce NA VERT(I-L) 0 078 L 999 360 0 626 1 - 72 Lu NA Cs: NA VERT(TL) 0,157 C 999 240 G 609 / - 30 Snow Duration NA HORZ(LL) 0 018 B - - 0 Min Brg Width Req = 1.5 HORZ(TL) 0.029 6 G Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor 2.0 Bearings 0 & G are a rigid surface. Bldg Code: FBC 6th,ed 2017 Max TIC CSI 0643 Bearing 0 requires a seat plate, TPI Std 2014 Max BC CSI 0705 Rep Factors Used. Yes Max Web CSI, 0 320 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. 170201A,1115,21 A - B 0 -399 D - E 0 -1025 B- C 0 -933 E - F 0 -403 C - D 0 -1031 F-G 0 -449 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp, Chords Tens, Comp, N- M 788 0 L - K 1031 0 M - L 1033 0 K-J 854 0 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. Webs Tens. Comp, A- 0 0 -609 K - E 381 0 A- N 637 0 E- J 0 -642 N - B 0 -618 J - G 672 0 W in 7, 08 1 o S c 0 rr , 04/ 25/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uses require extreme care in fabricatinig, handling shipping, installing,and bracing. Refer to and follow the latest edition of SCSI (Building mponentSafetyInformation, b TPI an SECA) r sa ety practices prior to performing these functions, Installers shall provide temporary cin per BCSI. Unless noted o herwise,top chord shall have properly attached Structural sheathingand bottom hord shall have a properly achnirdceiliny. Locations shown for ermanent lateral restraint of webs shall have bracinig installed per BC I sections B3 B7 or 910 applicabe. App y plates to each face o?,russ and position as shown above and on the Join Details, unless noted otherwise Refer to' iwings 16OA-Z for standard plate positions. Imp, a division of ITW B ild nh orrponents Group Inc. shall not be re ALPINE responsible for any deviation from this drawing,an, failure to build the 13sinconformancewith, ANSI 11, or for handling, shipping, installatiTIn and bracing of trussesA seal on this drawl or cover page 2400 Lake Orange Dr, ingthisdrawing, indicates acceptance of pro essiona e ineeri responsibility solely for the de n shovyn. The suitability JuseofthisdrawingforanystructureistheresponsibilivoftheBuildingDesigrierperANSI/TPI 111K.2, Suite 150 more information see this job's general notes page and these web sites: ALPINE www. alpiner1w Com, TPI www tmnst org, SaCA www sbcmdustry com ICC www'CCsafe oQ Orlando FL, 32837 Job Numbec N333522 VARIOUS 9A6/()A7,258SE/258MA/258TA RAO 1TrussLabel: -FT-7G—E--- 1191, 2'11"12- 5'3"2 1,9" 17" 12 2'3"6 Ply I SEQN 1643 / T13 /SY42 Cust RR8975JRef IVVaf89750066 QtyI FROM RDG DrwNo. 115 18 1231 30107 KM / VVHK 04125/2018 6' 9"2 8'4'*2 11'1 "2 11 W"I 4 1, 15" 17XT 3'12 I- FT 4"8 17' 12 9" 14 17'8 - - - - 1'3" 17" 1'2"2 1*2"6 3X3 4X4 4X4 3X4 3X6 6X6 A 6 C D E F G FI I J K ro T2 P 0 N M T S R 0 4X4 6X6 2X4 3X4 53" 14 6-1" Loading Criteria ( psf) I Wind Criteria TCLL 40, 00 Wind Std. ASCE7-10 TCDL 1000 Speed 150 mph BCLL 0. 00 Enclosure Closed BCDL 5. 00 Risk Category. 11 Des Ld 5500 EXP C Mean Height: 15.00 ft NCBCLL 1000 TCDL 42 psf Soffit 2. 00 BCDL: 3,0 psf Load Duration 1.00 MWFRS Parallel Dist 0 to h/2 Spacing: 24 0 C&C Dist a 3,00 ft Loc. from endwall. Any GCpi: 0, 18 Wind Duration 1.00 Lumber Value Set: 13B (Effective 611/2013) Top chord 4x2 SP #1 32 4x2 SIP #2 W Bet chord 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set "l 3B" uses design values approved 1/ 3012013 by ALSC Special Loads Lumber Dur, Fac.=l 00 / Plate Dur,Fac.=1.00) TC From 291 plf at 0,00 to 350 plf at 5,88 TC ; From 387 plf at 5,88 to 387 plf at 11.28 BC. From 10 pif at 0.00to 10plf at 10,97 Plating Notes All plates are 1 .5X3 except as noted, Wind Wind loads based on MWFRS with additional C&C member design Additional Notes See ANSI/TPI 1 Sect 7 for additional bracing requirements. Bracing material to be supplied by erection contractor. Provide for complete drainage of roof. Truss must be installed as shown with top chord up 11'4" 14 Snow Criteria ( pg Pf in PsF) Pg NA Ct NA CAT. Ni Pf. NA Ce NA Lu NA Cs NA Snow Duration, NA Code / Misc Criteria Bldg Code FBC 6th ed 201 TPI Std 2014 Rep Factors Used Yes FTIRT 20(0)/10(0) Plate Type(s) WAVE Defl/ CSI Criteria PP Deflection in loc L/ clefl L/# VERT(L) 0 053 N 999 360 VERT(TL) 0 213 N 554 240 HORZ(LL) -0.011 J - - HORZ(TL) 0 026 J Creep Factor 2,0 Max TC CSI 0.881 Max BC CSI: 0.908 Max Web CSI 0 760 A Maximum Reactions (Ibs), or *= PLF Loc R / U /Rw /Rh / RL /W T* 316 129 130 /607 P 1158 /99 /95 164 J 1330 1112 /102 12 Wind reactions based on MWFRS T Min Brg Width Reg = - P Min Bug Width Req = 1.5 J Min Brg Width Reg = 1,5 Bearings T, P, & J are a rigid surface Bearings T & P require a seat plate. i Members not listed have forces less than 375# VIEW Ver 17.0201A.1115, 21 , Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp, E , F 220 -1200 H - 1 211 -1099 F-G 226 -1233 1 - J 204 -1069 G-H 205 -1076 ON— H 08 1 S T 0 oz- vp COAT NA Maximum Bot ChordForces Per Ply (Ibs) Chords Tens.Comp. Chords Tens Comp, P-0 420 -86 N- M 1238 -227 0 - N 1233 -226 Maximum Web Forces Per Ply ( Ibs) Webs Tens.Comp, Webs Tens Comp A-T 119 -655 E- 0 1239 -214 A - S 576 -117 O- F 135 -824 S - B 116 -453 M - J 1597 -305 P - E 203 -1200 Maximum Gable Forces Per Ply ( Ibs) Gables Tens.Comp. Gables Tens. Comp, C-R 94 -425 1 - IM 184 -913 D - Q 80 -444 04/ 25/2018 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, handlinp, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, b i TPI an SBCA) or safety practices prior to performing these functions. Installers shall provide temporary. bract per BCSI Unless notedoherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a pro erly attachri d 11 Locations shown for permanent lateral restraint of webs shall have bracing installed p?r BCSI 910, In as applicable. p Intions 63, B7 or p,Y "Iates to eachfaceortrussandpositionasshownaboveandontheJoinDetails, unless note otherwise Refer drawings 16OA-Z for s anclard plate positions AIptne, a division of ITW Building&omponents Group Inc.. shall not be. responsible for any deviation from this dr?win any failure to build the nce with ANSI, 1 1, or for V ing, indicates acceptance i rawing for any structureseethisobsnumeral notes Daoe an it seal on this drawing or cover page for the design shown. The suiab ility ANSIITPI I Sec.2. icc wwwccsafie MEM 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: N333522 VARIOUS 9A6/9A7,258SE/258M/V258TA,RA01 Truss Label: FT8G Ply I SEQN 1644 / T3 / SY42 Cust RR8975JRef lWaf89750066 Oty I FROM RUG DrwNo, 115,18 1231,31214 KM / WHK 04/25/2018 V78 1191,11 3'5"3 17"8 -2'1 1-78 1'3" 12 3" 1 *3" 12 1,5X3 4X4 1 5X3 3X6 A B C D H G F E 3X4 2X4 2X4 3X4 3'5"3 Loading Criteria (par) Wind Criteria Snow Criteria fPg Pf in PSF) DeflICS1 Criteria A Maximum Reactions (Ibs) TCLL 40,00 Wind Std NA Pg NA Ct NA CAT NA, PP Deflection in loc L/defl L/# Loc R U /Rw /Rh /RL /W TCDL. 10,00 Speed: NA mph Pf, NA Ce: NA VERT(LL): 0.016 B 999 360 H 522 140 BCLL, 0,00 Enclosure NA Lu NA Cs NA VERT(TL) 0 028 B 999 240 E 465 1 - BCDL 500 Category NA Snow Duration NA HORZ(LL) 0 002 B - H Min Brg Width Req = 1.5 Des Ldi 55.o6-- EXP, NA HORZ(TL) 0.003 B E Min Brg Width Req = - NCBCLL 1000 Mean Height: NA ft TCDL, NA psf Code I Misc Criteria Creep Factor 2 0 Bearing H is a rigid surface. Soffit 200 BCDL: NA psf Bldg Code, FBC 6th ed 2017 Max TC CSI 0275 Load Duration: 1 00 MWFRS Parallel Dist NA TPI Std 2014 Max BC CSI 0,294 Members not listed have forces less than 375# Spacing. 24.0 C&C Dist a: NA ft Rep Factors Used Yes Max Web CSI. 0.259 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall NA FT/RT 12(0)110(0) Chords Tens.Comp. Chords TensComp 1: NA GCpi NA Plate Type(s), B - C 0 -391 C - D 0 -376 Wind Duration NA WAVE VIEW Ver 17 02,01A, 1115,21 Lumber Maximum Bot Chord Forces Per Ply (Ibs) Value Set: 136 (Effective 6/1/2013) Chords Tens ,Comp, Top chord 4x2 SP #2 N G - F 391 0 Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Maximum Web Forces Per Ply (Ibs) Lumber value set "I 3B" uses design values Webs Tens.Comp. Webs Tens. Comp approved 1/ 30/2013 by ALSC A-H 0 -494 F- D 545 0 Special Loads A-G 533 0 D- E 0 -447 Lumber Dur. Fac.=1,00 / Plate Dur.Fac.=l 00) G - B 0 -471 TC,From 100plfat 0,00 to 100 plf at 3,43 BC: From 10 plf at 0,00 to 10 plf at 3,43 TC 610 lb Conc, Load at 1.58 Additional Notes Truss must be installed as shown with top chord up. IVA' 0 08 S T 0 A 04/ 25/ 2018 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fa cating, handling, h,gpng, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component SafetyInformation, YPI an SBCA) I 'a ty practices prior to performing these functions, Installers shall provide temporary bracingper B SI. Unless noted olherwise,top chord shall have properly attached structural sheathingand bottom hord shall have a pro erly attach ri id ceiling 9 Locations shownforlateralrestraintofwebsshallhav%brycinp installed per BC I sections B3 B7 or 10. I asaplicae. App y Oates to each face ot truss and position as shown above and on t e Joint Details, unless noted otherwise, Refer to drawings 16OA-Z for standard plate positions. Alpine, a division of ITW Build ALPINE n)+Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with AN I PI 1, or for handlinj shippy installation and bracing of trussesA seal on this drawing or cover pape listing thisdrawin, Indicates acceptance of proessiona engineeringresponsibility solely for the design shoviTin. The suitability 2400 Lake Orange Dr, and use of this drawing for any structure is the responsibility of theuilding Desigrier per ANSIITPI I Sbc.2. Suite 150 or more information see this iob's cieneral notes Daoe and these web sites ALPINE. www alnineow —, TPI — to—t oro IRCA — h,indult- lo. ICC www --fe orn Orlando FL, 32837 Job Number: N333522 Ply: 1 SEQN 1645 / T73 / SY42 Cust R R8975 JRef i Waf89750066 VARIOUS ,9A6/9A7 ,258SE/258MA1258TA ,RA01 Qty 1 FROM HMT DrwNo 115 18 1231 30638 Truss Label: FTiOG KID / WHK 04/2512018 17"8 2'47 3'11"15 178 8" 15 17-8 V3"12 — 3, M._ V3" 12 ,r 4X6 2X4 2X4 3X6 A B C D n r- i H G F E 4X4 4X4 2X4 3X3 311"15 . Loading Criteria (psf) Wind Criteria Snow Criteria (Pg.PI ,n PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL 40,00 Wind Std: NA Pg NA Ct NA CAT NA; PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W TCDL 1000 Speed NA mph Pf NA Ce NA VERT(LL) 0 023 C 999 360 H 2O08 / - / 4.0 BCLL 000 Enclosure NA Lu NA Cs: NA VERT(TL): 0.042 C 999 2401 E 505 / _ BCDL500 Category NA Snow Duration NA HORZ(LL) -0.009 D - - H Min Brg Width Reg = 1.5 Des Ld 55 00 EXP NA HORZ( TL). 0.013 D E Min Brig Width Reg NCBGLL. 10.00 Mean Height NA ft TCDL, NA psf Code / Misc Criteria Creep Factor: 2 0 Bearing H is rigid surface. 9aSoffit: 2,00 BCDL: NA psf Bldg Code FBC 6th ed 2017 Max TC CSI: 0 860 Load Duration: 1.00 MWFRS Parallel Dist NA TPI Std: 2014 Max BC CSL 0.319 Members not listed have forces less than 375# Spacing: 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0,384 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: NA FT(RT:12(0)110(0) Chords Tens Camp. Chords Tens Comp I: NA GCpi: NA Plate Type(s) A - B 0 -416 C - D 0 -415 Wind Duration: NA WAVE ! VIEW Ver 17.02.01A.1115.21 B - C 0 -438 Lumber Value Set: 13B (Effective 6/1/2013) Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp_ Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N G - F 438 0 Webs 4x2 SP #3 Lumber value set " 13B" uses design values Maximum Web Forces Per Ply (Ibs) approved 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens Comp Special Loads A- H 0 -2011 C- F 0 -475 Lumber Dur,Fac.=1.00 Plate DucFac.=1.00) A - G 692 0 F - D 597 0 TC: From 4 plf at 0,00 to 4 plf at 400 G - B 0 -450 D - E 0 - 468 BC: From 10 plf at 0.00 to 10 pif at 4.00 TC 804 Ib Conc. Load at 0.15, 0.34, 215 Additional Notes Truss must be installed as shown with top chord up.y1{takftEtfrrrrr rf f 4 08 M M r( j1(f*Sg R,j} jsjjM C<) ION A 04l25l2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS isses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building m, ponent Se fety Information. by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary cmperBSI. Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a pro erly achedriwdceilingLocationsshownforermanentlateralrestraintofwebsshallhavebracinginstalledperBCSIsectionsB3, B7 or 910 applicab'te Appply plates to each face. ofptruss and position as shown above and on the Join Details, unless noted otherwise. Refer to ,/I L PI N E wings160A-Z fbr standard plate positions. /`'1 ine, a division of ITW B iIdlndq Components Group In% shall not be responsible for any deviation from this drawin any failure to build the x _4, ssinconformancewithXNSIhPl1, or for handling, shippin , installation and bracing of trussesA seat on this dr wir1 or cover pa e. , 2400 Lake Orange Dr, ingthisdrawinindicatesacceptanceofproTessionalengineeringresponsibilitysolelyforthedesinshovIn. The sui>9ability g i use of this iawing for any structure is fhe responsibility of the Building Designer per ANSUTPI 1 Sec.2. Suite 150 more information see this job's general notes page and these web sites: ALPINE. www.alpineitw.com. TPI www.toinst ore. SBCA: www.sbcmdustry com ICG www.iccsao ore Oriando FL, 32837 Job - -e--- -- lNumber: N333522 Ply, 1 VARIOUS, 9A6/9A7 .258SE/258MA/258 TA RAO 1 Oty 8 Truss Label: At 10' 14 15 7* 10'14 7T*2 12 6 1 62 6X8 5X5 DSEQN 1585 1 T37 COMN Cust R8975 )Ref: 1Waf89750066 FROM PFH DrwNo 115 18 1231 30341 KD / WHK 04/2512018 F G 4X6( B2) 30' 10 10' 10, 10 20* 30' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in P,-,F) 1 DeflICS1 Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Slid ASCE 7-10 Pg NA Ct: NA CAT. NA, PP Deflection in loc L/defl L/# Loc R / U /Rw /Rh /RL 1W TCDL: 17.00 Speed. 150 mph Pf: NA Ce: NA VERT(LL)i 0.126 H 999 360 B 1643 1704 /1025/- /287 /40 BCLL 0,00 EnCIOSILIre Closed Lu NA Cs NA VERT(TL) 0.438 H 999 240 F 1643 / 704 /1025/- /, '40 SCDL 10,00 Risk Category, 11 Snow Duration NA HORZ(LL): 0.046 H - - Wind reactions based on MWFRS EXP C Des Ld: 4TOO HORZ(TL): 0,103 H B Min Brg Width Reg = 1,9 Mean Height: 24.19 ft NCBCLL 10, 00 TCDL, 4.2 psf Code t Misc Criteria Creep Factor 2 0 F Min Big Width Reg = 1,9 Soffit: 0. 00 BCDL: 5,0 psf Bldg Code, FBC 6th ed 201? Max TC CSI: 0,936 Bearings B & F are a rigid surface Load Duration: 1 25 MWFRS Parallel Dist, 0 to h/2 TPI Stdi 2014 Max 798 0 BCCSI: , Members not listed have forces less than 375# Spacing 24. 0 C&C Dist a 3,00 ft Rep Factors Used Yes Max Web CSI: 0.668 Maximum Top Chord Forces Per Ply (Ibs) Loc. ffromendwall: not in 4 50 It FT/RT:20(0)/10(0) Chords Tens Comp. Chords Tens Comp GCpi: 018PlateType(s): Wind Duration. 1,60 WAVE VIEW Ver 1702.01A,1115.21 B - C 1115 -2701 D - E 1140 -2425 Lumber C- D 1140 -2423 E - F 1115 -2702 Value Set: 136 (Effective 611/2013) Maximum Bot Chord Forces Per Ply (Ibs) Top chord2x4SP #2 N Chords Tens Comp. Chords Tens Comp Bot chord2x4SP #1 :B2 2x6 SP #2 N Webs 2x4 SIR #3:W2, W3 2x4 SP #2 N: B - 1 2289 -852 H - F 2291 -852 Lt Wedge 2x4 SP #3:iRt Wedge 2x4 SP #3, 1 - H 1564 -439 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 Truss passed check for 20 psf additional bottom C - 1 398 -513 D - H 902 -422 chord live load in areas with 47-high x 24"-wide I - D 900 -422 H - E 398 -513 clearance, Wind Wind loads based on MWFRS with additional C&C member design. 0 COA 04/ 25/ 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, In dl h,ppn, Installing and bracing. Refer to and follow the latest edition of SCSI (Building Component SafetyInformation, by TPI an S1BCnA)'n0& safety actices prior to performing these functions. Installers shall provide temporary bracing per SCSI, Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom hord shall have a properly attached ceiliny', Locations shown for ermanent lateral restraint I webs shall hav%bracinp insalled per BC I sections B3 B7 or 910 t asapplicableApplyOatestoeachfaceopirussandpositionasshownaboveandontheJoinDetails, unless noted otherwise. Refer to' drawings 16OA-Z for standard plate positions. Alpine, a division of ITW Build n ALPINE A ompojrjents Group Inc. shall not be responsible for any deviation from this drawinj,an, failure to build the truss inconformancewithANI11, or for handling, shippin?, installation al bracing of trussesA seal on this dr wj q or cove listing this Prawin, indicates acceptance (?f pro) essiona engineering responsibility solely for the design shoWn. The cover page 2400 Lake Orange Dr and use o this drawing for any structure is the responsibility of the guilding Desigrier per ANSI/TPI 1 Sbc.2. Suite 150 For more Information see this job's general notes page and these web sites ALPINE www almneaw com TPI www trans(. ore SBCA www sbormustry com 1C.C. www --fo n- Orlando FL, 32837 Job Number: N333522 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RAO1 Truss Label: A2 6.7" 1' 10' 10' Loading Criteria (psn Wind Criteria TCLL 2000. Wind Std: ASCE 7-10 TCDL 1700 Speed 150 mph BCLL: 0,00 Enclosure. Closed BCDL: 10 00 Risk Category II EXP C Des Ld 4700 Mean Height: 2369 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit 000 BCDL 5 0 psf Load Duration 1 25 MWFRS Parallel Dist h to 2h Spacing 24.0 " C&C Dist a: 3.00 ft Loc. from endwalL not in 9.00 ft GCpL 0.18 Wind Duration: 1.60 Lumber Value Set: 136 (Effective 6/1/2013) Top chord 2x4 SP #2 N Bet chord 2x4 SP #1 :132 2x6 SP #2 N Webs 2x4 SP #3 :W3 2x4 SP #2 N. Lt Wedge 2x4 SP #3::Rt Wedge 2x4 SP #3: Lumber value set "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 0.1280" gun nails @ 6" oc. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance Wind Wind loads based on MWFRS with additional C&C member design Ply: 1 SEQN 1586 / T36 / HIPS Cust R R8975 JRef 1 Waf89750066 Qty: 2 FROM: RDG UrwNo: 115,18 1231 30170 SN / WHK 04/25/2018 13, 17' 23' 5" 4X10 5X8 D E Snow Criteria (Pg,Pf in PSF) Pg NA Ct NA CAT: N/ Pf NA Ce NA Lu NA Cs: NA Snow Duration NA Code / Mise Criteria Bldg Code: FBC 6th.ed 201 TPI Sid: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE 30' 10, 20' Defl/CSI Criteria PP Deflection in loc t/defl L/# VERT(LL) 0127 1 999 360 VERT(TL). 0.449 1 999 240 HORZ(LL): 0.053 1 - - HORZ(TL). 0.120 1 Creep Factor: 2 0 Max TC CSI: 0,841 Max BC CSI: 0,831 Max Web CSI: 0.258 VIEW Ver 17.02,01A.1115.21 04/25/2018 30' 6 7 _ L 10, 1' 30, Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 1618 / 308 / 1030/ - / 254 / 4.0 G 1631 /308 /1030/- /- /4.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.9 G Min Brg Width Req = 1.9 Bearings B & G are a rigid surface- Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp- Chords Tens- Comp. B - C 1040 - 2703 E - F 971 - 2359 C - D 970 - 2330 F - G 1039 - 2732 D -E 874 -1713 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - J 2309 - 796 1 - G 2334 - 824 J - 1 1727 -518 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. Webs Tens. Comp. C - J 302 - 465 E - 1 678 - 224 J - D 648 - 254 1 - F 301 - 464 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingq shipping, installing. and bracing. _ Refer to and follow the latest edition of SCSI (BuildingComponentSafetyInformation, by TPI and SBCA) fbr safety practices prior to performing these functions. Installers shall provide temporary bracing f er BCSI, Unless noted otherwise,top chord shall have properlyY attached structural sheathing and bottom chord shall have a properly attached ri id ceiling Locations shown for ermanent lateral restraint bf webs shall have bracin installed per SCSI sections B3, 67 or B10asapplicableApplyplatestoeachfaceofptrussandpositionasshownaboveandontheJointDetails, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine. a division of ITW Buildin omponents Graup Inc shall not be respponsible for any deviation from this drawln9 anv failure to build thetrussinconformancewithANS11011, or for handlin shipping, Instaleah n and bracing of_trussesA eal on this drawing or cover page , listing this drawing indicates acceptance of p 0 essionaf engineering responsibility solely for the design shovin. The suitabilityanduseofthisdrawingforanystructureistPlieresponsibilityoftheBuildingDesignerperANSIITPI1See.2. or more information see this job's general notes page and these web sites: ALPINE. wwwaipineaw. com: TPI www.toinst. ora_ SBCA. www. sbunrlustry coin ICC www -saf F im:; 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333522 Ply: 1 SEQN 1587 / 135 / HIPS Cust R R8975 JRef i Waf89750066 VARIOUS ,9A619A7 ,258SE/258MA/258TA ,RA01 Qty 2 FROM RDG DrwNo 115.18,1231 30637 Truss Label: A3 '.... '.... ''.... KM / WHK 04/25/2018 19, 24'5" 30' 5 7, 5,5„ 8. _ 55" 57' 1' 10, Loading Criteria (psf) Wind Criteria TCLL 2000 Wind Std: ASCE 7-10 TCDL: 1700 Speed: 150 mph BCLL: 000 Enclosure Closed BCDL 10.00 Risk Category II EXP C DDes Ld 4700Desd: LL. Mean Height: 23,19 It 10.00 TCDL: 42 psf Soffit 000 BCDL 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing 24.0 " C&C Dist a: 3.00 ft Loc from endwall. not in 9,00 ft GCpi: 0,18 Wind Duration 1 60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N :T2 2x4 SP #1: Bot chord 2x4 SP #1 Webs 2x4 SP #3 :W3 2x4 SP #2 N: Lt Wedge 2x4 SP #3: Rt Wedge 2x4 SP #3: Lumber value set "l3B" uses design values approved 1130/2013 by ALSC Bracing a) 1X4 #3SRB or better continuous lateral restraint to be equally spaced Attach with (2) 8d Box or Gun nails(0.113"x2.5",min_). Restraint material to be supplied and attached at both ends to a suitable support by erection contractor a) or scab reinforcement may be used in lieu of CLR restraint. substitute (1) scab for (1) CLR and (2) scabs for (2) CLR'S where shown. Scab reinforcement to be same size, species, grade, and 80% length of web member. Attach with 0.1280" gun nails @ 6" oc. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. SS00514 T2 SS0E514 Snow Criteria (Pg,Pf in PSF) Fig NA Ct NA CAT.N/ Pf NA Ce. NA Lu NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 6th.ed 201 TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE, HS, 18SS 30' 10, 20' Deft/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL). 0,124 1 999 360 VERT(TL): 0-446 1 999 240 HORZ(LL): 0-056 1 - - HORZ(TL): 0,129 1 Creep Factor: 2.0 Max TC CSI 0 865 Max BC CSI: 0.839 Max Web CSI 0.199 VIEW Ver 17.02.01A 1115.21 f k p. l U F e s * s tbR'HMar, Kr a^eq(rll COO 04/25/2018 1 10, 1' 30' A Maximum Reactions (Ibs) Lae R /U /Rw /Rh /RL /W B 1599 1437 / 10291- 1 220 / 4.0 G 1621 / 437 / 1029 / - /- 140 Wind reactions based on MWFRS B Min Brg Width Req = 1.9 G Min Brg Width Req = 1 9 Bearings B & G are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp Chords Tens. Comp. B - C 1069 - 2660 E - F 972 - 2355 C - D 972 - 2301 F - G 1068 - 2711 D - E 933 -1913 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp, Chords Tens Comp. B - J 2273 - 829 1 - G 2318 - 856 J - 1 1952 - 635 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. Webs Tens. Comp. J - D 502 -134 E -1 503 - 123 WARNING"` READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingg, handlinqg. shipping, Installing and bracing Refer to and follow the latest edition of &GSI (Building Compon ent S fety Information, by TPI anc7 SBCA} fbt safety practices prior to performing these functions. Installers shall provide temporary bracin per BG SI. Unless noted otherwise,top chard shall have properly attached structural sheathing and bottom chord shall have a properly attach d rigid eetlin9 Locations shown for permanent lateral restraint of webs shall have bra in9 Insl lled per t3CSl sections B3, 67 or tf10, as apphcabgle Apply plates to each face ofptruss and position as shown above and on the Jomf Details, unless noted otherwise Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building+Components Group Inc shall not be responsible for any deviation from this drswing any failure to build the truss in conformance with ANSI TPI 1, or for handling, shipping, installation and bracing of,trussesA seal on this drawing or cover page _ . listing this drawing, indicates acceptance of pro7essfonar engineertng responsibility solely for the design shoWn. The suit bihty, and use of this rawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. nor more information see this iob's oeneral notes oaoe and these web sites: ALPINE: www.aloineitw Com TPI www tolnst orn 'RCA www sbrind—iry coin ICC www irrsaf. 93- W16,= u irn,m+naaur 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: N333522 VARIOUS 9A6/9A7,258SE1258M/V258TA RAO 1 Truss Label: A4 5'l 1 5'l 1 1 10' 10, 91 3- 1 Ply I SEON 1588 1 T34 /HIPS Cost R P8975 JRef IVVaf89750066 Qty 2 FROM RDG DIwNo 115 18 1231 30559 KM / VVHK 04/25/2018 21' 24'1 6' D 4X6 4XE F44X6 30' 10, 20* 30' 30' 51111, Loading Criteria (psf) Wind Criteria Snow Criteria (Pq,Pf,n ESE) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL 20,00 Wind Sid. ASCE 7-10 Pg: NA Ct: NA CAT: NAPP Deflection in loc L/defl L/# Loc R / U Rw / Rh / RL W TCDL 1700 Speed 150 mph Pf NA Ce NA VERT(LL) 0,124 E 999 360 8 1548 /440 /1022/- /187 4.0 BCLL 000 Enclosure. Closed Lu: NA Cs: NA VERT(TL) 0 475 E 999 240 H 1548 /440 110221- 4.0 BCDL1000 Risk Category: 11 Snow Duration: NA HORZ(LL): 0,048 J - - Wind reactions based on MWFRS Des Ld 4700 EXP C HORZ(TL) 0.117 J B MmBrgWdthReq= 18 NCBCLL, 1000 Mean Height 22 69 ft TCDL. 4. 2 psf Code I Misc Criteria Creep Factor 2 0 H Min Brg Width Req = 1.8 Soffit 000 BCDLi 5.0 psf Bldg Code: FBC 6th.ed 2011 Max TC CSI: 0 782 Bearings B & H are a rigid Surface. Load Duration 1 25 MWFRS Parallel Dist h/2 to h TPI Std 2014 Max BC CSI: 0.806 Members not listed have forces less than 375# Spacing: 24 0 C&C Dist a: 3 00 ft Rep Factors Used, Yes Max Web CSI 0 340 Maximum Top Chard Forces Per Ply (Ibs) Loc. fromendwallnotin9.00 ft FT/RT:20(0)/10(0) Chords Tens Comp Chords Tens, Comp. GCpii 0 18 Plate Type(s): Wind Duration 1,60 WAVE VIEW Ver: 17.02 01A,1 115 21 8 - C 1080 -2524 E - F 989 -2053 Lumber Value Set 13B (Effective 611/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lt Wedge 2x4 SP #3 Rt Wedge 2x4 SP #1 Lumber value set "ll 38" uses design values approved 1/ 30/2013 by ALSC Wind Wind loads based on MWFRS with additional CSC member design S AT 4 041/ 25/ 2018 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS the latest edition of BCSI (Building Installers shall provide temporary bottom ghord shall have a pro erly per BCIs9noteotherwiseB3 B7 or 10 inless note otherwise kefer to Alpine, a division of ITW Build nh Components Group Inc. shall not be responsible for any deviation from this drawinq,apy failure to build the truss in conformancewithANIPI1, or for han&4, shippin?, installation and bracing of trussesA seal on this drAwing or cover pa e .,p listing thisdrawingindicatesacceptanceofproessiona. engineeringresponsibili solely for the design shown. The bility and use ofthisrawingforanystructureistheresponsibilityoftheuildingDesiqlerperANSI/TPI I Sec.2. of more information see this job's general notes bade and these web sites ALPINE www albineitw com TPI www toinst oto SECA wWw sb(AndUstry com ICC www c—af C - D 997 - 2199 F - G 997 -2199 D - E 990 - 2053 G-H 1079 -2524 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp, B - K 2147 - 832 J - H 2147 -860 K -J 2322 - 872 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens Comp. D - K 626 - 251 J - F 626 -251 11 1111111,11 2400 Lake Orange Dr, Suite 150 Orlando FL, 32837 Job Number: N333522 Ply 1 SFQN: 1589 / T25 / SPEC Cust R R8975 JRef 1 Waf89750066 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RAOI Cry 1 FROM PFH DrwNo 115 18.1231.30606 Truss Label: A5G KM / WHK 04/25/2018 7' 15' 23' 30' T 8, _ 8' 7. SS0712 3XD8 8X10 T2 12 6 n a) a) 4X6(C1) 5X5(C8) W2 T3 4X8(C8) MBBF A t f L C K _ J_ I H 4X8 SS1017 2X4 4X4(C1) 1 30' 1 6'10"4 8'1"12 8'1"12 6'10"4 1' 6' 10"4 15 23 1 "12 30' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg.Pf in PSF) ! Defl/CSI Criteria Maximum Reactions (Ibs) TCLL 20.00 Wind Std ASCE 7-10 Pg: NA Ct NA CAT NA: PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL 1 W TCDL 1700 Speed 150 mph Pf: NA Ce NA VERT(LL): 0.226 D 999 360 K 3881 / 2033 ! - /- 14.0 BCLL: 0.00 Enclosure: Closed Lu NA Cs: NA VERT(TL): 0-849 D 663 240 F 2897 / 1290 t - 1- 14.0 BCDL. 1000 Risk Category: II Snow Duration: NA HORZ(LL) 0 039 C - - Wind reactions based on MWFRS EXP:C Des Ld 47,00 Mean Height: 22,19 ft - HORZ(TL). 