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HomeMy WebLinkAbout600 Red Rose Ln 18-2442; SFHOWNER 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: 600 RED ROSE LANE / THORNBROOKE PHASE 4 SFR FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS COUNTY OF SEMINOLE IMPACT FEE STATEMENT 4 STATEMENT NUMBER: 18100005 1.000 DATE: June 27, 2018 unit BUILDING APPLICATION #: 18-10000574 N/A Housing 00 BUILDING PERMIT NUMBER: 18-10000574 unit 00 FIRE RESCUE N/A 3r `'fUNITADDRESS: RED ROSE LANE 600 21-19-30-510-0000-2370 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: CO -WIDE ORD SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: 54.00 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: 600 RED ROSE LANE / THORNBROOKE PHASE 4 SFR FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Single Family Housing ROADS -COLLECTORS 705.00 1.000 dwl unit 705.00 Single Family N/A Housing 00 1.000 dwl unit 00 FIRE RESCUE N/A 00 LIBRARY CO -WIDE ORD Single Family Housing 54.00 1.000 dwl unit 54.00 SCHQOLS CO -WIDE ORD Family Housing 51000.00 1.000 dwl unit 5,000.00 PARIngle 00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 5,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE DATE ABOVE BUT NO LATER THAN CERTIFICATE OF OCCUPARY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE- 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE 1 Parcel ID Number: 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. asii It 1!!It IdiJ1 IIIII ILII Il11 0 Y:tie.Pl7 i'IL :"UNTY C•O!)RT & COMPTROLLER8E; 5'14 -Cl Py 94.2 (IF -.9s) CLERK'S f 2018059998 RECCRINEG 05,/25/2i -11c 2.59.5•. f;cl.;', ING F $, Cis..,,..,• F`i7 RECORDED BYEh,Jevo r^ Gill The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of property : LOT _2Z2 Legal Description: Thornbroolte Phaseaccording to the plat thereof, as recorded in Plat Book/ Page the public records of Seminole County, Florida. Addresses : L O 0 W 1(, O f <C L 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 Fee Simple Title Holder: N.A. 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(l)(a)7., Florida Statutes: N.A. 9. In addition to himself , Owner designates the following to receive a copy of the Lienor's Notice as provided in 713.13(1)(b), Florida Statutes. N.A. 10. Expiration date of notice of commencement: One year from the date of recording. WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTENT TO OBTAIN FINANCING, CONSULT YOUR LENDER OT ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. 11. Date Signed: Signature of Owner's Agent: Jqlrn Asa Wright aylor Morrison of Florida,/l Sworn to and subscribed before me this by John Asa Wrigl# rsonally known to me. Notary Public DA Clark n.lkt co 001420 11 My commission expires: 6/27/19 4P „M't 2p19 CERTIFIED CO. Y GRANT .01 G L. rYSignature:+ E PIKES: Serial No. FF 209108 o r ;, -Nota CLERK OF THE IRCUIT CG'URT A COMPTR 1 S S 01 C r i F OP,IDA - w BYplaw r Date I11 - T3IbG 4 Z, CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 1 g" LAD b S524e1 00 Documented Constr ction Value: S Job Address: 0 Wo kza L14 Historic District: Yes No [IParcelID: 27-19-30-1 it -0000-2370 Residential R Commercial Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move Description of Work: Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: 2=s -9 I 1 - negy,, ' I I ' - I I s • 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.: Architect/Engineer Information Name: Street: City, St, Zip: Bonding Company: N/A Address: Phone: Fax: E-mail: Mortgage Lender: N/A Address: CBC1257462 WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 511 Edition (2014) Florida Building Code Revised• June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current 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. 441A (:: SiVture of Owner/Agent Dat e rTAYLOR MORRISON F FLORIDA INC Print Owner/Age e // 6 Signature of -State of Florida Date dO /A., nature of Contractor/Agent Date JOHN ASA WRIGH Print Contractor/Agent's Name Signatu Notary -State of Florida e Yw •:; D. A CLARK a+ D. A. CLARK MY COMMISSION/FF 209108°•• EXPIRES: June 27, 2019 4 * MY COMMISSION I FF 209108 pnd su n+onrvSeMr. EXPIRES: June 27,2019 BWW Thru M0 N*ry Sema Owner/Agent is y o Personally Known to Me or Contractor/Agent is SSS Personally Known to Me or Produced ID N/A Type of ID Produced ID NIA— Type of 1D BELOW IS FOR OFFICE USE ONLY Permits Required: Building [g Electrical a Mechanical [c]' Plumbing[R Gas[-] Roof Construction Type: Occupancy Use: SZ3 Flood Zone: X- SCE" Fri TACH6> Total Sq Ft of Bldg: S -1 LAI Min. Occupancy Load: (*-1 # of Stories: 2 New Construction: Electric - # of Amps SC-ici Plumbing - # of Fixtures ZZ Fire Sprinkler Permit: Yes No ® # of Heads APPROVALS: ZONING: 1114,2016 UTILITIES: ENGINEERING: PATC. tP-13-16 FIRE: COMMENTS: - Ok to construct single family home with setbacks and impervious area shown on plan. 14,,,, s>t45%4 i s Ae 51/• y/ Fire Alarm Permit: Yes Nog] WASTE WATER: BUILDING: Sr 6• Zo • t9, Revised: June 30, 2015 Pennit Application WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be. secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, beaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 5"Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application IlkCITYOFSANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: I $ -- Z 4 2i Documented Construction Value: S I T%. 00. Job Address: a , I`za L Historic District: Yes No Parcel ED: 27-19-30-0 A -0000-2370 Residential R Commercial Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move Description of Work: NEW SINGLE FAMILY l HOME THORNEBROOK PHASE LOT NUMBER: Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: Email: daphne , PermitsPermitsPermits.com Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Phone: 407-629-0077 Street: 151 SOUTHHALL LANE # 200 Resident of property? : NO City, State Zip: MAITLAND FL 32751 Contractor Information Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Phone: 407-257-6940 Street: 151 SOUTHHALL LANE # 200 Fax: City, State Zip: MAITLAND FL 32751 State License No.: CBC1257462 Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: NIA Mortgage Lender: N/A Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be. secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, beaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 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 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 CLARK MY COMMISSION g FF 209108 EXPIRES: June 27, 2019 7 aM1 Donde01Aru9udpelNot NSlrvkn Owner/Agent is ]M Personally Known to Me or Produced ID NIA Type of ID 4zo' X., ature of Contractor/Agent Date JOHN ASA WRIGH Print Contractor Agent's N e / rte W Signatu Notary -State of Florida to / D A. CLARK MY COMMISSION 0 FF 2D9108 4N J0 EXPIRES: June 27,2019 k V BondedlhNBuOpetNotary Serrim Contractor/Agent is VtS Personally Known to Me or Produced ID h'IA— Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: - Total Sq Ft of Bldg: Min. Occupancy Load: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Fire Alarm Permit: Yes No UTILITIES: AOO 4'1 WASTE WATER: FIRE: BUILDING: Revised: June 30, 2015 Permit Application SCPA Parcel View: 21-19-30-510-0000-2370 http://parceidetail.scpafl.org/ParceiDetailinfo.aspx?PID=2119305100... r---- --- ---------- ---- --- -- ------------- -- Property Record Card Parcel: 21-19-30-510.0000-2370 asr+asoawn worn. I Property Address: 600 RED ROSE LN SANFORD, FL 32771 Parcel Information Value Summary Parce5t-19-30-510.0000-2370 i Owner(s) TAYLOR MORRISON OF FL INC Property Address 600 RED ROSE LN SANFORD, FL 32771 -- --- Mailing 151 SOUTHALL LN STE 200 MAITLAND, FL 32751 Subdivision Name THORNBROOKE PHASE 4 Tex District S1-SANFORD —j DOR Use Code 00 VACANT RESIDENTIAL —~ Exemptions 40 40 40 40 47.93 Cost/Market 235 236 237 238 239 J O O O O V J M 26,050 Land Value Ag Just/Market Value •• 40,000 26,050 Portability Adj L4o.27L-*- 33 0 s0 Amendment 1 Adj 0 12,784 P&G Adj 14.67 Seminole County GIS 0 Assessed Value 40,000 13,266 Legal Description LOT 237 THORNBROOKE PHASE 4 PB 81 PGS 70-71 ---- — -- Taxes jTapng Authority — -- ----- I Count' General Fund Schools City Sanford SJWM(Saint Johns Water Management) County Bonds Sales Tax Amount without SOH: $336.00 2017 Tax Bill Amount $336.00 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments -- I Assessment Value — Exempt Values able Value -- 40,000 $0 $40,000 40,000 $0 $40,000 40,000 $0 $40,000 40,000 $0 $40,000 40,000 $0 $40,000 I' L— No Sales Find Comparable Sales ` Land - - --- -- - -- - ----- - — Method Frontage Depth Units Units Price Land Value I j LOT 1 $40.000.00 $4o,00o Building Information Permits I iPermit # DescriptionAgency Amount CO Date Permit Date I of 2 5/24/2018,10:59 AM 2018 Working Values 2017 Certified Values Valuation Method Cost/Market Cost/Market Number of Buildings 0 0 Depreciated Bldg Value Depreciated EXFT Value Land Value (Market) 40,000 26,050 Land Value Ag Just/Market Value •• 40,000 26,050 Portability Adj Save Our Homes Adj 0 s0 Amendment 1 Adj 0 12,784 P&G Adj 0 0 Assessed Value 40,000 13,266 Tax Amount without SOH: $336.00 2017 Tax Bill Amount $336.00 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments -- I Assessment Value — Exempt Values able Value -- 40,000 $0 $40,000 40,000 $0 $40,000 40,000 $0 $40,000 40,000 $0 $40,000 40,000 $0 $40,000 I' L— No Sales Find Comparable Sales ` Land - - --- -- - -- - ----- - — Method Frontage Depth Units Units Price Land Value I j LOT 1 $40.000.00 $4o,00o Building Information Permits I iPermit # DescriptionAgency Amount CO Date Permit Date I of 2 5/24/2018,10:59 AM CITY OF ANFORD PLANNING & DEVELOPMENT SERVICES DEPARTMENT Flood Zone Determination Request Form Name: John Asa Wright Firm: Taylor -Morrison of Florida, Inc. Address: 2600 Lake Lucien Drive City: Maitland State: FL Zip Code: 32751 Phone: 407-257-6940 Fax: Email: daphne@permitspermitspermits.com Property Address: 600 Red Rose Lane Property Owner: Taylor Morrison of Florida, Inc. Parcel identification Number: 21-19-30-510-0000-2370 Phone Number: 407-629-0077 Email: The reason for the flood plain determination is: E New structure Existing Structure (pre -2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0055 F Map Date: September 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway The parcel is not in the: M floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone W, the best available information used to determine the base flood elevation is: BP# 18-2442 Reviewed by: Michael Cash, CFM Date: June 13, 2018 e 0 Application for Right -of -Way UseP0,_ for Driveway, Walkway & Landscape L),,4Department of Planning & Development Services1877 300 North Park Avenue. Sanford, Florida 32771wwwsenrordn.gov Phone: 407.688.5140 Fax: 407.688.5141 This permit authorizes work to be done in the City of Sanford's right-of-way in accordance with the City's regulations and the attached construction plans approved as part of this permit. It does not approve any work within any other jurisdiction's right-of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the size and location of the existing right—of-way and use shall be provided or application could be delayed.a. IHe,..br. below. 71 t 8Z0J- 40 2 T7 C0111beroreyoudi4 1. Project Locatlon/Address: P V W I -A-V 2. Proposed Activity: Driveway 11 Walkway F-1 other: 3. Schedule of Work: Sta/rtt Date C r,, / Coomplpletion Date ElEmergency Repairs 4. Brief Description of Work: &MIAI AIAY jQK NSV &99 This application is submi d Property owner. / p pp/ , I /,y. Signature: Print Name: Ay o e. /VC/YAA 1.1 upS Address: ISI WanWAIL 44NE M/ AhO IC Phone: •itv -ZV 6?4 0 Fax- olanhneC Pt2r i IfSIYJm :i Date: J_ Z o Maintenance Responsibilities/Indemnification The Requestor, and his sucoessors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said installation/Improvement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, ublities, stormwater facilities, or any general maintenance activities by the City becomes In oonfiict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the Improve- ment and area in accordance with previously stated criteria, or completely restore the right of -way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestoes expense and. If necessary, file a lien on the Requestoes property to recover costs of restoration. To the fullest extent permitted by law. Requestor agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents, servants, or employees appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or Injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City's right-of-way. I have read and understand the above statement and by signing this application I agree to its terms. 1 hereby understand and ag pay all city fees related to this application as required by the city's adopted Fee Resolution. Signature: Date: f/.1 7 / This permit shall be posted on the site during construction. Please call 407.688.6080, Ext 640124 hours in advance to schedule a pre -pour Inspection. Pre -pour Inspection by: Date: Zieptemoer Zelo ROW Use D#vewey pdf 0 REQUIRED INSPECTION SEQUENCE TAYLOR MORRISON SFR -DETACHED Permit # BUILDING PERMIT Max Inspection Description Min Max Inspection Description 10 10 Form board / Foundation Survey 10 Temporary Underground Power G Slab / Mono Slab Pre our 20 1000 Lintel / Tie Beam / Fill / Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 30 50 Final Window 40 Roof Dry In 50 Frame 60 Insulation Rough In 70 Drywall / Sheetrock 40 70 Lath Ins ection 50 1000 Final Roof 50 1000 Final Stucco / Siding 80 1000 Insulation Final 1000 Final Single Family Residence REVISED: June 2014 AdIdrPCc• ELECTRICAL PERMIT Max Inspection Description Min Max Inspection Description 10 Electric Underground 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power G 30 Electric Rough 1000 Electric Final Min Max Inspection Description 10 PlumbingUnderground 2 0 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final 1VIE`'CI3ANIGAL PERMIT • ' -. ,. _ . Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final SiTC r -n„•, RECORD COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot237ThornbrookeAnaslasiaGLS Builder Name: Taylor Morrison BU/<p0 Street: 600 Red Rose Lane City, State, Zip: Sanford FL 32771 Permit Office - Permit Number# 1 2 4 2 iQ Owner: Jurisdiction: 691500 Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2 ) 1. New construction or existing New (From Plans) 9. Wall Types (3137.2 sgft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1521.00 ft' b. Concrete Block - Int Insul, Exterior R=11.0 1375.90 ft' 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 240.33 ft' 4. Number of Bedrooms 4 d N/A R= ft' 10. Ceiling Types (1481.0 sgft.) Insulation Area 5. Is this a worst cases No a. Under Attic (Vented) R=38.0 1481.00 ft" 6. Conditioned floor area above grade (ft') 2582 b. N/A R= fl' Conditioned floor area below grade (ft') 0 c. N/A R= fl' 11. Ducts R ft' 7. Windows(377.3 sgft.) Description Area a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 293.4 a. U -Factor: Dbl, U=0.34 305.31 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 ft' 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-Faclor. N/A fl' SHGC: 13. Healing systems kBlu/hr Efficiency d. U -Factor N/A ft' a. Electric Heal Pump 218 HSPF:8.50 SHGC: b. Electric Heat Pump 21.8 HSPF:8.50 Area Weighted Average Overhang Depth: 2.908 ft. Area Weighted Average SHGC: 0.312 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (2582.0 sgft.) Insulation Area EF: 0.950 a Slab -On -Grade Edge Insulation R=0.0 1467.00 ft' b. Conservation features b Floor Over Other Space R=0.0 1102.00 ft' None c. other (see details) R= 13.00 ft' 15 Credits Pslat Glass/Floor Area: 0.146 Total Proposed Modified Loads: 66.57 PASSTotalBaselineLoads: 77.31 I hereby certify that the plans and specifications covered by Review of the plans and t14E STgr this calculation are in compliance with the Florida Energy specifications covered by this aR,FOS, Code. calculation indicates compliance 0withtheFloridaEnergyCode. parr. •. "=` '., PREPARED BY: Before construction is completed a DATE: - 5/_1.6/18-.- - __ - _ _ _ ___ this building will be inspected for a compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code. COb Wg'C4 OWNER/AGENT: ,- BUILDING OFFICIAL: - - -- DATE: - - /f - -- DATE: - !0 20- - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). 5/16/2018 5.36 PM EnergyGauge® USA - FlaRes2017 Section R405 4 1 Compliant Software Page 1 of 5 FORM R405-2017 5/16/2018 5:36 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 5 PROJECT Title. Lo1237ThornbrookeAnastasia Bedrooms: 4 Address Type: Street Address Building Type: User Conditioned Area: 2582 Lot # Owner Name: Total Stories: 2 Block/Subdivision: of Units: 1 Worst Case: No PlatBook: Builder Name: Taylor Morrison Rotate Angle: 0 Street: 600 Red Rose Lane Permit Office: Cross Ventilation: No County: Seminole Jurisdiction: 691500 Whole House Fan: No City, Slate, Zip: Sanford , Family Type: Single-family FL, 32771 New/Existing: New (From Plans) Comment: CLIMATE Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site 97.5% 2.5% Winter Summer Degree Days Moisture Range FL, Orlando FL_ORLANDO_INTL_AR 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1467 13643.1 2 Block2 1115 10035 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1st Floor 1467 136431 Yes 5 1 1 Yes Yes Yes 2 2nd Floor 1115 10035 No 0 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R -Value Area Joist R -Value Tile Wood Carpet 1 Floor over Garage 2nd Floor ---- ---- 13 ft' 19 0 0 1 2 Slab -On -Grade Edge Insulatio 1st Floor 147.4 ft 0 1467 R' 0.37 0 0.63 3 Floor Over Other Space 2nd Floor ---- ---- 1102 R' 0 0 0 1 ROOF V Roof Gable Roof Solar SA Emitt Emilt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Gable or Shed Composition shingles 165502 370 R' Medium 0.85 N 0.85 No 0 266 ATTIC V# Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1480 R' Y N 5/16/2018 5:36 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 5 FORM R405-2017 5/16/2018 5:36 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 5 CEILING Ceiling Type Space R -Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) 1st Floor 38 Blown 12 R' 0.11 Wood 2 Under Attic (Vented) 2nd Floor 38 Blown 1469 ft' 0.11 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Ornt_.__ To Wall_T_ype-_ _ _ _ Space R_Value-Ft__In._ Ft In Area-__ R -Value Fraction _Absor.._Grade%_ 1 N Exterior Frame - Wood 2nd Floor 13 30 0 9 0 270.0 R' 0 0.23 0.6 0 2 N Exterior Concrete Block - Int Insul 1st Floor 11 30 0 9 4 280.0 R' 0 0 0.6 0 3 W Exterior Frame - Wood 2nd Floor 13 54 6 9 0 490.5 R' 0 0.23 0.6 0 4 W Exterior Concrete Block - Int Insul 1st Floor 11 54 6 9 4 508.7 ft' 0 0 06 0 5 S Exterior Frame - Wood 2nd Floor 13 30 0 9 0 270.0 R' 0 0.23 0.6 0 6 S Exterior Concrete Block - Int Insul 1st Floor 11 5 6 9 4 51.3 ft' 0 0 0.6 0 7 SE Exterior Concrete Block - Int Insul 1st Floor 11 4 11 9 4 45 9 R' 0 0 06 0 8 E Exterior Frame - Wood 2nd Floor 13 54 6 9 0 490.5 ft' 0 023 0.6 0 9 E Exterior Concrete Block - Int Insul 1st Floor 11 52 6 9 4 490.0 ft' 0 0 0.6 0 10 Garage Frame - Wood 1st Floor 13 25 9 9 4 240.3 ft' 0 0.23 0.01 0 DOORS Ornt Door Type Space Storms U -Value Width Height Area Ft In FI In 1 Wood 1st Floor None 25 2 9 8 22 ft' 2 SE Wood 1st Floor None 25 3 8 24 ft' WINDOWS Orientation shown is the entered, Proposed orientation. V Wall Overhang Ornt ID Frame Panes NFRC U -Factor SHGC Imp Area Depth Separation Int Shade Screening 1 N 1 Vinyl Low -E Double Yes 0.34 0.31 N 30.0 ft' 1 ft 0 in 1 ft 0 in Drapes/blinds None 2 N 1 Vinyl Low -E Double Yes 034 0.31 N 40.0 ft' 1 ft0 in 1 ft0 in Drapes/blinds None 3 N 2 Vinyl Low -E Double Yes 0.34 0.31 N 58.6 ft' 1 ft0 in 11 It 8 in Drapes/blinds None 4 N 2 Metal Low -E Double Yes 058 0.32 N 72.0 R' 11 ft 0 in 0 ft0 in None None 5 W 3 Vinyl Low -E Double Yes 0.34 0.31 N 30.0 R' 1 It 0 in 1 ft 0 in Drapes/blinds None 6 W 4 Vinyl Low -E Double Yes 0.34 0.31 N 39.1 R' 1 R 0 in 11 ft 8 in Drapes/blinds None 7 S 5 Vinyl Low -E Double Yes 0.34 0.31 N 30.0 ft' 1 ft 0 in 1 ft 0 in Drapes/blinds None 8 E 8 Vinyl Low -E Double Yes 0.34 0.31 N 6.0 ft' 1 It 0 in 1 R 0 in Drapes/blinds None 9 E 8 Vinyl Low -E Double Yes 0.34 0.31 N 15 0 R' 1 110 in 1 ft 0 in Drapes/blinds None 10 E 9 Vinyl Low -E Double Yes 0.34 0.31 N 5 3 R' 1 ft 0 in 11 ft 8 in Drapes/blinds None 11 E 9 Vinyl Low -E Double Yes 0.34 0.31 N 12.8 ft' 1 ft 0 in 11 ft 8 in Drapes/blinds None 12 E 9 Vinyl Low -E Double Yes 0.34 0.31 N 38 5 ft' 1 ft 0 in 11 ft 8 in Drapes/blinds None 5/16/2018 5:36 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2017 5/16/2018 5:36 PM EnergyGauge® USA - FlaRes2017 Section R405 4 1 Compliant Software Page 4 of 5 GARAGE 1 Floor Area Ceiling Area 455 ft' 455 ft' Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 64 ft 8 ft 1 INFILTRATION Scope 1 Wholehouse Method Proposed ACH(50) SLA 000408 CFM 50 ELA EgLA ACH ACH 50 2762.4 151.65 285.21 .3666 7 HEATING SYSTEM 1 2 System Type Electric Heal Pump/ Electric Heat Pump/ Subtype Split Split Efficiency Capacity Block HSPF:8.4999 21.8 kBlu/hr 1 HSPF:8.4999 21 8 kBlu/hr 2 Ducts sys#1 sys#2 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 2 Central Unit/ Central Unit/ Split Split SEER: 16 25.2 kBtu/hr cfm 0.75 1 SEER: 16 25.2 kBtu/hr cfm 0.75 2 sys#1 sys#2 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnl Conservation 1 Electric None Garage 0.95 50 gal 62.3 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name None None Collector Storage System Model # Collector Model # Area Volume It;, FEF DUCTS 1 2 Supply ---- Location R -Value Area Attic 6 293.4 h Attic 6 223 fl° Return --- Air CFM 25 CFM25 Location Area Leakage Type Handler TOT OUT ON RLF Attic 73 35 ft Default Leakage 2nd Floor (Default) (Default) 2nd Floor 55.75 It Default Leakage 2nd Floor (Default) (Default) HVAC # Heat Cool 1 1 2 2 5/16/2018 5:36 PM EnergyGauge® USA - FlaRes2017 Section R405 4 1 Compliant Software Page 4 of 5 FORM R405-2017 5/16/2018 5:36 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 5 of 5 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Coolingr He JanfX} Jan r jFeb Feb Mar Mar f[ A r f[ Apr May May X] Jun Jun rl Jul Jul X Aug AuSep Se [ Oct Oct Nov NovH f DecfX} Dec Ventin J Jan Febll X Mar lel A r [ t Ma Jun Jul Aug Se [X] Oct Nov l[ ] Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 5/16/2018 5:36 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 5 of 5 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 86 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3 Number of units, if multiple family 4. Number of Bedrooms 5 Is this a worst case? 6. Conditioned floor area (W 7. Windows" Description a. U-Faclor: Dbl, U=0.34 SHGC. SHGC=0.31 b. U -Factor: Dbl, U=0.58 SHGC- SHGC=0.32 c. U -Factor: N/A SHGC: d. N/A d. U -Factor: N/A SHGC. Insulation Area Weighted Average Overhang Depth - Area Weighted Average SHGC: 600 Red Rose Lane, Sanford, FL, 32771 New (From Plans) 9. Wall Types Insulation Single-family a. Frame - Wood, Exterior R=13.0 f V b. Concrete Block - Int Insul, Exterior R=11 0 1 c. Frame - Wood, Adjacent R=13.0 4 d. N/A R= 10. Ceiling Types Insulation No a. Under Attic (Vented) R=38.0 2582 b. N/A R= 13.00 W c. N/A R= Area 15. Credits 305.31 R' 11. Ducts a. Sup: Attic, Ret: Attic, AH: 2nd Floor b. Sup: Attic, Ret, 2nd Floor, AH: 2nd Floor 72.00 fl' 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= I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code comp ' if tures. Builder Signature: ___ Date: Address of New Home: 6 OG 1 A City/FL Zip: sai,,{W 0 Area 1521.00 ft= 1375.90 ft' 240.33 ft' fl' Area 1481.00 ft' ft' fV R ft' 6 293.4 6 223 kBtu/hr Efficiency 25.2 SEER:16.00 25.2 SEER:16.00 kBtu/hr Efficiency 218 HSPF•8.50 21.8 HSPF:8.50 Cap- 50 gallons EF: 0 95 Pstat yOtiZHES 4 we Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 5/16/2018 5:36 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 0 V. a e 12. Cooling systems ft' a. Central Unit b. Central Unit f V 13. Healing systems a. Electric Heat Pump 2.908 H. b. Electric Heat Pump 0.312 Area 14. Hot water systems 1467.00 ft' a. Electric 1102.00 ft° b. Conservation features 13.00 W None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code comp ' if tures. Builder Signature: ___ Date: Address of New Home: 6 OG 1 A City/FL Zip: sai,,{W 0 Area 1521.00 ft= 1375.90 ft' 240.33 ft' fl' Area 1481.00 ft' ft' fV R ft' 6 293.4 6 223 kBtu/hr Efficiency 25.2 SEER:16.00 25.2 SEER:16.00 kBtu/hr Efficiency 218 HSPF•8.50 21.8 HSPF:8.50 Cap- 50 gallons EF: 0 95 Pstat yOtiZHES 4 we Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 5/16/2018 5:36 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 0 V. a e DEL -AIR Manual S Compliance Report tI MI0 • A0t 10ND=1011i a h u 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 For: Taylor Morrison 600 Red Rose Lane, Sanford, FL 32771 Design Conditions Equipment type: Split ASHP Manufacturer: Outdoor design DB: 92.5°F Sensible gain: 17709 Btuh Outdoor design WB: 76.3°F Latent gain: 3765 Btuh Indoor design DB: 75.0°F Total gain: 21473 Btuh Indoor RH: 50% Estimated airflow: 840 cfm Job: Lot237ThornbrookeAna... Date: 5/16/18 By: JA Entering coil DB: 76.5°F Entering coil WB: 63.2°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 Sensible capacity: 17909 Btuh 101% of load Latent capacity: 4573 Btuh 121% of load Total capacity: 22482 Btuh 105% of load SHR: 80% Design Conditions Outdoor design DB: 41.7°F Heat loss: 17657 Btuh Entering coil DB: 69.5°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: 22106 Btuh 1250/6 of load Capacity balance: 36 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 96% of load Temp. rise: 19 OF Meets all requirements of ACCA Manual S. wrightsoft- 2018 -May -1617.40:15 M.. Right -Suite® Universal 2018 18.0.13 RSU24011 Page t eAnaslasiaGLS\Lol237ThornbrookeAnaslasiaGLS.rup Calc = MJ8 House laces' S DEL --AIR Manual S Compliance Report tttAlela-=COtltlrMMIG ahu 2 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407.333.2665 Fax: 407-333.3853 Web WWW.DEL-AIR.COM For: Taylor Morrison 600 Red Rose Lane, Sanford, FL 32771 Job: Lot237ThornbrookeAna.. Date: 5/16/18 By: JA Design Conditions Equipment type: Split ASHP Manufacturer: Outdoor design DB: 92.5°F Sensible gain: 16891 Btuh Entering coil DB: 78.0°F Outdoor design WB: 76.3°F Latent gain: 2943 Btuh Entering coil WB: 63.9°F Indoor design DB: 75.0°F Total gain: 19834 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 112% of load Latent capacity: 3858 Btuh 131% of load Total capacity: 22782 Btuh 1150/oof load SHR: 83% Design Conditions Outdoor design DB: 41.7°F Heat loss: 13375 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 Output capacity: 22114 Supplemental heat required: Backup equipment type: Manufacturer: Actual airflow: 840 Output capacity: 3.5 cfm Btuh 165% of load Capacity balance: 29 OF 0 Btuh Economic balance: -99 OF Elec strip Model: cfm kW 88% of load Temp. rise: 13 OF Meets all requirements of ACCA Manual S. t Wrightsoft- 2018 -May. 16 17 40 15 Righl-Suite® Universal 2018 18.0.13 RSU24011 Pae 2 ACCA 9 eAnaslasiaGLS\Lo1237ThornbrookeAnaslasiaGLS.rup Calc . MJ8 House laces S Job: Lot237ThornbrookeAna... DEL -AIR Component Constructions Date: 5/16/18 a•"1R"a 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 111110ect intormation For: Taylor Morrison 600 Red Rose Lane, Sanford, FL 32771 