0.093 C K Min Brg Width Req = 32 NCBCLL 10,00 Code / Misc Criteria Creep Factor 2 0 F Min Brg Width Req = 2.4 5 TCDL: .psf Bearings K & F are a rigid . Soffit: 0.00 , BCDL .0 psf Bldg Code: FBC 6th.ed 2017 Max TC CSI 0 928 id surfacegg Load Duration 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Max BC CSI 0 571 Members not listed have forces less than 375# Spacing 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI 0 655 Loc- from endwall: not in 144.00 ft FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp, Chords Tens Camp GCpi:0,18 PlateTYpe(s) Wind Duration. 1.60 WAVE, 18SS VIEW Ver 17.02.01A.1115 21 B - C 3760 -7769 D - E 4104 -9211 C - D 4107 - 9214 E - F 2436 - 5479LumberWind Value Set: 13B (Effective 61112013) Wind loads and reactions based on MWFRS Maximum Bot Chord Forces Per Ply (Ibs) Top chord 2x4 SP 2400f-2.OE :T2 2x8 SP Additional Notes Chords Tens Comp. Chords Tens Comp2400f-2, O E: T3 2x4 SP #1: WIND LOAD CASE MODIFIED! B - J 6883 - 3260 1 - H 4825 - 2129 Bot chord 2x8 SP 2400f-2.OE J - 1 6844 - 3259 H - F 4824 - 2124 Webs 2x4 SP #3 :W2 2x4 SP #2 N: W4 2x4 SP 2400f-2AE: Lumber value set "13B" uses design values Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. Webs Tens. Compapproved1/30/2013 by ALSG - J - C 945 - 306 D -1 865 - 1208 Bracing C - 1 2580 - 1117 1 - E 4784 - 2153 a) 1X4 #3SRB or better continuous lateral restraint to be equally spaced. Attach with (2) 8d Box or Gun nails(0.113"x2.5",min.). Restraint material to be trliuntoeesuppliedandattachedatbothendstoasuitablet61 tfu rr x support by erection contractor. a) or scab reinforcement may be used in lieu of CLR x , a K. restraint. substitute (1) scab for (1) CLR and (2) scabs for (2) CLR'S where shown. Scab+," • reinforcement to be same size, species, grade, and 80% length of web member. Attach with 0.1280" gun nails @ 6" oc. , Q Special Loads a g Lumber Dur.Fac.=1.25 / Plate DurFac.=1.25) rrvv TIC From 78 pIf at -1.00 to 78 plf at 31 00 BC: From 20 plf at 0,00 to 20 plf at 30,00 oe TC: 562 lb Conc. Load at 7.03 TC: 250 lb Conc. Load at 9.06,11.06,13.06 kC '` 4 BC. 574 lb Conc. Load at 7.03 BC: 136 lb Conc. Load at 9.06,11.06,13 06 t t h BC: 1389 lb Conc, i 6x Load at 14.27 COA # L o, 4MNtM 04/2S/2018 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING' IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS cusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingomponentSafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions Installers shall provide temporary racing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlytttachedrigidceilinLocationsshownforermanentlateralrestraintofwebsshallhavebracingginslalledperBCSIsectionsB3, B7 or k310, sappplicable Ap y pOates to each face ofptruss and position as shown above and on the Join[ Details, unless noted otherwise- Refer to ALPINEirawings160A-Z for standard plate positions. llpine, a division of ITW Build Proponents Group Inc shall not be responsible for any deviation from this drawing any failure to build therussinconformancewithAN51/"I PI 1, or for handlinQ shipping, installation and bracing of.trussesA seal on this drawin or cover pagge 2400 Lake Orange Dr. fisting this drawing, indicates acceptance of ro-fessionaf en ineering responsibilit solely for the desi n shov7n. The suitability 9 Ind use of this drawing for any structure is the responsibilitt7of the Building Designer per ANSIITPI 1 S%c.2, Suite 150 or more infofmation see this job's general notes page and these web sites: ALPINE. www. aipineitw.corn, TPI wwwtpinst. orq SBCA. wwwsbeindustrr. com_ ICC. wwwiccsafe. oro Orlando FL, 32837 Job Number: N333522 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RA01 Truss Label: A5GA 7' 15' 7 1' 6`10"4 610"4 8'1"12 15• _ Ply: 1 SEQN: 1590 1 T62 / HIPS CusL R R8975 JRef. i Waf89750066 Oly i FROM RDG DrwNrr 115.18.1231 31167 KM / WHK 04/25/2018 30' 23' 8' 8X8 E 30' 7' 8' 1 " 12 6' 10"4 2Tl"12 30' Loading Criteria (psh Wind Criteria Snow Criteria (P9,Min PSF) DefllCSI Criteria Maximum Reactions (Ibs) TCLL: 2000. Wind Std: ASCE 7-10 Pig NA Ct NA CAT: NA! PP Deflection in loc L/defl L/# Loc R U / Rw / Rh / RL / W TGDL. 17.00 Speed: 150 mph Pf: NA Ce NA VERT(LI.) 0 264 D 999 360 B 3660 ! 1670 / - /- /- / 4.0 BCLL 0,00 Enclosure: Closed Lu: NA Cs NA VERT(TL) 0 987 D 569 240 F 3652 / 1660 1- /- /- / 4.0 BCDL 1000 Risk Category: II Snow Duration. NA HORZ(LL) 0 069 H - - Wind reactions based on MWFRS Des Ld 47 00 EXP C HORZ(TL) 0 164 H B Min Brg Width Req NCBCLL. 10.00 TCDL: 4.2 psf Mean Height. 22.19 ft Code if Misc Criteria Creep Factor 2 F Min Br - 9 Width Re.0 q = Soffit: 0.00 BCDL: 5.0 psf Bldg Code: FBC 6th ed 2017 Max TC CSi 0 969 Bearings B & F are a rigid surface. Load Duration 1 25 MWFRS Parallel Dist: 0 to h/2 TPI Sid. 2014 Max BC CSI 0 869 Members not listed have forces less than 375# Spacing: 24.0 " C&C Dist a. 3.00 It Rep Factors Used. Yes Max Web GSI 0 535 Maximum Top Chord Forces Per Ply (Ibs) Lac. from endwaiC not in 144.00 fk FTlRT:20(p)/10(0) Chords Tens Comp. Chords Tens Comp GCpi 0,18 Plate Type(s) Lumber Value Set: 136 (Effective 6/1/2013) Top chord 2x4 SP 2400f-2.OE :T2 2x6 SP SS Bot chord 2x6 SP SS Webs 2x4 SP #3 :W2, W4 2x6 SP #2 IN Lt Wedge 2x4 SP #3::Rt Wedge 2x4 SP #3: Lumber value set "'I 3B" uses design values approved 1/30/2013 by ALSC Bracing a) 1 X4 #3SRB or better continuous lateral restraint to be equally spaced. Attach with (2) 8d Box or Gun nails(0.113"x2.5",min.). Restraint material to be supplied and attached at both ends to a suitable support by erection contractor. a) or scab reinforcement may be used in lieu of CLR restraint. substitute (1) scab for (1) CLR and (2) scabs for (2) CLR'S where shown. Scab reinforcement to be same size, species, grade, and 80% length of web member. Attach with 0.1280" gun nails @ 6" oc. Wind Wind loads and reactions based on MWFRS. Bearing Block(s) Brg blocks:0.128"0" nails brg x-loc #blocks length/blk #nailslbik wail plate 1 0000, 1 12" 4 Rigid Surface 2 29,667' 1 12" 4 Rigid Surface Brg block to be same size and species as chord. Special Loads vv<a-urrr-r arry -rw Lumber Dur.Fac.=1.25 / Plate Dur,Fac.=125) TC: From 78 plf at 00 to 78 plf at .00 Maximum Bot Chord Farces Per Ply (Ibs) TC: From 39 plf at 7,00 to 39 plf at 23 Chords Tens.Com . Chords Tens. Coin00 _ _ _P..._... TC: From 78 plf at 23,00 to 78 plf at 31,00 B -J 6179 - 2790 1 - H 6133 - 2770 BC: From 20 plf at 0,00 to 20 pff at 7.03 BC: From 10 plf at 7.03 to 10 plf at 22,97 J - 1 6151 - 2790 H - F 6161 - 2770 BC: From 20 plf at 22.97 to 20 plf at 30.00 TC: 565 lb Conc. Load at 7.03 Maximum Web Forces Per Ply (Ibs) TC: 254 lb Conc. Load at 9.06,11.06,13.06,15.00 Webs Tens.Comp. Webs Tens. Comp. TC: 250 lb Conc. Load at 16.94,18,94,20 94 TC: 562 lb Conc. Load at 22.97 J - C 685 0 1 - E 2896 - 1378 BC: 579 lb Conc. Load at 7.03 C - 1 2877 - 1356 E - H 678 0 BC: 137 lb Conc Load at 9.06,11.06,13 06,15.00 D - 1 1058 -1584 BC: 136 lb Conc. Load at 16.94,18.94,20 94 BC: 574 lb Conc. Load at 22 97 gftitt4nSEH#tf#!# pRyAC'" •+44 4q• Q i F 4 Ci,7.0 sg * s Refer to drawing GNNAILSP1014 for more information. CO ffW4J,4 f M #t1+{ tiV-ck 04/25/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating. handlingq shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information. by TPI and SBCA) fbr safety practices prior to performing these functions Installers shall provide temporary bracin per SCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachuq rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSL sections 133, 67 or E 10, as applicable Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise Refer to ALPINEdrawings16OA-Z for standard plate positions. Alpine, a division of ITW Build n1c omponents Group Inc shall not be responsible for any deviation from this drawin anY failure to build the "AN' truss in conformance with AN IIT I 1, or for handlin shippm , installation and bracing of,trussesA seal on this dr wiXg or cover pa e - _ 2400 Lake Orange Dr. listingthis drawing indicates acceptance of pro) essiona engineerin responsibilit solely for the design shown. The sui ability and se of this drawing for any structure is the responsibility of the uilding DesigLr per ANSI/TPI 1 Sec.2. Suite 150 or more information see this job's general notes page and these web sites. At -PINE: www. aipinei(w.com. TPI: wv wtpinst. ore: SBCA. wwwshcindustrv. com_ ICCwwe. icesafe. orn Orlando FL, 32837 Job Number: N333522 Ply I SEQN 1591 / T18 / COMN: Cust RR8975 JRef 1Waf89750066 VARIOUS .9A6/9A7258SE/258MA/258TA RAO I Qty 4 FROM RDG DrwNo 115.18123130855 Truss Label: Cl KM / VVHK 04/25/2018 57A 10,8, — 15'8" 12 50"12 5'0" 12 4X8D 21,41, 57A 4X6(A2) = !)X111 4X4 4X6(A2) TWA Loading Criteria (psf) Wind Criteria TCLL: 2000 Wind Std: ASCE 7-10 TCDL. 17.00 Speed: 150 mph BCLL 0,00 Enclosure Closed BCDL 10.00 Risk Category: 11 EXP: C Des Ld. 4700 Mean Height: 15.00 it NCBCLLi 10,00 TCDL: 4.2 psf Soffit 000 BCDLi 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist. h/2 to h Spacing: 24.0 C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0,18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2X4 SP #2 N Webs 2x4 SP #3 Lumber value set "'I 3B" uses design values approved 1/3012013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Snow Criteria (Pq Pf,,) PSF) Pg, NA Ct NA CAT N/ Pf NA Ce NA Lu NA Cs NA Snow Duration NA Code I Misc Criteria Bldg Code FBC 6th ed 201 TPI Std 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s) WAVE 2 1A " C7,85 13'11"12 Defl/CSI Criteria PIP Deflection in loc L/defl L/# VERT(I-L) 0,049 H 999 360 VERT(TL) 0.188 H 999 240 HORZ(LL) 0.020 G - - HORZ(TL) 0.048 G Creep Factor 2 0 Max TC CSI 0387 Max BC CSI 0 680 Max Web CSI. 0.210 VIEW Ver 1702.01A.1115.21 4" 08 1 S 1 1P, 401 CO A 1;%S N A 7A"4 2 1 *4'* A Maximum Reactions (Ibs) Loc R / U /Rw /Rh /RL I W B 1126 /323 /775 1201 / 8.0 F 1043 1291 1631 1 - i 8,0 Wind reactions based on MWFRS B Min Brg Width Req = 1.6 F Min Brg Width Reg m 1.5 Bearings B & F are a rigid surface Bearings B & F require a seat plate Members not listed have forces less than 376# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens. Comp, 6 - C 612 -1770 D - E 637 -1562 C - D 609 -1552 E - F 639 -1781 Maximum Bat Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp, 6 - H 1510 -483 G - F 1522 -485 H - G 1025 -257 Maximum Web Forces Per Ply (Ibs) Webs _Tens,Comp. Webs Tens. Comp. C - H 218 -377 D-G 550 -213 H - D 535 -205 G-E 220 -384 0-1/25/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require extreme care in fabricating, handling, shippin installing and bracing Refer to and follow the latest edition of SCSI (BuildingnentSafetyInformation, b TPI an SBCA) r safety I?r1actices prior to performing these functions Installers shall provide temporary SCSI. Unless noted o herwise,top chord shall have properl attached structural sheathing and bottom ghord shall have a pro erlyceilingLocationsshownforermanentlateralrestraintfwebsshallhavebracinginstalledperBCIsections133, 87 orQr.' red Apply PI 910, plates to each face, o truss and position as shown above and on the Join Details, unless noted otherwise Refer to a division of ITW B ildin Components Group Inc. shall not be responsible for any deviation from this drawintau, failure to build theconformancewith, AS&I 1, or for handling, shipping, installation and bracing of trussesA eal on this dr wi orcover page hgisdrawin, indicates acceptance of roessiona engineerin responsibilit solely for the desi n shov". The sui bility r eofthisdrawingoranystructureis ?t e responsibility of the Pudding Desigiyer per ANSI1TP1 1 S%c.2. information see this Lob's general notes page and these wet) sites ALPINE wwwalpineitwcom TPI wwwhoinstord SBCA wwwsbctndustrvcom ICC —c-af ALPINE 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333522 VARIOUS 9A619A7,258SE/258MA/258TA RA01 Truss Label: -G2 Loading Criteria (psf) TCLL 20,00 TCDL: 17,00 BCLL: 0,00 BCDL10.00 Des Ld 47,00 NCBCLL: 10.00 Soffit 0,00 Load Duration: 1.25 Spacing: 24,0 " 574 57A TA" A 7A' A Wind Criteria Wind Sid ASCE 7-10 Speed: 150mph Enclosure: Closed Risk Category 11 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 If Loc. from endwall: not in 9.00 ft GCpi 0,18 Wind Duration: 1,60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2X4 SP #2 N Bot chord 2x4 SP #2 IN Webs 2x4 SP #3 Lumber value set "11313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Ply: I SEQN: 1592 / T16 ICOMN Cust. R R8975 JRef:1~89750066 Oty. 5 FROM RUG DrwNo 115 18 1231 30029 FV / DF 0412512018 10T, 1""12 5' 0* 12 5'0'12 Snow Criteria (Pg Pf in PSF) Pg NA Ct NA CAT N/ Pf NA Ce NA Lu NA Cs: NA Snow Duration NA Code / Misc Criteria Bldg Code FBC 6th ed 201 TPI Sid 2014 Rep Factors Used Yes FT/ RT 20(0)/10(0) Plate Type(s): WAVE 4X8 112 1'4" 57' 8 13' 11 12 Defl/ CSI Criteria PIP Deflection in Inc L/defl L/# VERT( LL) 0.049 H 999 360 VERT( TL) 0,188 H 999 240 HORZ( LL) 0,020 H - - HORZ( TL) 0 048 H Creep Factor: 2.0 Max TC CSI 0370 Max BC CSI 0670 Max Web CSI. 0.205 VIEW Ver 17 02 01A 1115 21 214" 57' 4 TWA 2 1'4" A Maximum Reactions (Ibs) Loc R / U /Rw /Rh /RL /W B 1123 /322 /774 /214 180 F 1123 /322 /774 /- /80 Wind reactions based on MWFRS B Min Brg Width Req = 1 6 F Min Brg Width Req = 1,6 Bearings 6 & F are a rigid surface Bearings B & F require a seat plate Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp Chords Tens. Comp B - C 602 -1765 D - E 603 -1W C - D 603 -1547 E - F 602 -1766 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords'' Tens_.Com1p B - 1 1506 -426 H - F 1506 -452 1- H 1020 -225 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp C - 1 217 -376 D-H 537 -207 1 - D 536 -207 H - E 217 -376 041, 25/2018 WARNING— READ AND FOLLOW ALL NOTES ON THIS -DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses 81 (Building Componenttemporaryb _n per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall e a prop erly ca e. Apply plater to each face of truss and position as shown above and on the itt., ._ h B7 or 1 oy as Ppl, Refer to drawings Alpine, a division of ITW Buildin Componpnts Group Inc shall not be responsible for any deviation from this drpwing,any failure to build the trussinconformancewithANSaPI1. or or handl'n sh pi nstallation and bracing qftrussesA eal on this drawing or cover paqe listingthisdrawingindicatesacceptanceofI 15'esslPonna?'eingineerii responsibility solely lor the design shoWn. The suitability anduseofthisrawingforanystructureisKeoresponsibilityoftheBuildingDesigrierperANSI/TPI 1 Sic.2. or more information see this job's general notes page and these web sites ALPINE www alomeow. com TPI www.toinst. oro SBCA — sbcindustry com-C.C. f 953- Wh,= 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: N333522 VARIOUS 9A6/9A7,258SE/258MA/258TA RAO 1 Truss Label: G3 12 cn B A 4X4f. Loading Criteria (psf) Wind Criteria Ply 1 Qty I 91 12'4" 91 as 6X8 5X5 C T2 D 9112 9111,12 TOLL: 20.00 Wind Sid, ASCE7-10 TCDLi IT00 Speed: 150 mph BCLL 000 Enclosure Closed BCDL: 10,00 Risk Category: 11 Des Ld 4T00 EXPi C Mean Height: 15.00 ft NCBCLL. 10,00 TCDL 4.2 psf Soffit: 0,00 BCDL: 5,0 psf Load Duration 1.25 MWFRS Parallel Dist, h/2 to h Spacing: 24.0 C&C Dist a: 3.00 ft Loc. from endwall not in 9.00 ft GCpi: 0.18 Wind Duration: 1,60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP 2400f-2.OE T2 2x4 SP #2 N Sot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "l 36" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. 2X4 =5X5 SCQN 1651 / TIS /HIPS Cust RR8975JRef 1Waf89750066 FROM RDG DrwNo 11518123130481 KM / WFIK 04/25/2018 2 IA" 91 2'10" 9'4"4 111112 2 1'4" Snow Criteria (P9 PI'm PSFI Defl/CSI Criteria A Maximum Reactions (Ibs) Pg NA Ct NA CAT NA PIP Deflection in loc L/defl L/# Loc R / U / Rw I Rh / RL / W Pf NA Ce NA VERT(LL) 0029 G 999 360 6 1123 /323 /773 /186 /80 Lu NA Cs NA VERT(TL) 0 110 G 999 240 E 1123 /323 /773 /- /8,0 Snow Duration NA HORZ(LL): 0,018 H - Wind reactions based on MWFRS HORZ(TL) 0.042 H B Min Brg Width Req = 1.6 Code I Misc Criteria Creep Factor 2 0 E Min Brg Width Req = 1 6 Bldg Code FBC 6th ed 2017 Max TC CS 0776 Bearings B & E are a rigid surface, TPI , Sid 2014 Max BCCS: 0.886 Bearings B & E require a seat plate Rep Factors Used, Yes Max Web CSI: 0.105 Members not listed have forces less than 375# FT/RT 20(0)110(0) Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s) Chords Tens.Comp, Chords Tens, Comp WAVE VIEW Vec 17.02 01A, 1115,21 B - C 569 -1547 D - E 568 -1542 C - D 603 -1263 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens,Comp, Chords Tens, Comp B-H 1257 -351 G - E 1253 -376 H-G 1261 -352 IN a, _X 7 "1 40 S T 0 COA ONAILL A k "W"M I 041/25/2018 WARNING-- READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uses require extreme care in fabricating, handling, shipping, Installing and bracing Refer to and follow the latest edition of BCSI (BuildingmponentSafetyInformation, b`VPI an SBCA) r safety practices prior to performing these functions, Installers shall provide temporary. icing per BCSI, Unless noted o herwise,top chord shall have property attached structural sheathingand bottom ghord shall have a properlyachrudceiliny,. Locations shown for ermanent lateral restraint of webs shall have bracinig insplIed per BC I sections B3, B7 or 910applicae. Apply III, ,py Oates to face o truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to' iwings 160A-Z for standard plate positions line, a division of ITW B ldln/$Pmponents Group Inc shall not be responsible for any deviation from this drawing,au failure to build thessinconformancewithAI11, or for handlinshipping, installation and bracing of trussesA seal on this dr wi g or cover pa e Jnothisdrawing, indicates acceptance of professionalengineering responsibility solely for the design shown. The suM bility JuseofthisrawingforanystructureistheresponsibilityoftheBuildingDesig%er per ANSUTPI I S-6c.2. more information see this job's general notes page and these wet) sites ALPINE www alpine;tw. coin TPI www. tDinst Ora SBCA www sircindustry com ICC wwwiccsaf 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: N333522 Ply 1 SEON 1594 / T69 ! HIPS Cust R R8975 JRef 1 Waf89750066 VARIOUS .9A6/9A7 ,258SE/258MA/258TA ,RA01 Oty 1 FROM PFH DrwNo 115.18.1231,30356 Truss Label: G4G KM / WHK 04/25i2018 7' 14A" 21'A" 7 7,4.. 7 6X6 6X6 C T2 D 4X8(B3) 4x4 6X6 <4X4 4X8(63) C 21'4" 4 6'10"4 39'12 T9"12 6'10'4 1 6'10"4 1018" 14'5* 12 21A" Loading Criteria (psf) Wind Criteria Snow Criteria (P9 Min PSF) i Defi/CSI Criteria Maximum Reactions (Ibs) TCLL: 20.00 Wind Sidi. ASCE 7-10 Pg: NA Ct NA CAT. NA PP Deflection in loc Udell L/# Loc R / U / Rw / Rh / RL / W TCDL: 17.00 Speed: 150 mph Pf NA Ce: NA VERT(LL) 0.094 H 999 360 B 2134 i 617 / 8.0 BCLL 0,00 Enclosure Closed Lu NA Cs NA VERT(TL): 0.365 H 999 240 E 2134 ! 617 / 8.0 BCDL: 10.00 Risk Category II Snow Duration NA HORZ(LL) 0.042 G - - Wind reactions based on MWFRS Des Ld 47 00 EXP C HORZ(TL) 0.101 G B Min Brg Width Req = 2.5 NCBCLL: Q.00 Mean Height 15.00 it TCDL 4 2 psf Code / Misc Criteria Creep Factor: 2.0 E Min Brig Width Req = 2 5 Soffit: 0.00 BCDL: 5.0 psf Bldg CadeFBC Gth ed 2017 Max TIC GSI: 0 643 Bearings B & E are a rigid surface Load Duration: 1 25 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0 685 Bearings B & E require a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used. No Max Web CSI: 0,265 Members not listed have forces less than 375# Loc. from endwalL NA FT/RT20(0)110(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi. 0.18 Plate Type(s) Chords Tens Comp Chords Tens. Comp Wind Duration 1 60 WAVE VIEW Ver 17,02 01A 1115,21 Lumber B - C 1127 - 3930 D - E 1127 - 3930 C - D 935 - 3524 Value Set. 13B (Effective 6/1/2013) Top chord 2x4 SP #1 :T2 2x6 SP SS: Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP #1 Chords Tens.Comp. Chords Tens. Comp Webs2x4SP #3 Lumber value set " 13B" uses design values B - 1 3427 -964 H - G 3398 - 961 approved 1 /30/2013 by ALSC I - H 3398 -961 G - E 3427 - 964 Loading Maximum Web Forces Per Ply (Ibs) 1 hip supports 7-0-0 jacks with no webs. Webs Tens.Comp. Webs Tens. Comp. Wind I - C 696 -74 D - G 696 -74 Wind loads and reactions based on MWFRS. 04/ 25/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingq shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI and SBGA} fbr safety practices prior to performing these functions. Installers shall provide temporary bracing per BGSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a properly attachrigqidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracin9g__insTalled per BGI sections B3, B7 or i310, .1 asappicableApplyplatestoeachfaceoftrussandpositionasshownaboveandontheJomrDetatls, unless noted otherwise. tefer to ALPINE drawings16QA-Z for standard plate positions. Alpine, a division of ITW Buildin ceomponents Group Inc shall not be responsible for any deviation from this drawin any failure to build the A111 v,n,,,n„., truss in conformance with ANS1101 1, or for hanc[IM shipping, installation and bracing of•trussesA seal on this dr wirtg or cover page, , 2400 Lake Orange Dr listingthisdrawing, indicates acceptance of ro esswna en feerin responsibiht solely for the design shovTn. The sui ability and use of this drawing for any structure is the responsibilit}of the Building Designer per ANSIITPI 1 Sec.2. Suite 150 For more information see this iob's oeneral notes Daae and these web sites: ALPINE. www almneltw com. TPI www minsf oro SBCA www sbcmdustry coin- ICC www iccsafe Dro Orlando FL, 32837 Job Number: N333522 VARIOUS .9A6/9A7,2 588F 1258MA/2581 A RAO I Truss Label: F(31 2 Complete Trusses Required ZY 15 5" 4'4"14 6'6"5 5; 2'0" 1 2'17 4X10 5X10 4X8 T 1 A B G D Ply 2 SEON 1595 / T70 /FLAT Gust RR8975JRef 1VVaf89750066 Qty I FROM. RUG DrwNo 115 18 1231 30215 KM / WHK 04/25/2018 20'10" 1 8'6"12 10'4"5 12114 14'5"14 1661 18,6"1 20'5"1 2-07 1'9"9 119,19 2-4"1 2-0"2 2- 111 6X12 8X8 4X10 4X12 6X6 E F G H I V U T S R` 4X6 4X8 8X1 3"15 Tl 1 "9 Q P B2 0 8X14(--) 4X6 2X4 12'6"9 6X6 5X10 T3 j K N M L 8X8 4X6 2'0" 7 2V7 1'11"15 1,11"15 2'3"9 2'2"9 111 " 1 2'0"2 2'0"8 2'3"8 2'0"7 4*0"14 60" 13 8'0"12 10'4"5 126"14 14'5"14 166"1 18'6"9 2010"1 Loading Criteria (psf) Wind Criteria Snow Criteria tP9 Pf,n PSF) I Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL 40,00 Wind Stall NA Pg, NA Ct NA CAT: NA PP Deflection in loc L/defl L/# hoc R / U /Rw /Rh IRL 1W TCDL 10,00 Speed, NA mph Pf NA Ce: NA VERT(Ll-): 0.178 0 844 360 V 2251 /45 / - /0 / - / 5 7 BCLL 000 Enclosure NA Lu: NA Cs, NA VERT(TL) 0,312 0 614 240 R 11451/, f - 1 1 1 - / 4 0 BCDL 500 Category NA Snow Duration NA HORZ(LL) 0013 G - - L 4469 1- /- /- 130 Des Ld. 55 00 EXP NA HORZITL). 0.018 G V Min Brg Width Req = 1 5 NCBCLLi 0,00 Mean Height NA ft TCDL: NA psf Code / Misc Criteria Creep Factor: 2,0 R Min Brg Width Re = - Soffit 2,00 BCDL NA psf Bldg Code. FBC (3th ed 2017 Max TC CSI 0773 L Min Brg Width Req = 1 9 Load Duration 1 00 MWFRS Parallel Dist NA TPI Sid 2014 Max BC CSI 0904 Bearings V, R, & L are a rigid surface Spacing: 24 0 C&C Dist a NA ft Rep Factors Used, Yes Max Web CSI: 0.608 Members not listed have forces less than 375# Loc, from endwall NA FT/RT,20(0)/10(0) Maximum Top Chord Forces Per Ply (lbs) I NA GCpi NA Plate Type(s): Chords Tens.Comp. Chords Tens Comp. Wind Duration NA WAVE VIEW Ver 17.02.01A.1115,21 Value Set: 13B (Effective 6/1/2013) Brg blocks:O. 1 28"x3" nails D - E 5495 0 1 - J 0 -4542 Top chord 2x6 SP SS T1 2x6 SP 2400f-2,OE brg x-loc #blocks length/bilk #nails/blk wall plate E - F 520 -22 J - K 0 -4550 T3 2x4 SP 2400f-2,OE, 2 8,124' 1 14" 18 Rigid Surface F - G 520 -22 Bot chord 2x6 SP SS B2 2x6 SP 2400f-2 OE Brg block to be same size and species as chord. Webs 2x4 SP #3 W6, W7, W8, W1 2, W20 2x4 SP #2 IN Refer to drawing CNNAILSP1 014 for more information W9 2x6 SP #2 N Maximum Bot Chord Forces Per Ply (lbs) W1 0, W1 9 2x4 SP 2400f-2,OE: Additional Notes Chords Tens Comp. Chords Tens. Comp, Lumber value set "l 38" uses design values Truss must be installed as shown with top chord up. U - T 760 -81 P - 0 5186 0 approved 1/30/2013 by ALSC S - R 66 -2221 0 - N 5186 0 Nailnote R-0 0 -8001 N-M 4542 0 Q-P 3041 0 Nail Schedule:O, 1 28"x3" nails Top Chord: 1 Row @ 2,75" o.c Bot Chord: I Row @12 00" o,c, Maximum Web Forces Per Ply (Ibs) Wei 1 Row @ 4" o,c Webs Tens Comp.. Webs Tens. Comp. Use equal spacing between rows and stagger nails in each row to avoid splitting. A-V 20 -716 F - 0 0 689 A - U 597 -74 Q - G 0 -3980 Plating Notes 00 V N 4' U - 6 B - T 49 -748 47 -621 G - P P- H 1010 0 0 All plates are 4X4 except as noted f 2069 C - S 0 -2282 H - N 72 -714 1 plate(s) require special positioning Refer to scaled details for A. 7.08 S - D 1161 0 1 - IN 0 -545 plate plot special positioning D-R 0 -3780 J - M 0 -1163 requirements. R- E 0 -3463 M-K 4890 0 Loading E-Q 3925 0 K- L 0 -2346 Girder supports. 30-0-0 span to TC one face and AST 0 2-0-0 span to TC/BC split opposite face A- Purlins The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing OA ONAIi. 04/25/2018 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 d 1), n& shipping, installing and bracing. Refer to and follow the latest edition of SCSI (BuildingComponentISIBMAsafetypracticespriortoperformingthesefunctions. Installers shall provide temporaryomponSafetyInformation, by TPI an bracingper BCSI Unless noted o herwise,top chord shall have properly attached structural sheathingand bottv chord shall have a pro erlyCattachObwedcedingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginstalledperCSIsectionsB3B7or910, as applicable Apply plates to each face of truss and position as shown above and on the oin Details, unless noted otherwise Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin ALRINE Ccrjrnponents Group Inc shall not be responsible for any deviation from this drawintau, failure to build the 11 - , 01.11 truss in conformance with ANSI PI 1, or for handlr4 shippinp, installation and bracing of trussesA seal on this dr wi g or cover pa e 2400 Lake Orange Drgiglistingthisdrawing, indicates acceptance of pro) essiona en sneering insibility solely for the design shown. The abilityanduseofthisrawingforanystructureistheresponsibilityofthebuildingDesigrierperANSIITPIISbc.2. Suite 150 or more information see this job's general notes page and these wet) sites ALPINE www. alpineitw com TPI www. Iginst org SECA www. sbandustry Corn ICC Www iccsare ora Orlando FL, 32837 Job Number: N333522 VARIOUS 9A6/9A7,258SE/258MA/258TA RAO 1 Truss Label: GIG Ply I SEQN, 1596 / T14 / HIPS Cust RR8975JRef lWaf89750066 Qly 1 FROM PFH DrwNo 115 18 1231 31261 KM / WHK 04125/2018 1'11 0"8 64" 91 T4 14'5"8 164" 1'1 0"8 4'5"8 T6"4 47'4 _1' 10"8 ZT4 4'3"12 ZT4 64" 164" 3'8" 4'312 2'0"4 10, 14'3"12 164" Loading Criteria (pso Wind Criteria Snow Criteria (Pg.Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL 2000 WindStcl ASCE7-10 Pg NA Ct NA CAT NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL W TCDL 1700 Speed 150 mph Pt NA Ce NA VERT(LL) 0.230 D 837 360 B 2095 986 1- 4 0 BCILL 000 Enclosure: Closed Lu. NA Cs, NA VERT(TL). 0.863 D 352 240 G 2106 862 /- 4 O BCDL 1000 Risk Category 11 Snow Duration NA HORZ(LL) 0 032 C - - Wind reactions based on MWFRS Des Ld. 4700 EXP C HORZ(TL), 0 076 C B Min Brg Width Req = 2.5 NCBCLL 10,00 Mean Height 20.91 ft TCDL 4.2 psf Code / Misc Criteria I Creep Factor. 2,0 G Min Brg Width Req = 2,5 Soffit: 0,00 BCDL 5 0 psf Bldg Code FBC 6th ed 2017 Max TC CSI 0.797 Bearings 6 & G are a rigid surface, Load Duration 1 25 MWFRS Parallel Dist 0 to h/2 TPI Std 2014 Max BC CSI 0,919 Members not listed have forces less than 375# Spacing. 