Location: Orlando Intl AP, FL, US Elevation: 95 It Latitude: 280N Outdoor: Heating Dry bulb (°F) 42 Daily range (°F) - Wet bulb (°F) - Wind speed (mph) 15.0 HeatingIndoor: 70Indoortemperature (°F) 28DesignTD (°F) 30Relativehumidity (%) Cooling Moisture difference (gr/Ib) 93 Infiltration: 17 ( M) Method 76 Construction quality 7.5 Fireplaces Heating Cooling 70 75 28 18 30 50 1.5 46.4 Simplified Average 0 Construction descriptions Or Area U -value Insul R Htg HTM Loss Cig HTM Gain Biuh/IIt- •F Ilt •F/Bluh BWh/bT NO BNh/hr Blah Walls 12C-Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int Irish, 2"x4" wood firm, 16" o.c. stud 13A-7.5ocs: Blk wall, stucco ext, r-9 ext bd ins, 8' thk, 1/2" gypsum board int fnsh Partitions 12C-Osw: Firm wall, r-13 cav ins, 1/2" gypsum board int Irish, 2"x4" wood frm, 16" o.c. stud Windows 2A-2ov: 2 glazing, clr low -e outr, air gas, vnl frm mat, Or innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 1 it overhang (5 It window ht, 1 ft sep.); 6.67 ft head ht 2A-2omd: 2 glazing, clr low -e ouir, air gas, mll no brk frm mat, clr innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.32); 11 R overhang (8 ft window ht, 0 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr low -e ouir, air gas, vnl Irm mat, Or innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft overhang (6.3 ft window ht, 11.67 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, Or low -e ouir, air gas, vnl frm mal, clr innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 1 ft overhang (3 ft window ht, 1 ft sep.); 6 67 It head hl n 200 0.091 13.0 2.58 515 2.34 469 e 470 0.091 13.0 2.58 1209 2.34 1100 s 240 0.091 13.0 2.58 618 2.34 562 W 461 0.091 13.0 2.58 1186 2.34 1079 all 1370 0.091 13.0 2.58 3528 2.34 3210 n 150 0.095 7.5 2.69 402 1.67 249 e 433 0.095 7.5 2.69 1163 1.67 721 se 24 0.095 7.5 2.69 63 1.67 39 s 51 0.095 7.5 2.69 138 167 86 W 470 0.095 7.5 2.69 1263 1.67 783 all 1127 0.095 7.5 2.69 3030 1.67 1879 218 0.091 13.0 2.58 562 1.44 315 n 30 0.340 0 9.62 289 12.4 373 n 40 0.340 0 9.62 385 12.4 497 e 15 0.340 0 9.62 144 35.7 536 s 30 0.340 0 9.62 289 12.6 378 W 30 0.340 0 9.62 289 35.7 1072 all 145 0.340 0 9.62 1395 19.7 2857 n 72 0.580 0 16.4 1182 16.8 1213 n 58 0.340 0 9.62 561 10.6 617 e 39 0.340 0 9.62 374 30.4 1180 W 39 0.340 0 9.62 374 30.4 1180 all 136 0.340 0 9.62 1308 21.9 2976 e 6 0.340 0 9.62 58 35.7 214 t _rk wrightsoft- 2018 -May -1617:40:15 Righl•SuileO Universal 2018 18.0.13 RSU24011 Page 1 eAnaslasiaGLS%Lol237ThornbrookeAnastasiaGLS.rup Calc - MJ8 House laces: S 2A-2ov: 2 glazing, clr low -e oulr, air gas, vnl frm mat, clr innr, 1/4" gap, e 5 0.340 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft overhang (3.17 ft window hl, 11.67 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr low -e ouir, air gas, vnl irm mat, clr innr, 1/4" gap, a 13 0.340 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft overhang (4.2 ft window hi, 11.67 ft sep.); 6.67 ft head ht Doors 11 D0: Door, wd sc type se 23 0.390 n 22 0.390 all 45 0.390 Ceilings 16CR-38ad: Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 1/2" 1482 0.026 gypsum board int insh Floors 20P-191: Fir floor, frm fir, 12" thkns, r-19 cav ins, gar ovr 13 0.050 22A-Ipl: Bg floor, light dry soil, on grade depth 147 0.989 F- wrightsoft- Ik...., Plight-Sude® Universal 2018 18.0.13 RSU24011 eAnastasiaGLS%Lol237ThornbrookeAnastasiaGLS.rup Calc = MJ8 House laces: S 0 9.62 51 30.4 160 0 9.62 125 30.4 393 0 11.0 250 12.0 272 0 11.0 243 12.0 264 0 11.0 493 12.0 536 38.0 0.74 1090 1.15 1705 19.0 1.41 18 0.71 9 0 28.0 4126 0 0 2018 -May -16 17:40:15 Page 2 I RIQIG • Iu8 CONDRIONDIB Component Constructions Job: Lot237T hornbrookeAna' DEL-AIRDate: 5/16/18 ahu I ... 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 600 Red Rose Lane, Sanford, FL 32771 Location: Or Indoor: Heating Cooling Orlando Intl AR FL, US Loss Clg HTM Indoor temperature (°F) 70 75 Elevation: 95 it Btuh/11'-•F Design TD (°F) 28 18 Latitude: 280N Walls Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 1.5 46.4 Dry bulb (°F) 42 93 Infiltration: 7.5 2.69 Daily range (°F) - 17 ( M) Method Simplified 433 Wet bulb (°F) - 76 Construction quality Average 721 Wind speed (mph) 15.0 7.5 Fireplaces 0 7.5 Construction descriptions Or Area U -value Insul R Hig HTM Loss Clg HTM Gain 0.580 0 M Btuh/11'-•F p>••FBtuh BWh/ha Bluh BNh/ha Biuh Walls 9.62 561 10.6 617 39 0.340 0 13A-7.5ocs: Blk wall, stucco ext, r-9 ext bd ins, 8" Ihk, 1/2" gypsum n 150 0.095 7.5 2.69 402 1.67 249 board int Irish a 433 0.095 7.5 2.69 1163 1.67 721 21.9 se 24 0.095 7.5 2.69 63 1.67 39 160 s 51 0.095 7.5 2.69 138 1.67 86 W 470 0.095 7.5 2.69 1263 1.67 783 all 1127 0.095 7.5 2.69 3030 1.67 1879 Partitions 12C-Osw: Frm wall, r-13 cav ins, 1/2" gypsum board int Irish, 2"x4" wood Irm, 16" o.c. stud Windows 2A-2omd: 2 glazing, clr low -e outr, air gas, mil no brk Irm mal, clr innr, n 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.32), 11 it overhang (8 ft window ht, 0 it sep.), 6.67 it head ht 2A-2ov: 2 glazing, clr low -e outr, air gas, vnl Irm mal, Or innr, 1/4" gap, n 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 it e overhang (6.3 it window ht, 11.67 it sep.); 6.67 it head ht W all 2A-2ov: 2 glazing, clr low -e oulr, air gas, vnl Irm mal, clr innr, 1/4" gap, e 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 it overhang (3.17 ft window ht, 11.67 it sep.); 6.67 it head hl 2A-2ov: 2 glazing, clr low -e oulr, air gas, vnl Irm mat, clr innr, 1/4" gap, e 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 it overhang (4.2 it window ht, 11.67 it sep ); 6.67 it head ht 218 0.091 13.0 2.58 562 1.44 315 72 0.580 0 16.4 1182 16.8 1213 58 0.340 0 9.62 561 10.6 617 39 0.340 0 9.62 374 30.4 1180 39 0.340 0 9.62 374 30.4 1180 136 0.340 0 9.62 1308 21.9 2976 5 0.340 0 9.62 51 30.4 160 13 0.340 0 9.62 125 30.4 393 Doors 11 DO: Door, wd sc type se 23 0.390 n 22 0.390 all 45 0.390 z _rk wrightsoft' Right-Smle® Universal 2018 18.0.13 RSU24011 eAnaslasiaGLS\Lo1237ThornbrookeAnaslasiaGLS.rup Calc = MJ8 House laces: S 0 11.0 250 12.0 272 0 11.0 243 12.0 264 0 11.0 493 12.0 536 2018 -May. 16 17:40:15 Page 3 Ceilings 16CR-38ad: Atlic ceiling, asphalt shingles root mal, r-38 ceil ins, 1/2" 12 0.026 gypsum board lntfns; h Floors 22A-tpl: Bg floor, light dry soil, on grade depth 147 0.989 wrightsc3o Right -Suite® Universal 2018 18.0.13 RSU24011 eAnaslasiaGLS%Lol2377hornbrookeAnaslasiaGLS rup Calc = Mill House laces: S 38.0 0.74 9 1.15 14 0 28.0 4126 0 0 2018 -May -16 17:40:15 Page 4 Component Constructions Job: Lot237ThornbrookeAna! DELAIR ... Date: 5/16/18 NfA1lIN6 •AIB CONmnONDIR ^d I % u 2 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 600 Red Rose Lane, Sanford, FL 32771 Location: Orlando Intl AP, FL, US Elevation: 95 ft Latitude: 280N Outdoor: Heating Cooling Dry bulb (°F) 42 93 Daily range (°F) - 17 ( M) Wet bulb (°F) - 76 Wind speed (mph) 15.0 7.5 Indoor: Indoor temperature (°F) Design TD (°F) Relative humidity (%) Moisture difference (gr/Ib) 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 W BNh/hl-•F pr••F/BNh aluh/Ip BWh Bluh/Ilp Bwh Walls 12C-Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int n 200 0.091 13.0 2.58 515 2.34 469 fnsh, 2"x4" wood frm, 16" o.c. stud a 470 0.091 13.0 2.58 1209 2.34 1100 S 240 0.091 13.0 2.58 618 2.34 562 W 461 0.091 13.0 2.58 1186 2.34 1079 all 1370 0.091 13.0 2.58 3528 2.34 3210 Partitions none) Windows 2A-2ov: 2 glazing, cir low -e ouir, air gas, vnl Irm mat, Or innr, 1/4" gap, n 30 0.340 0 9.62 289 12.4 373 1/8" thk; NFRC rated (SHGC=0.31); 1 it overhang (5 It window ht, 1 fl n 40 0.340 0 9.62 385 12.4 497 sep.); 6.67 0 head ht a 15 0.340 0 9.62 144 35.7 536 s 30 0.340 0 9.62 289 12.6 378 W 30 0 340 0 9.62 289 35.7 1072 all 145 0.340 0 9.62 1395 19.7 2857 2A-2ov: 2 glazing, clr low -e ouir, air gas, vnl frm mat, Or innr, 1/4" gap, e 6 0.340 0 9.62 58 35.7 214 1/8" thk; NFRC rated (SHGC=0.31); 1 It overhang (3 It window ht, 1 R sep.); 6.67 ft head ht Doors none) Ceilings 16CR-38ad: Attic ceiling, asphalt shingles root mat, r-38 ceil ins, 1/2" 1469 0.026 38.0 0.74 1081 1.15 1690 gypsum board int tnsh Floors 20P-191: Fir floor, Irm fir, 12" thkns, r-19 cav ins, gar ovr 13 0.050 19.0 1.41 18 0.71 9 wrightsoft- 2018 -May -16 17.40:15t Righ1•Suile6i Universal 2018 18 0.13 RSU24011 Page 5 A'CK . eAnastasiaGLS\Lol237ThornbrookeAnaslasiaGLS.rup Calc = MJ8 House laces S 1 DEL -AIR Project Summar Job: Lot237ThornbrookeAna... 1 y Date: 5/16/18 t t„+t: • a 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 600 Red Rose Lane, Sanford, FL 32771 Notes: RVSD 2/1/16 JA LS 3/22/16 JA LS 4/4/16 JA LS 6/10/16 JA Desi_qn Information LS 6/1,x/A LS 9/291 At Rr: Orlando Intl AR FL, US Winter Design gA6iJY8;JA Summer Design Conditions Outside db 42 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 28 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 46 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 22674 Btuh Structure 22270 Btuh Ducts 8358 Btuh Ducts 12330 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 31032 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 34600 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 4164 Btuh Ducts 2543 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling Area (ftz) 2582 2582 Equipment latent load 6707 Btuh Volume (ft3) 26929 26929 Air changes/hour 0.41 0.21 Equipment Total Load (Sen+Lat) 41307 Btuh Equiv. AVF (cfm) 184 94 Req. total capacity at 0.70 SHR 4.1 ton Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- Righl-Suile® Universal 2018 18 0.13 RSU24011 2018 -May -16 17,40,5 Pae 1gACCP....eAnaslasiaGLS\Lol237ThornbrookeAnaslasiaGLS rup Calc = MJ8 House laces S Job: Lot237ThornbrookeAna... DEL -AIR Project Summary Date: 5/16/18 RMINa•AMWN111111M 1r. 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 For: Taylor Morrison 600 Red Rose Lane, Sanford, FL 32771 Notes: RVSD 2/1/16 JA LS 3/22116 JA LS 4/4/16 JA LS 6/10/16 JA Desi_qn Information LS 6/14/17 JA LS 9/2y "t Ar: Orlando Intl AR FL, US Winter Design &;A6iJ11J;JA Summer Design Conditions Outside db 42 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 28 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 46 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 13597 Btuh Structure 12139 Btuh Ducts 4061 Btuh Ducts 5569 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh none) none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 17657 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 17709 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 2608 Btuh Ducts 1157 Btuh Central vent (0 cfm) 0 Btuh Heating cooling none) Area (f12 1467 1467 Equipment latent load 3765 Btuh Volume ()ft3) 13706 13706 Air changes/hour 0.38 0.20 Equipment Total Load (Sen+Lat) 21473 Btuh Equiv. AVF (cfm) 87 45 Req. total capacity at 0.75 SHR 2.0 ton Heating Equipment Summary Cooling Equipment Summary Make Lennox Make Lennox Trade LENNOX Trade LENNOX Model 14HPX-024-230-21 Cond 14HPX-024-230-21 AHRI ref 10258598 Coil CBA27UHE-024-230'++TDR AHRI ref 10258598 Efficiency 8.5 HSPF Efficiency 13.5 EER, 16 SEER Heating input Sensible cooling 18900 Btuh Heating output 21800 Btuh @ 47°F Latent cooling 6300 Btuh Temperature rise 24 OF Total cooling 25200 Btuh Actual air flow 840 cfm Actual air flow 840 cfm Air flow factor 0.048 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0.30 in H2O Static pressure 0.30 in H2O Space thermostat Load sensible heat ratio 0.82 Capacity balance point = 36 OF Backup: Input = 5 kW, Output = 16909 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed, w_ rightsoft- 2018 -May -1617.40:15 RCCA Right-Suile®Unrversal 2018 18 0.13 RSU24011 Page 2 eAnastasiaGLS%Lo1237ThornbrookeAnaslasiaGLS.rup Calc = MJ8 House laces: S DEL -AIR Project Summary Job: Lot237ThornbrookeAna... 1 7 Date: 5/16/18 MIMIC - NR COMT101m111 ah u 2 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 600 Red Rose Lane, Sanford, FL 32771 Notes: RVSD 2/1/16 JA LS 3/22/16 JA LS 4/4/16 JA LS 6/10/16 JA Information LS 6/1``x/A LS 9/291"t Rr: Orlando Intl AP, FL, US Winter Design A6ii1/d;JA Summer Design Conditions Outside db 42 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 28 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 46 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 9078 Btuh Structure 10130 Btuh Ducts 4297 Btuh Ducts 6761 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh none) none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 13375 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 16891 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 1556 Btuh Ducts 1386 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling none) Area (W 1115 1115 Equipment latent load 2943 Btuh Volume (ft3) 13223 13223 Air changes/hour 0.44 0.22 Equipment Total Load ($en+Lat) 19834 Btuh Equiv. AVF (cfm) 97 49 Req. total capacity at 0.75 SHR 1.9 ton Heating Equipment Summary Cooling Equipment Summary Make Lennox Make Lennox Trade LENNOX Trade LENNOX Model 14HPX-024-230-21 Cond 14HPX-024-230-21 AHRI ref 10258598 Coil CBA27UHE-024-230'++TDR AHRI ref 10258598 Efficiency 8.5 HSPF Efficiency 13.5 EER, 16 SEER Heating input Sensible cooling 18900 Btuh Heating output 21800 Btuh @ 47°F Latent cooling 6300 Btuh Temperature rise 24 OF Total cooling 25200 Btuh Actual air flow 840 cfm Actual air flow 840 cfm Air flow factor 0.063 cfm/Btuh Air flow factor 0.050 cfm/Btuh Static pressure 0.30 in H2O Static pressure 0.30 in H2O Space thermostat Load sensible heat ratio 0.85 Capacity balance point = 29 OF Backup: Input = 3 kW, Output = 11784 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- 2018 -May -1617:40'15 ACCP.-- 1_.,_...._..__. Right -Suite® Universal 2018 18.0.13 RSU24011 Page 3 eAnastasiaGLS\L01237ThornbrookeAnastasiaGLS rup Calc = MJ8 House laces: S DEL -AIR Kmwo • tun amrrmmw Right -JO Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407-333.2665 Fax. 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot237ThornbrookeAnastas... Date: 5/16/18 By: JA 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area Entire House 316.4 11 9.2 Il 2938.3 112 ahu 1 147.4 If 9.3 If 1469.0 112 Ty Construction number U -value Bluh/I12-•F) Or HTM BI119 Area (fly or perimeter (II) Load Bluh) Area (112) or perimeter (11) Load Bluh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 tt Vj/ CC VI/ T 12GOsw - - - 2A -ZDV 28-21v 13A-7.5ocs 2A-2omd 2A-2ov 0.091 0.340 0.340 0 095 0.580 0.340 n n n n n n 2.58 9.62 9.62 2.69 16.41 962 2.34 12.44 12.44 1,67 16.85 10.58 270 30 40 280 72 58 200 0 0 150 0 0 515 289 385 402 1182 561 489 373 497 249 1213 617 0 0 0 280 72 58 0 0 0 150 0 0 0 0 0 402 1182 561 0 0 0 249 1213 617 V11 - v W y/ L -G P 12C-Osw 2A -20v 2A-2ov .__ ___ _ 13A-7.5ocs 2A-2ov 2A-2ov 2A--ZDVVh 13-75ocs -- 0.095 t1D0 0.091 0.340 0.340 0.095 0.340 0.340 0.340 0.390 0.091 0.340 0.095 0.091 0.340 0.095 0.340 0.091 0.390 a a e a a a e se se_ s s s w w w w . n_ 2.58 9.62 9_62 2.69 962 962 9.62 2.69 11.04 258 9.62 2.69 2.58 9.62 2.69 9.62 2.58 11:04 2.34 35.73 573 1.67 30.36 30.36 3.0.36 1.67 11.99 2.34 12.61 1 67 2.34 35 73 671 30.36 1.44 11.99 491 6 t5 490 5 13 39 46 23 470 0 0 1209 58 144 1100 214 536 0 0 0 0 0 0 0 0 0 0 0 0. 721 160 393 1180 433 0 0 0- 1163 51 125 374 721 160 393 1180 490 5 13 39 433 0 0 0 1163 51 125 374 24 23-_ 63 250 39 272---- 46 23 24 23 63 250 0 0 39 272 0 0 86 0 783 1180 315 264 14 9 12C -Os w - 2A-2ov 13A-7.5ocs 12C-Osw - - - 2A-2ov 13A-7.5ocs -- - 2A-2Dv _ 12C-Osw 11DO 16CR-38ad 2OP-191 - - - - 270 30 51 491 30._____9 5 08 39 240 22 240 26 51138 461 618 289 11 86 289 1263 37_4 562 243 1090 562 378 86 1079 1072 783 1]80 315 264 17_05 0 0 51 0-- 0 0 0 51 0 0 470 0 218 22 12 136 0 0_0 1263 37-4. 562 243 470 0 218 22 1482 508 39 240 22 12C F 026 0050- 0.989 0.74 1.41 27.99 1.15 0.71 0.00 1482 13 1469 9 4126 13 147 18 4126 9 0 0 1469 147 6 c) AED excursion 0 0 Enve" loss/gain 16966 15466 10886 7486 12 a) Infiltration b) Room ventilation 5709 0 1808 0 2711 01 859 0 13 Internal gains. Occupants @ 230 Appliances/olher 6 1380 3615 6 1380 2415 Subtotal (lines 6 to 13) 22674 22270 13597 12139 14 15 Less external load Less transfer Redsinbution Subtotal Duct loads 1 379% 551/- 0 0 0 22674 8358 0 0 0 22270 12330 30'/- 46'/0 0 0 0 13597 4061 0 0 0 12139 5569 Taal room load Air required (clm) 31032 1680 34600 1680 1 17657 840 17709 840 Calculations approved by ACCA to meet all requirements of Manual J 81h Ed. wrig FstsoPR- 2018 -May -1617.40:15 AC6k Righl-Suile® Universal 2018 18 0.13 RSU24011 Page t eAnaslasiaGLS\Lol237ThornbrookeAnaslasiaGLS rup Calc - M.18 House laces: S DEL -AIR wanm • = comriume Right -M Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone, 407.333-2665 Fax 407-333.3853 Web: WWW.DEL-AIR.COM Job: Lot 237ThornbrookeAnastas... Date: 5/16/18 By: JA 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area ahu 2 1690 11 9.0 It 1469.3 f12 Ty Construction number U -value Bluh/IIZ•F) Or HTM 131 119 Area (11 or perimeter (11) Load BI h) Area or perimeter Load Heat Cool Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 Vj/ 12C-0sw 2A-2ov 2B -21v 0.091 0.340 0.340 n n n 2.58 9.62 9.62 2.34 12.44 12.44 270 30 40 200 0 0 515 289 385 469 373 497 11 y! I --C I-(; 13A-7.5ocs 2A-2omd 2A-2ov 0.095 0.580 0.340 n n n 2.69 16.41 9.62 1.67 16.85 10.58 0 0 0 0 0 0 0 0 0 0 0 0 V612C-Osw 2A-2ov 2A•2ovQ_3_40 0.091 0.340 a a a62 2.58 9.62 2.69 9.62 9.62 9.62 2.34 35.73 83 $ 491 6 15 470 0 0 1209 58 144 1100 214 536 0 0 0 0 yyy111 13A-7.5ocs 2A-2ov 2A-2ov 2A-2ov 0.095 0.340 0.340 0.340 a a a a 1.67 30.36 30.36 30.36 0 0 0 0 0 0 0 0 0 0 0 0 y/ 0 13A-7.5ocs 11D0 0.095 0.390 se se 2.69 11.04 1.67 11.99 0 0 0 0 0 0 0 0 y/ C 12C-Osw 0.091 0 340 s 5 2.58 962 2.34 12.61 270 30 240 26 618 289 562 378 W V/ L -C y/ G..2A:2ov P 26-2ov 13A-7.5(Ks 12C-0sw -- 2A -20v 13A-7.5ocs 12C-0sw 11 DO 0.095 s 1.67 0 0 0__0_ 0.091 0.340 w w 2.69 2.58 9.62 2.34 35.73 491 30 461 0 1186 2.89 0 O 1079 1072 0 095 0.340 w 2.69 1.67 0 0 0 0 0 0 091 039 w_ n 9.62 258 11.04 30.36 1.44 11.99 0 0 0 0 0 0 0 0 C 16CR-38ad 0.026 0.050 0.74 1.15 1469 1469 1081 1690 F 20P 191 1.41 0.71 13 13 18 9 F 224-tp1----0.9M 27.99 9.0 Q 6 c) AED excursion 0 Envelope loss/gain 6080 7981 12 a) Infiltration b) Room ventilation 2998 0 949 0 13 Internal gains. Occupants @ 230 Appliances/other 0 0 1200 Subtotal (lines 6 to 13) 9078 10130 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 47%, 67% 0 0 0 9078 4297 0 0 0 10130 6761 Total room bad Air required (clm) 13375 840 16891 840 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 7:=- FsoTt- 2018 -May -161740,15 AGA -" Right -Suite® Universal 2018 18 0.13 RSU24011 Page 2 eAnaslasiaGLS\Lol237ThornbrookeAnaslasiaGLS.rup Calc = MJ8 House laces: S RDEL-AIR Right -JO Worksheet M 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: Lot237ThornbrookeAnastas... Date: 5/16/18 By: JA 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area ahu 1 147.4 11 9.3 It 1469.0 112 mslr rm 42.0 It 9.3 11 heal/cool 170 x 15.5 It 263.5 I12 Ty Construction number U -value BtuWfi7 *F) Or HTM Eft 112) Area (fig 1 or perimeter (It) Load Ell h) Area (112) or perimeter (It) Load Bluh) Heat Cod Gross N/P/S Heal cod Gross N/P/S Heat Cool 6 11 Vj/ tl-----GG VL - I --G I -G 12C-Osw 2A-2ov 2B-2fv __ 13A.7.5ocs - -- - 2A-2omd 2A-2ov 0.091 0.340 0.340 0.095 0.580 0.340 n n n 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0------..o 150 0 0 0 0 402 1182 561 0 0 0 249 1213 617 0 0 0 0 0 0 0 0 0 0 0 0 144 0 617 n n in 2 69 16.41 9.62 1.67 16.85 10.58 280 72 58 145 0 58 86 0 0 232 0 561 V612C-0sw 2A-2ov 2A -M 0.091 0.340 0.34Q a a e 000 000 0-W 0.00 0.00 0_00 1.67 30.36 30.36 30.36 0 0 0 490 5 13 39 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TE 13A-7.5ocs 2A-2ov 2A-2ov 2A-2ov 0.095 0.340 0.340 0.340 a a a a 2.69 9.62 9.62 962 433 0 0 0 1163 51 125 374 721 160 393 1180 159 0 0 0 159 0 0 0 426 0 0 0 264 0 0 0 y! z 13A-7.5ocs 11 DO 0.095 0.390 se se 2.69 11.04 1.67 11.99 46 23 24 23 63 250 39 272 0 0 0 0 0 0 0 0 t -G 12C-0sw 2A-2oy 13A-7.5ocs 0.091 0.340 0.095 s 5 s 0.00 0.00 2.69 0.00 0_00 2.69 9.62 0.00 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 W - 1.67 0.00 0_00 1.67 30.36 51 0 0 st 0 0 138 86 0 0 0 0 0 0 0 0 y/ y/ L -G- 12C-0sw 2n-2ov 0 091 o 340 w w 0 0 0 0 0 0 0 0 13A-7.5ocs 2Dv 0 095 0.340 w w_ 508 39 470 0 1263 37_4 562 243 783 1180 315 264 89 0 89 0 238 0. 148 0 PI _ L -D_ 12C-0sw 11D0 0 091 0 390 n 2.58 11.04 1.44 11.99 240 22 218 22 0 0 0 0 0 0 0 0 C 16CR-38ad 0.026 0.74 1.15 12 12 9 14 0 0 0 0 F 20P-191 0 050 0.00 27 0 00 00 0 1469 0 147 0 0 0 0 0 0 F 22A -td 0 4126 0 264 42 1176 0 6 c) AED excursion 0 227 Envelope losstgain 10886 7486 2633 945 12 a) Infiltration b) Room ventilation 2711 0 859 0 772 0 245 0 13 Internal gains. Occupants @ 230 Appliances/other 6 1380 2415 1 230 600 Subtotal (lines 6 to 13) 1 13597 12139 3405 2020 14 15 Less external load Less transfer Redislnbulion Subtotal Duct loads 1 309/6 46% 0 0 0 13597 4061 0 0 0 12139 5569 30% 1 46% 0 0 0 3405 1017927 0 0 0 2020 Total room load Air required (cfm) I 1 17657 1 840 17709 840 4422 210 2947 140 Calculations aDDroved by ACCA to meet all reauirements of Manual J 8th Ed. FF&- wrigFslsoft- 2018 -May -1617:4015 Righl-SuileO Universal 2018 18 0 13 RSU24011 Page 3 eAnaslasiaGLS\Lol237ThornbrookeAnaslasiaGLS rup Calc - MJ8 House laces. S j DEL-AIR rsnlwo • aot COmitamle Right -JO Worksheet ahu 1 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD. FL 32771 hone 407.333-2665 Fax 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot 237Thorn brookeAnastas... Date: 5/16/18 By: JA 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area msir bth 12.0 It 9.3 11 heal/cool 12.0 x 8.0 It 96.0 112 mslr wic 0 It 9.3 It heaVcool 6.5 x 7.5 It 488 11' Ty Construction number U -value Bluh/112•F) Or HTM BI 119 Area (I(2) or perimeter (11) Load St h) Area (119 or perimeter (11) Load Btuh) Heal Cool Gross N/P/S Heat Cod Gross N/P/S Heal Cool 6 12C-Osw 2A-2ov 213-21v 0.091 0.340 0.340 n n n 0.00 000 0 00 0.00 0.00 000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 I -G 13A-7.5ocs 2A-2omd 2A-2ov 0.095 0.580 0.340 n n n 2.69 1641 9 62 1.67 16.85 10.58 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V6 2A-2ov 2A.Zov 12C-Osw 0.091 0.340 0340 0.095 0.340 0.340 0.340 a a a 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A-7.5ocs 2A-2ov 2A-2ov 2A-2ov a a a a 2.69 9.62 9.62 9.62 1.67 30.36 30.36 30.36 112 0 0 0 112 0 0 0 301 0 0 0 187 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 y/ L --D 13A-7.5ocs 11 DO 0.095 0.390 se se 2.69 11.04 1.67 11.99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 y/ C 12C-Osw 2A-2ov0.340 0.091 s s 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 13A-7.5ocs 0.095 16 0 0 0 0 0 0 0 0 V1/ G 12C -Os w ZA•2ov 0.091 0.340 0.095 0.3.40 s w w0.00- 2.69 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vj/ G. 13A•7.5ocs 29.2(N w 2.69 62 1.67 30.36 6 0 0 0 0 0 0 0 0 0 0 0 0 0_0 0 PI - LD 12C-Osw 11130 0.091 0.390 w_ n 9 2.58 11.04 1.44 11.99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 16CR-38ad 0.026 0.74 1.15 0 0 0 0 0 0 0 0 F 2OP-191 0.050 0.00 0.00 0 0 0 0 0 0 0 0 F 22n -td 0_-M 27 99 9 12 0 4. 0 0 0 6 c) AED excursion 26 1 Envelope loss/gain 637 161 0 1 12 a) Inlillralion b) Room verllitatton 221 0 70 0 0 0 0 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 0 0 0 5 Subtotal (Imes 6 to 13) 858 231 0 4 14 Less external load Less transler Redistnbuhon Subtotal Duct bads 309/6 1 46'/0 0 0 0 858 2% 0 0 0 231 106 30% 1 461/6 0 0 0 0 0 0 0 0 4 2 r Total room load Air required (ctm) 1114 53 336 16 0 0 7 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrGgFstsoft' 2018 -May -1617'40:15 eN - Right-Sumle® Universal 2018 18 0 13 RSU24011 Page 4 eAnaslasiaGLS\Lol237ThornbrookeAnastasiaGLS.rup Calc - MJ8 House laces: S 2 DEL -AIR Right -J® Worksheet lenrwo•es'txtrortormre 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: Lot237ThornbrookeAnastaS... Date: 5/16/18 By: JA 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area msir we 0 If 9.3 It heat/cool 5.5 x 3.5 It 19.3 02 study 105 It 93 It heat/cool 10.5 x 115 It 120.8 112 Ty Construction number U -value BtuWfl2-*F) Or HTM Btuhlll Area (112) or perimeter (It) Load BI h) Area (112) or perimeter (II) Load Bluh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heal Cod 6 11 Vy -- CC 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12C -Os w 2A-2ov 2B -21v 13A-7.5ocs -- 2A-2omd 2A-2ov 0.091 0.340 0.340 0.095 0.580 0.340 n n n n n n 0.00 0.00 0.00 2.69 16.41 9.62 0.00 0.00 000 1.67 16.85 10.58 0 0 0 0 0 0 0 0 0 0 0 0 U12C-Osw vh13A-7.5ocs Vy D 2A-2ov 2A-2ov 0.091 0.340 2349 a a a 0.00 0.00 0_00 0.00 0.00 O.OQ 0 0 0 0 0 0 0 0 0 0 0 Q 0 0 0 0 0 0 0 0 0 0 0 0 98 0 0 39 0 0 0 0 0 0 0 0 0 0 0 0 59 0 0 0 0 0 0 0 0 0 0 0 0 0 0 159 0 0 374 0 0 0 0 0 89 0 0 1180 0 6 2A-2ov 2A-2ov 2A-2ov 13A-7.5ocs 11 DO 0.095 0.340 0.340 0.340 a a a a 2.69 9.62 9.62 9.62 1.67 30.36 30.36 30.36 0 0 0 0 0 0 0 0_ 0 0 0 0 0 0_00_ 0 0 0.095 0.390 se 2.69 11.04 1.67 11.99 0 0 0 0 y/ Y_C_ 12C -Os w 2A-2ov I3-A-41-oos 12C-Osw 26-2ov 13A-7.5ocs 2A-2ov 0 091 0.340 0 095 0.091 0.340 0.095 0.3.40 0.091 0.390 se_ s s _ s w w w v- n 000 0.00 2.69__1.67 0.00 000 269 9.62 258 11.04 0.00 0.00 0.00 0.00 1.67 30.36 0 0 0 0 0 0 0 0 0 0 0 0___ W Ly/ G W T -C. P L -D 0 6 0 0 0 0 0 0___0 0 O. 0 0 0 0 0 n 0 12C-Osw 11 DO 1.44 11.99 0 0 0 0 0 0 0 0 0 0 0 0 0 C F F 16CR-38ad0.026_ ZOP-191 224dd 0.050 299 0.74 1.15 0 00_ 0 0 0 0 0 121 0_ 0 11 0 0 0 0 0 0.00 0.00 QQ 0 0 O 0 6 c) AED excursion 1 276 Envelope losston 0 1 827 1554 12 a) Infiltration b) Room ventilation 0 0 0 0 193 0 61 0 13 Internal gains. Occupants @ 230 Appliances/other 0 0 5 0 0 0 Subtotal (Imes 6 to 13) 0 4 1020 1615 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 30% 465/6 0 0 0 0 0 0 0 0 4 2 301/6 46% 0 0 0 1020 305 0 0 0 1615 741 Total room load Air required (cfm) 0 0 7 0 1 1324163 2356 112 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrGgFstsoft' 2018 -May -1617:40:15 M - Righl-SmleO Universal 2018 18.0.13 RSU24011 Page 5 eAnastasiaGLS\Lol237ThornbrookeAnaslasiaGLS rup Calc = MJ8 House laces: S QDEL-AIR rennro • om wronown Right -JO Worksheet ahu 1 DEL -AIR HEATING & AIR CPNDITIONING 531 CODISCO WAY, SANFORD. FL 32771 hone: 407.333.2665 Fax 407.333.3853 Web: WWW.DEL-AIR.COM Job: Lot237ThornbrookeAnastas... Date: 5/16/18 By: JA 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area Of 6.5 It 9.3 It heat/cool 6.5 x 6.5 It 42.3 112 pwdr 12.0 II 9.3 It heat/cool 6.5 x 6.5 11 42.3 II= Ty Construction number U -value Bluh/IIZ°F) Or HTM BI 112) Area (I12) or perimeter (11) Load Ell h) Area (I11) or perimeter (11) Load Bluh) Heat Cool Gross N/P/S Heal Cool Gross N/P/S Heal Cod 6 11 n n n n0 n n 000 0.00 0.00 2.69 16.41 9.62 000 0.00 0.00 1.67 1685 10.58 0 0 0 6 0 0 0 0 0 0 0 0 V/ I-( C Vj1 L -( 1215-0sw 2A-2ov 2B -21v0.340 13A-7.5ocs -- 2A-2omd 2A-2ov 0.091 0.340 0.095 0.580 0 340 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12C-Osw 2A-2ov 2A-2ov 0.091 0.340 0_340 0.095 0.340 0.340 0.340 a a a a a e 0.00 0.00 000._ 2.69 9.62 9.62 9 62 0.00 0.00 0.00 1.67 30.36 30.36 30.36 1.67 11.99 6.60 0 00 1.67 0.00 POO___ 1 67 30.36 1.44 11.99 0 0 U 61 0 13 0 0 0 0 0 0 0 0__-0-_ 0 0 0 0 0 48 0 0 0 0 0 0 0 0--- 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A-7.5ocs 2A-2ov 2A-2ov 2A -20v 128 0 125 0 80 0 393 0 0 0 61 5 0 0 55 0 0 0 149 51 0 0 Q 92 160 0 0 yl D 13A-7.5ocs 11 DO 0.095 0.390 0.091 0,340 0 m 0.091 0.340 0.095 340 0.091 0.390 0.026 0.050 Q se se s s s w w w w_ n 2.69 11.04 0.00 000 2.69 0.00 0_00 2.69 9.62 2.58 11.04 0 0 0 0 0 0 0 0 0 y/ G VV_ i0 W G..2A: P LD 1210-0sw 2A-2ov 13A-7.5ocs 120-0sw 2A-2ov 13A-7.5ocs 0 0 0- 0 0-0---00 0 0 0 0 0 0 0 0 0 0 0 0 0 0- 0 138 0 0 0 0. 