24 0 C&C Dist a. 3 00 ft Rep Factors Used: Yes Max Web CSI: 0 365 Maximum Top Chord Forces Per Ply (Ibs) Loc from endwall: not in 144,00 ft FT/RT 20(0)/10(0) Chords Tens Comp Chords Tens, Comp GCpi 0 18 Plate Type(s) Wind Duration: 1.60 WAVE, HS VIEW Ver 17.02.01A.1115.21 B - C 1506 -3622 E - F 3224 -7916 Lumber C - D 3135 -7698 F - G 1593 -3893 D - E 3135 -7698 Value Set. 13B (Effective 6/l/2013) Top chord 2x4 SP #2 N T2 2x4 SP 2400f-2.OE Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x6 SP SS Webs 2x4 SP #3 :W2, W6 2x4 SP 2400f-2,OE, Chords Tens Comp. Chords Tens. Comp. Lumber value set "l 3B" uses design values B - K 3182 -1311 I-H 3467 -1411 approved 1130/2013 by ALSC K - J 3213 -1302 H - G 3423 -1399 J-1 8001 -3272 Special Loads Lumber Dur.Fac =1 25 / Plate Dur.Fac.=l 25) Maximum Web Forces Per Ply (Ibs) TC From 78 plf at - 1 00 to 78 pif at 16,33 Webs Tens.Comp, Webs Tens Comp. BC From 20 pit at 0.00 to 20 pit at 16,33 TC: 66 lb Conc. Load at 1 91,14A4 C - 1 4616 -1895 I-F 4588 -1870 TC 47 lb Conc Load at 3 94, 5,94, 7 94, 8,40 D - J 349 -380 1040,1240 SC: 51 lb Conc Load at 1 09 ar BC 37 lb Conc. Load at 1,91,1444 BC 148 lb Conc Load at 109 BC 33 lb Conc Load at 3,94, 5,94, 7.94. 8,40 a MY111k 10.40,12,40 SC 246 lb Conc. Load at 509 BC 347 lb Conc. Load at 7 06, 9 .06,11,06,13 06 S Wind Wind loads and reactions based on MWFRS. Additional Notes WIND LOAD CASE MODIFIED' S 4Q A 4 ONAk. 10401 04/25/2018 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING' IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS equire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingntSafetyInformation, by TPI an SBCA) or sa Ely practices prior to performing these functions. Installers shall provide temporary er SCSI. Unless noted otherwise,top chord shall have properl attached structural sheathingand bottom chord shall have pro erly Cradceiliny. Locations shown for lateral restraint f webs shall have bracin CSI sections B3, 7 or 9 10, a A p ins alled perplatestoeachfaceoftrussandpositionasshownaboveandontheJoinDetails, unless noted otherwise Refer to160A-ZPforysstandard plate positions. division of ITW Build I nh Components Group In%, shall not be responsible for any deviation from this drfkwin%,an ALRINE u failure to build theonformance, with ANSI PI 1, or for handling, s ipin, installation and bracing of I seal on this dr wi r cover pisdrawinindicatesacceptanceofprofessional0110 '10, ility 2400 Lake Orange Dr. e en responsibili solely for the desi n sho The suiabofthisgnawingforanystructureiseresponsibilityoftheBuildingDesig%er per ANSI/TPI 1 S%c.2, Suite 150 ormation see this job eneral notes itwcom_TPI wwwtpnnstjrgSBCA wwwsbondtistrLm [CC w~ccsafeorq Orlando FL, 32837 Job Number: N333522 VARIOUS ,9A619A7 ,258SE/258MA/258TA ,RA01 Truss Label: Di 4X4(B 1) Loading Criteria (psf) Wind Criteria TCLL 2000. Wind Std ASCE 7-10 TCDL 17.00 Speed: 150 mph BCLL 0,00 Enclosure: Closed BCDL. 1000 Risk Category: II Des Ld 47 00 EXP C Mean Height 22.40 ft NCBCLL 10.00 TCDL 42 psf Soffit 0.00 BCDL 5.0 psf Load Duration: 1 25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3 00 ft Loc, from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration 1 60 Lumber Value Set: 138 (Effective 6,11/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set"I 3B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design Ply 1 SEON 1597 i T48 / COMNCust RR8975 JRef iWaf89750066 Oty 3 FROM RUG DrwNo 115.18.1231,30216 KM / WHK 04/25/2018 T 10" 1 8" T 10" T 10" Snow Criteria (Pg,Pf in PSFt Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct NA CAT: NA t PP Deflection in loc L/defi L/# Lac R U l Rw / Rh / RL / W Pf NA Ce: NA VERT(LL). 0.010 E 999 360 B 849 ( 240 / 579 / - / 153 / 4.0 Lu NA Cs: NA VERT(TL): 0 041 E 999 240 D 765 1210 / 494 / - / - / - Snow Duration: NA HORZ(LL) 0,010 E - - Wind reactions based on MWFRS HORZ( TL) 0 020 E B Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor: 20 D Min Brg Width Req = - Bidg Code: FBC 6th.ed 201 Max TC CSI 0,878 Bearing B is a rigid surface. TPI Std: 2014 Max BC CSI 0 736 Rep Factors Used: Yes Max Web CSI 0 134 Members not listed have forces less than 375# FT/ RT:20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp, Chords Tens. Comp. PlateType(s) WAVE, HS VIEW Ver 17 02.01A.1115 21 B - C 448 - 1063 C - D 464 - 1061 Op", - 11 08 e e 11 4 y # e PST Q s e peeeewee a erect COA #` tf lktf# t4li 04/ 25/20 f 8 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Camp. B - E 838 - 294 E - D 838 -294 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlinq shipping, installing and bracing Refer to and fallow the latest edition of l3CSl (Building ComponentSafetyInformation, by TPI ant? SBCA) fbF safety praeklces prior to performing these functions Installers shall provide temporary bracingperBCSLUnlessngtedotherwise,top chord shall have properly attached structural sheathingg and bottom hord shall have a propperly attached rigid ceiling Locations shown far ermanent lateral restraint of webs shall have bracing installed per BGI sections 63, 67 or 610 asapplicableApplypplacestoeachfaceofptrussandpositionasshownaboveandontheJointDetails, unless noted otherwise. Refer to' drawings 1 GaA-Z for standard plate positions. Alpine, a division of ITW Buildi,,hgComponents Group Inc shall not be respponsible for any deviation from this drawin anv failure to build the trussinconformancewithANSIF[ 1 1, or for handling' shippin , installaticin and bracing of.trussesA seal on this dr wirtg or cover page , listingthisdrawinindicatesacceptanceofproTessionalengineeringresponsibilft solely for the desi n shown. The suit`abihty anduseofthisrawingforanystructureistheresponsibilityoftheBuildingDesignerperANSIITPI1S%c,2. or more information see this job's general notes page and these web sites: ALPINE: www_alpineitw_com, TPI: www. toinst_ore. SPCA: www.sbcindustry coin: ICC. www. iccsaf rig".= 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333522 Illy. 1 SEQN: 1598 / T47 /COMN Cust.RR8975JRef IWal`89750066 VARIOUS 9A6/9A7,258SE1258MA/258TA RAO 1 Oty 1 FROM RUG DrwNo 115 18,1231 31277 Truss Label: D2 KM / VVHK 04/25/2018 A 4X4(Bl) 12 6 Tl 0" T1 0" H0510 C E 2X4 15,811 15,81, 7* 10" I 4X4(BI) T1 0" T1 0" T1 0" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL 2000 Wind Std: ASCE 7-10 Pg: NA Ct NA CAT NA PP Deflection in loc L/defl L/# Loc R U /Rw /Rh /RL /W TCDL 17.00 Speed: 150 mph Pf NA Ce NA VERT(LL) 0011 E 999 360 B 849 361 /579 1153 / 4 0 BCLIL 000 Enclosure: Closed LLI: NA Cs, NA VERT(TL). 0.041 E 999 240 D 765 315 /494 / - /4,0 BCDL 10,00 Risk Category 11 Snow Duration. NA HORZ(LL) 0 010 E - - Wind reactions based on MWFRS Des Lot 4700 EXPC 0 020 E B Min Brig Width Reg = 1.5 NCBCLL 1000 Mean Height. 22,40 It Code CodeI Misc Criteria Creep Factor 20 D Min Brg Width Req = 1 5 Soffit 000 TCDL. 4.2 psf Bldg Code, FBC 6th.ed 2017 Max TC CSI 0878 Bearings B & D are a rigid surface. BCDL: 5.0 psf Load Duration 1 25 MWFRS Parallel Dist: 0 to h/2 TPI Stoli 2014 i Max BC CSI 0136 Members not listed have forces less than 375# Spacing 24.0 C&C Dist a: 3 00 ft Rep Factors Used: Yes Max Web CSI 0 134 Maximum Top Chord Forces Per Ply (lbs) Loc, from endwall, not in 9.00 ft FT/RT:20(0)/10(0) Chords Tens Camp Chords Tens. Comp. GCpi, 0 18 Plate Type(s) Wind Duration: 1.60 WAVE, HS VIEW Ver 17 02 01A 1115 21 B - C 448 -1063 C - D 464 -1061 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "'I 3B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp Chords Tens, Comp. B - E 838 -294 E - D 838 -294 VI I . 1 '414" J0, N c, R0 S F iT 0 CO 4 04/ 25/2018 WARNING-- READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatin8, handling shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building ComponentSafetyInformation, by TPI an SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCS1 Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom ghord shall have a progerly attachedceilingLocationsshownforermanentlateralrestraintofwebsshallhavebracinginstalledperBCIsectionsB3B7or10asapplicableApplyP, ytoeachfaceotrussand position as shown above and on the Join Details, unless noted otherwise. Refer to pOatesdrawings160A-Z for standard plate positions. ALPINE Alpine, a division of ITW 6 Id S ComponentsGroupInc. shall not be responsible for any deviation from this drawinuu, failure to build the trussinconformancewithAirlhPfoml,poir for h.ndlinj shippin?, installafiTln and bracing of trussesA seal on this dr wi g or cover.pa Paibility2400 Lake Orange Dr. listingthisdrawing, indicates acceptance of pro) essiona, engineering responsibility solely for the desi n shown. The , and use of this rawing for any structure is the responsibility of the Building Desigher per ANSIITPI I SK2. Suite 150 of more information see thislob's oenefat notes oacte and these web sites ALPINE www almnet1w. com TPI www toinst oro SECA www sbondusiry com ICC www ic.csafe onn Orlando FL, 32837 Job Number: N333522 VARIOUS 9A6/9A7.258SE1258M/V258TA RAO 1 Truss Label: D3G 1 Ply I Oty, 1 7' 8'8" 4X6 4X6 C D 12 6 Tl H G 2X4 2X4 Loading Criteria (psf) Wind Criteria TCLL 20,00 Wind Std. ASCE7-10 TCDL 1700 Speed,150 mph BCLL 000 Enclosure. Closed BCDL: 10,00 Risk Category 11 Des Ld 47,00 EXP:C Mean Height 22 19 It NCBCLL O 00 TCDL 4 2 psf Soffit 0,00 BCDL, 5,0 psf Load Duration 1 25 MWFRS Parallel Dist 0 to h/2 Spacing 24 0 C&C Dist a. 3.00 It Loc. from endwall: NA GCpii 0,18 Wind Duration 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Tl 2x4 SP #1: Bot chord 2x4 SP 2400f-2 OE Webs 2x4 SP #3 Lt Wedge 2x4 SP #3::Rt Wedge 2x4 SP #3: Lumber value set "l 36" uses design values approved 1/3012013 by ALSC Loading 1 hip supports 7-0-0 jacks with no webs. Wind Wind loads and reactions based on MWFRS, SEON 1599 1 T46 / HIPS Cuse RR8975 JRef: IVVaf89750066 FROM PUG # OrwNo 115 18 1231 30231 KM I VVHK 04/25/2018 15'8" 7' rrr F 7"1"12 14"8 71"12 7'1"12 8-64 158" Snow Criteria jP9 Pfol PSF) DefI/CS1 Criteria A Maximum Reactions (Ibs) Pq NA Ct NA CAT: NA: PP Deflection in too L/deft L/# Loc R / U /Rw /Rh /RL W Pf NA Ce NA VERT(LL) 0.049 G 999 360 B 1445 1616 14.0 Lu NA Cs NA VERT(TL) 0,189 G 999 240 E 1445 / 617 40 Snow Duration NA HORZ(LI-) 0.018 G - - Wind reactions based on MWIFIRS HORZ(TL) 0 045 G B Min Brq Width Req = 1.5 Code / Misc Criteria Creep Factor 2 0 E Min Brg Width Req = 1.5 Bldg Code FBC6th.ed2Ol7Max TCCSI: 0,887 Bearings B & E are a rigid surface. TPI Std. 2014 Max BC CSI 0392 Rep Factors Used No Max Web CSI: 0.252 Members not listed have forces less than 375# FT/ RT.20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens, Comp. PlateType(s): WAVE VIEW Ver: 17.02 O1X 1115 21 B - C 962 -2271 D - E 962 -2271 C - D 792 -1936 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp, Chords Tens. Comp B - H 1910 -785 G - E 1911 -785 H - G 1936 -792 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - H 660 -194 G-D 645 -186 H, '" elk x NX NJ - 4 o. 7.08 1 COA # 04/ 25/2018 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in handlin shi installing and Refer to and follow the latest edition of SI (Building ComponenttemporarybracinperBCSIUnlessnotedeapro9erlyattach67or10, as applical5le Appply lates to each face of truss and position as shown above and on the Joint Details, unless Hated otherwise. Refer to drawings 160A-Z fbr standard plate positions. Alpine, a division of ITW Bxfld noomponents Group Inc. shall not be responsible for any deviation from this drawing any failure to build LIM ItrussinconformancewithNI11, or for handlinq, shipping, installation and bracing of trussesA seal on this drawing or cove listingthisdrawing, indicates acceptance of pro) essiona engineering responsibilitysolely for the design shown. The ispulig'bility anduseothisrawingforanystructureisfheresponsibilityoftheguildingDesigrperANSIITPI1Sec.2. ror more information see this job's rieneral notes oaae and these web sites ALPINE www aemettw. com TPt www wi-t ore SB(-,A www sh,nd-l- 9;-3wb,= 111,, " 1 111 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: N333522 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RAO1 Truss Label: L 1 Loading Criteria (psf) TCLL 20.00 TCDL 1700 BCLL 0,00 BCDL 1000 Des Ld 4700 NCBCLL 10,00 Soffit: 0,00 Load Duration: 1.25 Spacing 24 0 " 12 4 B A 2X4(A1) Wind Criteria Wind Std: ASCE 7-10 Speed. 150 mph Enclosure: Closed Risk Category II EXP:C Mean Height: 15.00 ft TCDL: 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 GCpr 0,18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 32 2x4 SP #2 N: Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set 1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design - Right end vertical not exposed to wind pressure. Ply 1 SEQN- 1649 / T26 f HIPM Cust R R8975 JRef 1 Waf89750066 Qty 1 FROM RDG DrwNo 115 18,1231 30277 KM / WHK 04/25/2018 9' 14'0"8 15' C 8 T2 4X4D 4Av 3X6 15, 9' 3"8 4' 10" 12 15' Snow Criteria (Pd.Pr n PSF) Defi/CSI Criteria Maximum Reactions (Ibs) Pg NA Ct NA CAT NA, PP Deflection in loc L/defl L/# Loc R / U / Rw ! Rh / RL 1 W PfNA Ce: NA VERT(LL) 0 055 G 999 360 , B 772 / 221 / 568 i - / 127 8.0 Lu NA Cs NA VERT(TL) 0205 G 999 240 E 740 / 213 / 451 ! - / - 8.0 Snow Duration: NA HORZ(LL)- 0-022 G - Wind reactions based on MWFRS HORZ( TL) 0.051 G B Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor: 2.0 E Min Big Width Reg = 1_5 Bldg Code FBC 6th ed 2017 Max TC CSI 0 937 Bearings B & F are a rigid surface. TPI Std 2014 Max BC CSI: 0 899 Bearings B & F require a seat plate. Rep Factors Used: Yes Max Web CSI 0 393 Members not listed have forces less than 375# FT/ RT.20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE VIEW Ver 17 02 01A 1115,21 B - C 390 •1053 C - D 416 - 886 e j "r s e A C3, 0 1 A A S T 0 i 1 p Y ' MM T R R P g C- OA # 4,/ONA 04/ 25/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B - G 917 -438 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp, Webs Tens Comp G - D 1031 - 482 D - F 337 - 662 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingq shipping, installing. and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI and SBCA) fbr sa ety practices prior to performing these functions. Installers shall provide temporary bracing er BCSI., Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom hord shall have a properly attachcJriggidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginsailedperBCIsectionsB3, 87 or B10 asapphcatsleAppypOatestoeachfaceoftrussandpositionasshownaboveandontheJoinDetails, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions - Alpine, a division of 17 Buildin omponents Group Inc shad not be responsible far any deviation from this drawin anv failure to build the truss in conformance with AN I 11, or for handling: shipping, installation and bracng of,trussesA seal on this drwirig or cover page , listing this drawin indicates acceptance of proTesstanaf engineering responsibility solely for the desi n shown. The suitability anduseofthisyawingforanystructureisaresponsibilityoftheBuildingDesigrierperANSIITPIfSc.2. P,. e%-3r= AN' T4YCbM NJY 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: N333522 VARIOUS 9A6/9A7,258SE/258MA/258 T A RAO I Truss Label: L2G 12 4 B A 3X6(Al) 1 Loading Criteria Orish Wind Criteria TCLL: 20,00 Wind Std ASCE7-10 TCDL: 17,00 Speed: 150 mph BCLL 0.00 Enclosure Closed BCDL: 10,00 Risk Category 11 Des Ld: 47 00 EXP, CMeanHeight15.00 If NCBCLL: 0.00 TCDL 4.2 psf Soffit] 0.00 BCDL 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist 0 to h/2 Spacing: 24 0 C&C Dist a: 3,00 it Loc. from endwall: NA GCpi, 0 18 Wind Duration, 1 60 Lumber Value Set: 13B (Effective 611/2013) Top chord 2x4 SP #1 32 2x4 SP #2 N, Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "l 313" uses design values approved 1/30/2013 by ALSC Loading 1 hip supports 7-0-0 jacks with no webs. Left side jacks have 7-0-0 setback with 0-0-0 cant and 1-0-0 overhang. End jacks have 7-0-0 setback with 0-0-0 cant and 1-0-0 overhang. Right side jacks have 0-0-0 setback with 0-0-0 cant and 0-0-0 overhang. Ply 1 SEQN 1601 / T75 I HIPM Cust RR8975 JRef 1Waf89750066 Oly 1 FROM RUG Dj-wNo 115 18 1231,30061 KM / WHK 04/2512018 10,81, 14' 15, 3'8" 3A" 1,_. 4X10 2X4 4X8 C D T2 E OA14 OA IV 3X6 15' Tl "12 3'6"4 3'6"4 T1 "l 2 10,81, 1424 912 15' Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (lbs) Pg NA Ct NA CAT: NAI PP Deflection in loc Udell L/# RLocR /IJ w Rh /L i / R-- / W Pf NA Ce: NA VERT(LL)i 0.060 1 999 360 1 B 1283 / 394 /8,0 Lu. NA Cs NA VERT(Tt-) 0 225 1 999 240 F 1614 / 472 / 8 0 Snow Duration NA HORZ(LL) 0 016 G - - Wind reactions based on MWFRS HORZ(TQ 0 038 G B Min Brg Width Req = 1.5 Code I Misc Criteria Creep Factor 2.0 F Min Brg Width Req = 1.9 Bldg Code FBC 6th ed 2017 Max TC CSI 0730 Bearings B & G are a rigid surface. TPI Std 2014 Max BC CSI 0,642 Bearings 8 & G require a seat plate, Rep Factors Used. No Max Web CSI: 0.855 FT/RT:20(0)/10(0) Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Plate Type(s) Chords Tens Comp Chords Tens. Comp WAVE VIEWVeri 17,02,01A,1115,21 B-C 828 -2782 D - E 557 -1901 C - D 557 -1901 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp, Chords Tens. Comp B -1 2572 -750 1- H 2619 -757 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. Webs Tens, Comp C - 1 775 -111 H - E 2245 -657 C - H 238 -855 E-G 483 _ 1472 D-H 326 -637 Wind Wind loads and reactions based on MWFRS, N% Right end vertical not exposed to wind pressure. CO) 0- C), 4 Q IN NOat lik" O"I 04/ 25/2018 WARNING** READ AND FOLLOWALLNOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin, shipping, installing and bracing, Refer to and follow the latest edition of BCSI (Building 0 EComponentfetyInformation, by TPI an SBCA) or safety practices prior to performing these functions. Installers shall provide temporary per S! bracing . 3SI, Unless rioted otherwise,top chord shall have properly attached structural sheathin and bottom ghord shall have a pro erly attached ceiliny, Locations shown for ermanent lateral restraint of webs shall have bracinp inslalled per BC I sections 83 B7 or 910 as applicableAppyOatestoeachfaceopirussandpositionasshownaboveandontheJoinDetails, unless rioted otherwise. Refer to drawings 160A- Z for standard plate positions — Alpine, a division of ITW Buildi omponents Group Inc. shall not be responsible for any deviation from this drawin ALPINE truss in conformance with AMIU 1, or for handlinj shippin?, installation and bracing of trussesA seal on this dr wi I or cover pape listing thisdrawing, indicates acceptance of pro essiona, 7,ngineering responsibility solely for the desi n shovi7n. The sui ability 2400 Lake Orange Dr and use of this rawing for any structure is The responsibi ity of the wilding Designer per ANSIfTP1 I S%c.2, Suite 150 or more information see this job's general notes page and these web sites ALPINE www alptneitw com TPI www Ininst Ora SBCA www. sbondUstrV C.Orn I('(', www —safe am Orlando FL, 32837 Job Number: N333522 Ply: 1 SEQN: 1602 / T23 / HIPM Cust R R8975 JRef 1 Waf89750066 VARIOUS ,9A6/9A7 ,258SE,1258MA/258TA ,RAO1 Qty 1 FROM: RDG DrwNo 115 18 1231 30667 Truss Label: H1G KM / WIIK 04/25/2018 Loading Criteria (psf) TCLL: 2000 TCDL 17,00 BCLL: 000 BCDL: 10,00 Des Ld: 47.00 NCBCLL.000 Soffit: 0.00 Load Duration: 1 25 Spacing: 24.0 " A C' T5"i1 Wind Criteria Wind Std: ASCE 7-10 Speed 150 mph Enclosure Closed Risk Category: II EXP C Mean Height 15.00 ft TCDL 4.2 psf BCDL: 5 0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a 3,00 ft Loc. from endwall: NA GCpi 0 18 Wind Duration 1 60 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #1 32 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 1 hip supports 7-0-0 jacks with no webs Left side jacks have 7-0-0 setback with 0-0-0 cant and 1-0-0 overhang. End jacks have 7-0-0 setback with 0-0-0 cant and 1-0-0 overhang Right side jacks have 0-0-0 setback with 0-0-0 cant and 0-0-0 overhang. Wind Wind loads and reactions based on MWFRS Right end vertical not exposed to wind pressure. 7'i"12 7't"12 Snow Criteria (Pg,Pf in PSF) Pg:NA CtNA CAT:N/ Pf: NA Ce: NA Lu NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code. FBC 6th ed 201 TPI Std: 2014 Rep Factors Used: No FT/RT:20(0)/10(0) Plate Type(s): WAVE 10'10" 7 3' 10"7.. 4X6 ,:.............2X4 C T2 D 3'4' 13 3'8"11 10'10"7 Defi/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL) 0 020 F 999 360 VERT(TL) 0 076 F 999 240 HORZ(LL): 0.012 F - HORZ(TL) 0 030 F Creep Factor: 2.0 Max TC CSI: 0 805 Max BC CSI: 0,681 Max Web CSI: 0,181 VIEW Ver, 17.02,01A.1115.21 04/25/2018 Maximum Reactions (Ibs) Loc R / U / Rw / Rh ! RL / W B 572 / 198 / - / 8.0 F 995 / 224 / 11.3 E 611 /207 /57 Wind reactions based on MWFRS B Min Erg Width Req = 1.5 F Min Brg Width Req = 1.5 E Min Big Width Req = 1.5 Bearings B, F, & E are a rigid surface Bearings B & F require a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. B - C 179 - 449 WARNING`* READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shi p ng, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, byY TPI and SBCA)} satPety practices pnor to performing these functions. Installers shall provide temporarybracingperBGSI. Unless noted otherwise,tap chord shall have properly attached structural sheathing and bottom hord shall have a propperlyattachedriggidceiljnLocationsshownforermanentlateralrestraintofwebsshallhavbracingginstalledperBGIsections83, BT ar G10. as applicable. App y plates to each face otptruss and position as shown above and on t 1e Joint Details, unless noted otherwise. f2efer to drawings 160AZ for standard plate positions. Alpine, a division of ITW B(1aflid lnccGompon nts Group In shall not be responsible for any deviation frorn this drpwing,any failure to build the truss in conformance with ANFI/l"PI 1. or feor handlin s, ippin . installation and bracing of,trussesA seat on this drawingg or cover pa e listingthis drawing, indicates acceptance of pro essionaengineering responstbiht solely for the desi n shown. The sui bility andseofthisdrawingforanystructureisAreresponsibilit}I of the Building Desigrfer per ANSIITPI 1 S%c.2. or more information see this job's general notes page and these web sites: ALPINE. www_aipineitw.corn, TPI www. tvinstare SBCA. www. sbcindustrv. coin ICC www icesaf 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: N333522 VARIOUS 9A6/9A7 258SE/258MA/258TA RAO 1 Truss Label: V3 12 6 4X4 B Ply 1 SEQN 1603 T53 I VAL Gust RR8975JRef 1VVaf89750066 Qty 1 FROM PFH DrwNo 115 18 1231 30762 KM / VVHK 04/25/2018 6' 101 "8 12' 4' 1 "8 4' 1 "8 11 0"8 4X4 2X4 D 4X4(D1) C H G F 2X4 2X4 2X4 krA 6' 6' 6' 12' Loading Criteria (Fist) Wind Criteria Snow Criteria (Pg Pf in PSF) DetI1CSI Criteria A Maximum Reactions (lbs), or *-PLF TCLL 2000 Wind Std. ASCE7-10 Pg: NA Ct NA CAT: NA; PP Deflection in loc L/defl L/# Loc R I U /Rw /Rh /RL /W TCDL 17 00 Speed 150 mph Pf NA Cei NA VERT(LL) 0.001 H 999 360 1* 98 /31 /54 /- 12 /144 BCLL 000 Enclosure, Closed Lu NA Cs, NA VERT(TL) 0.003 H 999 240: Wind reactions based on MWFRS BCDL 1000 Risk Category 11 Snow Duration NA HORZ(Ll-): -0.000 F - - I Min Brg Width Req Des Ld47,00 EXP C Mean Height: 22.39 ft HORZ( TL)! 0.001 F Bearing A is a rigid surface. NCBCLL 10,00 TCDL 4 2 psf Code / Misc Criteria Creep Factor: 2,0 Soffit: 0,00 BCDL 5 0 psf Bldg Code: FBC 6th.ed 2017 Max TC CSI: 0.337 Members not listed have forces less than 375# Load Duration, 1 25 MWFRS Parallel Dist: h to 2h TPI Std 2014 Max BC CSIi 0, 117 Maximum Web Forces Per Ply (Ibs) Spacing. 24 0 C&C Dist a 3.00ft Rep Factors Used: Yes Max Web CSI: 0,074 Webs Tens ,Comp. Loc from endwalL not in 9.00 ft FT/RT20(0)/10(0) C-G 248 -400 GCpi, 0,18 Plate Type(s): Wind Duration: 1.60 WAVE I VIEWVer: 117.02.01A.1115.21 1 Lumber Value Set. 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "I 3B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Valley truss connection to truss below shall be designed and furnished by others . 04/ 25/2018 WARNING-- READ AND FOLLOW ALL NOTES ON THis-bRAWING1 IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fa cat h di shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, b,YPI iin8'S1BCnA)nP& ' al epty practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted o herwise,top chord shall have properl attached structural sheathin and bottom ghord shall have a pro erly attachedidceilingLocationsLocationsshownforermanentlateralrestraintfwebsshallhavebracinginsialledperBCIsectionsB387or910as applica e .Apply pyOates to each face opiruss and position as shown above and on the oin Details, unless noted otherwise. Refer to' drawings160AZpforsandardplatepositions. Alpine, a division of ITW Building, onsible for any deviation from this drawini,=, failure to build the ALPIN'Off 00mponentsGroupln,. shall not be resT rtrussinconformancewithANSI11, or for handlm shipping. installati n and bracing qf trussesA seal on this dir wi g or cover page"` Lake Orange Dr listingthisdrawin , indicates acceptance of )essiona enqiriieerin responsibill solely for the deli n.Vown. The suiGibility anduseofthisgrawing )or any structure is Keoresponsibilit*1 of the guilding Designer per ANSIITPI 11112c . Suite 150 Per more information see this job's general notes page and these web sites ALPINE www alibineitw corn TPI www toinst ore SECA www sticiridusti-v com [CC. www —safe nrn Orlando FL, 32837 Job Number: N333522 Ply: 1 SEQN 1604 1 T44 / VAL VARIOUS 9A6/9A7 258SE/258MA/258TA RAO I Qty: I FROM PFH Truss Label: V2 Loading Criteria (psi} TCLL 2000 TCDL, 1700 BCLL 000 BCDL 1000 Des Ld, 47,00 NCBCLL: 10.00 Soffit 0,00 Load Duration 1 25 Spacing, 24 0 - 61 "8 81 1110,18 mm4'3" Wind Criteria WmdStd ASCE7-10 SpeecL150 mph Enclosure Closed Risk Category 11 EXP C Mean Height: 23,39 it TCDLi 4.2 psf BCDL 5.0 psf MWFRS Parallel Dist. h to 2h C&C Dist a 3.00 ft Loc. from endwall not in 9.00 it GCpi, 0 18 Wind Duration 1 60 Lumber Value Set: 136 (Effective 6/1/2013) Top chord 2x4 SP #2 IN Bot chord 2x4 SP #2 N Webs 2x4 SP #3 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 Valley truss connection to truss below shall be designed and furnished by others Snow Criteria (Pg Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf NA Ce: NA Lu NA Cs: NA Snow Duration NA Code / Misc Criteria Bldg Code: FBC 6th.ed 201 TPI Sid: 2014 Rep Factors Used Yes FT/RT:20(0)/10(0) Plate Type(s)i WAVE 91 8' 8' Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL) 0.001 F 999 360 VERT(TL). 0,003 F 999 240 HORZ(LL) -0 000 E - - HORZ(TL): 0,001 E Creep Factor 2,0 Max TC CS[ 0,463 Max BC CSI 0,117 Max Web CSI. 0,058 VIEWVer: 17,02,01A,1115.21 U. 08 co Cl 10. 0 AL Gust R R8975 JIRO 1VVaf89750066 DrwNo 11518123130168 KM / VVHK 04/25/2018 A Maximum Reactions (lbs), or *=PLF Loc R / U /Rw /Rh /RL /W G* 97 /26 /53 /- 12 1960 Wind reactions based on MWFRS G Min Brg Width Reg = - Bearing A is a rigid surface Members not listed have forces less than 375# 04/25/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uses require extrerne care in fabricating, handlino, shipping, installing and bracing. Refer to and follow the latest edition of SCSI (BuildingmponentSafetyInformation. by TPI an SBCA) or safety practices prior to performing these functions. Installers shall provide temporary icin per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom ghord shall have a properlyachradceiliny,, Locations shown for permanent lateral restraint of webs shall have bracinp insalled per BC I sections B3 67 or 910applicableApplyplatestoeachfaceoirussandpositionasshownaboveandontheJoinDetails, unless noted otherwise Refer to' iwings 16OA-Z for standard plate positions. fine, a division of ITW Ni Id iiI Components Group Inc. shall not be responsible for any deviation from this dr?wma,au, failure to build the5.s in conformance with) NSII PI 1, or for handlinj shipping, installatiTIn and bracing of trussesA Seal on this dr wi g or cover pa eingthisdrawing, indicates acceptance of messiona enqlneeninresponsibility solely or the design shown. The sui0bility IuseofthisrawingforanystructureisAreoreofthebuildingDesignerperANSIrrPIISbc.2. more information see this job's general notes page and these web sites- ALPINE w alrineibvcom TPI wwwtn,nStora SECA —sb-,d,,,t,v,..m ICC www iresaf M.3rF. 22 1X2400Lake Orange Dr. Suite 150 Orlando FL. 32837 Job Number: N333522 VARIOUS .9A6/9A7 ,258SF/258MA/258TA ,RA01 Truss Label: Vi Loading Criteria {psf) TCLL: 2000 TCDL: 17.00 BCLL 000 BCDL 10.00 Des Ld 47.00 NCBCLL 1000 Soffit 0.00 Load Duration 1 25 Spacing. 