0 0 86 0 0 0 0 0 0 51 0 0 0 51- 0 0 0 0 0 12C-Osw 11 DO 0 0 0 0 0 0 0 0 C F F - 16CR 38ad _ 0.74 1.15 0 0 0 R2--7 0 0 0 0 0 0 0 0 0 6 2OP-191 0.00 27.99 0.00 O OQ 0 0 0 42 0 12 0_ 336 0 022A-1 d 6 c) AED excursion 25 15 Envelope loss/gain 435 497 673 353 12 a) Infiltration b) Room ventilation 120 0 38 0 221 0 70 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 600 0 0 0 Subtotal (lines 6 to 13) 554 1135 894 423 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 30'/ 1 461/0 0 0 0 554 166 0 0 0 1135 521 30% 46% 0 0 0 894 267 0 0 0 423 194 Total room load Air required (clm) 720 34 1656 79 1161 55 616 29 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wr6WW t.C.Vt- 2018 -May -1617:40:15 Right -Suite® Universal 2018 18.0.13 RSU24011 Page 6 eAnastasiaGLS%Lol237ThornbrookeAnaslasiaGLS rup Calc = MJ8 House laces: S RDEL--AIR Right -JO Worksheet mnTw-=commmmra 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: LOt237ThornbrookeAnastaS... Date: 5/16/18 By: JA 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area lamily rm 35.0 11 9.3 It heat/cool 20.5 x 14.5 It 297.3 02 dining rm 10 0 It 9.3 It heat/cool 1.0 x 210 0 It 210.0 II= Ty Construction number U•valueBluNllZ•F) Or HTM BI 112) Area (119 or perimeter (II) Load BI h) Area (119 or perimeter (ft) Load Bluh) Heat Cool Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 11 V(/ _ cGa C• T 12C -0s w 2A•2ov 28-21v 13A•7.5ocs 2A-2omd 2A-2ov 0.091 0.340 0.340 0.095 0.580 0340 n n n n n n 0.00 000 000 2.69 16.41 9.62 0.00 0.00 0.00 1.67 16.85 10.58 0 0 0 135 72 0 0 0 0 63 0 0 0 0 0 0 0 0 106 1213 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 170 1182 0 TE 13A•7.5ocs Y-0 V/ W V/ G_ y/ G. PI - D_ 12C-Osw 2A -20v 2A-2ov 2A•2ov 2A•2ov 2A-2ov 13A-7.5ocs tIID0 - 12C•Osw 2A-2ov _ 13A-7.5ocs 12C•Osw - 2A_2ov 13A•7.5ocs 2A•2ov 12C-Osw 11 DO 16CR-38a_d 20P-191 22A-Ip1 ---- 0.091 0.340 0_340 0.095 0.340 0.340 0.340 0.095 0.390 0.091 0.340 0.095 0.091 0_340_w 0.095 0.340-w--9.62 0.091 Q_390 0.026 6-050 0_989 a a P_ a a a e se se s s s w w n 0.00 0.00 x,00 2.69 9.62 9.62 9.62 2.69 11.04 0.00 0.00 2.69- 000 000 2.69 258 11.04 0.74 000 27.99 0.00 0.00 0_W 1.67 30.36 30.36 30.36 1.67 11,99 0.00 0.00 1.67 0.00 0,00 1.67 30.36 1.44 1199 1.15 0.00 0.00 0 0 0 0 Q 0 0 0 0 0 0 0 0 Q 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 146 374 0 0_ 0 0 0 0_____0 0 0 0 0 0 0 0 0 0 0 0 0 00 Q 0 0 0 191 0 191 0 514 n 319 0 93 39 54 0 91 I180 0 0 0 0 0 0 0 0 0 0 0 0 0 0_ C F F - 0 0 0___0 0 0 0 0 280 0 0 0 0 297 0 0 0 0 0 21Q 0 10359W- 6 c) AED excursion 279 467 Envelope loss/gain 2846 1358 800 1737 12 a) Inliltrabon b) Room ventilation 644 0 204 0 184 0 58 0 13 Internal gains: Occupants @ 230 Apphances/olher 4 920 0 1 230 0 Subtotal (lines 610 13) 3489 2482 984 2025 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 30-/- 461/6 0 0 0 3489 1042 0 0 0 2482 1139 309/6 46% 0 0 0 984 294 0 0 0 2025 929 Total room load Air required (c1m) 4531 216 3620 172 1 1 1278 61 2954 140 Calculations aDDroved by ACCA to meet all requirements of Manual J 8th Ed r"F wrigFslsoPt- 2018 -May -1617:4015 AGC$ -^ Right -Suite® Universal 2018 18 0.13 RSU24011 Page 7 eAnaslasiaGLS%Lol237ThornbrookeAnastasiaGLS.rup Calc - MJ8 House laces: S RDEL--AIR Right -JO Worksheet r.m.m•owommnaimw ahu 1 DEL -AIR HEATING & AIR CgNDITIONING 531 CODISCO WAY, SANFORD. FL 32771 hone: 407.333.2665 Fax: 407.333.3853 Web: WWW.DEL-AIR.COM Job: Lot237ThornbrookeAnastaS... Date: 5/16/18 By: JA 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area pantry 0 It 93 It heal/cool 6.0 x 3.5 If 21.0 112 kitchen 19.4 It 9.3 II heal/cool 1.0 x 308.0 II 308.0 W Ty Construction number U -value Bluh/112-•F) Or HTM BI 112) Area (111) or perimeter (ft) Load Btuh) Area (112) or perimeter (II) Load Bluh) Heat Cool Gross N/P/S Heal Cod Gross N/P/S Heat Cod 6 111 Vjl - CC 12C-Osw 2A -20v 28-21v 13A-7.50cs 2A-2omd 2A-2ov n n n n n n 0.00 0.00 0.00 2.69 16.41 9.62 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.091 0.340 0.340 0.095 0.580 0.340 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 1.67 16.85 10.58 12C-Osw 2A-2ov ZA-?ov -- 50cs 2A-2ov 2A-2ov 2A-2ov 0.091 0.340 X40e a a 0.00 0.00 200 0.00 0.00 Q.90 0 0 0______Q_0 0 0 0 0 0 0 0 0 0 0- 0 0 0 0 0 Q 0 0.095 0.340 0.340 0.340 a a a a 2.69 9.62 9.62 9.62 1.67 30.36 30.36 30.36 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 vb13A-7 YL -O y/ G W V/ G yl 1--G P L -D C -_ F F 13A-7.5ocs 11D0 _ 12C -Os 2A-2ov cs13A -7.5o -- 12C -Os w 2A-2ov _ __ __ - 13A-7.5ocs 2A -20v-_ _ 12C-Osw 11 DO 16CR_38ad 2OP-1.191 22A.tpl ---- 0.095 0.390 se se 2.69 11.04 1.67 11.99 0 0 0 0 0 0 0 0 46 23 24 23 63 250 0 0 39 27.2 0 0 0. 0 0 226 0 0.091 0.340 0.095 0.091 0340 0.095 0.340 0.091 0.390 s s s _ w w w w- n 0.00 0.00 2.69 0.00 0.00 2.69 9.62 2.58 11.04 0.00 0.00 67 0.00 0_00 1.67 30.36 0 0 0 0 0 0 0 0_ 0 0 0 6 0 0 0 0 6 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 135 0 135 0 0 364 0 144 11.99 0 0 0 0 0 0 240 22 218 22 12 0 19 562 243 315 264 14 0 0 0.74 1.15 0 0 0 0-1-2- 9 0 0_026 0.050 Q- 0.00 0.00 X40 0 0 0 0 0 p 0 21 0 6 c) AED excursion 1 247 Envelope loss/gain 0 1 2035 882 12 a) Inldlrabon b) Room ventilation 10 0 0 0 358 0 113 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 5 0 0 1200 Subtotal (lines 610 13) 0 4 2392 2196 14 15 Less external load Less transfer Redistribution Subtotal Duct bads W/. 1 461/. 0 0 0 0 0 0 0 0 4 2 W/6 1 461% 0 0 0 2392 715 0 0 0 2196 1007 Total room load Air required (clm) I 1 0 0 071r1131107 148 3203 152 Calculations aDDroved by ACCA to meet all requirements of Manual J 8th Ed. PP~ wrigF t:zcwrt- 2018 -May -16 17.40:15 ACCF -'-' Righl-Suite® Universal 2018 18.0 113 RSU24011 Page 8 eAnastasiaGLS%Lol237ThornbrookeAnaslasiaGLS rup Calc - MJ8 House laces S DEL --AIR Right -JO Worksheet NUT=•mlcorrornmmro ahu 2 DEL -AIR HEATING & AIR CQNDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone: 407-333-2665 Fax 407.333.3853 Web WWW.DEL-AIR.COM Job: Lot 237ThornbrookeAnastas... Date: 5/16/18 By: JA 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area ahu 2 169 0 It 9.0 II 1469.3 02 rm 2 39.5 It 9.0 It heal/cool 14.5 x 15.5 It 224.8 112 Ty construction number U -valueBluWflZ'F) Or HTM BI IV) Area (112) or perimeter (II) Load BI h) Area (112) or perimeter (II) Load Bluh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heal Cod 6 11 Vjl Vy Imo; 12C-Osw 2A-2ov 2B -21v 13A-7.5ocs - - 2A-2omd 2A -20v 0.091 0.340 0.340 0.095 0.580 0.340 n n n_ n n n 2.58 9.62 9.62 0.00 0.00 0 00 2.34 12.44 12.44 0.00 0.00 0.00 270 30 40 0 0 0 200 0 0 0 0 0 515 289 385 0 0 0 469 373 497 0 0 0 140 30 0 110 0 0 282 289 0 0 0 0 257 373 0 0 0 0 0 0 0 0 0 0 12C-0sw 2A-2ov ZA-$ov0-3 0.091 0.340 0.095 0.340 0.340 0.340 a a e 2.58 9.62 9 3 2.34 35.73 3 73 491 6 15 470 0 0 1208 58 144 1100 214 5 6 0 0 0 0 131 0 0 131 0 o 336 0 Q 306 0 0 y/ 13A-7.5ocs 2A-2ov 2A-2ov 2A-2ov a a a a 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00__ 0.00 000 234 12.61- 0.00 2.34 3.5.73 0.00 0.00 0.00 0_00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 yl D 13A-7.5ocs 11 DO 0.095 0.390 se se 0.00 0.002.5B 9.-62 0.00 2.58 9.62 0.00 0.00 000 0.00 0 0 0 0 0 0 562 378 0 1079 0 0 0 0 0 0 0 0__ 0 0 0 0 0 200 0 0 0 0 Vyi5 12C-Osw 2A-2ov 13A-7.5ocs _ 12c-Osw 2A-2ay 13A-7.5ocs 2A-2ov ---- - 12C-Osw 11 DO 0.091 0.340s s s 270 30- 0- 491 30 240 26- 618 289 0 0 0 0 00 0 W Y_G L -C, P L -D 0 461 0 0- 86 0 0_0____. 86 0 220 0---.--P 0.095 0.091 0340 0 095 0.340 0.091 0.390 w w w w_ n 1186 2891072 0 0 0 0______0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 16CR-38ad 0.026 0.74 1 01 Q_ -W 1.16 0.71 X09 1469 1469 1081 1690 225 225 165 259 F 2OP-191 0.050 13 0 13 0 18 9 0 0 0 0 0 0 0 0 0_-__O. 6 c) AED excursion 0 101 Envelope loss/gain 6080 7981 1292 1293 12 a) Infiltration b) Room ventilation 2998 0 949 0 701 0 222 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 1200 0 0 300 Sublotal (lines 6 to 13) 9078 10130 1993 1815 14 15 Less external load Less Iransler Redslribuhon Subtotal Duct loads 471/6 1 671/6 0 0 0 9078 4297 0 0 0 10130 6761 47% 671/6 0 0 0 1993 943 0 0 0 1815 1212 Total room load Air required (clm) 13375 840 168912936 840 184 3027 151 Calculations aooroved by ACCA to meet all requirements of Manual J 81h Ed. i F wrigFstsoit- 2018 -May -1617:40:15 ACC.F. Right-Sumle® Universal 2018 18 0 13 RSU24011 Page 9 eAnaslasiaGLS%Lol237ThornbrookeAnaslasiaGLS.rup Calc - MJ8 House laces S DEL -AIR rrrnrno • mr aronmmw Right -JO Worksheet ahu 2 DEL -AIR HEATING & AIR CgNDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone: 407.333.2665 ax: 407.333.3853 Web WWW.DEL-AIR.COM Job: Lot237ThornbrookeAnastas... Date: 5/16/18 By: JA 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area bth 2 9.0 It 9.0 11 heat/cool 9.0 x 6.0 0 540 112 blh 3 11.5 It 9.0 It heal/cool 11.5 x 6.0 It 69.0 Ili Ty Construction number U -value Btull/Itz.•F) Or HTM BI 112) Area (42) or perimeter (II) Load BI h) Area (112) or penmeter (0) Load Bluh) Heal Cool Gross N/P/S Heat cod Gross N/P/S Heal Cod 6 11 C C V 1 12C-Osw 2A-2ov 2121-21v 13A-7.5ocs -" -- ZA•2omd 0.091 0.340 0.340 0.095 0.580 0.340 in n a__ n n n 2.58 9.62 9 62 0.00 0.00 0.00 2.34 1244 12.44 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 U13A-7.5ocs W V/ Y --f 2A-2ov 12C-Osw 2A-2ov 2A-2qv 2A-2ov 2A•2ov 2A•2ov 13A-7.5ocs 1100 _- 1210.0sw 2A•2ov 13A•7.Socs 12C -Os -- 2A•2ov _ 13A-7.50cs 2A_2ov 1210-0sw 11 DO 16CR-38W _ _ _ 20P-191 22A -t l 0.091 0.340 0.340 0.095 0.340 0.340 0.340 a a a a a a a 2.58 9.62 X63 0.00 0.00 0.00 0.00 2.34 35.73 35 73 0.00 0.00 0.00 0.00 81 6 Q 75 0 0 193 58 0 176 214 0 104 0 0- 104 0 0_-- 267 0 0 0 0 0 0____0 243 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0__ 0 0 0 0_ 0.095 0.390 0.091 0.340 0.095 0.091 0.340 0.095 0.340 0.091 0.390 0.026 0.050 0_89 se se s s s w w w w_ n 0.00 0000_00 2 58 9.62 0.00 2.58 9.62 0.00 0.00 0.00 0_00 0.74___ 0' 1.41 0.00 0.00 2.34 12.61 o:o0 2.2.34 35.73 0.00 0.00 0.00 0_00 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0__-0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09- 0 0 0 0 0 W 1M LG Vy C PI 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0___0 0 0-__- 0 0 0 0 0 0 0 0 C F F 1.15 0 71 Qw 54 54 40 62 69 51 0 79 00 0 0 0 0 0 0 6.9 0 0 6 c) AED excursion 4 20 Envelope loss/gain 291 456 317 302 12 a) Inliltralion b) Room ventilation 160 0 51 0 204 0 65 0 13 Internal gams: Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 450 507 521 366 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 1 471/6 67^/ 0 0 0 450 213 0 0 0 507 338 47%, 671% 0 0 0 521 247 0 0 0 366 244 Total room load Air required (clm) 663 42 845 42 1 768 48 611 30 Calculations approved by ACCA to meet all requirements of Manual J 81h Ed. wrigFstsofP!- 2018 -May -1617:40:15 4G A Right.Suile® Universal 2018 18 0 13 RSU24011 Page 10 eAnaslasiaGLS1Lol237ThornbrookeAnaslasiaGLS.rup Calc a M.18 House laces: S DEL -AIR Right -JO Worksheet R01111I0• AOIahu 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: LOt237Thorn brookeAnastaS... Date: 5/16/18 By: JA 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area rm 4 28.0 1t 90 It heaVcool 14.0 x 14.0 Il 196.0 112 rm 3 wic TO It 9.0 II heat/cool 9.5 x 5.0 It 47.5 112 Ty Construction number U -value 131uh/112-•F) Or HTM Blut tl2) Area (112) or perimeter (11) Load 81 h) Area (112) or perimeter (It) Load Stuh) Heat Cool Gross N/P/S Heat cod Gross N/P/S Heal cod 6 11 0 0 0 0 0 0 Vj/ - L-- CC y/ Lia 12C-Osw 2A-2ov 28-21v 13A-7.5ocs -- -- - 2A•2omd 2A•2ov 0.091 0.340 0.340 0.095 0.580 0.340 n n n n n n 2.58 9.62 9.62 0.00 0.00 0.00 2.34 12.44 12.44 0.00 0.00 000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 b 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vjl -- D VjJ G VV Y12C-Osw-- LG yl PI _ L -D 1210 Osw 2A-2ov 24 -toy --- Socs 2A-2ov2A -2o 2A-2ov 2A•2ov 13A•7.5ocs 11D0 1210-0sw 2A-2ov 13A-7.50cs - - 2A•2ov 19A-7.5ocs 2A -ZDV.