24.0 " Ply: 1 SEQN: 1605 ! T56 ! VAL Cust RR8975 JReC 1Waf89750066 Qty 1 FROM PFH DrwNo 115 18 123130731 KM ! WHK 04/25/2018 1' 10"8 4' 1'1 0"8 21"8 12 12 6 5.62 4X4- 4X4(D1) f 4X4(D1), B , , v D Wind Criteria Wind Std: ASCE 7-10 Speed 150 mph Enclosure: Closed Risk Category 11 EXP C Mean Height 24.39 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3 00 It Loc, from endwalC 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 2x4 SP #2 N Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Valley truss connection to truss below shall be designed and furnished by others . Snow Criteria (Pg,Pf in PSF) Pg NA Ct: NA CAT: N/ Pf NA Ce: NA Lu NA Cs: NA Snow Duration NA Code / Misc Criteria Bldg Code: FBC 6th.ed 201 TPI Std. 2014 Rep Factors Used: Yes FT/RT20(0)/10(0) Plate Type(s): WAVE 4' 4- 4- Deft/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.005 999 360 VERT(TL): 0.017 999 240 HORZ(LL)- -0-002 HORZ(TL) 0.004 Creep Factor: 2.0 Max TC CSI 0,097 Max BC CSI 0 141 Max Web CSI 0.000 VIEW Vec 17A2.01A.1115.21 10', A H t®1YR9ARR :yl P i a t t R 4tq y t A{ J tit q'aq allia,EnlIRRR R- CO 0 AL Maximum Reactions (lbs), or *=PLF Loc R /U 1Rw /Rh /RL /W D' 97 /11 /50 /- /5 /48.0 Wind reactions based on MWFRS D Min Big Width Reg = - Bearing A is a rigid surface Members not listed have forces less than 375# 04/25/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlin shipping, installing. and bracing. Refer to and follow the latest edition of SCSI (BuildingtSafetyInformation, by TPI and SBCA) far safety practices prior to performing these functions Installers shall provide temporary. BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathingg and bottom chord shall havr a propperly aid cellin9 Locations shown for permanent lateral restraint of webs shall have bracingq inslailed per BCSI s ctions 63, B7 or 610eApplyplatestoeachfaceoftrussandpositionasshownaboveandontheJomFDetails, unless note otherwise. f7efer to 60A-Z for standard plate positions. Alpine, a division of ITW B ildinl Components truss in conformance with NSI/ t PI 1, or for t listing this drawing,indicates acceptanceanduseofthisawingforanystructure from this drawing an failure to build the seat on this drawing or cover pagge for the design shown. The suiipabnity, see this Job's general notes page and these web sites: ALPINE: www_alpineitw. com, TPI www. thinstLora: SBCA: www. AN 'W COMPANY 2400 Lake Orange Or Suite150 Orlando FL, 32837 Job Number: N333522 VARIOUS 9A6/9A7,258SE/258MA/258TA RAO I Truss Label: MGI Loading Criteria (psf) TCLL, 20,00 TCDL 1700 BCLL 000 BCDL 1000 Des Ld: 4T00 NCBCLL 1000 Soffit 0,00 Load Duration 1,25 Spacing: 24.0 " 4 Wind Criteria Wind Std ASCE 7-10 Speed 150 mph Enclosure. Closed Risk Category: 11 EXP: C Mean Height 22.44 ft TCDL 4 2 psf BCDL 5 0 psf MWFRS Parallel Dist 0 to h/2 C&C Dist a: 3.00 It Loc from endwall not in 144.00 GCpi: 0,18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/11/2013) Top chord 2x4 SP #1 Bot chord 2x6 SP SS Webs 2x4 SP #3 Lumber value set "l 3B" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Dur,Fac,=l 25 / Plate Dur.Fac,=1.25) TC From 78 plf at 0 00 to 78 pf at 7,00 BIG From 10pIfat 0.00to 10plfat 7,00 BC: 765lbConc. Load at 140,3,40,5,40 Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure 4' 10" 4* 10" Snow Criteria (Pg Phn PSF) Pg: NA Ct, NA CAT: N/ Pf NA Ce NA Lu, NA Cs NA Snow Duration NA Code / Misc Criteria Bldg Code: FBC 611h,ed 201 TPI Stdi 2014 Rep Factors Used: Yes FT/ RT20(0)/l0(0) Plate Type(s): WAVE Ply 1 SEQN 1606 / T41 / MONO§ Cost R R8975 JRef I VVaf89750066 Oty 1 FROM RDG DfwNo 115 18 1231 30560 KM / VVHK 04/2512018 I 4X8 B 27" T DefI/ CS1 Criteria PP Deflection in loc L/defl L/# VERT( LL): 0012 D 999 360 VERT( TL) 0 044 D 999 240 HORZ( LL) -0 009 D - - HORZ( TL) 0.021 D Creep Factor 2 0 Max TC CSI 0773 Max BC CSI 0 586 Max Web CSI, 0,783 VIEW Ver 17.02.01A 1115 21 A Maximum Reactions (lbs) Loc R / U / Rw i Rh / RL / W A 1521 /499 /- / - / - /40 C 1389 / 460 1- /- /- / - Wind reactions based on MWFRS A Min Brq Width Req = 1.8 C Min Brg Width Req = - Bearing A is a rigid surface Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp A - 8 433 -1319 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp A - D 1070 -312 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp Webs Tens, Comp. D - B 2057 -589 B-C 503 -1470 04/ 25/2018 WARNING— - READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT'- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fa cati h dl In ig, installing and bracing. Refer to and follow the latest edition of BCSI (Building tn 0 S1B?rA)nP 11 practices prior to performing these functions. Installers shall provide temporary SafetyInformation, b,YPI an & lalkpty BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathin and bottom chord shall have a pro erly lled ceilin,?,. Locations shown forptermanent lateral restraint of webs shall have bracinp installed per BCSI sections B3 B7 or 910 Applyplatestoeachface, o " ss and position as shown above and on the Join Details, unless noted otherwise. Refer to' Alpine, a division of ITW Building,omponents Group Inc. shall not be responsible for any deviation from this drawing failure to build the trussinconformancewithANSII1, or for handling, shippin?, installatiIn an(!ibracing of trussesA seal on this dr wit g or cover pa e listing this drawing, indicates acceptance bup of essionaengineeringresponsibilitysolelyforthedesignshown. The bility and useofthisrawingforanystructureisPhr.oresponsibility ofthe Building Designer per ANSI/TPl 1 Sec.2. For more information see this job's general notes page and these web sites: Al -PINE wwwalrisneawcom TPI wwwtoinstoro SBCA www slacindustry coin ICC --saf ALPINE 2400 Lake Orange Or, Suite 150 Orlando FL. 32837 Job Number: N333522 Ply I SEON 1607 / T12 /VAL Cust RR8975JRef IVVaf89750066 VARIOUS 9A619A7.258SE1258MA/258TA,RA0 I Qty 2 FROM PFH DrwNo: 115.18 1231 31230 Truss Label: MV2 KM / WHK 04/25/2018 T6" 12 4' T6" 12 54 4' T61 2 3'6"12 4' Loading Criteria (psf) Wind Criteria Snow Criteria (P9 Pf,n ESE) I Defl/CSI Criteria TCLL 20,00 Wind Sid: ASCE7-10 Pg NA Ct NA CAT NA PP Deflection in loc L/defI L/# TCDL 1700 Speed: 150 mph Pf NA Ce: NA VERT(L) NA BCLL 000 Enclosure Closed Lu NA Cs NA VERT(TL) NA BCDL 1000 Risk Category 11 Snow Duration NA HORZ(LL) 0004 E Des Ld 47,00 EXP. C HORZ(TL) 0 009 E NCBCLL 10,00 Mean Height: 22.56 ft TCDL: 4 2 psf Code / Misc Criteria Creep Factor 2 0 Soffit 000 BCDL 5.0 psf Bldg Code: FBC 6th,ed 2017 Max TC CSL 0,198 Load Duration 1,25 MWFRS Parallel Dist 0 to h/2 TPI Sidi 2014 Max BC CSI 0 164 Spacing 24,0 " C&C Dist a: 3.00 ft Rep Factors Used Yes Max Web GS1 0,083 Loc. from endwall: not in 9.00 ft FT/RTi20(0)/10(0) GCpi: 0,18 Plate Type(s) Wind Duration 1.60 WAVE VIEW Ver 17 02 01A 1115 21 Lumber Value Set 13B (Effective 6/112013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 IN Webs 2x4 SP #3 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 Valley truss connection to truss below shall be designed and furnished by others A Maximum Reactions (Ibs), or *=PLF Loc R / U /Rw /Rh /RL /W F' 97 /33 /67 /- /21 1480 Wind reactions based on MWFRS F Min Brig Width Reg = - Bearing A is a rigid surface Members not listed have forces less than 375# 04/2512018 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, handl hippin8. installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, bylYI nI E PI anAP., ractices prior to performing these functions, Installers shall provide temporary bracinggr BCSI. Unless noted otherwise, top Chord snail have properly attached structural sheathingand bottom ghord shall have a properly attach AdceiIjn,?,. Locations shown for permanent lateral restraint f webs shall have bracing installed per BC I sections 63 B7 or 10 as applica e. Apply Oates to each face o truss and position as shown above and on the Join Details, unless noted otherwise Refer to drawings 160A- Z for standard plate positions. Alpine, a division of ITW Build n,$omponents Group 1%,shpill not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSI 1 1, or for han linj s, Ippin installatil n and bracing of trussesA seal on this drating or cover page, listing thisdrawin , indicates acceptance of essiona?'engineerin responsibili solely for the design shown. The sui ability and useofthisgrativingforanystructureisKeoresponsibilityoftheengineeringDesigt&r per ANSIrTPI I Sec.2. of snare information see this iab's cieneral notes nAae and these web sites ALPINE www alhineit. .n. TPI — to—t — I.;R('.A — h,-d,i1tn, ,,,at MIC"WA., 2400 Lake Orange Di. Suite 150 Orlando FL, 32837 Job Number: N333522 VARIOUS 9A6/9A7,258SE1258MA/258TA RAO 1 Truss Label: MV1 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: 11 EXP C Des Ld 4700 Mean Height. 23,06 it NCBCLL 10,00 TCDL: 4.2 psf Soffit 0,00 BCDL 5.0 psf Load Duration 1 25 MWFRS Parallel Dist h/2 to h Spacing. 24,0 C&C Dist a, 3 00 it Loc. from endwall: not in 9.00 ft GCpi 0,18 Wind Duration: 1.60 Lumber Value Set 13B (Effective 6/l/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 IN Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Valley truss connection to truss below shall be designed and furnished by others . SEON 1608 / T11 /VAL FROM PFH Snow Criteria (P9 Pf in PSF) Defl/CSI Criteria P9 NA Ct NA CAT NA PP Deflection in loc; L/defl L/# Pf NA Ce: NA VERT(I-L) 0 007 B 999 360 Lu NA Cs, NA VERT(TL) 0 027 B 999 240 Snow Duration NA HORZ(LL) 0 003 B - - HORZ(TL) 0 007 B Code t Misc Criteria Creep Factor. 2.0 Bldg Code: FBC 6th.ed 2011 Max TC CSI 0057 TPI Std 2014 Max BC CSI 0 132 Rep Factors Used Yes Max Web CSI 0 000 FT/RTi20(0)/10(0) Plate Type(s) WAVE VIEW Ver 17 02 01A 1115,21 Cust RR8975JRef lWaf89750066 DrwNo 1 1518 1231 30763 KM / VVHK 04/2512018 A Maximum Reactions (lbs), or *=PLF Loc R / U /Rw /Rh /RL 1W D* 97 /16 /60 /- 112 124,0 Wind reactions based on MWFRS D Min Erg Width Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# 04/ 25/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING' IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS i require extreme care in fabricating,handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building nentSafetyInformation, b TPI ants or safety practices prior to performing these functions. Installers shall provide temporary. BCS Unless noted o herwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly delinLocationsshownfor95heApply 'y, P, ermanent lateral restraint of webs shall have bracing ins alled per 13CSI sections B3, B7 or 10 pyplatestoeachfaceotrussandpositionasshownaboveandontheJoinDetails, unless noted otherwise. Refer to Is 16OA-Z for standard plate positions. a division of ITW Build )+ Components Group Inc. shall not be respons le for any deviation from this drawintan 19u failure to build the conformancewithANSIPI1, or for handlinj shippin?, installation an bracing f trussesA seal on this dr wi or cover pa e this drawin indicates acceptance of pro) essiona engineering responsibility solely for the design shown. The suipability eofthisgrawingforanystructureisfloeresponsibilityoftheOuildingDesigiferperANSIITPI1Sec.2. information see this iob's qenerat notes Dane and these web sites ALPINE www afnineitw. com TPI www 1—st — 'RCA— — lb—d-t- cam ICC ---f ALPINE AN ,' OMPANY 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333522 VARIOUS ,9AMA7 ,258SE/258MA1258TA .RA01 Truss Label: EJ7 4r_. 3 r 7' 7' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSI=) TCLL: 2000 Wind Sid ASCE 7.10 Fig NA Ct. NA CAT: N/ TCDL: 17-00 Speed. 150 mph Pf_ NA Ce: NA BCLL: 0.00 EnclosureClosed Lu NA Cs NA BCDL- 10,00 Risk Category: II Snow Duration: NA Des Ld 47,00 EXP C NCBCLL 10 00 Mean Height: 15.00 ft Code / Misc Criteria 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 In TPt Std: 2014 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used. Yes Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) GCpi: 0,18 Plate Type(s): Wind Duration: 1.60 WAVE Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "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. Ply i SEQN 1609 / T22 ! EJAC Cust: RR8975 JRef 1Waf89750066 Qty: 7 FROM: RDG DrwNo: 115 18 1231 30840 KM / WHK 04/25/2018 C 1 _ f M Cl) i C. Defl/ CSI Criteria Maximum Reactions (Ibs) PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL W VERT( LL) NA B 436 / 94 / 349 1 - 1152 180 VERT( TL) NA D 136 / 13 / 106 ! - 1.5 HORZ( LL) 0 017 D C 237 / 113 1153 / - 1.5 HORZ( TL) 0 040 D Wind reactions based on MWFRS Creep Factor 2 0 B Min Brg Width Req = 1,5 Max TC CSI: 0.956 D Min Brg Width Req = - Max BC CSI: 0 602 C Min Brg Width Req = Max Web CSI 0.000 Bearing B is a rigid surface. Bearing B requires a seat plate. VIEW Ver 17 02.01A.1115.21 a 708 1 gg S T 0 ti« pgx4 fx r'*lfkwerM 8*b. bC Sil sCly\4' 44eR. 04/ 25/2018 Members not listed have forces less than 375# WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing- Refer to and follow the latest edition of BCSI (Building ComponentSfetyInformation. byy PI and SECA) handlingsafety practices prior to performing these functions Installers shall provide temporary braciner38SI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attach d ri ggid ceiling Locations shown for permanent lateral restraint of webs shall bay bracing installed p r BCSI secoons B3, 67 or B10 asappicat3leApplyplatestoeachfaceoftrussandpositionasshownaboveandontteJointDetails, un ess noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW B tildingg CComponents Group Inc shall not be responsible for any deviation from this drawing any failure to build the truss to conformance with ANSI Pl 1, or for handlin shippin . installation and bracing of,trussesA seal on this drawing or over pa e , listingthisdrawinggindicatesacceptanceofpnoessiona engineering responsibility solely for the desi n shovJn. of he suit9abrhty anduseofthisdrawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 S%c.2. or more information see this job's general notes page and these web sites. ALPINE. www.a4nineaw eom TPI: www.toinstora SBCA www sbelnd-n eom ACC www rr_enf F U. = 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 Job Number: N333522 Ply 1 SEQN: 1610 1 129 / EJAC Cost: R R8975 JRef 1 Waf89750066 VARIOUS ,9A6/9A7 ,258SE/258MAl258TA ,RAO1 Qty 4 FROM ROG DrwNo 115 18.1231 30342 Truss Label: EJ74 KM ! WHK 04l25/2018 3'15 Loading Criteria (psf) TCLL 20,00 TCDL 17.00 BCLL 0.00 BCDL 10,00 Des Ld 47 00 NCBCLL: 10,00 Soffit: 0,00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed 150 mph Enclosure Closed Risk Category: 11 EXP:C Mean Height: 15 00 ft TCDL 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&G Dist a: 3.00 lit Loc. from endwall. Any GCpi: 0,18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/l/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "I 3B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (3) 0.131"0.0", min. toe -nails at top chord. Provide (2) 0.131"0.0", min. toe -nails at bottom chord. 12 4 Snow Criteria (PgPf in PSF) Fig NA Ct NA CAT N/ Pf. NA Ce NA Lu NA Cs NA Snow Duration. NA Code / Misc Criteria Bldg Code FBC 6th ed 201 TPI Sid 2014 Rep Factors Used: Yes FT/RT:20 (0)/ 10 (0 ) Plate Type(s): WAVE C N N D 7' 7" Defl/CSI Criteria PP Deflection in loc L/defl L1# VERT(LL): NA VERT(TL): NA HORZ(LL): 0.017 D HORZ(TL). 0.041 D Creep Factor: 2.0 Max TC CSI 0.898 Max BC CSI 0,590 Max Web CSI: 0.000 VIEW Ver 17A2.01A 1115.21 4 y k k M4 ONO, COA #0 < $v __-- —.0,1 % 0412S/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh 1RL /W B 426 /115 /329 /- /101 /8.0 D 134 112 /103 1- /1.5 C 228 / 97 / 132 /, / 1-5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BGSI (Build ngComponentSafetyInformation, by TPI and SBCA) f F safety practices prior to performing these funcbans Installers shall provide temporarybracingperSCSI. Unless noted otherwlse,tap chord shall have properly attached structural sheathing and bottom chord shall have a properlyattachedngtdcerlin9LocationsshownforermanentlateralrestraintofwebsshallhavebracinginstalledperBGSIsections63, 67 or t310, as applicable Apply plates to each face ofptruss and position as shown above and on fhe Joint Details, unless noted otherwise. f2efer todrawings160A-Z for standard plate positions. Alpine, a division of ITW Build omponents Group Inc. shall not be responsible for any deviation from this drawin any failure to build thetrusstoconformancewithAN51111, or for handlinj shipping, installation and bracing of,trussesA eal on this drUing or cover page. . listingthisdrawing, indicates acceptance f pprofessfonar engineerin responsibility solely ?,or the de si n shown. The suiFabflfty anduseofthisawingforanystructuresfheresponsibilityoftheBuildingDesignerperANSI/TPI 1 AM 2. or more information see this job's general notes page and these web sites. ALPINE. www.alpineaw_eorn TPI: www.toinst ora: SBCA. www.sbcindustry com ICC www --f 9— — " w= 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333522 ply: 1 SEQN 1647 1 T40 EJAC Cust R8975 JRet 1 Wef89750066 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RAO1 Qty 10 FROM RDG DrwNo 115 18.1231.30402 Truss Label: EJ7A FV I WHK 04125/2018 I A t Loading Criteria ( psf) k Wind Criteria Snow Criteria (Pg,Pf in PSF) TCLL 20.00 Wind Std: ASCE 7-10 Pg NA Ct NA CAT N/ TCDL: 17,00 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 NCBCLL 10 OQ Mean Height 22.19 a TCDL 4.2 psf Code / Misc Criteria Soffit: 0,00 BCDL 5 0 psf Bldg Code FBC 6th.ed 201 Load Duration: 1,25 MWFRS Parallel Dist 0 to h/2 TPI Sid 2014 Spacing: 24.0 " C& C Dist a: 3.00 It Rep Factors Used: Yes Loc. from endwall not in 4.50 It FT/RT 20(0)110(0) GCpi: 0,18 Plate Type(s) Wind Duration: 1 60 WAVE Lumber Value Set: 138 ( Effective 6/1/2013) Top chord 2x4 SP # 1 Bot chord 2x4 SP # 2 N Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (3) 0.131" x3.0", min. toe -nails at top chord. Provide (2) 0.131" 0.0", min. toe -nails at bottom chord. G 7' 7' Defl/ CSI Criteria Maximum Reactions (Ibs) PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W VERT(LL): NA B 432 / 138 / 344 /- 1200 / 4.0 VERT(TL): NA D 136 / 14 / 104 1- / - / 1.5 HORZ(LL) -0 014 C C 250 1 170 / 150 /- I - 1.5 HORZ(TL): 0,028 D Wind reactions based on MWFRS Creep Factor 2 0 B Min Brg Width Req = 1.5 Max TC CSI 0. 750 D Min Brg Width Req = - Max BC CSI: 0. 596 C Min Brg Width Req = - Max Web CSI 0, 000 Bearing B is a rigid surface. VIEW Ver 17.02. 01A.1115.21 h'4,`M{ppIP G}l^"t'A4PNaa 4 Y h x s k a r b 8 / fir OA # O - t ONNL.. ` nos 04/25% 2018 Members not listed have forces less than 375# WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme Dare in fabricating, handlin shippin installing and bracing- Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI and SBCA) for safetyracbces prior to performing these functions Installers shall provide temposrYy bracin ar BG51 Unlessnotedotherwise,top chord shall (lave properly attached structural sheathing and bottom hord shall have a properly attach n9id cellin9 LocationsshownforermanentlateralrestraintofwebsshallhavebracingginstalledperBCIsetionsB3, B7 or 610 as applicable. Apply platestoeachfaceofptrussandpositionasshownaboveandantheJointDetails, unless note otherwise. Refer to drawings 160A-Z for standard plate positions. from this drawing anv failure to build the 1 seal on this drawing or cover page r for the de it shown. The suit-abihty ANSIITPI 1 12c.2. Oro. S6CA: wwwshcindustrv. cone_ ICC: www. icesaf IHi 1,ortor m acceptance c any structure al notes aaae and 2400 Lake Orange Dr, Suite 150 Orlando FL. 32837 Job Number: N333522 VARIOUS ,9A6/9A7 ,258SF/258MA/258TA ,RAO1 Truss Label: EJ7S f 66 r_ 4X4(B1) 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 11 EXP C Des Ld 47 00 Mean Height: 22,44 ft NGBGLL: 10.00 TCDL: 4.2 psf Soffit 0,00 BCDL 5.0 psf Load Duration. 1 25 MWFRS Parallel Dist 0 to h/2 Spacing: 24.0 " C&C Dist a 3 00 It Loc. from endwall: not in 4.50 ft GCpi 0.18 Wind Duration 1 60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #2 N Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (3) 0.131"x3.0", min. toe -nails at top chord - Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. Snow Criteria (Pg.Pith PSF) Pg: NA Ct: NA CAT: N/ Pf NA Ce NA Lu NA Cs NA Snow Duration NA Code / Misc Criteria Bldg Code: FBC 6th ed 201 TPI Std 2014 Rep Factors Used: Yes FT/RT20(0)/10(0) Plate Type(s): WAVE Ply 1 SEON 1612 / T68 I EJAC Cust RR8975 JRef 1Waf89750066 Qty 5 FROM: RDG DrwNo 115.18.1231 30106 KM / WHK 04125/2018 C T 7 Defl/CSI Criteria A Maximum Reactions (Ibs) PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL W VERT(LL): NA A 347 / 93 / 255 1 - 1 176 VERT(TL): NA I C 137 / 16 / 107 (- 1.5 HORZ(LL): -0,015 B B 254 / 174 / 154 (- 1.5 HORZ(TL): 0.030 C Wind reactions based on MWFRS Creep Factor: 2 0 A Min Brg Width Req = - Max TC CSI 0,777 C Min Brg Width Req = - Max BC CSI: 0,606 B Min Brg Width Req = - Max Web CSI: 0,000 Members not listed have forces less than 375# VIEW Ver 17 02,01A,l 115 21 t,j,wewaaaswp#, R• 0.7. 8 1 W tr ON Ak. COA #0 rP1tN4f t 04/25/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in faf)ricatinq, handling shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information, by f PI and SBCA) fta safety practices prior to performing these functions. Installers shall provide temporary bracing per 6CSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erlyattachedri9idceilingLocationsshownforAermanentlateralrestraintofwebsshallhavebrain9installedperSCSIsections63, B7 or 910 as appiicat5le Apply Oates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings16OA-Z for standard plate positions. Alpine, a division of ITW Build n CComponents Group In shall not be responsible for any deviation from this dr win an failure to build the truss in conformance with ANStI/ PI 1. or for handlin, s, ppinq, installation and bracing of.trussesA seal on the dr wiXgg or cover page , listing this drawing, indicates acceptance of pro essiona en geerin responsibiht sole lyv for the design shov7n. The suifabilityanduseofthisrawingforanystructureistheresponsibilit} of the Building Designer peNNSIfTPI 1 S-6c.2. or there information see this job's general notes page and these web sites. ALPINE: www.alDineitw. coin: TPI. www. toinstore SBCA. wwww sbcindustrv. corn. [CC : www iccsa( hn 11 1.1O—.1 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333522 VARIOUS ,9A619A7,258SE/258MA/258TA ,RAO1 Truss Label: EJ2 Loading Criteria (psf) TCLL: 2000 TCDL 1700 BCLL 000 BCDL. 10.00 Des Ld 4700 NCBCLL 1000 Soffit: 0,00 Load Duration 125 Spacing: 24.0 " 6"6 r Wind Criteria Wind Std ASCE 7-10 Speed 150 mph Enclosure Closed Risk Category II EXP C Mean Height 20,91 it TCDL 4 2 psf BCDL 5 0 psf MWFRS Parallel Dist 0 to h/2 C&C Dist a 3,00 ft Loc, from endwall: Any GCpr 0,18 Wind Duration. 1 60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "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 Ply: 1 $EON- 1613 / T54 / EJAC j Cust RR8975 JRef: 1 Waf89750066 Oly 5 FROM RUG DtwNo 115-18-1231 30575 SN 1 DF 04/25/2018 12 C 4X4(B1) SnowCriteria (Pg.Pf in PSF) Fig NA Ct NA CAT N/ Pf. NA Ce NA Lu NA Cs: NA Snow Duration NA Code ! Misc Criteria Bldg Code: FBC 6th.ed 201 TPI Sid 2014 Rep Factors Used Yes FT/RT.20(0)/10(0) Plate Type(s): WAVE C:) n Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL) NA VERT(TL). NA HORZ(LL). -0.000 C HORZ(TL): 0.000 C Creep Factor: 2.0 Max TC CSI 0.183 Max BC CSI0 031 Max Web CSI: 0.000 VIEW Vev 17.02.01A 111521 a* a 4qpe Y o. 7,08 1 a R P k B L i7f 0 r i o oaf'* ae at wtma'*a1a("Y p`ti CQA # Or tit" tr 04/ 25/201 is i Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 200 / 71 1178 ! - / 68 / 4.0 D 33 / 3 127 (- it s C 47 /36 /20 l- / 1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1 5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, byY TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom gghord shall have a properly attachedngidcedingLocationsshownforAermanentlateralrestraintofwebsshallhavbracingInstalledperBC51sectionsB3, B7 or 1 Q asapplicableApplyplatestoeachfaceoftrussandpositionasshownaboveandontheJoinDetails, unless noted otherwise. kefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building omponents Group Inc shall not be responsible for any deviation from this drawing, anv failure to build the trussInconformancewithANSI I 1, or for handlinj shippin9. Installation and bracing of,trussesA seal on this dririI or cover page, listingthisdrawingindicatesacceptanceofppro-fessionaf en ineering responsibility solely for the desi n shown. The suitability anduseofthisdrawingforanystructureistheresponsibilit)T of the Building Desigrier per ANSIfTPI MIN or more information see this job's General notes oaoe and these web sites. ALPINE. wane. alaineihv ,.m TPI — to-t aro- SBCA — sh,indu tr e ICC — ,,,.f w; c,,-1 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333522 Ply 1 SEON: 1614 / T28 / JACK Cust R P8975 JRef: 1 Waf89750066 VARIOUS ,9A619A7 ,258SE1258MAi258TA .RAO1 Oty 9 FROM HMT DrwNo 115 18.1231.30684 Truss Label: CJ5A KM / WHK 04/25/2018 Loading Criteria (psn TCLL 2000. TCDL 17.00 BCLL 000 BCDL 10.00 Des Ld 4700 NCBCLL: 1000 Soffit: 0.00 Load Duration 1 25 Spacing 24 0 " Wind Criteria Wind Std ASCE 7-10 Speed 150 mph Enclosure: Closed Risk Category: II EXP:C Mean Height 21 67 f1 TCDL 4 2 last BCDL 5 0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3 00 ft Loc- from endwall: not in 4.50 ft GCpi: 0,18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 61112013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0.131"x3.0". min. toe -nails at top chord Provide (2) 0 131"0.0", min, toe -nails at bottom chord Snow Criteria (Pg,Pf in PSF) Pg:NA CtNA CAT:W Pf NA Ce. NA Lu NA Cs: NA Snow Duration. NA Code / Misc Criteria Bldg Code: FBC 6th.ed 201 TPI Std: 2014 Rep Factors Used. Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE 4'11"4 4'11"4 Defl/CSI Criteria k, PP Deflection in loc L/deft L/# VERT(LL) NA VERT(TL): NA HORZ(LL): -0.006 C HORZ(TL) 0 010 D Creep Factor 2.0 7 Max TC CSI: 0.475 Max BC CSI: 0.298 Max Web CSI 0 000 VIEW Ver, 17 02 01A.1115.21 Q o.7 9 K a S AT 0 : COA 90 • 4VSiS` / ONA w wr+ 04/25/2018 IN Maximum Reactions (Ibs) Lac R U / Rw / Rh / RL W B 334 107 /272 /- /145 4.0 D 96 /10 /73 /- /- 1-5 C 171 /116 /102 /- /- 1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface Members not listed have forces less than 375# WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingg shipping, installing and bracing. Refer to and fellow the latest edition of BCSI (Building Component Safety Information, byy TPI and SBCA) fbr safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathingg and bolt2m chord shall have a properly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing insiailed per t CSI sections 63, 67 or 610 asapplicableApplyOatestoeachfaceofptrussandpositionasshownaboveandontheJoinDetails, unless noted otherwise. Refer to' drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building ompon nts Group Inc shall not be responsible for any deviation from this drawing,an failure to build the trussmconformancewithANSIM1, or for handlin] shipping, installation and bracing of,trussesA seal on this drawing or cover pa e - listing this drawing indicates acceptance of pro) engineering responsibility solely for the design shown. The s.,Pabrirty anduseofthisdrawingforanystructureistheresponsibilityoftheuildingDesigrierperANSI/TPI 1 Sec.2. or snore information see this lob's general notes oaoe and these web sites. ALPINE www aloineitw a rn T'PI www toinst oro SRCA www she ,du tr. enm ICC www cecaf erg. U_ -- - ww= 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333522 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RA01 Truss Label: CJ5S Loading Criteria lost) TCLL: 2000 TCDL 17,00 BCLL 0.00 BCDL 10.00 Des Ld 4700 NCBCLL 1000 Soffit 0.00 Load Duration: 1 25 Spacing 24 0 " 4X4(B 1) Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category. II EXP:C Mean Height 21,92 ft TCDL 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4,50 It GCpi 0 18 Wind Duration: 1.60 Lumber Value Set 13B (Effective 6/112013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set " 13B" uses design values approved 1/3012013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0.131"x3-0", min. toe -nails at top chord. Provide (2) 0.131"x3-0", min. toe -nails at bottom chord. 