- -- ----- 12C-Osw 11 DO 0.091 0.340 40 a a 2.58 9.62 9.62 2.34 35.73 X4 7 126 0 15 111 0 0 0 0 0 286 0 144 0 0 0 0 260 0 0 0 0 0 0 0 260 189 0 0 0 0 0 0 18 0 Q 0 0 0 0 18 0 0 0 0 0 0 46 0 0 0 0 0 0 42 0 0 0 0 0 0 0.095 0.340 0.340 0.340 a a a a 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0.095 0.390 se se 0.00 0.00 0.00 0.00 0 0 0 0 0 111 13 0 0 0 0 0--0------0-- 0 0 286 144 0 0 0 0 0 0 45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 105 0 0.091 0.340 0.095 s s s 2.58 962 0.00 2.34 12.61 0.00 2.34 35.73 0.00 0.00 126 15 45 0 0 0 0 0 0-0-0 0 0 116 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.091 0.340 0.095 0.390 0 091 0.390 w w w w- n 2.58 962 0.00 O DO 0.00 0.00 0 00 0.00 0 0 0 0 0 0 0 0 C 16CR-38ad 0.026 0.74 1.15__196___ 0 0 196 0 0 144 225 48 48 35 16 55 8F2OP-191 0.050 1.41 0.71_ 0 0 11 11 0,.42 X40 6 c) AED excursion 102 13 Envelope loss/gain 1005 1369 213 197 12 a) Inliltralion b) Room ventilalion 497 0 157 0 124 0 39 0 13 Internal gains, Occupants @ 230 Appliances/other 0 0 300 0 0 0 Subtotal (lines 6 to 13) 1502 1827 337 236 14 15 Less external load Less transfer Redislnbtnion Subtotal Duct loads 479% 67%, 0 0 0 1502 711 0 0 0 1827 1219 47=/e 67=/ 0 0 0 337 160 0 0 0 236 158 Tolal room load Air required (clm) 2212 139 3046 151 497 31 394 20 Calculations aDDroved by ACCA to meet all requirements of Manual J 8th Ed. pk- wr601 tm wrt2018-May-16 17:40:15 ACC46. - ^' Right-SmleO Universal 2018 18.0.13 RSU24011 Page n eAnastasiaGLS\Lol237ThornbrookeAnastasiaGLS.rup Cak = MJ8 House laces: S I DEL--AIR Right -JO Worksheet lfl•1 10-=491mriaD)ra ahu 2 DEL -AIR HEATING & AIR CPNDITIONING 531 CODISCO WAY, SANFORD. FL 32771 hone: 407-333.2665 Fax, 407.333.3853 Web: WWW.DEL-AIR.COM Job: Lot 237ThornbrookeAnastaS... Date: 5/16/18 By: JA 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area rm 3 24.0 II 9.0 It heal/cod 13.0 x 11.0 It 143.0 It2 loll 11.5 It 9.0 It heat/cool 11.5 x 11.0 It 126.5 02 Ty Construction number U -value Bluh/112-°F) Or HTM BI 112) Area (fig 1 or perimeter (11) Load BI h) Area (112) or perimeter (II) Load Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cool 6 t t O___0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V(I rl---- LGa yJ C Lam; 12C-Osw 2A•2ov 28.21v 13A-7.5ocs 2A-2omd 2A-2ov 0.091 0.340 0.340 0.095 0 580 0 340 n n n n n n 2.58 9.62 9.62 0.00 0.00 0.00 2.34 12.44 12.44 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12C-Osw 2A -20v 0.091 0.340 0.340 0.095 0.340 0.340 0.340 a a 2.58 9.62 9,02 2.34 35.73 35_73 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TE 13A•7.5ocs 2A-2ov 2A -20v 2A-2ov e-- a a a a 0.00 0.00 0.00 0.00 0 0 0 0 0 0 84 13 0 117 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 yl 13A•7.5ocs 11 DO 12C-Osw 2A-2ov 13A-7.5ocs 0.095 0.390 0.091 0.340 0.095 0.091 0.340 0.095 0.340 0.091 0.390 0.026 0.050 0 se se - s s s7- w w w w- n 0.00 0.00 0.00 0.00 0 0 99 15 0 117 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0- 0 00 y/ Y -C_ 2.58 9.62 0.00 258 5t 62 0.00 0.00 000 0_00 0 74 1.41 000_0.00-- 2.34 12.61 0.00 2.34 35.73 0.00 0.00 0.00 0_00 1.15 0.71 216 144 197 189 0 0 0 0 0 0 0 0 W 0 301 0 0 0 0 0 0 274 0 0 104 30 0 0 0 74 0 0 189 2.89 0 0 0 0 0 172 1_0.72 0 0 0 0 y/ VLC_ 12C-Osw 2A-2ov 13A-7.5ocs 12C-Osw 11 DO 2A_2ov P LD 0 0 0 0 0 0 0 0 0 0 0 0 C F 16CR-38W _ 2pP-191 ol--- 143 1 0 143 1 0 105 165 127 127 93 146 0 0 2 0 1 0 0 0 0 0---0 0-- F 6 c) AED excursion 56 416 Envelope loss/gain 769 770 571 1806 12 a) Infiltration b) Room ventilation 426 0 135 0 204 0 65 0 13 Internal gains. Occupants @ 230 Appliances/other 0 0 300 0 0 0 Subtotal (lines 6 to 13) 11194 12041 775 1870 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 1 47% 671/6 0 0 0 1194 565 0 0 0 1204 804 479/, 679/6 0 0 0 775 367 0 0 0 1870 1248 Total room load Air required (c1m) 1760 111 2008 100 1 1142 72 3119 155 Calculations aDDroved by ACCA to meet all requirements of Manual J 8th Ed. wrighlsof!- 2018 -May -1617:40:15 AGS- -- Righl-SuileO Universal 2018 18.0.13 RSU24011 Page 12 eAnaslasiaGLS\Lol237ThornbrookeAnaslasiaGLS rup Calc = MJ8 House laces: S DEL -AIR Right -JO Worksheet MUM -=tOXOMOMM 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: Lot237ThornbrookeAnastas... Date: 5/16/18 By: JA 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area open to below 35.0 It 90 It heat/cool 20.5 x 14.5 11 297.3 Its stars 3.5 It 9.0 It heat/cool 1.0 x 311.3 It 311.3 11= Ty construction number U -value Bluh/112-OF) Or HTM BI 112) Area (fl2) or perimeter (fl) Load Bluh) Area (II7) or perimeter (11) Load Bluh) Heat Cod Gross N/P/S Heal Cod Gross N/P/S Heat cool 6 1 1 Vj/ - I-( Ci 12C-Osw - --- - 2A-2ov 2B -21v 13A.7.5ocs 2A-2omd 2A-2ov 0.081 0.340 0.340 0.095 0.580 0.340 0.091 0.340 Q_W 0.095 0.340 0.340 0.340 0.095 0.390 0.091 0.340 0.095 0.091 0.340 0.095 0.340 0.091 0.390. 0.026 0.050 089=2Q_-- n n n _ n n n 2.58 9.62 9.62 000 000 0.00 2.34 12.44 12.44 0.00 0.00 0.00 131 0 40 91 0 0, 233 0 385 0 0 0 212 0 497 0 0 0 0- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V)/ - I-( C y/ SIL -_G - GG Vy -- 0 12C-Osw 2A-2ov 2A-2oy _- _ - _ 13A-7.5ocs 2A-2ov 2A-2ov 2A-2ov t3A-7.5ocs 11 DO a a a a a a e 2.58 9.62 9.62 0.00 0.00 0.00 0.00 2.34 3573 35.73 0.00 0.00 0.00 0.00 0 0 0 6 0 0 0 0 0 0 0 0 32 0 0_ 32 0 81 0 0 74 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 se se s s s w w w w- n 0.00 0.00 2.58 9.62 0.00 2.58 9.62 0.00 0.00 0.00 0000.00 0.74 1.41 0.00 0.00 2.34 12.61 0.00 2.34 35.73 0.00 0.00 0.00 1.15 0.71 0 0 0 0 0 0 0 0 0 0___0 6 0 0 0 0 0 0 y/ G_ W y/ 1C 1y T_G P L -D_ C _ F F 12C-Osw 7 52A- 2ov 13A-ocs - 12C-0sw --- 2A-2ov 13A-7.5ocs - 2A-2ov- 12C-0sw 11 DO 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0-----0--- 185 0 185 0 0 475 0 0 432 0 0 0 0_ 0 0 0 00 0 0 0 0 0 0 0__._ 0 0 0 0 0 0 0 0 0 0 0 0 0 297 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16CR-38ad -_ 260.191 YD4lpl------ 297 219 342 311 3_11 U 0 229 0 0 358 0 0 0 0 00 0 0--- 0 0 6 c) AED excursion 104 24 Envelope loss/gain 1312 1380 310 408 12 a) Inliltralion b) Room vemilalion 621 0 197 0 62 0 20 0 13 Internal gains. Occupants @ 230 Appliances/other 0 0 300 0 0 0 Subtotal (lines 6 to 13) 1 1933 18761 372 428 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 47% 679/6 0 0 0 1933 915 0 0 0 1876 1252 47% 679/6 0 0 0 372 176 0 0 0 428 286 Total room bad Air required (clm) 2847 179 3128 156 1 1 5481 341 713 35 Calculations aDDroved by ACCA to meet all reauirements of Manual J 8th Ed f}1- wrigF tsot!- 2018 -May -16 17 40 15 ACCO Right -Suite® Universal 2018 18 0 13 RSU24011 Page 13 eAnaslasiaGLS%Lot237ThornbrookeAnaslasiaGLS.rup Calc - M.18 House laces. S DEL -AIR Duct Sv vstemSummar Job: Lot237fhornbrookeAna... ttEAnNc ttturto mtoDate: 5/16/18 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 For: Taylor Morrison 600 Red Rose Lane, Sanford, FL 32771 External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.148 in/100ft 840 cfm 162 ft 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 Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Matt Actual Ln (ft) Ftg.Egv Ln (ft) Trunk dining rm c 2954 61 140 0.196 6.0 Ox 0 VIFx 27.1 95.0 st1 lamity rm h 4531 216 172 0.183 8.0 Ox 0 VIFx 36.2 95.0 st1 kitchen c 3203 148 152 0.212 8.0 Ox 0 VIFx 18.0 95.0 st1 mstr blh h 1114 53 16 0.160 5.0 Ox 0 VIFx 40.3 110.0 st3 msir rm h 4422 210 140 0.148 9.0 Ox 0 VIFx 52.0 110.0 st3 mstr we c 7 0 0 0.163 4.0 Ox 0 VIFx 37.5 110.0 st3 mstr wic c 7 0 0 0.159 4.0 Ox 0 VIFx 41.1 110.0 st3 pantry c 7 0 0 0.209 4.0 Ox 0 VIFx 19.6 95.0 sti pwdr h 1161 55 29 0.199 5.0 Ox 0 VIFx 25.5 95.0 st1 study c 2356 63 112 0.164 6.0 Ox 0 VIFx 36.2 110.0 st3 util c 1656 34 79 0.199 5.0 Ox 0 VIFx 25.5 95.0 S11 t * wrightsoft^ 2018 -May -1617.4017 Righl-S7nteOUniversal201818.013RSU24011 Page t eAnaslas aGLS\Lo1237ThornbrookeAnastasiaGLS rup Calc = MJ8 House laces S Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk st3 Peak AVF 326 268 0.148 416 12.0 0 x 0 VinlFlx st1 SO Peak AVF 840 840 0.148 602 16.0 0 x 0 VinlFlx t * wrightsoft^ 2018 -May -1617.4017 Righl-S7nteOUniversal201818.013RSU24011 Page t eAnaslas aGLS\Lo1237ThornbrookeAnastasiaGLS rup Calc = MJ8 House laces S Name Grille Size (in) Htg cfm) Clg cim) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matt Trunk rb3 Ox 0 840 840 0 0 0 0 Ox 0 VIFx wrightsott 2018 -May -1617:40:17 Right -Suite® Universal 2018 18 0 13 RSU24011 Page 2 AC0% . eAnaslasiaGLS\Lol237ThornbrookeAnaslasiaGLS rup Calc = MJ8 House laces: S DEL -AIR Duct System Summar Job: Lo123TfhornbrookeAna... NUMB cortDrrgNotc Y Date: 5/16/18 NUMB ahu 2 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 600 Red Rose Lane, Sanford, FL 32771 External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.202 in/100ft 840 cfm Cooling 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.202 in/1001t 840 cfm 119 ft Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (fl) Trunk blh 2 c 845 42 42 0.318 4.0 Ox 0 VIFx 5.5 70.0 bth 3 h 768 48 30 0.311 4.0 Ox 0 VIFx 7.1 70.0 1011 c 3119 72 155 0.203 6.0 Ox 0 VIFx 33.0 85.0 st2 open to below h 1424 89 78 0.274 6.0 Ox 0 VIFx 17.5 70.0 open to below -A h 1424 89 78 0.286 6.0 Ox 0 VIFx 14.0 70.0 rm 2 h 2936 184 151 0.270 8.0 Ox 0 VIFx 18.8 70.0 rm 3 h 1760 111 100 0.206 6.0 Ox 0 VIFx 31.5 85.0 st2 rm 3 wic h 497 31 20 0.202 4.0 Ox 0 VIFx 33.7 85.0 st2 rm 4 c 3046 139 151 0.281 7.0 Ox 0 VIFx 15.5 70.0 stairs c 713 34 35 0.306 6.0 Ox 0 VIFx 8.6 70.0 Name Trunk Type Htg cfm) Clg cfm) Design FR Veloc fpm) Diam in) H x W in) Duct Material Trunk st2 Peak AV 213 275 0.202 622 9.0 0 x 0 VinlFlx 0 Name Grille Size (in) Hig cfm) Clg cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Mail Trunk rb2 Ox 0 840 840 0 0 0 0 Ox 0 VIFx wri_ghtsoft- 2018 -May -16 17.40 17 Right -Suite® Universal 2018 18 0 13 RSU24011 Page 3 RCCA g eAnaslasiaGLS\Lo1237ThornbrookeAnaslasiaGLS.rup Calc = MJ8 House laces: S 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot237ThornbrookeAnastasiaGLS Builder Name: Taylor Morrison Street: 600 Red Rose Lane Permit Office: City, State, Zip: Sanford , FL , 32771 Permit Number: Owner: Jurisdiction: 691500 Design Location: FL, Orlando COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall requirements The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/door jambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cul to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spac as Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air light and IC rated. Plumbing and wiring Batt insulation shall be cul neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind oinino and wirona- Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate budding thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover plates and walls or ceilon a. In addition, inspection of log walls shall be in accordance with the provisions of ICC -400. 5/16/2018 5.36 PM EnergyGaugeO USA - FlaRes2017 FBC 61h Edition (2017) Compliant Software Page 1 of 1 FORM R405-2017 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2017 Florida Building Code, Energy Conservation via the residential Simulated Performance Method shall include: 0 This checklist O A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, a -ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst-case orientation, name and version of the compliance software tool, name of individual completing the compliance report (one page) and an input summary checklist that can be used for field verification (usually four pages/may be greater). D Energy Performance Level (EPL) Display Card (one page) 0 HVAC system sizing and selection based on RCCA Manual S or per exceptions provided in Section R403.7 O Mandatory Requirements (five pages) Required prior to CO for the Performance Method: O Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) D A completed Envelope leakage Test Report (usually one page) D If Form R405 duct leakage type indicates anything other than 'default leakage", then a completed Form R405 Duct Leakage Test Report (usually one page) EnergyGauge® . USRCSB v6.0 5/16/2018 5:36:30 PM Page 1 0( 1 FORM R405-2017 Envelope Leakage Test Report Performance FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Performance Method Project Name: Lot237ThornbrookeAnaslasiaGLS Builder Name. Taylor Morrison Street: 600 Red Rose Lane Permit Office: City, Stale, 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 Leakage Characteristics Required ACH(50) from FORM R405-2017: 2 _ _ - _ -Pa — _ cfm Tested ACH(50)' 3 Pa cfm -- - Tested leakage must be less than or equal to the 4 - Pa cfm required ACH(50) shown on Form R405-2017 for 5 Pa cfm this building. If the tested ACH(50) is less than 3 the building must have a mechanical ventilation 6 Pa cfm system. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2 ... Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdrall 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: 5/16/2018 5.36 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software OF THE STg7A 8 COD WE V Page 1 of 1 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: 600 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, backdrah 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. Healing 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 IeakageWindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMA/ WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Sile-built windows, skylights and doors. 5/16/2018 536 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R -value requirement. The door into the room shall be fully gaskeled 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: 1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. 2. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential. R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering SECTION R403 SYSTEMS R403.1 Controls. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section C403.2.9 2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or 7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)0, (g) or (i), Florida Statutes, to be "substantially leak free" in accordance with Section R403.3.3 R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods Rough -in lest: Total leakage shall be measured with a pressure differential of 0 1 inch w.g (25 Pa) across the system, including the manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. 2. Postconstruclion test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g (25 Pa) across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test Exceptions: 1 A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the lest shall be signed by the party conducting the lest and provided to the code official R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41°C) or below 55°F (13°C) shall be insulated to a minimum of R-3 R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause degradation of the material Adhesive tape shall not be permitted. R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory) Heated water circulation systems shall be in accordance with Section R403 5.1 1 Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls, temperature sensors and pumps shall be accessible Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Healed 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 5:36 PM EnergyGauge® USA - FlaRes2017 - FBC 61h Edition (2017) Complian Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 X. 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 selling 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 healing functions as part of a combination system shall satisfy all staled requirements for the appropriate water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1 R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM -1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar water -heating systems should meet the following criteria: 1. Be installed with atilt angle between 10 degrees and 40 degrees of the horizontal; and 2 Be installed at an orientation within 45 degrees of true south. R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole -house mechanical ventilation system fan efficacy. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6 1. 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. 2 No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. 3. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10 otherwise. R403.7 Heating and cooling equipment (Mandatory). R403.7.1 Equipment sizing. Healing and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This Code does not allow designer safety factors, provisions for future expansion or other factors that affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM CFM) MINIMUM EFFICACY a CFM/WATT) AIRFLOW RATE MAXIMU CFM) Range hoods Any 2.8 cfm/wall Any In-line fan Any 2.8 cfm/watt Any Bathroom, utility room 10 1.4 cfm/wall 90 Bathroom, utility room 90 2.8 cfm/watt Any For SI: 1 cfm = 28.3 Umin. a. When tested in accordance with HVI Standard 916 5/16/2018 5.36 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1 15 times greater than the total load calculated according to the procedure selected in Section 403.7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load 2. When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. R403.7.1.2.1 Heat pumps. Heal 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 limes greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1. R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7.1. R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. A variable capacity system sized for optimum performance during base load periods is utilized R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50'F (10'C), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40'F (4.8'C). R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on-off switch that is an integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the setting of the 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 healing, 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 5.36 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 4 of 5 R403.10.5 Heat pump pool heaters. Heal pump pool healers shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance Geothermal swimming pool heat pumps are not required to meet this standard. R403.11 Portable spas (Mandatory^e energy consumption of electric -powered portable spas shall be controlled by the requirements of APSP-14 SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps Exception: Low -voltage lighting. 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Y...1R..1aL1O4.Kea A1RaU.lr u.oYUYPouoas aomw..raaYl.wta. mnsRn lt®.rareH vi'ulrm.i<ws a m.a< •naol RY1.AlrICOw4..Yr.rlVi•aPII.; Must have a .1 Return AU,e.ceptklns 1-1 Wllder kitchen vent wast provkb un 51A"ed I Inch t0 ..11 CaP undercut on doors to h.Mtableroans. EE as.mt aKttlsa.. ewraslw r.1. urn wtmari.nl<s. 0" ®:aur ...•<. llllltlFl tel. auwa! rw W Ni 101x11 vsrtruawmrKl rwwu..wraw c srRlKrlwi Nora trowwi rw VT uomuuram®Kr leftrorur...gn.ua O.ImI II®•L.Pb c LL. mw Z 0:C OraO YKWIFia t..P..t v w. r.lmwtn.rsrK IOalael trig Wt etaeanu tw.t. I z 1M q 16\OMnPY. t.r.PowlsYw N u.1r O z w 3 rarU J YR Y 1rs•.. 7 J 0 5 Q m aRm.wrll.Yra m EL J (n O O omn M mmtawnn is Q•tY WU j aius..ouui nreevm I # Oafl TA!•VPlLV # LIQ-ruuc ew.a rowa<mcow eor o momat:Y¢. anl•RrerlYr aO 1.1.n.vaoan sai..gl rU aD..a•Itt WSTAIRSECTIONwaaarrvna.waawcm EE yQ.rWtl.ua,oaw aKttlsa.. ewraslw r.1. urn wtmari.nl<s. 0" ®:aur ...•<. clearance of 4 Inches around the air handler per the State Energy code. All duct has an r=6 Insulation value. a sor.w<a LIQ-ruuc ew.a rowa<mcow eor o momat:Y¢. fJ Yam.0 EE yQ.rWtl.ua,oaw N tf" 0" ®:aur ...•<. N M tf onaw.Ye. W Ni 101x11 mm.wwolraaa I.L c srRlKrlwi Nora m u®uoaiwio.raar uomuuram®Kr g O.ImI II®•L.Pb c LL. mw Z 0:C t..P..t H Q J 1-- m Rot z z TOT LNN N ca O z w 3 J OD 7 J 0 5 Q m m EL J (n O O WU Lu CO O 6MN LIJmEEQO mm.wwolraaa I.L N r Q H- 0 c LL. mw Z 0:C t..P..t H Q J 1-- O LI_ Rot zO TOT LNN N ca Ui > oz o z w 3 J 7 J 0 5 Q m m EL J (n O O i 6 tV Its O V 70 Sl6 Ms16 IMI& 4MI6 deQ alb ry Mid Ife16 Ial•6 1=16 3' bath duct t000weeea 3 y. ILVa vVej VYS, 4M6, to roof cap I'ansrer V MOW most texas, Iws Si 1b Ike Su now IIms: WON w/fan ductsiy+les SI -d In Canpl ,, .Ith nwift Revitentrl 2p TpM V/5KV e2.av IPM Nutone 696RNB ewdrw cad. - Muoz.. Balanced Return Ab, 1-3. Mder S7RIICNNAL umu°wam.°s Ittd>V 10+10 WWenplat/'orn byO exceptions oust provide vr•estrlcted 1 Inch Poli. mle p Satle•mome/ r Tele sl Slady V1iO3 Mtlr row• vntlercut on doers to habitable •e •etrq Vm-\/OeY m} Gc Miro tlfi. Fm ALL WOOL eu•. Q Q wc*rslapeavriln6 O !84 186f Q i z m J5D1011cOegiMRRlatEp0a00 al7de4l ue6 Sl C147Ba•o7f.otlo® Ie j d I svom uL1F 16, II.s I50 amirBENOOM / i711 ueumnaut.oaars esw a.sw.e•er n.•.r..•.oe..0 fi'r- r2 r.v vim 1 x16 r•0 7' 12.6 I.cd I W W CU V U Q 12.12 / u 6. ISO Q i a 12.12 ro 10' - 5to. ,.c . 12 rop w+ I1 O\ LOIiii MH N e"e 11 a• as re t dder-t-.i-d- I 06-0 6' 9' 1 1I Y IOx6 110.6 12.1 . lectl slider •sl Mfd to provbN e/c duct Chose II l1 s• 00Ctl oo 6 6 ISS I.cd r ° 0.6 I.cd1_{{ 1 111 O` 1 of NiaGN as. I Z r. ONi'Q 1 O , lJ Y off; O 0— O O (U Z CCU J N O' ra-0 VL,. QZ02\-) Q J H 0 L zRatingo i N_ W '' •• > z c CO z iu3 Q7J0 :5Q ac Must have a edninun clearance of 4 Inches around the air handler per the State Energy code. All duct has an r-6 Insulation value. m CL J 010 0 P . $ Z; fie J IL 3" WASTE UNE FROM 2ND FLOOR rl- ' • . • -, TMMMAnmTOTHEiiTFLOOR. AAV KITCHEN I - : • ' 1 r{ MASTER BATH Tia ' - -.-' . " ._ - (• Q r : • • ` •-V • - .. p"I,~ ' I .. K • : _ . . ._ WATER SOFTENER LAUNDRY P j POWDER TUB = BATH ; TAYLOR MORRISON HOMES : THORNBROOKE S.F. LOT 237 _ .. .. ._'. HOUSE TYPE: ANASTASIA WITH OPTIONS: GARAGE SINK, IV WATER SOFTENER 1ST FLOOR - ' ..'....... I Ply n, {., j2 s -el TAYLOR MORRISON HOMES THORNBROOKE S.F. • s• LOT 237 HOUSE TYPE: ANASTASIA . WITH OPTIONS: .. t GARAGE SINK s _ t ' WATER SOFTENER FLOOR2ND SAM 2 BATH 3 3' WAM SfAQC FEOM IND FLOOR r TEBMMATIme TO THE LST FLOOR - RECORD COPY DESCRIPTION AS FURNISHED: Lot 237, THORNBROOKE PHASE 4, as recorded in Plat Book 81, Pages 70 thru 71, Public Records of Seminole County, Florida. PLOT PLAN FOR/CERTIFIED TO: JUN 141 zo g Taylor Morrison of Florida, Inc. IOWA AVE R/W VARIES) N 89°58'00" E 40.00' 1 101 LANDSCAPE *1 WALL, FENCE ESMT Ok to construct single family home ,956_ — _19.56' _ _ 19.56' with setbacks and impervious area shown on plan. 11 na spas; n I S/1 Syy'% LOT 236 5.00' E 5.00' A/c A/c 5.00' 15.7' { COVERED n PATIO of 14.3' LOT 237 N PROPOSED RESIDENCE MODEL: ANASTASIA 2 CAR GARAGE LEFT ENTRY O 01 21.3" 16' DRIVE 25.20' 25.44 25.4 ' O t O s 5.00' 5.00' LOT 238 p _ 7-12'31 " s O' UTIL. ESMT. R=60. 00 , L=18.02' WALK C=17.95' ON LOT AREA CALCULATIONS. CB=N 81021'44" E LOT 4.784 SO. FLIVING1,467 SO.r' GARAGE a 455 So.r; rl IRR ENTRY 71 50'rI'. N 89"58'00" E BER EZEWAY - N/A SO Fr. 22.25' DRIVEWAY = 407 SO r- TA/C PAD = 18 SG I ED ROSS' LANA' WALKWAY = 70 IMPERVIOUS = 54 9 2.626 Sv.FT SOD = 2 1 58 SO.r''T 50' UTILITY dl ACCESS R/W) TRACT 1 OF LO AR ACALCULATIONS. R/W = 424 SO.1 T PROPOSED FINISHED SPOT GRADE ELEVATION APRON =109 SO PER DRAINAGE PLANS BUILDING SETBACKS: PLOT PLAN ONLY*- SIDEWALK = 202 SO FT 4-w PROPOSED DRAINAGE FLOW FRONT - 25' NOT A SURVEY) A = 173 SO.FT GRADING TYPE A • REAR - 15' PROPOSED INFORMATION SHOWN IOIAL lftLOTAREA5,108 SO.I•'l. PROPOSED F.F. PER PLANS - 22.5' } SIDE - 5.0' BASED ON SUPPLIED PLAN DRIVEWAY = [15 SIDE CORNER a f0' AND/OR INSTRUCTIONS PER SIDEWALK - 272 SO. -T. PROPOSED GRADE PER CONSTRUCTION PLAN } CLIENT(NOT FIELD VERIFIED) I SOD2,271 5017 CRUSE)V E'YE'R-SCOTT L"Jlr ASSOC., INC. - LAND SURVEYORS LEGEND - LEGEND - 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 v PLAT IDL • POINT ON LILAC r• FIELD TVP. • TYPICAL NOTES: IP. . IRON IPE PRL. - POINT Or REVERSE CURVATURE 1. THE UNOVC;N; EO DOES HEREBY CERTIFY THAT THIS SURVEY MEM THE STANDARDS OF PRACTICE SET FORTH DY ME FLORIW BOARD Or IR . IRON RDD P.C.C. - POINT or COMPOUND CURVATURE PROPESMM Stfibri S AND MAPPERS M CHAPTER SJ -17 FLORIW ADMINISTRATIVE COOS PURSU4IT TO SECTION 472.027. FLORIDA STATUES GL CONCRETE MONUMENT RAO. • RADIAL SCT IR. . 1/E' IR. •nl! 4576 NR. . NON-RADTHESSIAL 2. UNLESS EMBOSSED won SURVEYORS StimnW AND ONOW. RAGED SEN.. TAILS SURVEY MAP OR COPIES ARE NOT VAUD. EMB J. THIS SURVEY WAS PREPARED FROM TRIS WORNAT1ON FUMISHED TO THE SURVEYOR. THERE MAY BE OTHER R67RICTroNS RCC. RCCOVERCD V.P. V LCULA WMTPD•B. • POINT OF COMMEN E CALL. CALEANENT REFERENCE MONUMENTID.C. • POINT COMMENCEMENT PRM • OR yp47S THAT IIF= THIS PROPERLY. 4, NO UNDLMOUND DIPROVVIO C HAVE DEAF LOCATED UNLESS OTHERWISE SHOWN. rIMISM DCENTERLINCPF. •FINISHED BOOR ELEVATIONLI 5. I/R5 SURVEY R PREPARED i'Git WE SOLE BENEYR CA TI405L CERTIFIED 70 AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENI11Y. MPD • NAIL L DISK DSL BUILDING SETDACK LINE D. DIMENSIONS SNDWN. FO? THE LOCATION OF WPAOVD4ENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BaINDARY LINES. CSM • CASEN HI VAT BIL BENCHMARK ESMT. • CASENCNT BR •BASE TEARING 7. BGAMMOS. ARE R43 ASSUMED DATIM AND ON THE UNE SHOWN AS RASE OCARMG (B.B.) DRAIR pRNNAGE S. ElEYA1.AD:IS F SHOWN. ARE BASO ON NATIONAL GEODETIC DAVM Or ID2D. UNLESS mormSE NOTED. VTIL. • UTILITY D. CERTWICATE OF AURMRM417CH Na 459R CL3S. • CHAIN LINK PENCE vOFC. • VODD rENCE CIDCONCRETE ROCK SCALE 1' 20 -a DRAWN BY, ••• PONT a' CURVATURE l. • POINT Or TANGENCY DESC. DESCRI 710N CERTIiIED BY: GATE ... ... _. . . ORDER NO. RR, ; ARC LENGTH PLOT PLAN 05-21-2018 3222-18 DELTAOCC • CHORD C.B. CHORD BEARING NORTH THIS BUILDING/PROPERTY DOES.NOT UE WITHIN 1fA• K ---•• -- THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER nAM' T USER 4714 ZONE ( MAP / 12117C 0055 FSCW. S /L4801 6 - )-et, L 4 ti U STATE CERT .LIC EC1300371S ELECTRICAL SERVICES, INC. HOLDER: JOSEPH STRADA 3400 St Johns Pkwy NEC 2011/FBC 107 SANFORp,FL STRADAN 877-906-1113 Includes Heat Pump and Heat Strips on together ®100%. 6500 ELECTRIC • SECURITY 25851 3 volt/am s ELECTRICAL LOAD CALCULATIONS Small Appliance Circuits UPDATED 5.8-2012 MODEL: Laundry Circuit AN65TASIA 1500 BUILDER 1 TAYLOR MORRISON Water Heater SUBDIVISON 4500 Range 1 mist MISt TOTAL OTHER LOAD 34355 FIRST 10KVA(M100% 10,000 REMAINDER C 40% 9742 LARGESTLOAD 15572 TOTAL LOAD 35 314 V.A./ 240VOLTS= 1 147 SIZE RECOMMENDED 1 200 MINIMUM PER 150 SERVICE SIZE: I I NEC 4032 10000 VOLTIAMPS LARGEST LOAD: HEAT PUMPS W/SUPPLEMENTAL HEAT 15572 5280 Includes Heat Pump and Heat Strips on together ®100%. 6500 Square feel living area 25851 3 volt/am s 7755 Small Appliance Circuits 3 4500 Laundry Circuit 1 1500 Dishwasher 1 1500 Water Heater 1 4500 Range 1 8000 Oven 5000 0 Cooktop 5 5 KW SETUP 0 Microwave 1 1100 Dryer 1 5000 Disposal 1 500 Pool 0 mist MISt TOTAL OTHER LOAD 34355 FIRST 10KVA(M100% 10,000 REMAINDER C 40% 9742 LARGESTLOAD 15572 TOTAL LOAD 35 314 V.A./ 240VOLTS= 1 147 SIZE RECOMMENDED 1 200 MINIMUM PER 150 SERVICE SIZE: I I NEC 4032 10000 6500 5040 10000 6500 5280 10000 6500 6168 8000 5200 6888 8000 5200 8160 10000 6500 KW SETUP TON OTY KW 1.5 2990 5000 3250 0 2 1 4032 5000 3250 7282 2.5 1 5040 5000 3250 8280 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 Note: This Load Calc is base on the information provided by the budder. The recommended service size will be installed leaving sufficient usage for future homeowner. co cou6e 1 N ENGINEERING PACKAGE Builder: TAYLOR MORRISON Project: 9A6/9A7 THORNBROOK Model/Building: 258SE/258MA/258TA Lot Alt: Lot: 237 Block: Unit: Address: JobNumber: N333522 Revision Date: New Load #: RA01 CARPENTER CONTRACTORS OF AMERICA, INC 3900 AVENUE G. N.W. WINTER HAVEN, FLORIDA 33880 PH (800) 959-8806 FAX (941) 294-7934 STRONGBACK BRIDGING GUIDELINES FOR ROOF TRUSSES N.T.5 -Not To Scale) 11115 OW PREPMEO FROM COMPUTER INPUT ((OAD$ 1 OINENSIONS) SUINITIEO 01 19953 MFR Strongback Bridging Guidelines for Roof Trusses Strongback br109ing for roof trusses Is not a requirement of ANSI -TPI 1.2002 but it Is a strongly recommended guideline by Carpenter Contractors of America. It serves the following two functions: 1) Bridging aligns the bottom chords after they are set so they are uniform along the ceiling line. This, in turn helps minimize wavy ceilings' after the installation of drywall. 