12 6 Snow Criteria ( Pg.Pf in PSF) Fig: NA CtNA CAT:N Pt NA Ce: NA Lu: NA Cs NA Snow Duration. NA Code / Misc Criteria Bldg Code. FBC 6th ed 201 TPI Std: 2014 Rep Factors Used: Yes FT/RT: 20(0)110(0) Plate Type( s) WAVE Ply i $ EON- 1615 / T45 / JACK Cust RR8975 JRef 1Waf89750066 City 1 FROM RDG DrwNo 115.18,123131183 KM / WHK 04125/2018 B I Ix! Ci 4' 11 " 4 4' 11 " 4 Defl/CSI Criteria PP Deflection in toe L/defl L/# VERT(LL): NA VERT(TL): NA HORZ(LL) - 0 007 B HORZ(TL), 0-012 C Creep Factor 20 7 Max TC CSI: 0 509 Max BC CSI: 0,308 Max Web CSI 0 000 VIEW Ver 17.02.01A 1115,21 k,e elllrib ap s 4 C3. 708 1 8 S p 0 t k COA #0` 04;25/ 2018 Maximum Reactions ( Ibs) Loc R / U / Rw / Rh / RL / W A 246 / 62 /180 !- /121 /- C 97 / 11 /76 /- /1.5 B 177 / 120 /108 t- /1.5 Wind reactions based on MWFRS A Min Brg Width Req = - C Min Brg Width Req = B Min Brg Width Req = - Members not listed have forces less than 375# WARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingg shippin installing and bracing Refer to and follow the latest edition of SCSI (Building Component SafetyInformation. by TPI and SBCA) it saty ractices prior to performing these functions. Installers shall provide temporary bracin per BCSI. Unless noted otherwise,top chord shall have property attached structural sheathing and bolt4m chord shall have a proRerly attached raidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebraacinInstalledperfiCSIsectionsB3, 87 or 910 as applicabgle Appfyplatestoeachfacec, ttruss and position as shown above and on the Joinf9Details, unless noted otherwise, Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin ompon nts Group Inc shall not be responsible for any deviation from this drawing ap failure to build the truss in cgnformapce with ANSiri PI 1, or or handling, shipping, installation and bracing of,trussesA seal on this drawingg or cover pagge , listing this drawing, indicates acceptance of proTessfonaf engineering responsibility solely for the desi n shown. The suiTabtUty and use ofthisdrawingforanystructureistheresponsibilityoftheBuildingDesignerperANSIrrPi1Sbe.2. or more information see this job's general notes page and these web sites. ALPINE: www.alpineaw.com_ TPI. www. tonst.Oro: SECA: wwwsbondustrv. com: ICC. www.iccsaf ALPINE m, Coll.`, 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number. N333522 VARIOUS ,9A6/9A7 258SE/258MA/258TA .RAOI Truss Label: CJ3S r_ 6"6 i Loading Criteria (psf) Wind Criteria TCLL 2000. Wind Std: ASCE 7-10 TCDL 1700 Speed 150 mph BCLL 0,00 Enclosure: Closed BCDL 10,00 Risk Category: 11 EXP:C Des Ld 4700 Mean Height 21.42 ft NCBCLL 10.00 TCDL: 4.2 psf Soffit 000 BCDL 5.0 psf Load Duration 1 25 MWFRS Parallel Dist 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration 1.60 Lumber Value Set: 138 (Effective 6/l/2013) Top chord 2x4 SP #2 N But chord 2x4 SP #2 N Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0 131"x3.0", min. toe -nails at top chord. Provide (2) 0,131"x3.0". min, toe -nails at bottom chord. Ply: 1 SEQN 1616 r T19 /,JACK Gust RR8975JRef iWaf89750066 Qty_ 1 FROM: RDG DrwNo- 115.18 1231 30824 KM / Wt1K 04/25/2018 12 B 6 f_ 4X4(B 1) 2' 11 "4 2'11"4 L Snow Criteria (Pg.Pf in PSF) Defl/CSI Criteria Pg: NA Ct NA CAT: NAPP Deflection in loc L/defi L/# Pf NA Ce NA VERT(LL) NA Lu. NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): -0,002 B HORZ( TL) 0 003 C Code / Misc Criteria Creep Factor 2 0 Bldg Code FBC 6th.ed 2017 Max TIC CSI 0 283 TPI Std: 2014 Max BC CSI 0 111 Rep Factors Used: Yes Max Web CSI 0 000 FT/ RT:20(0)/10(0) Plate Type(s) WAVE VIEW Ver 17A2 01A.1115.21 l 4 aptP9# 4sxq F pPe a 4.70 1 S AT 0 00IlkCOA 4 yp kwwl\t t04/ 25/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W A 148 /34 /108 l- /70 /- C 57 /6 /44 l- /1.5 B 106 /72 /64 !- /1.5 Wind reactions based on MWFRS A Min Brg Width Req = - C Min Brg Width Req = - B Min Brg Width Req Members not listed have forces less than 375# WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin . shipping, installing, and bracing. Refer to and follow the latest edition of SCSI (Building ComponentSafetyInformation_ by TPI and SBCA) f t safety practices prior to performing these functions Installers shall provide temporary, bracing per BCSI. Unless noted oytherwise,top chord shall have properlyy attached structural sheathing and bottom hord shall have a propperly attached raid ceilinya Locations shown for ermanent lateral restraint Of webs shall hav% bracm9 installed per BC i sections B3, B7 or B10 asappitcab_ie Appply plates to each face ofptruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z If r standard plate positions_ Alpine, a division of ITW Buildin cromponents Group Inc shall not be responsible for any deviation from this drawin an failure to build the truss In conformance with ANSI/ P1 1, or for handlin shipping, installation and bracing of,trussesA seal on this dr wing or cover page , fistingthisdrawingindicatesacceptanceofprofessionalenineeringresponsibilitysolelyforthedesinshown. The suitabthty anduseofthisdrawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI1TPI1S16c.2. or more information see this job's general notes page and these web sites ALPINE. wwwalpineaw. coin: TPI. wwwtbinst. ono: SBCA: wwwsbcindustrv. coin: [CC : www.iccsaf F490r= Aul."o ,'Ai. 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333522 Ply: 1 3EQN: 1617 / T27 / JACK Cust: R R8975 JRef: 1 Waf89750066 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RAO Oty 9 :FROM HMT DrwNo 115 18J231 30325 Truss Label: CJ3A KM / WHK 04/25/2018 Loading Criteria (psf) TCLL 20.00 TCDL 17.00 BCLL 0.00 BCDL: 10.00 Des Ld 47,00 NCBCLL 1000 Soffit 0.00 Load Duration: 1,25 Spacing. 24.0 " 6' 6 1' Wind Criteria Wind Sid: ASCE 7.10 Speed: 150 mph Enclosure: Closed Risk Category. II EXP:C Mean Height: 21.17 it TCDL: 4.2 psf BCDL 5.0 psf MWFRS Parallel Dist. 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0,18 Wind Duration: 1,60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0.131 "x3.0", min. toe -nails at top chord. Provide (2) 0.131"0.0", min. toe -nails at bottom chord. 12 G Snow Criteria (Pg Pf in PSF) Pg:NA Ct NA CAT NF of: NA Ce NA Lu. NA Cs NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 6th ed 201 TPI Sid 2014 Rep Factors Used. Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE G N N f 2' 11 "4 2' 11 "4 Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(TL): NA HORZ(LL): -0.001 C HORZ(TL): 0.001 C Creep Factor. 2 0 Max TC CSI, 0 253 Max BC CSI 0 096 Max Web CSI 0 000 VIEW Ver: 17.02.01A 1115.21 p,N. q t 4 p' Ak R e E V A A lir @'gQss war P°rrt ,b'8' COA #O 04/25/20 t 8 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL 1W B 242 /81 /207 !- /94 /4.0 D 55 /3 /42 !- /1,5 C 94 /65 /52 /- 1- / 1,5 Wind reactions based on MWFRS B Min Brg Width Req = 1 5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI and SECA) for safety practices prior to performing these functions Installers shall provide temporary bracincl Rer BGSi._ Unless noted otherwise,top chord shall have properly attached structural sheathingg and bottom &hard shall have a pro pperly attached nqgid ceding Locations shown for Rermanent lateral restraint of webs shall have bracing insTailed per BCSI sections B3, B7 or 610, as appticabie Apply fates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. refer to drawings 160A-Z for s andard plate positions. Alpine, a division of ITW Build n Components Group Inc shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with AN If PI 1, or for handli4 stripping, installation and bracing of.trussesA seal on t Ps dr wt g or over pa e , listingthis drawing indicates acceptance of protessfonar en Pneering responslbiht sole) for the design shown. The suifabfh and se of this drawing for any structure is the responsibPlPt of the Building Designer peryANSi/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE www.aloineaw.com_ TPIwwwtoinst. oro: SECA. www. sbeindustrv.com- ICC: www.iccsal 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 Job Number: N333522 VARIOUS ,9A619A7 258SE/258MA/258TA .RA01 Truss Label: CJ1A i 6"6 Loading Criteria (psf) Wind Criteria TCLL: 2000.Wind Std ASCE 7-10 TCDL: 17.00 Speed 150 mph BCLL 0,00 Enclosure Closed BCDL: 10,00 Risk Category: It EXP C Des Ld 4700 Mean Height: 20,67 ft NCBCLL 1000 TCDL: 4.2 psf Soffit: 0.00 BCDL: 5.0 psf Load Duration: 1 25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3,00 ft Loc. from endwall: Any GCpi: 0,18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Sot chord 2x4 SP #2 N Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0.131"0.0", min. toe -nails at top chord. Provide (2) 0 131"0.0", min toe -nails at bottom chard. 12 6 Ply 1 Qty 13 4X4(B1) 11 rt4 11 ii4 C SEQN: 1618 / T52 / JACK FROM HMT Cust: R R8975 JRef 1 Waf89750066 DrwNo 115.18 1231 30621 KM / WHK 04125/2018 Snow Criteria (Pg Pr m PSF) Defl/CSI Criteria I Maximum Reactions (lbs) Fig NA Ct NA CAT NA; PP Deflection in loc L/defl l/# . Loc R / U / Rw / Rh / RL / W Pit NA Ce NA VERT(LL) NA B 182 / 72 / 173 1 - / 45 / 4 0 Lu: NA Cs: NA VERT(TL): NA D 12 ! 6 / 13 (- / 1-5 Snow Duration NA HORZ(LL): -0.000 C C -12 127 / 20 ! - ! - / L5 HORZ(TL): 0,001 C Wind reactions based on MWFRS Code / Misc Criteria Creep Factor: 2.0 B Min Brg Width Req = 1.5 Bldg Code: FBC 6th ed 2017 Max TC CSI: 0,183 D Min Brg Width Req = - TPI Std 2014 Max BC CSI: 0 020 C Min Brg Width Req = - Rep Factors Used Yes Max Web CSC 0.000 Bearing B is a rigid surface 10(0) FT/RPlate Members not listed have forces less than 375# Plate TYPe(sYype(s WAVE VIEW Ver: 17.02.01A.1115.21 W.,AgrPf A di. f 08 1 yqn j` 0 M p ^/* • 04/25/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabriaa6nq, handlingq shlppin installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI and SBCA) fb safety ractices pnor to performing these functions Installers shall prowde temporary braein per SCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a properlyattachdrigidcetlin9LocationsshownforermanentlateralrestraintofwebsshallhavebraeininstalledperBGIsections63, B7 or 810, as applicable Appiy plates to each face ofptruss and position as shown above and on the Jom Detalls, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Build l'ng omponents Grqup Inc shall not be responsible for any deviation from this drawing any failure to build the truss m conformance with ANSIrII 1, or for handlm shippin mstauatlbn and bracing of,trussesA seal on this drawing or cover pa e, listingthis drawing indicates acceptance of ro essiona en ineering responsibility solely for the desl n shown. The suit9abilityandseofthisdrawingforanystructureistheresponsihiligoftheBuildingDesignerperANSI/TPI 1 S c.2. For more mtormation_see throb's general notes page and these web sites. ALPINE. www.alpineitw. cam.. TPI wwwtpinst. arc?. SBCA: www. sbcfndustrv. cam: ICC. www.iccsaf 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333522 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RA01 Truss Label: CAS Loading Criteria (psf) Wind Criteria TCLL 20,00 Wind Std: ASCE 7-10 TCDL: 17.00 Speed: 150 mph BCLL: 0,00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 Des Ld 47,66 j EXP: CIMeanHeight: 20.92 ft NCBCLL. 10.00 I 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 " I C&C Dist a: 3,00 If Loc, from endwall: Any GCpi: 0,18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N 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. Ply: 1 Oty: 1 12 6 B 4X4(B1) G SEON: 1619 / T50 / JACK FROM HMI Cust RR8975 JRef: lWaf89750066 DrwNo: 115.18.1231.30528 KM / WHK 04/25/2018 11 tt4 11 tr4 Snow Criteria (Pg Pf in PSF) DefUCSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct NA CAT: NA':, PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): NA A 51 16 / 36 ! - / 21 ! - Lu NA Cs: NA VERT(TL): NA C 17 / 2 / 13 ! - ! - / 1.5 Snow Duration: NA HORZ(LL): -0.000 B j B 32 / 24 / 20 / - / - / 1.5 HORZ(TL): 0.000 B Wind reactions based on MWFRS Code / Misc Criteria Creep Factor: 2.0 A Min Brg Width Req = - Bldg Code: FBC 6th.ed 2011 Max TC CSI: 0.027 C Min Brg Width Req = - TPI Std: 2014 Max BC CSI: 0.007 B Min Brg Width Req = - Rep Factors Used: Yes Max Web CSI: 0,000 I Members not listed have forces less than 375# FTlRT:20(0)/10(0) i Plate Type(s): WAVE VIEW Ver: 17.02.01A,1115.21 f /F+yp F4u FF t i yy1x F iwU81 F FF F F F rFF 4 COA #0Stmnlwaa' y4 04/ 25/2018 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shr ping installing and bracing. Refer to and follow the latest edition of SCSI (Building ComponentSafetyInformation, by TPI and SBCA) fo'r satpety Practices prior to performing these functions. Installers shall provide temporary bracing per t3CSl. Unless noted otherwrse,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attachedn91dceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracininstalledperSCSIsections63, 87 or 810, asapplicatSle. Apply places to each face. of truss and positron as shown above and on the Jomt9Details, unless noted otherwise. Refer to or. 160A-Z for standard plate positrons. Alpine, a division of ITW Buildin+Components Group Inc shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSI I PI 1, or for handlin shippin, installation and bracing of.trussesA seal on this dr5wing or cover page , listingthisdrawing, indicates acceptance of pro) essionalq engineering responsibility solely for the design shown. The suit"abrhty anduseofthisdrawingforanystructureisaresponsibilityoftheuildingDesignerperANSI/TPI 1 Sec.2. or more information see this job's general notes page and these web sites. ALPINE: www.aloineitw.com: TPI: www.toinst.oro: SBCA. www.sbcindustrv.cam ICC. www. iccsaf 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333522 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RA01 Truss Label: CJ5 Loading Criteria (psf) TCLL: 2000. TCDL 17.00 BCLL. 0,00 BCDL: 10.00 Des Ld 4700 NCBCLL: 10,00 Soffit: 0.00 Load Duration 1 25 Spacing: 24.0 " 1_ 4' 3f_ Wind Criteria Wind Sid ASCE 7-10 Speed: 150 mph Enclosure Closed Risk Category: II EXP C Mean Height: 15.00 ft TCDL 4 2 psf BCDL: 5-0 psf MWFRS Parallel Dist 0 to h/2 C&C Dist a: 3 00 ft Loc from endwall not in 4.50 If GCpr 0.18 Wind Duration: 1.60 Lumber Value Set: 136 (Effective 6/l/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set " 136° uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0.131"x3.0", min. toe -nails at top chord. Provide (2) 0.131"0.0", min. toe -nails at bottom chord. Snow Criteria JP9.Pf in PSF1 Pg:NA Ct, NA CAT,N/ Pf NA Ce: NA Lu NA Cs NA Snow Duration: NA Code / Misc Criteria Bldg Code FBC 6th ed 201 TPI Std 2014 Rep Factors Used Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Ply 1 SEON 1620 / T32 / JACK Cust: RR8975 JRef: 1Waf89750066 Qty 6 FROM: HMT DrwNo 115.18-1231.30451 KM / WHK 04/25/2018 4'11"4 4' 11 "4 Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL)NA VERT(TL) NA HORZ(LL): 0,005 D HORZ(TL) 0.013 D Creep Factor: 2.0 Max TC CSI: 0.422 Max BC CSI: 0,287 Max Web CSI 0.000 VIEW Ver: 17.02.01A.1115.21 O'N" q 708 1 ilo q C'OA 9( 0 A, 04/25/2018 C Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 338 176 / 277 1- / 112 / 8.0 D 94 /8 /71 /15 C 163 /78 /103 /- 11-5 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 6 requires a seat plate. Members not listed have forces less than 375# WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) for safety practices prior to performing these functions Installers shall provide temporary bracin per BCSI Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid cellin9 Locations shown for ermanent lateral restraint of webs shall have bracingg installed per BCSI sections $3, B7 or 610. as applica e. Apply plates to each face ofptruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 16OA-Z for standard plate positions Alpine, a division of ITW Buildtn Gompon nts Group Inc shall not be responsible for any deviation from this drawin an failure to build thetrussinconformancewithANSI/ PI 1, or or handitn j shippin, installation and bracing of,trussesA seal on this drawi Q or cover pagelistingthisdrawingindicatesacceptanceofpproessionaengineeringgresponsibilitysolelyforthedesinshon, The siui abllity and use of this drawing for any structure is Elie responsibility of the ETuilding Designer per ANSI/TPI 1 SK2, For more information see this lob's general notes nacre and these web sites: ALPINE. www. alginettw. coin. TPI. www. minst. oro: SBCA: wwwsbcindustry cum. ICC: www. iccsaf ALPINE 2400 Lake Orange Dr, Suite 150 Orlando FL, 32837 Job Number: N333522 VARIOUS ,9A619A7 ,258SE/258MA/2581-A ,RAO1 Truss Label: CJ54 Loading Criteria (psfl TC L L: 20.00 TCDL 17.00 BCLL 0,00 BCDL: 10.00 Des Ld 4700 NCBCLL 10.00 Soffit: 0,00 Load Duration: 1.25 Spacing 24.0 " f 3" 9 5 t_ Wind Criteria Wind Std ASCE 7-10 Speed: 150 mph Enclosure Closed Risk Category 11 EXP C Mean Height: 15 00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 It Loc, from endwall: not in 4.50 ft GCpi: 0 18 Wind Duration 1 60 Lumber Value Set: 138 (Effective 611/2013) Top chord 2x4 SP #2 N Sot chord 2x4 SP #2 N Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0.131"0.0", min, toe -nails at top chord. Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. Ply: 1 SEQN: 1621 / T66 / JACK ! Cusf RR8975 JRef 1Waf89750066 Qty: 2 FROM: RDG DrwNo: 115.18-1231.30809 KM / WHK 04/25/2018 19 e Snow Criteria (P9. Pf in PSF) Fig, NA Ct:NA CAT:N/ Pf NA Ce: NA Lu NA Cs NA Snow Duration NA Code f Misc Criteria Bldg Code: FBC 6th.ed 201 TPI Sidi 2014 Rep Factors Used Yes FT/RT.20(0)/10(0) Plate Type(s) WAVE 4' 11 "4 4'11"4 Defl/CSI Criteria PP Deflection in loc Lldefl L/# VERT(LL): NA VERT(TL): NA HORZ(LL): 0.006 D HORZ(TL): 0,013 D Creep Factor 2.0 X Max TC CSC 0.391 Max BC CSI: 0.278 Max Web CSI: 0,000 VIEW Ver 17.02.01AA115.21 e " p. 708 1 " 4 R q!t 0 ert Y COA #0uptt4+nlI4H4+° 04/25/2018 S I1 Maximum Reactions (Ibs) Lac R /U /Rw /Rh /RL I B 330 /92 /261 (- /75 /80 D 93 /8 /70 l- 11.5 C 156 / 66 / 89 1 - / 1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1-5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface Bearing B requires a seat plate. Members not listed have forces less than 375# WARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT`" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingq shipping, installing and bracing. Refer to and follow the latest edition of SCSI (BuildingComponentSafetyInfarmahon, by TPI and SBCA} fbi safety practices prior to performing these functions Installers shall rowde temporary bracing er BCSL Unless noted ottherwise,top chord shall have praperiYY attached structural sheathing and bottom chord stall have a pro erly attachecPnggTd ceiling Locations shown for ermanent lateral restraint df webs shall have br cin9 installed per SCSI sections 83, B7 or 10asappllcat3leApplyplatestoeachfaceafptrussandpositionasshownaboveandontheJomCDetails, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Build inlComponents Group Inc shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI PI PI 1, or for handlin shippin , installation and bracing of,trussesA seal on this drawingg or cover page. listingthis drawing indicates acceptance of pro essiona en ineerinqq responsibility solely for the desi n shoWn. The suifabilityanduseofthisdrawingforanystructureisIfheresponsibilityoftheEuildingDesigrferperANSI/TPI 1 Sic.2. or more information see this job's general notes page and these web sites. ALPINE: www. alomeihe com: TPI: wwwtninst. are SBCA: wwwsbcinduslry mm ICC www Iccsaf ALPINE 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number. N333522 VARIOUS .9A6/9A7 .258SL/258MA/258TA .RA01 Truss Label: CJ3 Loading Criteria (psf) TCLL. 2000 TCDL: 17.00 BCLL 000 BCDL: 10.00 Des Ld 4700 NCBCLL 10.00 Soffit 0,00 Load Duration: 1.25 Spacing 24.0 " t 4n3 f__ Wind Criteria Wind Std ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category II EXP C Mean Height 15 00 ft TCDL: 4.2 psf BCDL 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a 3 00 It Loc. from endwall: Any GCpi: 0.18 Wind Durallow 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0.131"x3.0", min. toe -nails at top chord. Provide (2) 0.131"0.0", min. toe -nails at bottom chord. 2X4(A1) Snow Criteria fpg,pf in PSF) Pg: NA Ct: NA CAT: Nf Pf: NA Ce: NA Lu NA Cs: NA Snow Duration NA Code t 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 Ply 1 SEQN: 1622 / T58 / JACK : Cust R R8975 JRef: 1 Waf89750066 Qty: 6 FROM HMT DrwNo: 115 18 1231 30343 KM / WHK 0412512018 C f__. __I_... Y) 7 CS) Cl) M N 2' 11 "4 2'11"4 Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(TL): NA HORZ(LL): 0.001 D HORZ(TL): 0.002 D Creep Factor: 2.0 Max TC CSI: 0.180 Max BC CSI: 0.091 Max Web CSI: 0,000 VIEW Ver: 17.02.01A.1115.21 04/25/20 t 8 Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 248 /61 /212 /- /74 /8.0 D 52 /4 /41 /1.5 C 87 / 43 / 52 1 - / 1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1 5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate_ Members not listed have forces less than 375# WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, byy TPI and SECA) fo'r safety practices prior to performing these functions Installers shall provide temporarybracinper6CSI. Unless noted otherwise.top chord shall have properly attached structural sheathing and bottom hord shall have a properlyattachedri91dceilingLocationsshownforermanentlateralrestraintofwebsshallhavebracinginRaliedperBCIsectionsB3, B7 or 910, as appticabgle Apply plates to each face ofptruss and position as shown above and on the JoinfDetails, unless noted otherwise. Refer todrawings160A-Z for standard plate positions. Alpine, a division of ITW B4iildin CCompcn nts Group Inc shall not be responseple for any deviation from this drawin an failure to build thetrussinconformancewithANS11PI1, or for handlin shipping, installation and bracing of trussesA seal on this drowiXg or cover page . listing this drawing, indicates acceptance of ppro essionaf en sneering responsibiliffvv solely for the des! n shown. The suitabilityanduseofthisdrawingforanystructureisfheresponsibilityoftheBuildingDesigl4erperANSI/TPI 1 S.K2. or more information see this job's general notes page and these web sites. ALPINE. wwwaloineaw. coin TPI. wwwtoinst. ora: SECA. wwwsbondustrv. cam. ICC www iccsaf ALPINE 1 OMiAh` V 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 Job Number: N333522 VARIOUS 9A6/9A7.258SE1258MA1258TA,RA0 I Truss Label: C,134 Loading Criteria (psr) Wind Criteria Snow Criteria (Pg,Pf in PSF) TCLLL 20.00 Wind Std: ASCE 7-10 Fig NA Ct NA CAT N) TCDL 1700 Speed, 150 mph Pf NA Ce NA BCLL 0,00 Enclosure Closed ILL, NA Cs, NA BCDL 1000 Risk Category 11 Snow Duration: NA EXP. C Des Ld 47,00 Mean Height: 15,00 ft NCBCLL: 10.00 TCDL 4,2 psf Code / Misc Criteria Soffit: 0,00 BCDL 50 psf Bldg Code: FBC 6th,ed 201 Load Duration. 1 25 MWFRS Parallel Dist. 0 to h/2 TPI Std: 2014 Spacing: 24,0 C&C Dist a 3.00 ft Rep Factors Used: Yes Loc. from endwall 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 #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. Ply 1 SEON 1623 / T67 /JACK CusL R R8975 .IRef 1Waf89750066 Qty: 2 FROM RDG DuwNo 115 18 1231 31166 KM / VVHK 04125/2018 2'11 "4 2'11 "4 Defl/CSI Criteria A Maximum Reactions (Ibs) PP Deflection in loc Lidefl L/# Lot- R / U IRw /Rh /RL W VERT(ILL) NA 6 242 /71 /199 /50 80 VERT(TQ NA D 51 /4 /39 1 5 HORZ(LL) 0,001 D C 82 /35 /45 1- 1 5 HORZ(TL) 0.002 D Wind reactions based on MWFRS Creep Factor: 2,0 B Min Brg Width Req = 1 5 Max TC CSI 0,161 D Min Brg Width Req = - Max BC CSL 0.085 C Min Brg Width Req = - Max Web CSI: 0,000 Bearing B is a rigid surface Bearing B requires a seat plate. VIEW Ver 1702.01A,1115,21 vp- 08 1 S t % All, a * -14 COA NVON Members not listed have forces less than 375# 04/25/2018 WARNING'- READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS isses require extreme care in fabricating, handli% shipping, installing and bracing. Refer to and follow the latest edition of BCS1 (BuildingmponentSafetyInformation, by YPI an SIBCA) r safety practices prior to performing these functions. Installers shall provide temporary icinge BCSI Unless noted otherwise,top chord shall have property attached structural sheathin and bottom ghord shall have a properly3chn RappT , id ceilin 'i cations shown for ermanent lateral restraint of webs shall hav%bracinp ins alled 910 ica e. Ap P, t per BC I sections B3 B7 or p y Oates to eachPrieto faceotruss and position as shown above and on the Join Details, unless noted otherwise- Refer to rwings 160A-Z f6r s andard plate positions iine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this dr?win%an, failure to build the ssinconformancewithANSI/01 1, or for handling, shippin?, installation and bracing of trUssesA seal on this drawing gor cover page ing this drawing, indicates acceptance of essiona engineering responsibili% solely for the desi n shown. The suit -ability IuseofthisrawingforanystructureisX.Oresponsibility of the Building Desig er per ANSI/TPI I S%c.2. more information see this job's general notes Paqe and these web sites ALPINE wwwalmneawcom TPI wwwtbinstoro 1;8(,A ww_,h"ndn,1__m mm= 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number. N333522 Ply 1 SEQN. 1624 / T31 / JACK CusC R R8975 JRet 1 Waf89750066 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA .RA0l Qty 6 FROM: RDG DrwNo 115-18.1231.30732 Truss Label: CJ1 KM i VVHK 04/25/2018 4"3 f_ Loading Criteria (psf) Wind Criteria TCLL: 2000. Wind Std: ASCE 7-10 TCDL 17.00 Speed 150 mph BCLL 0.00 Enclosure. Closed BCDL. 10,00 Risk Category: ll Des Ld 4700 EXP: C Mean Height: 15.00 ft NGBGLL 10 00 TCDL: 4.2 psf Soffit: 0.00 BCDL 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist 0 to h/2 Spacing 24.0 " C&C Dist a: 3,00 ft Lac, from endwall. Any GCpi: 0.18 Wind Duration: t60 Lumber Value Set: 13B (Effective 6/l/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "138" uses design values approved 1/3012013 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. E 12 6 G 11 " 4 11 " 4 Snow Criteria (P9, Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NAI PP Deflection in loc L/defl L/# Pf: NA Ce: NA VERT(LL): NA Lu NA Cs: NA VERT(TL). NA Snow Duration: NA HORZ(LL): -0.000 D HORZ(TL): 0. 000 D Code / Misc Criteria Creep Factor 2 0 Bldg Code: FBC 6th.ed 2017 Max TIC CSI: 0 171 TPI Std: 2014 Max BC CSI: 0,022 Rep Factors Used Yes Max Web CSI: 0 000 FT/RTi20(0)/ 10(0) Plate Type(s) WAVE VIEW Ver 17.02.01A.1115.21 04/2512018 Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 196 166 / 189 t - / 36 / 8,0 D 7 f11 / 14 !- /1.5 C -21 135 124 (- / 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 Membersnot 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 wire extreme care in fa ricating, handling, shipping, installing and bracing. Refer to and fallow the latest edition of BCSI (Building t Safety Information, by TPI and SBCA) fbr safety practices prior to performing these functions Installers shall provide temporary BCSI. Unless noted otherwise,top chord shall have propediY attached structural sheathing and bottom chord shall have a properly itd ceiling Locations shown for ermanent lateral restraint of webs shall have bracin9 Installed per BCSI sections B3, 67 or B10 le. Apply platestoeachfaceofptrussandpositionasshownaboveandontheJointDetails, unless noted otherwise. Refer to 60A-Z for standard plate positions. J of ITW Building omponents Group Inc shall not be responsible for any deviation from this drawin an failure to build the ice with ANSIri I 1, or for handlin shipping, installation and bracin of trussesA seal on this dr wlrsg or cover pa e , n, indicates acceptanceofpro%ssionai engineering responsibility solely for the design shov n. The suif9ability awing for anystructureistheresponsibilityoftheuildingDesignerperANSI/TPI 1 Sbc.2. gee this job' s general notes page and these web sites: ALPINE. www.atpmeQw.com, TPI www.tonstoro_ SBCA: www.sbcindustrv. com_ ICC: www.iecsaf 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Jab Number: N333522 Ply: 1 SEON: 1625 / T24 / JACK Cust R R8975 JRef: 1 Waf89750066 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RA01 Qty 2 FROM RDG DrwNo: 115 18 1231 30044 Truss Label: CJ14 KM / VVHK 04/25/2018 11 "4 11 "4 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL 20,00 Wind Std ASCE 7-10 Pg: NA Ct NA CAT NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL W TCDL. 17.00 ; Speed: 150 mph Pf: NA Ce NA VERT(LL): NA B / 88 / 174 / - (25 8-0 BCLL 0,00 Enclosure: Closed Lu: NA Cs NA VERT TL NA D / 11 / 16 5 BCDL 10.00 Risk Category II Snow Duration: NA HORZ(LL) 0 000 D 7 C 21 131 124 / - / - 1 5 EXP: G Des Ld 47,00 HORZ(TL) 0 000 C Wind reactions based on MWFRS Mean Height: 15.00 ft NCBCLL 10,00 TCDL 4.2 psf Code / Misc Criteria Creep Factor 2 0 B Min Brg Width Req = 1.5 Soffit: 0.00 BCDL 5.0 psf Bldg Code: FBG 6th.ed 2417 Max TC CSI 0.159 D Min Br Width Reg q Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI 0 020 C Min Brg Width Req = - Bearing B is a rigid surface Spacing: 24.0 " C&C Dist ai 3 00 ft Rep Factors Used. Yes Max Web CSI 0 000 Bearing B requires a seat plate. Loc. from endwall: Any FT/RT:20(0)/10(0) GCpr 0,18 Plate Type(s): Members not listed have forces less than 375# Wind Duration: 1.60 WAVE VIEW Ver 17A2.01A.1115 21 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SIR #2 N Bat chord 2x4 SP #2 N Lumber value set "138" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0.131 "x3.0", min. toe -nails at top chord. Provide (2) 0,131"x3.0", min, toe -nails at bottom chord. k ! ca, 708 S Ai 0 COA L NZ 04/251/2018 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, handlingg, shi ping, installing and bracing. Refer to and follow the latest edition of SCSI (BuildingComponentSafetyInformation. byy TPI ancf SBCA) fbt satpety practices prior to performing these functions Installers shall provide temporary bracin ee 6CSI. Unless Hated otherwise,tap chord shall have proper)y atkached structural sheathing and bottom herd shall have a properly attach rigqid ceiling Lovations shown for permanent lateral restraint Of webs shall have bracin installed per BCI sections 63, B7 or B14asapplicat5leAppfyplatestoeachfaceoftrussandpositionasshownaboveandontheJoinf9Details, unless noted otherwise. Refer to' drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildlnlComponents Group Inc shall not be responsible for any deviation from this drawincl any failure to build the truss in conformance with AN51/ i PI 1, or for handling, shipping, installatidn and bracing of trussesA eai on this drawing or cover pa e . listing this drawing indicates acceptance of pro essionalq engineerin responsibility solely for the design shown. The sp,10.bilityanduseofthisdrawingforanystructureistheresponsibilityoftheguiidingDesigrierperANSIITPI1Sec.2. or more information see this job's general notes page and these web sites. ALPINE. www.alpineitw.coin_ TPI. www.tpinst ord; SBCA. www.sbondustiv cone ICC. www.iccsaf Anfr ;Nt'TIJ+ 2400 Lake Orange Dr, Suite 150 Orlando FL,32837 Job Number: N333522 VARIOUS ,9A6/9A7 ,258SE/258M/V258TA ,RAO1 Truss Label: HJ7 Loading Criteria (psn TCLL: 20.00 TCDL: 17,00 BCLL: 0,00 BCDL 10.00 Des Lid 4700 NCBCLL 0,00 Soffit: 0.00 Load Duration 1 25 Spacing: 24.0 " B 4.3 A ti 2X4(A1) I V5„ Wind Criteria Wind St& ASCE 7-10 Speed 150 mph Enclosure: Closed Risk Category II EXP C Mean Height: 15.00 ft TCDL 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist 0 to h/2 C&C Dist a: 3,00 ft Loc from endwail: NA GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 611/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Loading Hipjack supports 6-11-8 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Additional Notes Provide (3) 0.131"x3.0", min toe -nails at top chord. Provide (3) 0 131"0.0", min toe -nails at bottom chord Ply i SEQN 1626 / T30 / HIP Cust. R R8975 JRef: 1 Waf89750066 Qty 3 FROM HMT DrwNo 115 18 1231 29934 KM ! WHK 04/25/2018 57 5 9110,11 57 5 4711 D 12 4.24 FE 4X4 9'5"7 4"10 9 5"7 9`10111 Snow Criteria (Pg Pf In PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct NA CAT NA, PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W Pf NA Ce NA VERT(LL). 0.017 C 999 360 B 425 / 125 - / /_ / 10 6 Lu: NA Cs: NA VERT(TL) 0 067 C 999 240 E 443 / 56 1 /0 / 1.5 Snow Duration NA HORZ(LL): 0 006 F - D 305 / 156 /_ /_ / 1.5 HORZ(TL) 0 014 F Wind reactions based on MWFRS Code / Misc Criteria Creep Factor 2 0 B Min Brg Width Req = 1 5 Bldg Code: FBC 6th ed 2017 Max TC CSI 0.901 E Min Brg Width Req = - TPI Std: 2014 Max BC CSI 0 623 D Min Brg Width Req = - Rep Factors Used No Max Web CSI 0 420 Bearing B is a rigid surface. FT/RTi20(0)/10(0). Bearing B requires a seat plate Plate Type(s): Members not listed have forces less than 375# WAVE VIEW Ver 17 02 01A 1115,21 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens,Comp- B-C 341 -817 r 1\. sa pa Mp \ *,•," teat.,. 08 p rya R + R S T 0 t oc aR a Rpa4Rr RKR'Ra,a,p M` Inw, n 04/25?2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B - F 769 - 308 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C - F 333 - 831 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS sses require extreme care in fabricating, bandlin shipping, installing and bracing_ Refer to and follow the latest edition of BCSI (BuildingnponentSafetyInformation, by TPI and SBCA) for safety, practices prior to performing these functions Installers shall provide temporaryinperBI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall hav a properly chcd riggid cellin9 Locations shown for ermanent lateral restraint of webs shall have braacingg insiailed per BCSI sections 83, 7 or 610, appllcable Apply plates to each face orPtruss and position as shown above and on the JoinFDetails, unless noted otherwise. Refer to ALPINENings160A-Z for standard plate positions n@, a division of ITW Buildlna Components Group Inc shall not be responsible for any deviation from this drawing any failure to build the , _„ ,1— s In conformance with ANS11 PI 1, or for handllnl shipping, installation and bracing of trussesA eal on this drawirig or cover.pa , . 2400 Lake Orange DrIngthisdrawingindicatesacceptanceofRr' essfonaf en meering responsibility solely for the desi n shown. The suitability 9 I use of this drawing for any structure is fhe responsibilit of the Building Desig&r per ANSI TPI 1 S16c.2. Suite 150 nore information see this job's general notes page and these web sites. ALPINE. www.aloineaw. coin TPI. www. toinst. ora SBCA www sb-idustry com ICC www crsnfa orn Orlando FL, 32837 Job Number: N333522 VARIOUS 9A6/9A7,258SE/258MA/258TA RA01 Truss Label: IIJ74 Ply I SEON 1628 1 T63 / HIP ' Cust R R8975 JPet I Wa(89750066 Oily 1 FROM RDG DrwNo 115 18 1231 30529 KM / VVHK 04/25/2018 5'37 9110,11 5'37 4'6"10 D 12 fix, r 2,83 4X6 C B 3'15 A K G F E 3X6(Al) 2X4 SS0712 41 "8 6"14 5'1 11 9'3"3 9110,11 Loading Criteria (psf) Wind Criteria Snow Criteria (Pq Pf in P15F) Deft/CSI Criteria A Maximum Reactions (Ibs) TCLL. 2000 Wind Std: ASCE7-10 Pg NA Ct NA CAT NA PP Deflection in loc L/defl L/# Loc R /Rw /Rh /RL /W TCDL 1700 Speed: 150 mph Pf, NA Ce, NA VERT(LL), 0.038 G 999 360 U H 415 / 128 / /106 BCLL: 0,00;Enclosure: Closed Lu NA Cs NA VERT(TL) 0 142 G 999 240 E 427 / 64 / /0 11 5 BCDL: 1000 Risk Category 11 Snow Duration NA HORZ(LL) 0 009 F - - D 305 / 151 / / - /1 5 Des Ld 4700 EXP C Mean Height: 15,00 ft HORZ( TL) 0 020 F Wind reactions based on MWFRS NCBCLL. 000 TCDL: 4.2 psf Code / Misc Criteria Creep Factor 2 0 H Min Brg Width Req = 1,5 Soffit 0,00 BCDL: 5,0 psf Bldg Code: FBC Gth ed 2011 Max TC CSI 0786 1 E Min Brg Width Req = Load Duration: 1 25 MWFRS Parallel Dist: 0 to h/2 TPI Std 2014 Max BC CSI 0673 D Min Brg Width Req = Bearing H is a rigid surface Spacing: 24.0 C&C Dist a 3,00 ft Rep Factors Used No Max Web CSI 0 579 Bearing H requires a seat piate, Loc, from endwall: NA FT/RT.20(0)/10(0) GCpr 018 Plate Type(s): Members not listed have forces less than 375# Wind Duration., 1 6-0 WAVE, 18SS VIEW Ver 17 02.OiXl 115,21 Maximum Top Chord Forces Per Ply (lbs) Lumber Chords Tens Comp Value Set: 138 (Effective 6/1/2013) B - C 375 -1283 Top chord 2x4 SP #2 N Bat chord 2x4 SP #2 IN Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens, Comp. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC B-G 1237 -360 G - F 1225 -367 Loading Maximum Web Forces Per Ply (Ibs) Hipjack supports 6-11-8 setback jacks with no webs Webs Tens.Comp Wind C - F 382 -1275 Wind loads and reactions based on MWFRS. Additional Notes Provide ( 3) 0.131"x3.0", min toe -nails at top chord Provide ( 3) 0.131"0,0", min toe -nails at bottom chord, Ne* A S 0 COA 04/ 25/2018 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING I IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handla shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building ISafetyInformation, by TPI an SECA) safety practices prior to performing these functions. Installers shall provide temporary. SCSI. Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom ghord shall have a pro erly IginstalledperBCIsectionsB3B7or10, ie19ceXIiny, Locations shown for ermanent lateral restraint of webs shall have bracin Iatestoeachfaceof"Iruss and position as shown above and on the Join Details, unless noted otherwise. Refer to 60A, Zpfgrys standardplate positions, a division of ITW Buildin ompon?ntE conformancewithANSI11, or or f his drawin, indicates acceptance e of this drawing or any structure information see this lob's aerierat notes none an nsiye for any deviation from this drawing,apy failure to build the an bracing of trussesA seal on this drawinq or cover pa e su' p responsibilitysolelyforthedesignshovTn. The 'bility lwildingDesigrierperANSI/TPI I Sec.2. ineitw. com TPI wmv trans(. oro SBCA www SI)CIndUSIN CeM ICC wvwr I—Af ALPINE 2400 Lake Orange Dr, Suite 150 Orlando FL, 32837 Job Number: N333522 Ply 1 SEON 1627 / T21 / HIP_ Gust R R8975 JRef: 1 Waf89750066 VARIOUS .9A6/9A7 ,258SE/258MAf258TA ,RA01 Oty 4 FROM HMT DrwNo. 115 18 1231 30776 Truss Label: HJ7A KM / WHK 04/25/2018 B A 3X4(B1) 1,5„ Loading Criteria (psi) '. Wind Criteria TCLL 20,00 Wind Std ASCE 7-10 TCDL 17,00 Speed 150 mph BCLL 0,00 Enclosure: Closed BCDL 10,00 Risk Category: II EXP. C Des Ld 47,00 Mean Height: 22.18 ft NCBCLL: 0.00 TCDL 4.2 psf Soffit: 0,00 BCDL. 5,0 psf Load Duration: 1,25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3,00 ft Loc, from endwall NA GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "l313" uses design values approved 1/30/2013 by ALSC Loading Hipjack supports 6-11-8 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Additional Notes Provide (3) 0.131°x3.0", min toe -nails at top chord. Provide (3) 0.131"0.0", min toe -nails at bottom chord. 4.24 5' 2"3 9110,11 5' 2"3 47' 14 9,51110 9'51,10 Snow Criteria (Pg,Pfin PSF) Pg NA Ct NA CAT N/ Pf NA Ce NA Lu NA Cs: NA Snow Duration: NA Code t Misc Criteria Bldg Code FBC 6th ed 201 TPI Std: 2014 Rep Factors Used: No FT/RT:20(0)110(0) Plate Type(s). WAVE DefItCSI Criteria PP Deflection in loc Lldefl L/# VERT(LL): -0 023 C 999 360 VERT(TL): 0 061 C 999 240 HORZ(LL): -0.010 E - - HORZ(TL): 0-012 E Creep Factor 20 Max TC CSI: 0.809 Max BC CSI: 0.621 Max Web CSI 0 392 VIEW Ver: 17.02 01A.1115.21 apw«w. rr•+es eon' 4.p`.7,^"°'ar*r STD` '"*,g•o'\"'e` bp F P b e d 4.1•p*r1N #1 l. tyiM B'pr[ R t,'6\,« COAf f ,7$lON M eiKiV4A° 04/25/2018 D FE 6X6 4 Maximum Reactions (Ibs) Lac R /U /Rw !Rh /RL /W i B 423 / 181 1- /4.9 E 439 ! 101 / 1.5 D 312 ( 209 / 1 5 Wind reactions based on MWFRS B Min Brg Width Reg = 1 5 E Min Brg Width Reg = - D Min Brg Width Reg = - Bearing B is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. B - C 441 - 743 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B - F 688 - 398 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C - F 437 -755 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS s require extreme care in fabricating. handling, shipping. installing and bracing. Refer to and follow the latest edition of BCSI (BuildingonentSafetyInformation, by TPI and SBCA) fbr safety practices prior to performing these functions Installers shall provide temporarygperBCSIUnlessnotedotherwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a propperly rqid ceiling Locations shown for permanent lateral restraint of webs shall have bracm9 Inslalled per BCSI sections B3, k37 or B10icae. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to igs 16OA-Z for standard plate positions, a division of ITW Buildinq Components Group 1 shall not be responsible for any deviation from this drawing any failure to build thenconformancewithANSIPI1, or for handim s iippin , installation and bracing of,trussesA seal on this drawiriqq or cover pa e, this drawing indicates acceptance of pro essiona en meerin responsibilt r solely for the desi n shoWn. The suit9ab,htyseofthisdrawingforanystructureisCoreofthewildingDesigiferperANSI/TPI 1 Sbc.2. e information see this lob's general notes page and these web sites: ALPINE. wwwalvineitw. coin. TPI: www. toinst. oro SECA. www, sbcindustry coin- ICc, www icc_sa6I wh,= M1N Ii1V OMPAWY 2400 Lake Orange Dr. Suite 150 Orlando FL.32837 ob Number. N333522 ARIOUS 9A6/9A7,258SE/258MA/258TA RAO I Truss Label: HJ7S Loading Criteria (psf) 1 Wind Criteria TCLL 20.00 Wind Stdi ASCE7-10 TCDL. 17.O0 Speed 150 mph BCLL 0,00 Enclosure Closed BCDL: 1000 Risk Category 11 EXP: C Des Ldi 47,00 Mean Height 22.43 It NCBCLL 000 TCDL 4.2 psf Soffit: 0.00 BCDL: 5.0 psf Load Duration, 1 25 MWFRS Parallel Dist 0 to h/2 Spacing: 24,0 C&C Dist a: 3,00 it Loc. from endwall: NA GCpi, 0.18 Wind Duration 1 60 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "l 3B" uses design values approved 1 /3012013 by ALSC Loading Hipjack supports 6-11-8 setback jacks with no webs Wind Wind loads and reactions based on MWFRS Additional Notes Provide (3) 0,131"x3.0", min toe -nails at top chord Provide (3) 0.131 "x3.0", min toe -nails at bottom chord 5'2" 3 5'2" 3 12 4 24 9151,10 Snow Criteria ( Pq Pf.n PSF) Pg NA Ct, NA CATi N/ Pf NA Ce NA Lu NA Cs NA Snow Duration NA Code / Misc Criteria Bldg Code. FBC 6th ed 201 TPI Std 2014 Rep Factors Used No FT/RT 20(0)/10(0) Plate Type( s): WAVE ply: 1 SEQN 1629 / 151 1 HIP Cust RR8975 JRef IVVaf89750066 Qty 1 FROM FIMT DrwNu 115 18 1231 30075 KM / VVHK 04/25/2018 9110,11 47' 14 Deli Criteria PP Deflection in loc L/defl L/# VERT(LL) - 0 023 B 999 360 VERT(TL), 0 059 B 999 240 HORZ(LL): - 0.010 D - - HORZ(TL). 0 012 D Creep Factor: 2 0 Max TC CSI: 0,803 Max BC CSI: 0.627 Max Web CSL 0.397 C E D 6X6 A Maximum Reactions (Ibs) Loc R / U /Rw /Rh /RL /W A 382 / 160 /4 9 D 443 / 105 /1 5 C 311 1211 /1 5 Wind reactions based on MWFRS A Min Brq Width Req = 1 5 D Min Big Width Req = - C Min Brg Width Req = - Bearing A is a rigid surface Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) VIEW Ver 17.02 01A,1 115,21 Chords Tens.Comp, A - B 449 -749 We", 0., 6EN' s 00 X COA aWON` AL Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens. Comp. A-E 696 -406 Maximum Web Forces Per Ply (Ibs) Webs Tens, Comp, B - E 446 -763 04/25/ 2018 WARNING**- READ AND FOLLOW ALL NOTES ON THISi DRAWING I IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlin& shipprn, installing and bracing. Refer to and follow the latest edition of BCSI (Building t SafetyInformation, by TPI an SBCA) safety ractices prior to performing these functions, Installers shall provide temporary BCS I. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom ghord shall have a pro erly d ceilingLocationsshownforermanentlateralrestraintofwebsshallhavebracin910PPyp installed per BC I sections 83 B7 or 53e platestoeachfaceopirussandpositionasshownaboveandontheJoinDetails, unless noted otherwise. Refer to Is 16OA- Z fb a division of from this drawinuu, failure to build the seal onthisdrwigorcoverpageforthe design shown. The suitability i tji, or ror nartaiini, snippin?, instanatic acceptance ofproessionAie ,,Vineer any structure is the responsib of th, rat notes bade and these web sites AL -PINE www. TPI www. twrist Ora SBCA www. 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: N333522 Ply 1 SEON 1630 / T42 1 HIP Cust RR8975 JRef 1 Waf89750066 VARIOUS ,9A619A7 ,258SE/258MA/258TA ,RAO1 Oty 2 FROM RDG DtwNo- 115-18.1231.30186 Truss Label: HJ2 iSN 1 WHK 04l25l2018 6" 6 A Loading Criteria (psf) j Wind Criteria TCLL 2000. Wind Std ASCE 7.10 TCDL 17 00 Speed 150 mph BCLL: 0.00 Enclosure Closed BCDL: 1000 Risk Category. II Des Ld 4700 EXP C Mean Height: 20.90 If 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 GCpL 0.18 Wind Duration. 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set " 1313" uses design values approved 1/30/2013 by ALSC Loading Hipjack supports 1-10-0 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS Additional Notes Provide (2) 0.131"x3.0", min- toe -nails at top chord. Provide (2) 0.131"0.0", min toe -nails at bottom chord 12 C4.24 Snow Criteria (Pg.Pf in PSF) Pg NA Ct NA CAT N/ Pf NA Ce NA Lu NA Gs: NA Snow Duration: NA Code/ Misc Criteria Bldg Code FBC 6th ed 201 TPI Std 2014 Rep Factors Used. No FT/RT.20(0)/10(0) Plate Type(s). WAVE r- 00 1 Defl/CSI Criteria Maximum Reactions (Ibs) PP Deflection in loc L/defl L/# ; Loc R / U / Rw / Rh l RL / W VERT(LL)- NA B 102 / 51 /_ /_ /_ / 4.9 VERT(TL). NA D 4 / - / 7 1 1.5 HORZ(LL): -0,000 D C 18 / 12 /- / 1-5 HORZ(TL) 0.001 D Wind reactions based on MWFRS Creep Factor 2.0 B Min Brg Width Req = 1.5 Max TC CSI 0 136 D Min Brg Width Req = - Max BC CSI: 0.031 C Min Brg Width Req = - Max Web CSI: 0.000 Bearing B is a rigid surface VIEW Ver 17 02.OlXl 115 21 Z08 9 e a a e S "C 0 ° COO a 8 NA 04,/25/2018 Members not listed have forces less than 375# WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingq shlppin installing and bracing. Refer to and follow the latest edition of SCSI (BuildingComponentSafetyInformation, by TPI and SBCA) fb safety practices prior to performing these functions Installers shall provide temporarryybracinperl3CSlUnlessHatedotherwise;top chord shall have proper)y attached structural sheathing and bottom chard shalt have a propePlyattachdriggidceilingLocationsshownforpermanentlatoralrestraintofwebsshallhavebrcin9insTalledperSCSIsections133, B7 or 810asapplicatFleApplyplatestoeachfaceoftrussandposdionasshownaboveandonthe oint Details, unless noted otherwise. f efer to' drawings 16QA-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc shall not be responsible for any deviation from this drawing anyy failure to build the truss in conformance with ANSI% PI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawin) or cover page . listing this drawing, indicates acceptance of pro essiona en ineering responsibilittyv solely for the design shovin. The suitabilityandroseofthisdrawingforanystructureistheresponsibilityoftheBuildingDesigiferperANSI/TPI 1 S7&c.2. or more InformatIon see. thisjob's general notes page and these web sites. ALPINE: www.alpmeitw. com. TPI: www.to nsLaro SBCA. wwwsbcmdustrv. coin ICC www iccsaf A T r4lrnNv 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Gable Stud Reinf orcement Detail ASCE 7-10: 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or- 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = LOO Ors 140 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1,00 Or, 1?D -1, Wind Cn ed 1,' hi»r, }boiml,+ pnrfl,nii., c„ -. n 1- _ inn 2x4 Brace Gable Vertical Spacing Species Grade No Braces 1) 1x4 'L' Brace is 1) 2x4 'L' Brace w 2) 2x4 'L' Brace w 1) 2x6 'LBrace 2) 2x6 'L' Brace Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B 4-> 1 / #2 3' 10' 6' 7' 6' 10' 7' 9' 8' 1' 9' 3' 9' 7' 12' 2' 12, 8' 14' 0' 14' OR U S P F 3 3' 8' 5' 9' 6' 2' 7' 8' 7' 11' 9' 1' 9' 6' 12, 0' 12' 6' 14' 0' 14' 0' F Stud 3' 8' 5' 9' 6' 1' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' U Standard 1 3' 8' 4' 11' 5' 3' 6' 7' 7' V 8' 11' 9' 6' 10' 4' 11' 1' 14' 0' 14' C' 1 4' 0' 6' 8' 6' 11' 7' 10' 8' 2' 9' 4' 9' 8' 12' 4' 12' 9' 14' 0' 14' 0' a S P 2 3' 10' 6' 7' 6' 10' 7' 9' 8' 1' 9' 3' 9' 7' 12' 2' 12' 8' 14' 0' 14' 0' 3 3' 9' 5' 3' 5' 7' 6' li' 7' 5' 9' 2' 9' 7' 10, 11' 11' 8' 14' 0' 14' 0' cu D P L Stud 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' 10, 11' 11' 8' 14' 0' 14' 0' Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' 8' 11' 9' 8' 10' 4' 13' 1' 14' 0' U i / #2 4' 5' 7' 6' 7' 9' 8' 10, 9' 3' 10' 7' 11' 0' 13' 11' 14' 0' 14' 0' 14' 0' J (- ( 3 4' 2' 7' 1' 7' 9' 8' 9' 9' 1' 10' 5' 10, 10, 13, 9' 14' 0' 14' 0' 14' 0' U C Stud 4' 2' 7' 1' 7' 6' 8' 9' 9' 1' 10' 5' 10, 10, 13, 9' 14' 0' 14' 0' 14' 0' O Standard 4' 2' 6' V 6' 5' 8' 1' 8' 8' 10' 5' 10, 10, 12, 8' 13' 7' 14, 0' 14' 0' 1 4' 7' 7' 7' 7' 11' 9' 0' 9' 4' 10, 8' ill 1' 14, 0' 14' 0' 14' 0' 14' 0' P 2 4' 5' 7' 6' 7' 9' 8' 10' 9' 3' 10' 7' 11' 0' 13' 11' 14' 0' 14' 0' 14' 0' 3 4' 4' 6' 5' 6' 10' 8' 6' 9' i' 10' 6' 10, 11' 13' 4' 14' 0' 14' 0' 14' 0' Q D rc L Stud 4' 4' 6' 5' 1 6' 10' 8' 6' 9' 1' 10, 6' 10' 11' 13' 4' 14' 0' 14' 0' 14' 0' Standard 4' 2' 5' 8' 6' 0' 7' 6' 8' 0' 10, 2' 10, 10, 11' 10, 12' 7' 14' 0' 14' 0' 1 / # 2 4' 10' 8' 3' 8' 7' 9' 9' 10, 2' 10' 7' 12, 1' 14' 0' 14' 0' 14' 0' 14' 0' C S P F 3 4' 7' 8' 2' 8' 5' 9' 8' 10, 0' 11' 6' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' L3 U I I F Stud 4' 7' 8' 2' 8' 5' 9' 8' 10, 0' ill 6' 12' 0' 14, 0' 14' 0' 14' 0' 14' 0' O I 7 Standard 4' 7' 7' 0' 7' 5' 9' 4' 10, 0' 11' 6' 12, 0' 14, 0' 14' 0' 14' 0' 14' 0' X 1 5' 1' 8' 5' 8' 8' 9' il' 10, 3' il' 9' 12, 3' 14' 0' 14' 0' 14' 0' 14, 0' S P 2 4' 10' 8' 3' 8' 7' 9' 9' 10, 2' 11' 7' 12' V 14' 0' 14' 0' 14' 0' 14' 0' 3 4' 9' 7' 4' 7' 10, 9' 8' 10, i' 11' 7' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' D P L Stud 4' 9' 7' 4' 7' 10' 9' 8' 10' V 11' 7' 1 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 7' 6' 6' 6' 11' 8' 8' 9' 3' 11' 6' 1 12' 0' 1 13' 7' 14, 0' i 14' 0' 14' 0' About z able Truss Diagonal brace option, vertical length may be T i # doubled when diagonal 18' brace Is used. Connect I diagonalbracefor60011i L• at each end. Max web i Brace total length Is 14'. 1K A 2x6 DF-L #2 or better diagonal r Vertical length shown 1 bracei single 8• In table above, or double cut 45' as shown) at L 1 upper end. of Connect diagonal nt midpoint of vertical web. Refer to chart "dove VARNDKdm READ AND fvt.LDV ALL NaTEs DN Ttiis milvig i s wwDiQRTMT RIRNISH MS CRAVING TD ALL CaNTRACITIiS DICLUDW.. Th£ D#STALLERS.2 0 Trusses require rxtrene core h fabricating, handing, shipping, Installing and bradnp Rrf Ito ndf followthelatesteditionofBCSI (Bultding Component Safety Information, by TPI and SBCA) f 'ty a practices prior to perfonng these functions. Installers shall provide temporary bracing S CSL unless noted otherwise, tap how chordshaltproperty attached structural sheathing and lot choral shale have a property attached ;V ceMng. Locations slab- for per,anent Iateral restroht haveajjI7 { j j nl l shall bracing hstatted per i sections 03, B7 - 210, as applicable. Appy plates to ea xf oftrussandpositionasshownabowandontheJointDetaks, unless noted otherwise. Refer to drawings IW-2 for standard pate positions, y' ANITWGOP+ 1PAW Alpine, a division of ITV Belding Components Gran Inc. shall not be responsible for any devia this dr,", any failure to build the truss In conformance with At6l/TPI 1, or for handling, shippin installation s bracMB of trusses. A seat on this dmvbV or cover page Rstig this drawing, Mcates acceptencr of professional t,. 13723i Ri ,pom, Drive rxspor tLy sWeby for the design slaw+, The slit and use of this d-.N t1Sui3et200 far any sirvco_o $the respaessiWhly of the BJdrg Designer Per A1#SI/TPI t S-Z y1 M2rylaredt Haights.l 10063043 For more Information see this job's general notes page and these web sites, ALPINww.ntpi wbtw.comi TPh wwa.tpnstarg) SBCM eswsbclndustry.org) ICo wsek".fe.crg i a ##,, R w J s A eeaw 4¢p R m ee e,e, Bracing Group Species and Grades, Group A: S nice-Pine- FIr Hem-Fh- 1 / #2 Standard # 2 Stud 3 Stud #3 Standard Dose las Fir - Larch Southern Pineww 3 #3 Stud Stud Standard Standard Group B: Hem- FIr 1 & Btr 1 Do u Ins Fir -Larch Southern Pinewww 3 #1 2 # 2 Ix4 Braces shall be SRB (Stress -Rated Board). wwFor Ix4 So. Pine use only Industrial 55 or Industrial 45 Stress - Rated Boards, Group B values my be used with these grades, Gable Truss Detail Notes; 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' outtookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with 10d (0.128'x3t' min) ndls. A For (1) ' L' brace- space malts at 2' o.c. In 18' end zones and 4' o.c. between zones. X 31EfFor (2) ' L' braces, space nails at 3' o.c. In 18' end zones and 6' O.C. between zones. L' bracing must be a minimum of 80% of web member length. Gable Vertical Plate Sizes Refer to conmom truss design for peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detail. REF ASCE7-10- GABi6015 DATE 10/01/ 14 DRWG A16015ENC101014 Vertical Len tfi No Slice Less than 4' 0' 2X3 Greater than 4' 0', but less than 11' 6' 3X4 Greater than li' X, TOT. ED, 60 PSF X, SPACING 24, 0' Gable Stud Reinforcement Detail ASCE 7-10: 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 r 140 MPH Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Om 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 firm l?n mph _ni 4 fneorl 4n, u— , NninL,+ C..,•+i„ii,, r------- c.,...... S 2x4 Brace Gable Vertical pacing Species Grade No Braces 1) Ix4 'L' Brace . i) 2x4 'L' Brace . 2) 2x4 'L' Brace *0' 1) 2x6 'L' Brace . 2) 2x6 'L' Brace Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B N 1 / #2 3' 8' 6' 3' 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' 11' 7' 12, 0' 13' 9' 14' 0' U S F 3 3' 6' 5' 5' 5' 9' 7' 2' 7' 7' 8' 8' 9' 1' 11' 3' 11' li' 13' 7' 14' 0' H F Stud 3' 6' S' 4' S' $' 7' 2' 7' 7' 8' 9' i' ii' 2' il' li' 13' 7' 14' 0' O I I 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' 8' il' 9' 8' 10, 4' 13, 1' 14' 0' 3' 10' 6' 4' 6' 7' 7' 6' 7' 9' 8' 31' 9' 3' 11' 9' 12' 2' 13, 11' 14' 0' SF3' 8' 6' 3' 6'6'7' 5' 7' 8' 9' 9'2'11' 7' 12' 0' 13, 9' 14' 0' R#2 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' 8'9'9' 1' 10, 1' 10, 10, 13, 8' 14' 0' d0j DFL3' 7' 4' 10' 5' 2' 6' 5'6' 11' 8' 9' 9' i' 10, 1' 10' 30' 13' 8' 14' 0' 3' 3' 4' 3' 4' 7' 5' 8' 6' 1' 7' 9' 8' 3' 8' 11'9' 7' 12' 2' 13' 0' 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' 10' 1' 10' 6' 13' 3' 13' 9' 14' 0' 14' 0' S P F 3 4' 0' 6' 7' 7' 5' 8' 4' 8' 8' 9' 11' 10' 4' 13, 1' 13' 7' 14, 0' 14' 0' U N F Stud 4' 0' 6' 7' 7' 0' 8' 4' 8' 8' 9' 11' 10' 4' 13, i' 13' 7' 14' 0' 14' 0' O 1 Standard 4' 0' 5' 8' 6' 0' 7' 6' 8' 0' 9' 11' 10' 4' 11' 10 12, 8' 14' 0' 14' 0' 1 4' 5' 7' 3' 7' 6' 8' 7' 8' 11' 10' 2' 10' 7' 13' 5' 13, 31' 14' 0' 14' 0' 11 S 2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' 10' 3' 10' 6' 13' 3' 13' 9' 14' 0' 14' 0' 3 4' 1' 5' 11' 6' 4' 7' 11' 8' 5' 10, 0' 10' 5' 12' 5' 13, 3' 14' 0' 14' 0' Q) D F L Stud 4' 1' 5' 11' 6' 4' 7' 11' 8' 5' 10' 0' 10' 5' 12' 5' 13' 3' 14' 0' 14' 0' Standard 4' 0' 5' 3' 5' 7' 7' 0' 7' 6' 9' 5' 10' 2' ill 0' 11' 9' 14' 0' 14' 0' 1 / #2 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' 10, 1' 11' 6' 14' 0' 14' 04 14' 0' 14' 0' S P F 3 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' 10, ill 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' U LJ F Stud 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' 10, ill 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' O Standard 4' 5' 6' 6' 6' 11' 8' 8' 9' 3' 10' 11' ll' S' 13' 7' 14' 0' 14' 0' 14' 0' X 1 4' 10' 8' 0' 8' 3' 9' S' 9' 9' 13' 2' 11' 8' 14' 0' 14' 0' 14' 0' 14' 0' S 2 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' 11' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' 3 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' li' 0' ill 6' 14' 0' 14' 0' 14' 0' 14' 0' D F L Stud 4' 6' 6' i0' 7' 3' 9' i' 9' 7' i1' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 5' 1 6' i' 1 6' 5' 1 8' 1' I 8' 7' 1 10' 11' 11' 5' 12, 8' 13' 7' 14' 0' 14' 0' About t/Gable Truss Diagonal brace option, vertical length may be T doubted when diagonal 18• A brace Is used. Connect I diagonal brace for 690# at each end. Max web i Brace total length Is 14'. 2x6 DF-L #2 or better diagonal Vertical length shown j braces single 11143T N NdlNtf> In table above. or double cut $• 3K 45' (as shown) at upper i se>S4e ° Connect diagonal at g* j •* midpoint of vertical web. Refer to chart Ove or ri xxe able ver is er WARKINGWs READ ANII FOLLOW ALL NOTES ON THIS DRAWDO :! i af. 1NPOiTANNTin f1.WQSH THIS DRAVOIG TO ALL COITRACTONS INICIDDBI6 THE INSTALLERS.S s Trusses requFe extreme care in fabricating handing, shipping, installing and brocNpa. Refto40 fallow the latest edition of SCSI (Busdhp Component Safety Inforxmton, by TPI and SBCA) f ye m practices prior to performing these functions, Installers snail provide tenporarY bracing tides' property noted otherwise, top chord shall have property attached structural sheathig and bo chor#1 yg p Al'{' rshallimveaattachedrWCeiling, Locations shown ffarperwe manent lateralrestraintbsS a 0 ° shalt hourbrociginstalledperSCSIsectionsB3, B7 or 11110, as applicable. Apply plate' to ea 00a + FE ofLrU's and position as show+ above and on the .Joint Details, unless noted otherwise. Q Referto drawings 16OA-1 for standard plate positions. Alpine, a dWlsbn of ITV BAl C nents Cr ere w d'ngompooupInc, shalt rat be responsible for an vio •s w , AN RW C3DMPMlNY this drawig, any failure to bWtd the truss in conformance IHn ANSI/TPI 3, or for hand 's use we tallaton s brodng of trusses. L' e's w,eae" A seat on this drcwig or cover pope tlstMg this lowing, idcates ocaeptamcr of professional 137231 Rivetpnrt? Drive responsli)1tNty solely for thestructurer shown. They/]p } Baiter 200 for any structure Is the esponstA ty, of the BWlddg De per AN SVTPl 1 Sec2. f '"' N., a 11 Mxy1d%1. Heighls,t MOt 63043 far mare infawatbn see this Job's general notes page and these web sittia tl # `1 ALPD#, nn.olpineltw. com) TPI, wwwApinstorgi SBCA, www.sbchdustryorgi ICG w Xasofearp Bracing Group Species and Grades, Group A: Spruce - Pine -Fir Hen-Ftr 1 / #2 Standard 1 #2 Stud 3 Stud #3 JiStanda,d Dou ios FIr- Larch Southern Phew.. 3 #3 Stud Stud Standard Standard Group Bi Hen - Fir 1 4 Btr i Dou as Fir - Larch Southern Pine... 1 #1 2 1 1 # 2 ix4 Braces shall be SRB (Stress -Rated Board). For Ix4 So. Pine use only Industrial 55 or Industrial 45 Stress - Rated Boards, Group B values may be used with these grades. Liable Truss Detail Notes; Wind Load deflection criterion Is L/240. Provide uplift connections for 135 plf over continuous bearing (5 psf TC Dead Load). Gable end supports toad from 4' 0' outtookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with 10d (0128'x3.0' min) nits. 3iE For 0) ' L' brace, space palls at 2' o.c. In Is' end zones and 4' o.c. between zones. iK )Wor (2) ' L' braces, space nails at 3' o.c. In IS' end zones and 6' o.c. between zones. L' bracing must be a minimum of 807 of web member length. Gable Vertical Plate Sizes Vertical Len tin No SDUce Less than 4' 0' 2X4 Greater than 4' 0', but 4X4 less than Refer to common truss design for peak, splice, and heet plates. Refer to the Building Designer for conditions not addressed by this detail. REF ASCE7-10- GAB16030 DATE 10/01/ 14 DR W G A16030ENC101014 AX. TOT, LD. 60 PSF SPACING 24.0' Gable Stud Reinforcement Detail ASCE 7-10i 180 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or- 160 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1,00 Orr 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 lire, tin ,.L. n.n.,.a r,.- ,c, 2x4 Brace Gable Vertical Spacing Species Grade No Braces Q) ix4 `L' Brace w 1) 2x4 'L' Brace w 2) 2x4 'L' Brace wl 1) 2x6 'L' Brace w 2) 2x6 'L' Brace Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B S I / #2 3' 6' 6' 0' 6' 3' 7' 1' 7' 4' 8' 5' 8' 9' 11' i' 11' 7' 13' 3' 13' 9' 0) U 1- 3 3' 4' 5' V 5' 5' 6' 9' 7' 3' 8' 4' 8' S. 10' 7' 11' 4' 13, 1' 13' 7' HF Stud 3' 4' 5' 0' 5' 4' 6' 9' 7' 2' 8' 4' 8' 8' 10, 6' ill 3' 13' 1' 13' 7' Q Standard 3' 4' 4' 4' 4' T 5' 9' 6' 2' 7' 10' 8' 5' 9' 1' 9' 8' 12' 4' 13, 2' 1 3' 8' 6' Y 6' 4' 7' 2' 7' 5' 8' 6' 8' 10, 11' 3' ill 8' 13' 4' 13' 11' S P 2 3' 6' 5' 9' 6' 2' 7' 1' 7' 4' 8' 5' 8' 9' 11' 1' 11' 7' 13, 3' 13, 9' 3 3' S' 4' 7' 4' 10' 6' i' 6' 6' 8' 2' 8' 9' 9' 6' 10, 2' 12' ii' 13' 8' DFL Stud 3' 5' 4' 7' 4' 10' 6' 1' 6' 6' 8' 2' 8' 9' 9' 6' 10' 2' 12, ill 13, 8' Standard 3' 1' 4' 0' 4' 3' 5' 4' 5' 9' 7' 3' 7' 9' 8' 5' 9' 0' 11' 5' 12, 3' S 1 / #2 4' 0' 6' 10' 7' 2' 8' I' 8' S' 9' 8' 10' 1' 12, 9' 13' 3' 14' 0' 14' 0' 1n 3 3' 10, 6' 2' 7' 2' 8' 0' 8' 4' 9' 7' 9' 11' 12' 7' 13' 1' 34' 0' 14' 0' U H F Stud 3' 10' 6' 2' 6' 7' 8' 0' 8' 4' 9' 7' 9' I1' 12' 7' 13, 1' 14' 0' 14' 0' 0) Q Standard 3' 10, 5' 4' 5' 8' 7' l' 7' 7' 9' 7' 9' ill ill 1' Ill Si' 14' 0' 14' 0' 1 4' 3' 7' 0' 7' 3' 8' 3' 8' 6' 9' 9' 10' 2' 12' 11' 13' 5' 14' 0' 14' 0' 2 4' 0' 6' 10' 7' 2' 8' 1' 8' 5' 9' 8' 10, 1' 12' 9' 13, 3' 14' 0' 14' 0' 3 3' ill 5' 7' 5' 11' 7' 5' 7' 11' 9' 7' 10, 0' i7' 8' 12' 6' 14' 0' 14' 0' D P L Stud 3' 11' 5' 7' 5' 11' 7' 5' 7' 11' 9' 7' 10, 0' i1' 8' 12, 6' 14' 0' 14' 0' Standard 3' 9' 4' 11' 5' 3' 6' 7' 7' 0' 8' ill 9' 6' 10' 4' ill i' 14' 0' 14' 0' S P P 1 / #2 4' 5' 7' 7' 7' 10' 8' 11' 9' 3' 81 Ill 1' 14' 0' 14' 0' 14' 0' 14' 0' C 3 4' 3' 7' 2' 7' 7' 8' 10' 9' 2' 10' 6' 10, ill 13, 10, 14' 0' 14' 0' 14' 0' U H P Stud 4' 3' 7' l' 7' 7' 8' 10' 9' 2' 10, 6' 10, it, 13' 10, 14' 0' 14' 0' 14' 0' Q 1 7 Standard 4' 3' 6' 2' 6' 6' 8' 2' 8' 9' 10' 6' 10, Ill 12' 10' 13' 9' 14' 0' 14' 0' X 1 4' 8' 7' 8' 7' 11' 9' 0' 9' 5' 10, 9' 11' 2' 14' 0' 14' 0' 14' 0' 14' 0' d S P 2 4' 5' 7' 7' 7' 10' 8' ii' 9' 3' 10, 8' 1l' i' 14' 0' 14' 0' 14' 0' 14' 0' 3 4' 4' 6' 5' 6' ifl' 8' 7' 9' 12' 10' 7' ill 0' 13' 5' 14' 0' 14' 0' 14' 0' D P Stud 4' 4' 6' 5' 6' 10' 8' 7' 1 9' 12' 10' 7' 11' 0' 1 13' 5' 1 14' 0' 14' 0' 14' 0' Standard 4' 3' 5' 8' 6' 1' 7' 7' 1 8' 1' 10' 3' 10' 11' il' 11' 12' 9' 1 14' 0' 14' 0' Bracing Group Species and Grades Group A; Spruce -Pine -Fir Hem -Fir 1 / #2 Standard #2 1 Stud 3 Stud 1 1 #3 IStanclard Dou tas Fir -Larch Southern Pinewww 3 #3 Stud Stud Standard I Standard Group B; Hem -Fir 1 & Btr 1 Dou las Fir -Larch Southern Pinewww 1 1#1 2 #2 ix4 Braces shalt be SRB (Stress -Rated Board), wwFor ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these grades. Gable Truss Detail Notes; Wind Load deflection criterion Is L/240. Provide uplift connections for 100 p(f over continuous bearing (5 psf TC Dead Load). Gable end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang, AboutjAttach 'L' braces with 10d (0.128'x3.0' min) malls. nbie Truss ilf For (1) 'L' brace, space malts at 2' o.c. In 18' end zones and 4' o.c. between zones. Diagonal brace option r ilOWor ( 2) 'L' braces+ space malls at 3' o.c. vertical length may be 1 T In 18' end zones and 6' o.c. between zones. doubled when diagonal i j$' 'L' bracing must be a minimum of 80% of web braceIsused. Connect I member length. diagonal brace for 77541 at each end. Max web Brace Gable Vertical Plate Sizes total length Is 14', j j 1{( Vertical Len th No Ice 2x6 DF-L #2 or Less than 4' 0' 2X3 better diagonal Greater than 4' 0', but 4X4 bracessine31}T1 ! }1}}}} Verticallengthshowngt / less than 10' 0' In table above. ar double cut 1$' A f{sad{ 45• (as shown) at L 1 ' +Refer to common truss design for upper end, iw s w peak, splice, and heel plates. t Connect dtagona of .$' ' Refer to the Building Designer for conditions midpoint of vertical web. Refer t0 chart Ove s1hOr m x able ver Ca n +"'n. not addressed by this detail.. WARNBORm READ AND -DFMT nJWM n= DRAWINGALL'LL CnrlaMIES MaXIIIING THE DWALUM ; REF ASCE7-10-GAB18015 Trusses require extreme cars In fabricating, hnnd4rq, .hloaft, I statlft and b=S lint s fallow the latest edition of SCSI (Bus Jti t Safet Information, DATE 10 / 01 / 14 Practicesg Ctxyxonen y by iPI and SBCA) f t prior to performYy the" functions, Installers shall provide ter}orerY brachfl BCS1• e tides. noted oth i", top chord shall have property attached structural sheathnp aM bat c shall have a properly attached r ceAMp. Locations shown far pervanent lateral restral weg5 a , DRwG A18015ENC1fl1014 shot' have brochp Installed per BCSI sections S3, 17 or RIO, as applicable. 0 oftrussandpositionasshownaboveandontJointDetails, unless rated otherwise. p y, Refertodrashgs16OA-2 for stantlard plat: positions. r "' 1Y Alpine, a 011slon of ITW Banally components Croup Inc. shall not bbt e respanstfararty d.W.AN eaaw` sw this rawllgartyfailuretobuildthetrussinconformancewithANSI/TPI 4 or far hood wsww w# e e installation t b-ding of trusses. D Sh AP'n ' •' > ' MAX, TOT. LD, 60 PSF A seat am this drawing or cover Pape ibtft this d-wlyd , Ycabes acceptanceof professional I3723? RlverporTtDrivertsporsdtttysolelyforthedeslpnwhomthesnreabRityanduseofthiswtry +t N /j 1. Suite'. 200 ar any str"_sp !q thw of the &"irp Bespner per Att.1 .0 1 See.2. # Y f"'I Marfiandi Heighls i MO1 6a043 for more Information see this job's general notes page aril these web sites+ f1l B0IIB} ' ALPIW, eww, alpl+eitecomi TPL www,tpi-t.a gi SBCN-OcIndustry.orgl Icc, wew,kcsafe,ag /Mls MAX. SPACING 24,0' CLR Reinforcing Member Substitution This detail is to be used when a Continuous Lateral Restraint (CLR) is specified on a truss design but an alternative web reinforcement method is desired. Notes: This detail is only applicable for changing the specified CLR shown on single ply sealed designs to T-reinforcement or L-reinforecement or scab reinforcement. Alternative reinforcement specified in chart below may be conservative. For minimum alternative reinforcement, re -run design with appropriate reinforcement type. Web Member Specified CLR Alternative Reinforecement Size Restraint T- or L- Reinf. Scab Reinf. 2x3 or 2x4 1 row 2x4 1-2x4 2x3 or 2x4 2 rows 2x6 2-2x4 2x6 1 row 2x4 1-2x6 2x6 2 rows 2x6 2-2x4(MO 2x8 i row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6<*) T-reinforcement, L-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's sealed design. I() Center scab on wide face of web. Apply (1) scab to each face of web. T_Reinf orcement of L-Rein forcement: Apply to either side of web Attach with 10d (0.128'x3.0',m at 6' o.c. Reinforcing member a minimum 80Z of web member length. Scab Reinforcement: Apply scab(s) to wide face of web, No more than (1) scab per face. Attach with 10d (0.128'x3.0',min) nails at 6' o.c. Reinforcing member Is a minimum 80/ of web member length. ssVARNBOW READ NO FMLW ALL MMS DH TKM SRAVIIQ D4fRTAMiss FUMSM TM DRAVIMG TO ALL CORTRACMIRS DYIODDJG THE DWALLUM Trusses regw-e extrene care In fabricating, handling, shipping, instalting and brncMg. Ref follow the latest edition of SCSI (Bustling Component Safety Information, by TP1 add SSCA7 for Practices prior to performing these functlons. Installers shall provide temporary bracing Ileess noted otherwlu, top chord shalt have propery attached structural sheotltlnp and bo shag have a property attached rigid celhg. Locations shorn for permanent lateral restraint I of t have and post ion asetl per SCSI sand on S3, S'7 or Details, as unless Apply prates to to of truss and position as shown above and a the Joint Detass, unless noted otixrwlse. R"Fer to db asbgs 16d9-2 for standard plate posltioM. M AN ime, a division of ITV lusdi,g components Group Inc. shall not be responswt for any deviatiWthisdrawinganyfail" to build the truss in callornance with AtM/TPI L or for handling, ship Installation % bracing of trusses. A seal on this drawing or cover page ttsthg this drawing, indicates acceptance of professional 43723\ RiverpoRo Drive reap y solely far tin design shosn 1yx and use of this dra Sucre 200 or a++Y strucAre m tl+r respor sbitly of the Susdirg Desipw.rper AfSl/TPI i Sec2. wM+O vlarylandl Heights.'. iA0`•. 63043 for more in,formatiw, zee this Job'z general notes page and these seb sites+ ALPISEi swwatpheits,corti TPL m.tpMst.or SSC. rwssbci dustry,org) ICC, sswJccsafe.org T-Reinf. or L-Reinf. T-Reinf. L-Reinf. Scab f T L PSF REF CLR Subst. C DL PSF DATE 10/01/14 0 _BC DL PSF DRWG BRCLBSUB1014 w + A BC LL TOT. LD. PSF PSF t+ 2018 DUR. FAC. SPACING T' Reinforcing Member Gable Truss Gable Detail Fc1r I Pt-3n VPh^tirnl Gable Truss Plate Sizes ppropriate Alpine gable detail for e sizes for vertical studs, Engineered truss design for peak, b, and heel plates. vertical plates overtop, use a te that covers the total area of lapped plates to span the web. e: 2* 2X 2X8 Provide connections for uplift specified on the engineered truss design Attach each 'T' reinforcing member with End Driven Nails= 10d Common (0.148'x 3.',min) Nails at 4' o.c. plus 4) nails In the top and bottom chords. Toenailed Notts, 10d Common (0.148'x3',min) Toenails at 4' o.c. plus 4) toenails In the top and bottom chords, This detail to be used with the appropriate Alpine gable detail for ASCE wind load. ASCE 7-05 Gable Detail Drawings A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 ASCE 7-10 Gable Detail Drawings A11515ENCIDIO14, A12015ENCIOIO14, A14015ENC101014, A16015ENC101014, A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, A11530£NC101014, A12030£NC101014, A14030ENC101014, A16030ENC101014, A18030ENC101014, A20030ENC101014, A20030END101014, A20030PEDIOIO14 S11515ENCIGOS15, S12015ENC100815, 514015ENCIOOBI 15, 518015ENC100815, 520015ENCI00815, S20015END 00151 Di0 y S11530ENC100815, 512030ENC100815, 514030E 00 0310 518030ENC100815, 520030ENC100815, 5200 # t p o,, r See appropriate Alpine gable detail for mn ' ieLII% ed v4f j' T' Reinforcement Attachment Detail T' Reinforcing 'T' Reinforcing Member Member Toe -nail - Or - End -null 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. eb Length Increase w/ "T' Brace Example= ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Gable Vertical = 24'o.c. SP #3 T' Reinforcing Member Size = 2x4 T' Brace Increase (From Above) = 307 = L30 1) 2x4 'L' Brace Length = 8' 7' Maximum 'T' Reinforced Gable Vertical Length 1.30 x 8' 7' = 11' 2' T' Reinf. Mbr. Size T' Increase 2x4 30 2x6 20 wKWARIMCIA s READ AND FOLLOW ALL MMIES aM THIS WAVING - DFQ2TANT>a FMOSH TMIS DRAWING TO ALL CONTRACTORS R CLUDDNG THE biT `' s REF LET -IN V E R T Trusses req.1re extreme care h fabtcatlg, handling, shipping, MstaUtng and braclg, Refs t`an0 fat4oe the latest edition of SCSI (Budding Component Safety Information, by TPI and SBCA) f safetw 0 ATE 10/01/14 practices prior to performhg these functions. Installers shall provide temporary bracbg BCSL z Uniess J, I- D R W G G B L I_ E T I N 1014w noted otherwise, top chord shag have property attached structural sheathing and bo shall have a property attached rigid ce&bg. Locations shown for permanent lateral rest= we 1. -° w Q ® shall have bracing Installed per SCSI secttons 33, 87 or 210, as applicable. Apply plates to to f of truss and sltlon as shown above and on the Joint Details, uMess noted otherwise, e Refer to dra gs 160A-Z for standard plate poshtlwm Atple, a division of ITV Buddlg Conpanents Group Inc, be wa weA°#""+•+"' ` 11+) shall not respons t, for any deviation this drawing, any failure to build the truss an conformance with ANSI/TPI 1, or for hnndMp, shy plg, stagation 16 braclg of trusses. j°I g, # MAX. TOT, LD. 60 PSF A seal an this drawingor cover acceptance of professi.-I vie( lyg t DUR. FAC, ANY1AL13723, R.,erpori Gnve responsibility solely for the shown. The uitnbttty and ust of this Gump n,S.le1200 far am structure is the responsibility of to suldlw DesWner per ANSI/TPI I sect. 0A / 201, MAX, SPACING 24.0' Ma,yiand+. Heights,`, M,O`,. 83043 far more infarmatlon set this ,Job's general notes page and these web sites, ALPINE, www.alpineitw.conl TPI- www.tpinst. ) SBClu wsw.sbclndustry.orgl ICC, ww.iccsafe.org 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 I 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 shalt be located at the end of through the connector plate(s) in truss members using the the slot farthest from the joint line, nail type specified below to increase the lateral resistance of the connector plate(s) having a shortage of required Use a maximum of 2 nails per square inch of plate area, effective teeth. Nail Type Duo -Fast CS157 1.5' x 0.105' Smooth Shank Coil Nail Material Connector Plates Substitution SP, DF-L, HF, SPF Alpine 20-gage Wave 1 Nail replaces 2 teeth SG >= 0,42) Alpine 20-gage H 1 Nail replaces 2 teeth Alpine 18-gage S i Nail replaces 2 teeth Nail Type 0.131' x 1,5' Box or Gun Nail Material SP, DF-L, HF, SPF SG >= 0,42) Connector Plates Alpine 20-gage Wave Alpine 20-gage H Alpine 18-gage S Substitution i Nall replaces 3 teeth 1 Nail replaces 3 teeth 1 Nail replaces 3 teeth J 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 shalt 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 verticatty (2x-) and trusses with Lumber oriented horizontally Qx2 and 4x2), Line Typical Joint Configurations, Thiss ei\c 4. 9 4-s OW Joint Configuration, yfq+F• arts* This Detail Is Applicable On y n 1 ,` ' rfr ctor Plate Has Been Offset No More Than io 'a 1/2' Frol e gn Pi w On The Truss Design Drawing. BHININISAu IS 13 AND s O DWALL ALL RCs THIS OM ° aLI'OtTANTa WARNIM t. R DRAV D U ALL CONTRACTORSNO=N THIS DRA 71f LIST r REF NAIL REINFORCEMENT w, Trusses require extrene care In fobricatpp, handUng shippk p, IustatUng and }gating, Refer to art fotow the (*test edition of 3CSi (Building Component safety Information, by TPI ana srtcv ft practic s prior to perfornina these fuanctlons. Instatters shall provide temporary bracing 1* chardtWossnotedotherwise, top chord shalt have property attached structural sheathhg oMA'.or" shatt have a property attached rid ctlt:ag. t_ocotlons shown for tat t # v r S DATE 10/01/14 DRWG REPPLTNLI014 FEoft permanent era4 rrstr hve nd to tas s own SCSabo and on th J or Det as apptjcunless no dot pi*trs tl foftrussandsitionassheenaboveandnsthe7bDetails, vArzs t.. A otMr.lu. Refer to drawings 16OA-2 for ztnndard ptate pos/tiorrs. ANfTWe'A'fl' A4*., a dMston of ITV BAdkV Caa—t. Group I— shalt not be responsR,ta for u4 deviathisdrowft, any faitwx to bLAd the truss to confo•nance witn ANSI/TPI 1, or for handkz stall 11 t bracbng of trusses. o aa we $ e'a.—***yew 13723, Ri ,poS. Drive A Seal On tHs draatug ar cover ~ his," this d—Ing, *.ft.t- acceptance of professlon*t resporalil3ty safety, for the d<sfgn shorn The sVt*Wlty antl nut of this draeip f b y Su fe. 200 ar any structure " IM rrsprnslblUty of the BuilAnB Designer' par' ANSi/TPi 1 Sec.? AL 3! 1 Mary3aofl Heighls,'t mot 633A3 for nore Information sure this job's general notes page aril these web sttes ALPLtEI www.atPi elteconf TPI, www.tpbnstargt SDCM wv ,Abclndustry. orILO •ww3ccs*f<aro d i n ,1 1 T Gable Stud reinforcement Detail for Stucco Cladding ASCE 7-10: 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1,00 Or, 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1,00 Or+ 140 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 nr, g?n -A, ,nnA c., A iC, :,e,,., — — o.,..+,-,,.. c -'-- r ---- m „_ _ — S 2x4 Brace Gable Vertical Spacing Species IGrade No Braces 1) 1x4 'L' Brace w 1) 2x4 'L' Brace w 2) 2x4 'L' Brace 1) 2x6 'L' Brace 2) 2x6 'L' Brace w Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B S P i / #2 3' 4' 5' 9' 5' 11' 6' 9' 7' 0' 8' 1' 8' 5' ifl' 7' 11' 0' 12' 8' 13' 2' C) U 3 3' 2' 5' 8' 5' 10' 6' 8' 6' li' 8' 0' 8' 4' 10' 6' 10' 11' 12' 6' 13' 0' H F Stud 3' 2' 5' 8' 5' 10' 6' 8' 6' 11' 8' 0' 8' 4' 10' 6' 10' 11' 12' 6' 13, 0' O Standard 3' 2' 4' 11' 5' 3' 6' 7' 6' 11' 8' 0' 8' 4' 10' 4' 10' 11' 12' 6' 13' 0' 1 3' 6' 5' ifl' 6' 0' 6' 10' 7' 1' 8' 2' 8' 6' 10' 9' 11' 2' 12' 9' 13' 3' S P 2 3' 4' 5' 9' 5' 11' 6' 9' 7' 0' 8' 1' 8' 5' 1 10' 7' 11' 0' 12' 8' 13' 2' 3 3' 3' 5' 3' 5' 7' 6' 9' 7' 0' 8' 0' 8' 4' 1 10' 7' 11' 0' 12 7' I,: 1' u D F L Stud 3' 3' 5' 3' 5' 7' 6' 9' 7' 0' 8' 0' 8' 4' 10' 7' 11' 0' 12' 7' 13' 1' Standard 3' 2' 4' 7' 4' 11' 6' 2' 6' 7' 8' 0' 8' 4' 9' 8' 10' 4' 12' 6' 13' 0' U S P F 1 / #2 3' 10, 6' 7' 6' 10' 7' 9' 8' i' 9' 3' 9' 7' 12' 2' 12' 8' 14' 0' 14' 0' 3 3' 8' 6' 6' 6' 10' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' U H F Stud 3' 8' 6' 6' 6' 8' 7' 8' 7' ill 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' a) Q Standard 3' 8' 6' 1' 6' 5' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' 1 S P 2 3 7 flJ D F i_ Stud 7' 7: 7: 0' 4' Standard 7' 7' S P F 1 / #2 4' 7' 7' 8' 8' 10' 9' 10' 7' 13' 13' 11' 14' 0' 14' 0' Ci 3 4' 0 7' 7' 8' 8' 9 10' 0' 10' i 13' 14' 0' 14' 0' L3 U H F Stud 4' 0' 7' 1' 7' 5' 8' 5' 8' 9' 10' 0' 10' 5' 13' 2' 13' 9' 14' 0' 14' 0' O Standard 4' 0' 7' 0' 7' 5' 8' 5' 8' 9' 10' 0' 10' 5' 13' 2' 13' 9' 14' 0' 14' 0' X 1 4' 5' 7' 4' 7' 7' 8' 8' 9' 0' 10, 3' 10' 8' 13' 6' 14' 0' 14' 0' 14' 0' S P 2 4' 3' 7' 3' 7' 6' 8' 6' 8' 10' 10' 2' 10' 7' 13' S' 13' ll' 14' 0' 14' 0' 1 3 4' 2' 7' 2' 7' 5' 8' 6' 8' 10- 10' 1' 10' 6' 13' 4' 13' 10' 14' 0' 14' 0' D F Stud 4' 2' 7' 2' 7' 5' 8' 6' 8' Al 13' 4' 13' 10' 14' 0' 14' 0' Standard 4' 0' 6' 6' 6' 11' S' 8' 9' 10' 0' 10' S' 13' 2' 13' 9' 14' 0' 14' 0' About L t'Goble Truss Diagonal brace option, vertical length may be T doubted when diagonal 18' brace is used. Connect Ldiagonalbracefor600# i L, at each end Max web Brace total length Is 14'. I 2x6 DF-L #2 or better diagonal 1 Vertical length shown j brace/ single In table above. 45' or double cut as shown) at L 1 upper end. Connect dlagonat at midpoint of vertical well. Refer to chart b WWAMWIGIM READ AND FMADW ALL NOTES ON TMS DRAVM ww VMTWr nJWSH TMS DRAWING TO ALL CRITRACTORS MC1IMM THE DISTALLE Trusses require extreme cart In fabricatvg, handYq, ahippvg, Instalgvg and bracing. Ref to follow the latest <adon of 8CS? <&advp Component Safety information, by TPI and SBCA> f g Practkes prim to perfor^ny these functions. Instti ers shall provide temporary bracing D@ lkaess noted otiw!rstu, top chord shall haul properly attached structural sheotiWp mrxi tom shalt have a property mttatled Hod cesing. LocatIons sh. , for Permanent tat ..1 restr. of I}77 ? shad nave bracIng Installed per 8CS? sections 83, B7 or 818, as appiicabte. Apply plates toQ1I1L—. Lit 1[ of truss and POSItbn as sh above And an the Joint Detalis, wAess noted oth—ist. I, a Refer to drowhgs 16OA-2 far standard {late positions. p AN rrW Alpte, a 4Ms,on of ITW S Adng Components Group Inc shall not bt responawxe for .any de+Aa$4 drowvg, ary falu to build the truss In conformaxe with ANSI/TPI 1, or for hnndhg, s"6 statiatbn a bradng of trusses. A swat on this drawvg or page gMtlthis drawling, tdrawling, vacates acceptance of Professional v t37231 R,p" 0,i Zcover resPotnJbAltyy solfarV. design shower The suitmbAlty mad use of this drawvg S.Al ,. 200 for any structure !s tl,e respons"Ity of if+t &Adng Designer Per AN.S[/17'I L Sec2 Maryfandi Heights,MC. 63043 for Wore Infarmatian Ste this job's general motes page and these web sites ALPD,E, www. atpineit—om, TPI, www.tpvst.org, SBCA' wwsbc4dustryarg, [CC, —Accsaf—ii or 0 Bracing Group Species and Grades+ Group A. S ruce-Pine- Fir Hem -Fir 1 / #2 IStanda, # 2 Stud 3 1Stud #3 Standard Dou tas Fir - Larch Southern Pinewww 3 #3 Stud Stud Standard Standard Group B: Hem - fir 1 & Btr 1 Dou tas FIr- Larch Southern Plne ww 1 #1 2 # 2 1. 4 Braces shall be SRB (Stress -Rated Board). wwFFor ix4 So. Pine use orgy Industrial SS or Industrial 45 Stress - Rated Boards. Group B values may be used with these orades. UcLble I russ Detail Notes: Wind Load deflection criterion Is L/360. Provide uplift connections for 75 plf over continuous bearing (5 psf TC Dead Load). Gable end supports toad from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with 10d (0.128'x3.0' min) nails. K For (1) ' L' brace, space nails at 2' o.c. In 18' end zones and 4' o.c. between zones. If )KFor (2) ' L' braces space nails at 3' o.c. '.. In IS' end zones and 6' o.c. between zones. L' bracing must be a minimum of 907 of web member tength. Gable Vertical Plate Sizes Vertical Length No Splice Refer to common truss design for peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detail. Less than 4 0' 2X3 Greater than 4' 0', but less than 11' 6' 3X4 Greater than li' 6' 9X4 MAX. TOT, t_ D. 60 PSF X. SPACING 24. 0' F ASCE7-10- GAB16015 TE 8/3/ 15 WG S16015ENC100815 I STRONGBACK BRIDGING RECOMMENDATIONS I UTT STRONGBA, BUTT STRONGBACK BRIDGING TOGETHER0 417A; 01 ATTACH SCAB WITH 10d BOX/GUN 4' -0' 2x6 <0128'x3.0') NAILS IN 2 ROWS AT SCAB 6' OC, NOTE, IN LIEU 12F SPLICING AS SHOWN, LAP STRONGBACK BRIDGING MEMBERS FOR AT LEAST ONE TRUSS SPACING STRONGBACK BRIDGING SPLICE DETAIL NOTE: Details 1 and 2 are the preferred attachment methods ATTACH STRONGBACK TO WEB W/ 0) 10d COMMON C2) 0.148'x3') NAILS OR T (4) 10d BOX/GUN 28'x3.0') NAILS 0 2) 10d COMMON (0.148'x3.0') OR BOX/GUN <0,I28'x3X') NAILS AT TOP AND BOTTOM OF 2x4 SCAB -ON BLOCK. ATTACH STRONGBACK TO BLOCK W/ (3) 10d COMMON (0.148'x3.0') NAILS OR <4)10d BOX/GUN <a128'x3,0') NAILS, M 0 STRONGBACK BRIDGING SPACING REQUIREMENTS a 10' None required 1Y to 21Yt 1 row (at curter of spart) Vtotto 30 2 fm (I at sad 4010 3 m 0 at U04 poirdo 140' a rm at 10ar- p*ts) sip-Att scab -or) blocks shall be a minimum 2x4 stress graded lumber.' No -Alt strongback bridging and bracing shall be a minimum 2x6 'stress graded lumber,' Pop -The purpose of strongback bridging is to develop load sharing between individual trusses, resulting in an overall increase in the stiffness of the floor system, 2x6 strongback bridging, positioned as shown in details, is recommended at 10' -0' o,c. (max.) pop -The terms 'bridging' and 'bracing' are sometimes mistakenly used interchangeably, 'Bracing' is an important structural requirement of any floor or roof system, Refer to the Truss Design Drawing (TDD) for the bracing requirements for each individual truss component, 'Bridging,' particularly 'strongback bridging' is a recommendation for a truss system to help control vibration, In addition to aiding in the distribution of point loads between adjacent truss, strongback bridging serves to reduce bounce' or residual vibration resulting from moving point toads, such as footsteps. The performance of all floor systems are enhanced by the installation of strongback bridging and therefore is strongly recommended by Alpine. For additional information regarding strongback bridging, refer to BCSI (Building Component Safety Information), ATTACH TO STRONGBACK BRIDGING ATTACHMENT ALTERNATIVES VA0,11149" W-0 NO FaJJ3V ALL NOMS ON THIS WAVVQ KDWMTAWr FURNISH 1 n MKVM M All. CONTRACYM VOCLUDIM TW ""Mz Ub I 'jT L PSF REF STRONGBACK T- , 7 eq-lre extreme — in foi l-tft, handkV, hipping, installing -d bracing. R.flem. FTC DL PSF DATEY' oil- the latest edition of BCSI (NAdkV Component Safety Informatlon, by TPI and SRCA) f YO practices prior to perf—Ang these functions. Installers shall provide temporary la—ft 10/01/14 shahLwss noted otherwise, top ck-al shall have property attached structural shoothinl; and bot -tAT :BC DL PSF DRWG STRBRIBR1014Athave . property attached rl& C.*k,4 Locatirs shown for permanent lateral rest-1,11: -D I sshod11, br-IrQ installed per BCSI sections 113, V or W, .. ppitclat.. Apply P.IX: to jc Z posilloh as shown above and on the Joint Details, ;htess noted otherwise. ZZ 0 BC LL PSFoftruss" nd r1w Rwfwr to drawing. 16GA-1 For standard plot. psM— AN CDMPANY Alpine, . aGision of ITW bAdN Components Grp Inc. shall not be esponsliXt for any d. T1 oc oaw TOT, LD, PSFthisd-wW4 any f.#— to "d the truss In —f.--. with ANSI/TPI 1, - far handing, Installation t bracing of trusses. A seat on this dmwbv or cover ~ UstbV this dmwWql, Indmiles acceptance of proftssonal 13723 1 R-,po,ti D,- engineering respon,;MKy Well, for the tks1W shown. Tlx sftbAK -4 ewe of thaw d-WV IDUR. FAC. 1.00 SuiW , 200 for any z-te%xtm,* is tl -sp—Mity of the &A&q D-W- p*rYA?'1VS1/M I Sect' M-Ylan dHeqhls,i "C', 63043 ALPINE, more information %** this Job's Q1 notes page and these set, sides, A— E- w-atpineltexon, M, www.tpkrstorg) SBCA, w-sbckdistry.orgi ICO ww*AccsQfe t,t- ISPACING Valley Detail - ASCE 7-10: 160 mph, 30' Mean Height, Enclosed, Exp, C, Kzt-1,00 Top Chord 2x4 SP #2N, SPF #1/#2, DF-L #2 or better, Bot Chord 2x4 SP #2N or SPF #1/#2 or better. Webs 2x4 SP #3, SPF #1/#2, DF-L #2 or better. Attach each valley to every supporting truss with: 2) 16d box (0.135' x 3.5') nails toe -nailed for ASCE 7-10 160 mph, 30' Mean Height, Enclosed Building, Exp, C, Wind TC DL=5 psf, Kzt = 1,00 Or ASCE 7-10 140 mph, 30' Mean Height, Enclosed Building, Exp, D, Wind TC DL=5 psf, Kzt = 1.00 Bottom chord may be square or pitched cut as shown. Valleys short enough to be cut as solid triangular members from a single 2x6, or larger as required, shall be permitted in lieu of fabricating from separate 2x4 members. All plates shown are ITW BCG Wave Plates, 3X4 12 12 Max, {- 2X4 X4 ims 8-0-0 max -- i 4X4 20-0-0 (++) Supporting trusses at 24' o,c. maximum spacing. Unless specified otherwise on engineer's seated design, for vertical valley webs tatter than 7-9' apply 2x4 'T' reinforcement, 80% length of web, same species and grade or better, attached with 10d box 0,128' x 3,0') nails at 6' o.c. In lieu of 'T' reinforcement, 2x4 Continuous Lateral Restraint applied at mid -length of web is permitted with diagonal bracing as shown in DRWG BRCLBANC1014, Top chord of truss beneath valley set must be braced with: property attached, rated sheathing applied prior to valley truss installation, Or Purlins at 24' o,c. or as otherwise specified on engineer's seated design Or By valley trusses used in lieu of purlin spacing as specified on Engineer's seated design, Note that the purlin spacing for bracing the top chord of the truss beneath the valley is measured along the slope of the top chord. Larger spans may be built as long as the vertical height does not exceed 14'-0'. Pitched Cut Bottom Chord Valley Vatle Spacing Square Cut Bottom Chord oe-nailed Valley X4 J 2X4 4X4 Stubbed Valley Optional Hip End Detail Joint Detait 19.1 T usses Partial Framing o,c. Plan DV tTAMr fU nin V Av D AllTINUMM Win,' TK nWAUXIM $ o, 'j08 T LL 30 30 40PSF REF VALLEY DETAIL Trusses require extrene care Infabrlcathg, handing, aHppWV, hstallhg and brochp Refer to i Alto the latest edition of DCSI (IkAdhg Conponent Safety Infornatbn, by TPI ay S> far sn t DL 20 SS 7 PSF DATE 10/Oi/2014 practices prior to perforrbV these functions Installers shaU provide tehporary bracing per 'p r tbsraz noted otherwise, tap chord shall have property Attached structural sheathing and botton hard + ^ B DL 10 10 10 PSF DRWG VAL160101014 shall haveaproperlyAttachedrtodceshg. Locations shorn for perha—t lateral restraint of s rt f> i Q a'At have brocInp installed s perabove sections theJ or BID, ils uhlessbha Apply Plates to each r 8 $^j i a w cam[ Q ofTrussandpositionnsshownaboveandonthe .bht Details, unless rested otherwise. sa„ + ,{, LL 0 0 ©PSF Refer to drawings 160A-Z for Standard plate positions w p'.Mel Alpine, AdWislonofITVDuaahpCarpontntsGray, Inc. shalt not be rasponssNe for any deviatlan f' wa'"4' OT, LD. 60 55 57PSF AN RWCOMANYteasdrowIng, Any faswe to bid the truss h confornnnce ith ANSI/TP7 I, or for hnrd#hg, shipping, wwr*e. er nUAtion % bracingoftrusses. ri,e.rr A sealontiesd,.*v or cover page istkV this drawing, Indicates acceptance of professional j i',. 137231 R-,;,p I, 0— " ' i' sotNy for the design shown The s/t=y 41 'r rr of this drasbq +fi 0 } " DUR.FAC.1.25/1,33 1.15 115 St Suite1200 for any struc pv Is tite responsWtty of the gdteig Designer Per A162/TPI 1 Sec2 jj a, Aft; s f vda,ylmdt Heiphis}. MI0183043 for nor- Infornation see this ,Job's general notes page and these web sites, fla I ALPINE, w—tphettr.coni TPb www,4 i SDCN wwwsbdndustry,orgi ICG wwr.kcsofrarg SPACING 24.0' i Gable Stud Reinforcement Detail for Stucco Cladding ASCE 7-10. 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or+ 140 MPH Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or, 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Fir i;,n nh Vinr1 Cr, n.d 'In' Uc u-1. o...,.+i.. n,., c..,-n,..,-..a L t 1 E i Utz About L 111r,able Truss Diagonal brace option vertical length may be T doubled when dagonal 1g' A brace is used Connect I dingonat brace for 690# i L• at each end. Max web Brace totat length Is 14'. 2x6 DF-L #2 or better dagonal T Vertical length shown I brace) single In table above. 45' or double cut IIJIasshown) at LI L upper end. Connect diaganot at 4, midpoint of vertical web. Refer to chart wVARN#I[As READ AND F711DY ALL NOTES ON TTRS BRAYING w"FMTANTww F'LIRHISH TMS (RAYING TO ALL CINTRACTQNS ICLUUM THE INSTN_UMS Trusts resgAre extreme care Infabricating, handing, shilpraping, InstallinganalbRrFCt, fallow the latest edition of HCSI MAld4,g component Safety Information, by TPI and BCA) f as practices priortoperformingthesefunctions. Installers shall provide tenporory bran B ls.less noted otherwise, top chord have properly attached structural sheathing and I LONE - lgI0smallshalt haveaproperiyattachedrigidcelll.g. Locations shown for Permanent te#ernl restrain F havt d lam\ ll Omit) as PPU.Wunless o dot Watts to : A PostInsion " d Per alao sand an the of trussanalpositionasshow) above and m the ,bht Dtta0.s, virss rrotetl atMrwlswt. r J ntPLO,Details, IUi \YVI Refer to drawings 16OA-2 fen standard plot* posttbns. i AN 1TW COMPAW Alpine, a dlvWon of ITY Building Components Group Inc shall not be sponsiMe for any deviatl this drawbp any fasurt to build the truss In comfornance with ANSI/TPI 1, or far handling, ship; rrstatlation t bracing of trusses. A seal on this drawing or cover page tlsriq this drawing, Indicates acceptance of professlonal t t 137231 R. e w t DriverALPINE, r' rsponslWity solely for the design shown The suftabUty oral ue* of Mis drawing 1t Suile12- tin r ty of the Bulidng Desipnae• pe' ANSI/TPI I Sec?.Maryland) Heights 1 M4163043far nor) wnfornatbn see this Job's general dotes page and then eb stu. www.atpineitwcon) TPL www.tpnst.org) SBCA wwe.sbclndustry-g) ICG awwJccsafe.org or A 0 A• t iION i . 3 Bracing Group Species and Gradesi Group A: S ce- Pine-fir Hen -Fir 1 / #2 Standard #2 Stud 3 Stud # 3 Standard Douglas Fir - Larch Southern Pkwwmm 3 #3 Stud Stud Standard Standard Group B: Hen-FIr 1 & Htr 1 L Larch Southern Plewww S all be SRB (Stress -Rated Board). Pore use only Industrial55or5 Stress -RatedBoards. Groupbe used withtheserndes, Gable Truss Detail Notes: Wind Load deflection criterion Is L/360. Provide uplift connections for 135 pif over continuous bearing f5 psf TC Dead Load), Gable end supports load from 4' 0' outtookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with 10d <0.128'x3.0' min) malts, 31E For ( 1) 'L' brace+ space nails at 2' oz. In 18' end zones and 4' o.c. between zones. Wor (2) ' L' braces, space malls at 3' o.c. In 18' end zones and 6' o.c. between zones. L' bracing must be a minimum of 90% of web member length.. Gable Vertical Plate Sizes Vertical Len th No Spit c Less than 4' 0' i _2x4 Greater than 4' 0', but 4x4 less than i2' 0' Refer to common 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' F ASCE7- 10-GAB16030 TE 8/ 3/15 W G S16030ENC100815 RI 8C VALLEY FRAMING & BRACING DETAIL Lumber Size and Grade Minumum Requirements GENERAL NOTES Puriins 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, overiap sheathing a minimum of 6", and nail upwards through sheathing into purlin with a minimum of 8-8d (0,131"x2.5") common wire nails. Effects of not providing sheathing below a valley set must be evaluated by the building designer. This drawing applies to valleys with the following conditions: Spans (distance between heels) 40'-0" or less Maximum valley height: 14'-0" Maximum mean roof height: 30 feet ASCE 7-05, 140 mph, Enclosed, Cat If, Exp 8,1=1.0, Kzt=1.0 Or A Maximum of ASCE 7-10, 180 mph, Enclosed, Exp D, Kzt=1.0 TRUSS TRUSS UNDER VALLEY FRAMING VALLEY RAFTER OR RIDGE am+CRIPPLE ripples 4'-0" for 30 psf (TL) and 20 psf (TD) Max. ce the crippes for each row starting from the valleys or sleepers working inward to the ridge board so that cripple locations are gored between rows. Tip) innection Requirement Notes 2x6 rafters to ridge 416d toe -nails Cripple to ridge 416d toe -nails Cripple to rafter 4 16d toe -nails 816d face -nails Rafter to steeper or blocking 516d toe -nails Rafter to two 2x6 sleepers 4 16d toe -nails Sleeper to truss 416d toe -nails Two 2x6 sleepers to truss 3 16d toe -nails each sleeper & truss Ridge board to roof block 416d toe -nails Ridge board to truss 416d toe -nails Purlin to (Typ) 3 16d toe -nails Truss to blocking 416d toe -nails Truss to cripple 416d toe -nails Truss to cripple 416d toe -nails Cripple to purlin 316d toe -nails G "" ` 13. Collar beam to rafter 416d toe -nails CRIPPLE, BRACING, & BLOCKINNOTES NOTE: 16d (0.162"x3,5") COMMON NAILS 2x4 continuous lateral restraint (CLR) min. is required for cripples 5%0" to 10'-0" Ion nailed w/ 2 -10d (0.148"x3") nails. Or 2x4 "T" or scab reinforcement nailed to flat edge of cripple with 10d 10.128"x3.0") nails at 6" o.c. "T-' or scab must be 90% of cripple length. Cripplesover10'-0' long requre two CLR's or both faces w/ "T" or scab. Use stress graded lumber & box or common nails. Narrow edge of cripple can face ridge or rafter, as long as the proper number of nails are installed Into ridge board Install blocking under rafter it sleepers are not used. install blocking under cripples if cripples fall between lower truss top chords and lateral bracing is not used. Apply all nailing in accordance to current NOS requirements Nails are common wire nails unless noted otherwise. N, CENSe'•- vAsiim4 tse READ AND many ALL wims m nos 1RAVDG WMANTo FCRIM TM MAWM M ALL tm(IRACT= PACLLW4G THE 1NSTAtlE31S. Trusses require exovrre care In fabrkat<y, handling, Wppee, instatti,g and brack4 Refer ta":ar follow the lotest edition of SCSI (]kAdrV Corporant Safety Warnati n, by TPI and SIGV for mist Proct4ces prior to p<rforntnp these functions. instaters shall '.. temporary bracing per titles. rated other<!u, top chord shall have property attached structural sheathing and bottonae shall rave a property attached MW ce4b+g. Locations stwen for perrarent lateral restraint of OS L. P TT rwu fare b POSM sstolta par CSI sectbro D3, 17 or Det os urA*%$ a d 01y Wales to eaU fd Ij\11 of truss and position as .lawn above and an the Joint7— Details, unless .. A otiurat Refer to draeinps 160MZ for stwndard plate posttl n A4* w, a division of ITV IrwdkV Components Group Inc. shad not in r<sporuute for any do Van r ANITWt7WPANYthisdrawing, any fato build the truss In conforrance with MSI/TPI 1, or for handling, .hyping, hstaltatbn a braclrrp of trus A seat on thtcidmaeo or cover pope tlstkp this dravkng, inJcatas accaptarrce of professional enpirew^rng r«irrbAlty sdety for the aesrgn eAaen The s Ifoblfty aM use of Yis d asiy 133891akekm l Dn a foe' any s+rt.cbre k th re-p—mity of SM b adds Rig Destprrr Per Atg7/TPI 1 Sec.. Eanh Gq. MO 63045 For care iifor Von see this Job's general notes page and these e<b sites+ M.PM ewr.alpYwrlte..cwv TPI, esa.tpiirtorw SBCA, gee. y.ornr = ee A=ofeoro T STATE OF e P• a \ t3R10e,,,.,' wr. S ONA1 at A)1( B) (**) LL 20130 40 54 IREF VALLEY FRAMING DL 10 20 7 7 JDATE 10/01/14 DL 0 0 0 0 1 DRWG VACNV1801015 BC LL 01 0 0 0 TOT LD. 30{ 50 47 61DUR. FAC. 1.25/1.15 SPACING SEE ABOVE Product Approval Specifi n Form Permit # # 1 8 - 5 Project Location Address: Lo t 228 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 Florida Approval # Description include decimal) 1. Exterior Doors Swinging Therma Tru Swinging Ext. Door (front door) FL20461-R2 Sliding MI Windows Sliding Ext. Door (Standard SGD) FL15332,9 Sectional Windsor Garage Doors Sectional Ext. Door Dbl, single FL15080.R3 Roll Up Automatic Other 2.Windows Single Hung MI Windows Single Hung window FL17676.2,9,16 Horizontal Slider Casement Double Hung Fixed MI Windows Fixed Glass FL 18644.04 Awning Frame Pass Through Mullions MI Windows Mullions FL 18504.2 Wind Breaker Dual Action Other_ June 2014 Category / Subcategory ( Manufacturer I Product I Florida Approval # 3.Panel Walls Siding Soffits Alpha Aluminum, Inc. Soffits FL16544-133 Storefronts Curtain Walls Wall Louver Glass block Membrane _ Greenhouse___ E.P.S Composite Panels Other 4. Roo"n Products As halt Shin IeS CertainTeed Shingles FL5444-1113 UnderlaymentS Rhino Linings Carp _ Coatings FL21842-R1 RoofingFasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofingtiles Roofing Insulation Waterproofinq Built up roofing Modified Bitumen Single Ply Roof Systems Roofing slate Cements/__ -- Adhesives 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 2 Category / Subcategory 5.Shutters Accordion Bahama Colonial Rollin E ui Tent Other__ 6.Skylights Skylights Other 7. Structural Wood Connectors Anchors Truss Plates Q ineered Lumber Railing_ Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck_ / Roof Wall Prefab Sheds Other _ 8. New Exterior Envelop_ rod_ucts VAe_- C Tie Down Applicant' s Signature Applicant' s Name Please Print) Manufacturer Bldg Components ss Plates Product mercial Concrete (Quality Precast MP International IHVAC Tie Down Florida Approval # include decimal) 1774- R5 4239- R4 June 20I4 i M ral by&*] iffialluela-615 BUILDING & FIRE PREVENTION PERMIT APPLICATION D Application No: Documented Construction Value: S Job Address-. V j L/ e6-1--W / a-72.e— Historic District: Yes F No Parcel ID:' Residential S( CommercialEl Type of Work: *iw 9AdditionEl Alteration Repair R Demo Change of UseEl MoveEl Description of Work-, NEW RESIDENTIAL PLUMBING Plan Review Contact Person; Phone: Fax: Email: Property Owner Information Name Phone: Street, Title: Resident of property? : City, State Zip: Contractor Information Name NORTHWEST PLUMBING OF ORLANDO Phone: (770) 941-5421 x 20 511A Street: 6310 MABLETON PARKWAY, SUITE 1000 Fax; (770) 941-9522 City, State Zip: MABLETON, GA 30126 State License No.: CFC1426562 Archltect/Engineer Information Name: Street: City, St, Zip: Bonding Company: Address: Phone: Fax: E- mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE TIIF FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN A170RNEY 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 he inscribed with the date of application and the code in effect its of that date: 5" Edition (2014) Florida Building Code Revised: Atne 30, 2015 Perri Appliention it NQTIQE: 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 wilt 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 pert -nit fees when the permit is issued, OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will he done in compliance with all applicable laws regulating construction and zoning. Signature orOvvner/Agent Date Print Owner(Agent's sig-atci_,e_"Notary,State of Florida Rate Owner/Agent is Personally Known to Me or Produced ID — Type oflD EL Signature, & denATAgent TONY MAHAFEEY Print Contractor/Agent'R Nain, ftAW tt - ( F7.9-016 Signuture of Not State of Florida' Datet _uW111111,11j".. Contractor/Agent is - /_ Personal Produced 11) Type of 11) BELOW IS FOR OFFICE USE ONLY Permits Required: Building D Electrical D Mechanica]F] PlurribingF] 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: YesEl No FI # of Heads Fire Alarm Permit: Yes[] No[:] APPROVALS: ZONING,- UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Rcvi.scd June 30, 2015 Permit Application CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: a D0CUo1011(Cd COnSti-LIC6011 Valtle: S Job Address: Historic District: Yes 11 No Parcel ID: AQResidential --- Commercial Type ofWork: New2"AdditionD :alteration El prEl wuno EJ Ch7 ange of tse I - El Atove EDPlan Revie%c Contact Person: Title. Phone: Fax: Email: Property Owner Information Phone: Street: Resident of property? City' State Zip: Contactor Information Phow Z so i C" Street: Fax: r City. State Zip: - 6U' t n 1 st2te License Nw: Architect/Engineer Information 1) ho I e Street: Fax: City. St. Zip: . . . ....... . E- mail: Bun(ilrig company: Alortgage Lender: Nddrevs Address: NARNING TO OWNER: YOUT FAILURE TO RECORD A NOTICE OF C())j\IFNC'L)EEN-F NI AN RESVI-T IN VOL k PAYING TAG IC FOR IMPRONEMENTS 10 YOLM PROPERTY. A NOTICE OF CUNKIENCENIENT NILS] BF. RECORD") AND POSTED ON THE JOB SITE BEFORE THE FIRS1 INSPECTFON, IF NOV INI END TO OBTAI\ F1'ANGI\G, CONSULT " ITT ADVIR UNDER OR NNE AN ATTOY BEFORE 1OLRNOMFOF COMMENCEMENT Appnnun'n :,hwyvl injoe u WvAnurw= win it volunj I "=t :X P, "A 0: CW 'MW=; "a P. = 2 A__ " "? ": 11 Pr_.. <=j 4 L f I! Lao I unduy"d that a separaw perult inum be sumTd No WaH"! "ork. plumbkj, Quy "M, 1001'. Lmilovs, livater, lankc and air condidoncr, oc. I ih 153 RJU WNWHAN "Ah WUM 4applivaMn and Mcw& in Oka mo%, &',: I (!i!ifr1 I , ( Q'Tff-T'aJditton 10 the requyements OF to pmov Acrc may be additiorml rosOcthns apphcahk to tWs popcy war ,, beGumduitopuWarecordsofthscounnandtoonw, r.quircd Eam o1jr Po"U"Mal entifies such as ivxyrlallentdistricts, ,rate or federal agon':i--s. Accep(ance is N 111,1Z I \l ill notil\' the o%\ n' ofth.- OfFlorid a illz Cily Of S'1:11'ord requvres payment ofa plan rn unk o" z: ill,, tin n order to calculate a phn review chwye and Y Me amskyred he es"t"! cOnSUMMun %-aluz of he job at to Me of sorninA, anuMconsumodon %slua will be t1gat",d based On we culr= WIT OWN TRG in efih: w Cc orric we ,&, is ancc -,iih local ordOxne, Snit wd cakulaod chaes filmd cKwe e""tcd CO.,:,, ,ocd 0, credg MI be applad to low pus, on "T= wo p"mk 7 Value. is WSW. OWNER'S AFFIDAVIT: I certify that PH of the foregoing inforniation is accurate and "Mt PH "-ork will he doneincotilpHanceA& PH applicable laws I-OgUlating COII'Strt.Ktion a l uv> rig. nz" CIO Of N,cr-sms "Mo A POW COIWO a AYW*,=)' STEPHANIE RALLO Commission # FF 175017 o Expires November 9, 2018 Ttn Troy Fw 1rtsw Contractor Avenz is M"InAly 1170"71 to Me Product d 11) c,c ID BELOW IS FOR OFFICE USE O"NLY Perinirs 11equirk: F I ewnw: L.J Nochana! Ei P100Q] Gs El R 0 0 f EJ Construction Type:_ ( keupancy We: . . . . . . . . . . . . . . . . Mod Am AM Sq Ft of My-- OCCUJ)'MC 1,oad: K of SMrRy-- Ne" Construction: Electric - M PIMUM2 - A of Fktm— Fire Sprink1cr PerniT Yes [—] y; 0 Fire 'i'o s D N (i El Z_( )m X( i --1--1---- t" i'i! --- WASTE WATEM LN(J!' LL P !N(i- FIRE: 10,11 1)1\( IJ 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 . . . . . 18-0000244 5 Date 8/06/18 Application pin number -0-64-8 Property Address . . . . 564 RED ROSE LNC21ParcelNumber9(l_524—"44-,k280 Application type description NEW SINGLE FAMILY HOME DETACHED Subdivision Name Property Zoning . . . . . PUD Application valuation . . . . 352461 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 200.00 PLUMBING FIXTURES 17.00 NUMBER OF STORIES 2.00 SQUARE FOOTAGE 3247.00 Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Phone Access Code 1068790 Permit pin number 1068790 Sub Contractor . STRADA ELECTRIC & SECURITY Permit Fee . . . . 80.00 Issue Date . . . . 8/06/18 Valuation . . 6200 Expiration Date . . 2/02/19 Qty Unit Charge Per Extension 200.00 .4000 AMP ELECTRICAL - NEW CONSTRUCTION 80,00 Special Notes and Comments All projects within the City shall use WastePro for debris removal. Please contact WastePro at 407.774.0800. Normal hours for inspections are from 7:30 through 4:30 Monday through Thursday. Please be aware you must contact the Building Official to schedule a Friday or after hours inspection. This is required since not every inspector is licensed to do every type inspection. Communication is the key, so please contact the Building Official if you have any questions at 407.688,5058 or at dave.aldrich@sanfordfl.gov Water impact fee $1343.00 Sewer impact fee $3025.00 Other Fees 01-APPLCTN FEE -ELECTRIC 25.00 01-APPLCTN FEE -BUILDING 25.00 01-APPLCTN FEE -PLUMBING 25.00 01-BLDG PLAN REVIEW 1284.00 02-CURB CUT/DRIVE - SIF 40.00 FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED, NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED. CITY OF SANFORD BUILDING & FIRE PREVENTION El PERMIT APPLICATION Application No: Documented Construction Value: Job Address: Historic District: YesEl No Parcel ED: ResidentiaQ Commercial U Type of Work: Newo AdditionEl AlterationEl RepairEl Demo El Change ofUse Q Move El Description of Work: 1W.519 1Lc L_ , Plan ReviewContact Person: %911- 1 Title: Phone: 40-1 -46'WC5& W Fax: Email:-k 1% OWL a(Qln Property Owner Information Name zePhone: Street: Resident of property? 7, City, State Zip: Contradtor Information NamellelAvy- Phone: 13 -- Street: S 23_ 1 k_ Odl = 0 (0)au Fax: City, State Zip: yin. aD:b I State License No.: Name: Street: City, St, Zip: Bonding Company: Address: Architect/Engineer Information Phone: Fax: E- mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENT'S 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 of application and the code in effect as of that date: 5"' Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application N fMQE In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate at work will be done in compliance with all applicable laws regulating construction and zo g. Signature of Owner/Agent bate Print Owner/Agent's Name Signature,of Notary -State of Florida Rate Owner/Agent is Personally Known to Me or Produced ID Type of ID of Contractor/Agent Name Signature of No ry-State otFlorida Date CHERYL D AKERS MY COMMISSION # FF998962 EXPIRES June 05, 2020 ta4tl l IAt83 FkxidaNs 18ry3erutG¢aum Contractor/Agent is _ ,f Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical[] Mechanical[] Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Flood Zone: of Stories: Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application Ej Wh*. Talk, Wo kht.., FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: Builder Name: 7, r,- Street: Permit Office: 1W ge c /- 6 7/ City, State, Zip: a ef ;;2y /- V 71 Permit Number: Design Location-, alrlaeav Jurisdiction: Square Feet, 2 AK Conditioned Volume: Envelope Leakage Test Results Single Point Test Data: HOUSE PRESSURE, FLOW: Leakage Characteristics 2;_Pass Fail ACH(50). !2, 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 I and 2 ... Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals), Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(0, (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope, 1. Exterior windows and doors, fireplace and stove doom shall be closed, but not sealed, beyond the intended weatherstripping or other mfil"W control measures; 2. Dampers, including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiftbon 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, it installed at the time of the test, shall be fully open I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with section R402.4.1.2. SIGNATURE: PRINTED NAME. Eric Goodwell 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 oonciucm in accordance with ANSI/RESNET/ICC 380 to meet the 2017 residential energy code. Scanned by CarnScanner Florida Building Code Duct Leakage Results Arm- L/ 1177 " I C31Neighborhood: L Lot#: A 11-- Address: A d V' City: State: Permit Square Footage: ;W43 Stage of Construction for Test F Rough in with Air Handier [] Rough in no Air Handler E]Post Construction Duct Leakage Test Results: /r Duct Leakage percent requirement: % System CFM25 Square Footage Duct Leakage CFM1100s9ft.) Location Pass or Fail 2 3 4 5 U'Pass [:] Fail Rating Company: SkyeTec Inspection Date: Rater Name: Eric Goodwell Rater Signature: A - The Energy Code Experts 9570 Regency Square Blvd. Suite 410 Jacksonville, FL 32225 Phone: 904,482.4000 11.866.SKYETEC www.SkyeTec.com Scanned by CarnScanner DESCRIPTION AS FURNISHED: Lot 228, THORNBROOKE PHASE 4, as recorded in Plot Book 87, Pages 70 thru 71, Public Records of Seminole County, Florida. BOUNDARY FOR/CERTIFIED TO: Mark D McGoffic and Kristin S McGaffic; Inspired Title Services, LLC; First American Title Insurance Company; Taylor Morrison Home Funding IOWA AVENUE RIW VARIES) SET 112" 1. R. N 89058'00" E (8,R) SET 112" I.R. 4596 1.0, 0. 4' CONC. 80, 76' CONC. 1.01 #4596 ON WALL COLUMNS ON 10' LANDSCAPE, WALL & FEN E ESMT. 26.63' 32, 15' 3722' LOT Z28 AC PADS 1A. 31 p. COS16.08, 510FII( LOT 227 50 9. 16' 00 7.5 7' LOT 229 J. 70' 39.92' 16, 6 D= 10*30'48" 5.29' zo25.48' R=100.00' 3.6' 18.35' ON 25.85' P.C. SET3.5, 10 44 4596N&D 0 # L D=18*24'529" R=100.00' SET N&D 1,=32.14' 4596 C=32. 00' LOOS CB=S 70*14'46" W C y L-7REDROAYL_ LAY 50' UTILITY & ACCESS I?/W) TRACT I PROPOSED = FINISHED SPOT GRADE ELEVATION PER DRAINAGE PLANS 62ILDIN G SUQACKS: PROPOSED DRAINAGE FLOW FRONT - 25' LOT GRADING TYPE A REAR = 15' PROPOSED F.F. PER PLANS = 22.4' SIDE = 5. 0' SIDE CORNER - 10' PROPOSED GRADE PER CONSTRUCTION PLAN fi• CRUSE ) WEYE R -SCOTT & ASSOC, INC.- LAND SURVEYORS COD LEGEND - 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 P > PLAT P.D.L. POINT ON LINE T YPI TYPICAL NOTES: FFIELDP1 IRON PIPC PRJC. POINT OF REVERSE CURVATURE I. THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY A4&M THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA DWD OF LK IRON RODPCC. POINT OF COMPOUND CURVATURE PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER W-17 ILoRicA Aounsminer cooc PURSUANT TO SECTION 472,027, FLORIDA 57AVUES M, CONCRETE MONUMENT RAIL RADIAL SET Lk 1/2, IR •/IILR 4596 MR. NON -RADIAL 2. UNLESS EMBOSSED WITH SURVEYOR'S SIGNATURE AND ORIGINAL RAISED SM THIS SURVEY MAP ON COPIES ARE Nor moo. REC. RECOVERED VP. • WITNESS POINT J. THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO ME SURVEYOR, THERE MAY BE OTHER RESTRICTIONS P. O.B. POINT OF CRFG INNING ENT CALC, • CALCULATED P. O.C. PONT OF UMMENCEM PAM, PERMANENT REFERENCE MONU ENT OR FASWENIS THAT AFFECT THIS PROPERTY. 4. NO UNDERGROUND IMPROVEMENTS 14AVE BEEN LOCATED UNLESS OTHERWISE SHOWN. CENTERLINE FF.FINISHED FLOOR ELEVATION! 5. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY oMrN ENTITY. IAD NAIL C DISK DIS. BUILDING SETBACK LINE ON BENCHMARK 6. DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES. R/ w RIGHI -DF-VA Y CSMT, EASEMENT 0 B: •BASE BEARING 7. &WINGS, ARE BASED ASSUMED DATUM ANO ON THE LINE SHOWN AS BASE BEARING (8,8.) DRAINAGE DRAIN. D 8 " EL, IF SHOWN. ARE BASED ON N TJOJ414 GEODETIC DATUM OF 1929. UNLESS OTHERWISE 0 ELEVATIONS, S NOTED, VTIL. • UTILITY 9. CERTIFICATE OF AUTHORIZA'IGN No. 4596, CLFC. CHAIN LINK FENCC WD. FC, • VOOD FENQF B CONCRETE BLOCK SCALE — 1 20 DRAWN P. C. POINT Of CURVATURE P. T.• PDINT OF TANGENCY No DATEORUEHCERTIFIEDBY. DESC. DESCRIPTION R RADIUS L ARC LE GTH PLOT PLAN 05-17-2018 J136-18 0 DELTA FORMBOARD FOUNDATIQNIV-EVS. 08-28-2018 4825-18 C CHORD RD BEARING CHORDVS. -2018 8398-18 FINAL/Et 12-27 NORTH 7141S BUILOWGIPROPERTY DOFS,NOT LIE WITHIN THE ESTA13LISHCO 100 YEAR FLOOD PLANE AS PER 'FIRM" TOM t4RUSENMEY(R. R.L.S. 4714 ZONE . 1. MAP I 12117C 0055 F JAMES W. SCOTT, R.L.S j 4801