2) Br1dg(n9 helps 'planing -out' the transitional or relative deflection of adjacent trusses due to an offset in spans. In either case, strongbeck bridging should not be attached to adjacent trusses Loaf need to be jacked Into place more than V inch. Strongback bridging In roof trusses does not serve as temporary or permanent bracing and is not intended to help distribute or share design loads between trusses. Consequently, no design loads have been accounted for wlth this detail and continuous strongbeck bridging should not be this between common and girder trusses that have more than W inch differential deflection. STRONGBACKS SHOULD BE ATTACHED TO WALLS AT THEIR OUTER ENDS OR RESTRAINED BY OTHER MEANS. STRONGBACKS SHALL BE A MININMUM OF 216, AND SHALL BE ATTACHED WITH A MINIMUM OF THREE 16d COMMON OR (3) 0.131 I 3' GUN NAILS TO A 214 VERTICAL WEB MEMBER The graphic shown on this detail Is for generic Illustrative purposes only. The exact location of Strongback bridging will be specified by Carpenter Contractors of America. The use of strongbeck bridging shall In no way Interfere with any other design considerations specified by the Engineer of Record or Building Designer. The nailing requirements shown are consistent with ANSI/TPI 1.2002 for strongback bridging. I1asoet5S/18-- Design Crit: TP1.2002(5TO)/FBC PLT TYP, Wave C RT -1.00 1.25)/10(0) 7.31.11 0 Y:1 Fl ] F r•.u111Y• nom« F[CY11t gnat Ya 11 r•IIIYTIY. ,I«au. IM -M. nlruuN •n —9— a.'' u^ TC LL PSF REF 9081- 48357a.rtl n Nu [«u.ls <w«tN wm n•.wuw. waua¢. v Nt mcll Ynlmt. a. 1. as moor. «rn 1, r. ..tames..... num Iv +^. v«. N«1 cwcM1 tl u,InY. <•« In( 1«ITS aua, wli till, 11 111111 Na IIIm N•Clles{ wi« N _IaMIN rs It rNtrl tl/. .t1 TC OL PSF GATE 07128/09 ram^a INIYTa TV GNt. tYLL wR .a.atr •^•a{. a.unaY< Nay •tm NTt awes /ataLL < A .Im"T •TT com .9110 4911.1.4. s YD`• g Cq_ gC OL PSF ORW xcusRoel 09209790 M NII 911Y N 11w I.IT•lUtl« m 1C<. IR. Waa OrtMrallT1.4 ^[ IIYa NO. V9 ALPINE 1 1. C 1. caPr«Naa ^Nvq. 1...1 1 .N mesa^O ria NN Nfla1 •N r•M1Yat N qM1. I. tl wuanN. avlwlr, mwlw, uauuN < maw tl Twntc. 62212 BC LL PSF HC -ENG OR/OR I« twY.t1 YIN AtlllYat FAXIStat or Nt IY11/YL NIat vct. IT •w.•1 us NI. IN 1<. 1.Yt .Y.. n. -1-11 Sul. ^Itt. ma t t TOT.lO. PSF AR36Nt^« rtes^. u[ e•It .I N/IYI1Y n.Na/U atN •Nf an.. T. ruT. r•a « nes. u/. vara ^Hasa 1—M N Nu xa«. Nun« .N Y.a.0 ta.a. STATE OF OUR. f AC . FROMtrwaOOIaye'tlalyuwewa mwoa1i. R*.a .FL 339aaR*. F1, ODA a0 2" taatn« « n•Tu r.0.Na v H1 /Ya a I. ..o u • Nu•.Iw mal. . It Y Nu N/Nin^</Ial1ITWtlltl Nl^<wtl0<•tR ta,«YT 1, T' 11/1, 1 - I...liMjrPiR avINP.NINta.[.mgNllli<.<. Jul F00 Ofdg. SPACING JREF- ITT0081_ZlS HU/HUC/HSUR/L Hangers HU,HUC hangars may be irutalktd on a rnasonry/sconcrgto wag as described t Blow. Additionally; HU hangers % ih one flange concealed may be instalkai similary, HU and HUC products are heavy -duly face -mount joist hangers made from 14 -gauge galvanized steel The HUC is a concealed flange (face flanges turned in) version of the HU. HU is available with both flanges concealed, provided the W dimension is 2 -'is or greater, at 100% of the table bad. Specify HUC. HU is available with one flange concealed when the W dimension is less than 2VW at 100% of the table bad. Specify as an <' version and specify hangs to conceal. For ary HU or HUC shown in this catalog, the user may substiltlte all law nal:, will) 1%: x 139' Titers" 2 sGevS Model ITN2-251341-1). Follow all installation instructions and use the loads tram this rztokm. Material: 14 gauge Finish: Galvanized; ZMAXa and sta'ndess steel available Installation: Attach the hangers to corxsele ur GFCMU hva0s using hex -head Titen•' 2 screws. f itc n straws for GFrMU- Molel TTM: -252344 aril for ooncreh3 ('.r: x 114' - NMxlel 17N2-2515:4 are not provided virth the hangers. Drill the W -diameter hole to the specified embedment depth plus W. Ahernativaly, drill the Viia"-diameter hole to the specified embedment depth and Now it clean using compressed air. Caution: Oversized-diameler holes in the base material wig reduce or eliminate the mechanical interlock of the threads with the base material and will reduce the anchor's bad capauty. filen Inslalauon tool Idts are avallathle. Ihey include a 15e' trig bit and hex -hero drnrer lot (Model TTNT01-RC)• a:N" x -114" drill lid is also ahralable (Modal MDI318412). A minimum end and edge distance of 1'h' is required. Options: For skewed nangers use 75% of tatls uphfl bad. If hanger width i, greeter than WAV, thorn use W% of table aovmhad; otherwise use 100% of table dou+hbad. Codes: See p.14 for Code Reference Key Chart Concealed flanges HUC410 SIMPSON Stron,rnTie HUC410 Installed on Masonry Block End Wall HUC410 Installed on Masonry Block End Wall 279 HU/HUC/HSUR/L Hangers (cont.) a These products are available with additional corrosion protection. For more information, see p. 18. a LS IMPSONtrong-Tie Model No. Fasteners Allowable loads (DF/SP) CodeGFCMUConcrete Standard Concealed GFCMU Titen` 2 Concrete TOW 2 Joist Uplift 160) Down 100/125) Uplitl 160) Down 100/125) net. HU26 HU26X 4) 14" x 11: 4) %" x 1?I' 2)10d x 116' 335 1,000 335 1,545 HU28 HU28X 6) x 1,W 6) !d' x 1;N" 4)10d x I W 545 1,500 760 2,400 HU210 HU21 OX 8) x IW 8) '%: x 1 W 4)10d x 1 e 545 2,000 760 2,415 HJ46 (Min.) HUC46 8) :' x 12. 8) ''' x N: 4) 10d common 760 2,000 760 3,200 HU46 (Max.) HUC46 12) Vii -Yi 12) :' r ' 6)10d common 1,135 3,000 1035 3 950 HU26-2 (Min.) HUC26.2 8) x IN, 8) !•: % 1 Ye 4)10d common 760 2,000 760 3,200 HU26.2 (Max.) HUC26.2 14'47 12) :'." r 1415- 6)10d common 1,135 3,000 1,135 3,950 HU48 (Min.) HUC48 10) r 1' i 10) i' x 4)10d common 760 2,500 760 3.725 HU48 (Max.) HUC48 04) 1?7 14) :' ' .,' 6)10d common 1,135 3,500 1.135 4,920 HU28-2 (Mm.) HUC28-2 10)'%: x 1 y: 10)1." r 1'. 4) 10d common 760 2.500 760 3,725 HU28.2 (Max.) HUC28.2 14) 1.1 x 114 14)'4" r 144- 6)10d common 1,135 3,500 1,135 4,920 HU410 (Mm.) HUG410 14) x " % 14) ; x ' .' 6)10d common 1,135 3,500 1.135 4,920 HU410(Max.) HUC410 18)'Yx I -ti 18) ."x ••': 10) 10d common 1,800 4,SD0 1,800 4,920 HU210.2 (Mm.) HUC210.2 14)':: x 1411- 14)!."Y I4: 6)10d common 1,135 3,500 1,135 4,920 HU210-2 (Max.) HUC210.2 18) x 141 18)'•':' x 14',' 10)10d common 11800 4,500 1.800 5,085 HU28X Skew 45' Not ava bole) 6) 4' x 1?: 6) , 1-': 4)10d x t le 670 1,500 670 2,400 HSUL/R26.2 HSUL/RC26-2 12) YY 1. 'T 12 '." r '-7 4)16d x 2`h' 900 3.000 900 3.135 HU24-2 HUC24-2 4) x 2 I 4) !%:' x 1?': 2)10d common 380 1,000 380 1,545 HU212 HI12'21x. 10) x:1 10)'A'r1•.:' 6)10dx1'h' 1,135 2.500 1,135 2,665 HU214 1111714.+, 12)'•14, Y'• -VV 121'%:" r 1a. 6)10d x I1h' 1,135 2,665 1,135 2,665 HJ26-2 (Min,) HUC26-2 (Am.) 8) x 7 .o 8) '': x V*.' 4)10d common 1 160 2,000 760 3200 HU26-2 (Max.) NUC26-2 (Max.) 12) x :': 12) :" x ' • : 6)10d common 1,135 3,000 1,135 3.950 170 HU26-3 (Min,) HUC26.3 (Min,) 8) x 2'.': 8) W x 11': 41106 common 760 2,000 760 3,200 111126-3 (Max.) IIUC26-3 (Max.) 112'%: x :1. 1211'•" )r 13'." 6)10d common 1,135 3,000 1,135 3,950 HU28.2 (Min.) HUC28-2 (Min.) 10) Y x :'',' 10) 'V x 1 .: 4)10d common 760 2.500 760_ 1,135 3,725 HJ28-2 (Aax.) HUC28-2 (Max.) 14) x :'. 14) V x ' •.: 6) 10d common 1,135 3500 4,920 lIU210-2 (Min.) HUC210.2 (Mm,) 14)1'.' x 73T 14)'..' r 1 y:" 6) 10d common 1,135 3,500 1,135 4,920 HU210.2 (Max.) HUC21D-2 (Max.) 18)1 x 2s:" 181'•:" x 13:" 10) lod common 1,800 4,500 1,800 5,085 HU210-3 (Mm.) HUC21D•3 (Ain.) 14) c'r :`: 14) ." x '-- 6)10d common 1,135 1,800 3,5_00 4,500 1,135 1,800 4,920 5,085HU210.3 (Max,) HUC210-3 (Max.) (18)' x 2.17 (18) ','x •I.' (10)10d common HU212.2 (Min.) HUC212-2 (Min.) 16) x 215" 16)'4" x 13:" 6)10d common 1,135 4,000 1,135 4,920 HU212-2 (Max.) HUC212-2 (Max.) 22)''+ r 2Y:' 22)'•+ 11?:" 10)10d common 1,350 5.085 1.350 5,085 W212-3 (Min) HUC212-3 (Mm.) 16) -: x .:: ' 16) .4'y V..' 6)10d common 1,135 4,000 1,135 4,920 HU212.3 (Max.) HUC212-3 (Max.) 22) 12x',' 22) i x 1 T:" 10)10d common 1 11,800 5,085 1,800 5.085 HU214.2 (Min.) HUC214-2 (Min.) 18) x 24'4 18)'•5" x 13'+' 8)10d common 1,515 4,500 1,515 5,085 HU214.2 (Max.) HUC214-2 (Max,) 24)14' x 7T:" 24) L:" x 131" 12)10d common 2,015 5,085 2,015 5,085 1111214.3 (Min.) IIUC214-3 (Min.) 18) x 2x5 18) :" r. '+: 8)106 common 1,515 4,500 1,515 5,085 HU214.3 (Max.) HUC214-3 (Max.) 24) : r ; - 241 :' x 1 • -' 12)10d common 2,015 5,085 2.015 5.085 HU216 HU216X 18) x 7x:" 18)'!:" x 1)T 8)10d x 1'h' 1,515 2,920 1,515 2,920 HL 216-2 (Min.) IIUC216.2 (Min) 20) rex: 20) i r 1 x; 8)10d common 1,515 4,920 1,515 4,920 I IU216-2 (Max.) IIUC216-2 (Max.) 26) <-, i W 26) "i r 1''S" 12110d common 1 2,015 5,085 2.015 5.085 HU216.3 (Ain.) HUC216-3 (Min.) 20) 5" 123:" 20)'•5" ,1 }; 8)10d common 1 1,515 4,920 1,515 4,920 HU216.3 (Max,) HUC216.3 (Max.) 26)'•5" r 2W' 26)1%:1 r 11-" 12)10d common 1 2,015 5,085 1 2,015 5,085 1. Uplift loads have been increased for earthquake or wnd duration wrtn no further increase is slowed; rBdi rn when ott nr bads govem. 2. Minimum Pc = 2.500 W and minimum Cr, = 1,500 psi. 3. Wimi only one Ganga is concealed specify right of left caieeabd Mage. 4, Models with'X' are not stock iterns, 5. ProWwIs sh;A W n,tdle:i su:h that T4erP ic,rcws we riot e>iwsed to viaalher. Fasteners: ICd oomM011 - 0.162' du. x 31c' long, 16) x 2W - 0.162' dw. x 2'.0' "; 1 W cemnon -0. 148' d,a. x 3-13ng: 10d)t 14j* = 0.148' da r 1 W kip. TTN2.25134H = ' r 1-%* 11ten 2; TTN2-252341-11 =1Y x 211' Teen 2; TTN25' S4H = Titan 11 x ISP and TT1425234H -THan %' x i}:' mov.%O be une3 r,t fill table load:/. See rip. 26-27 to olher.w.I sizes; and w.comtor. 280 UPDATED 04117/17 HU/HUC/HSUR/L Hangers (cont.) These prodtvs are available ti+fh adontional corrosion protection. For more nlormatiort, see p• 18. SIMPSON strD>i z Model No. Fasteners Allowable Loads (DF/SP) G(Cr.!U Concrete Code Standard Concealed GFCN,U Titan' 2 concrete Titan' 2 Joist Uplift 160) Dolan 1001125) Uplift 160) Down 100/125) net. HU44 HUC44 4) W : 2W 4) ::' x 1 ." 2)10d common 380 1,000 380 1,5.15 HU46 (Min.) HUC46 (Min.) x 2-r; 8) '%: x 14;' 4)10d common 760 2,000 760 3,200 HU46(Max.) HUC46(Max.) 12)'; 1-' 112)'•1',r i•+' 6)lodcommon 1,135 3.000 1,135 3.950 HU48 (Mn.) HUC48 (Min.) 10) t': • "11: 10) N r I W 14)10d common 760 2,500 760 3,725 HU48 (Max.) HUC48 (Max.) 14) 4" . 2% 14) 4 x 11W 6)10d common 1,135 3.500 1,135 4,920 HU410 (Min.) HUC410 (Mn.) 14)'; x2:1* 14) 4- x 1:7 6)10d common 1,135 3.500 1,135 4,920 HU410 (Max.) HUC410 (Max.) 18) 2': 1 16) 1' W 10) 10d common 1.800 4,500 1,800 4,920 HU412 (Min.) HUC412 (Min.) 161'4- r 2?-;' 16).,!- x 114 6) l0d common 1,135 4,000 1,135 4,920 HU412 (Max.) HUC412 (Max.) 22)'%:' x 2Y," 22)'•+" x 11;" 10)10d common 1.800 5,085 1,800 5.085 HU414 (Min.) HUC414 (Min.) 18) o': 18) a' r 11-1 8)10d common 1,515 4,500 1,515 5.085 HU414 (Max.) HUC414 (Max.) 24)' ' 724 24)' C' x 11: 02)10d common 2,015 51085 2.015 5.085 HU416 (Min.) HUC416 (Min.) 20)'-." x 231 20)'•i" x 1 W' 8)10d common 1,515 4,920 1,515 4,920 HU416 (Max.) HUC416 (Max.) 26)!" x 21W 26) t: 4 1+,s' 12)10d common 2.015 5.085 2.015 5,085 HU66 (Mit) HUC66 (Mn.) 8) r: • 2.5 8) !i" . 1; : 4)16d common 900 2,000 900 3,200 HU66 (Max.) HUC66 (Max.) 12) 4 •'1: 12) 1': 6)16d common 1,345 3.000 1.345 3,950 HU68 (Min) HUC68 (Min.) 10) 4--* 2:W 10) 1 ." 4)16d common 900 2,500 900 3.725 HUGS (Max.) HUCGB (Max.) 14) x 231: 14)'%: x 114" 6)16d common 1,345 3.500 1,345 4,920 HU610 (Min) HUC610 (Min.) 14) 2t.` 14) 1'd 6)16d common 1,345 3,500 1,345 4,970 HU610 (Max.) HUC610 (Max.) 18) V x 2=,' 16) x 1 : 8) l6d common 1.795 4,500 1,795 5.085 HU612 (Min.) HUC612 (Min.) 161'• x 24:" 16) i x 144" 6) 16d common 1,345 4,000 1,345 4,920 HU612 (Max.) HUC612 (Max.) 22)!," x 2W 22) x 1?:" 8)16d common 1,795 4,920 1,795 4,920 170 HU614 (Min.) HUC614 (Min.) 18) ", : 22: 18) 8)16d common 1,795 4,500 1,795 5.085 HU614 (Max.) HUC614 (Max.) 24)1.1,'x; 24) 12) 16d common 2,Olb S085 2.015 5,085 HU616 (Min.) HUC616 (Min.) 20) x 2?': 20) x 1?'.' 8) 16d common 1,795 4,920 1,795 4,920 HU616 (Max.) HUC616 (Max.) 26'%." x 2W 26)'%x" x 1 b:" 12) IN common 2,015 5.085 2.015 5.085 HU7 (Min.) Not available) 12) 4' • 1 ".' 12) 1 ': 4)10d x 1 h' 1 2,980 760 2,980 HU7 (Max.) Not available) 16) 16) '• :1 ! 0 10d x I W 1085 3,465 1,085 3,485 HU9 (Min.) Not available) 18) e x 1 18) x 14" 6)10d x I W 1,135 3,230 1.135 3.230 HU9 (Max.) Not available) 24) :" , 1 24) Y: , I t'." 10)10d x 1 h' 1,445 3,735 1.445 3.735 HUII (Min) Not available) 22) +'% I?: 22)'4"x I.' 6) 10d x I'h" 1,135 3,230 1,135 3,230 HU11 (Max.) Not available) 30) : s 1 - 30)'+ r 1',:' 10) lodx t N' 1,445 3,735 1,445 3,735 HUI4 (Min.) Mol available) 28) V, 28) 1=:" 8)10d x 1 h" 1,515 3,485 1,515 3,485 HU14 (Max.) Not available) 36)'4:' x 11:" 36)'•;' x t?:" 14)10d x 1 h' 2,015 4,245 2,015 4,245 HU3.25/10 Not available) 22) f 1 : " 22) x 1 :'," 10)10d common 1,895 5,085 11895 5.085 HU3.25/12 Nm available) 24) 1' " - •.. 24) x ; .' 12)10d common 2,015 5,085 2,015 5.085 HU410-2 (Mit,) HUC410-2 (Mn.) 14) V x 1,15* 14) IAV 6) 16d common 1,345 3,500 1,345 4,920 HU410-2 (Max.) HUC410-2 (Max.) 18)14 i?': 18)1.4' 1?,.' 8)16d common 1,795 4,500 1,795 5,085 HU412-2 (Min.) HUC412-2 (Min.) 16) Y' '• 16) x 14 6)16d common 1 1,345 1 4,000 1,345 4,920 HU412-2 (Max.) HUC412-2 (Max.) 22) :i x ISA 22'." x 1 h" 10) 16d common 1,800 4,920 1,800 4,920 HU414-2 (Mit.) HUC414-2 (Min,) 20) '.:" x 1?:" 20) x 1?6" 8)16d common 1,795 4,920 1,795 4,920 HU414-2 (Max.) HUC414-2 (Max.) 26)1%4' x t?%." 26) ):" x Ib:' 12) 16d common 2,015 5.085 2.015 5.085 1. UPI -ft bads have been itcrease0 for earthquake or wind duration with no further increase is allowed: radnxo vone l ot"r 13.vis ya+ern, 2. Minimum : c = 2,500 psi and minimum I'm = 1,530 psi. 3. When only one flange is concealeo specify right or left concealed flange. 4. Modeb with 'X' are not stock items. S. Producs shaD be inslaW >uch :n:d T ltn' :.cii;vve are not cxpo= to wcalhc,. Fasteners: I W cemvnwn = 0. IOT dia. 315 long. 1Cd x 21-h' = 0.1e2' da. x 21; long, tort con•nrr, - 0.146' do. x 3' long I(ki x 11.6' = 0.148* an. x 1!9" k ny. TTN2-2513411 = !1' x 144' 1 nen 2: 1TT 12-2523=I I = 'b' x 2 6' lila 2;1 TN251;441 I = l ten 14* x Pu' end T1N25_34H =Titan'.'.' ) 2-1:' -may 04o b3 wccl at iull taUc Icam. Sca pp. 26-27 Tor other n14 ttcw aril nlonnoUon. on O D dC C OU CLU 00 C U 281 UPDATED 04/17/17 LUS/MUS/HUS/HHUS/HGUS/HGUQ Face -Mount Joist Hangers Thio product b proterabb to similar connaetors bemuse of a) easier IrWallation, b) higher loads, c) lower installed cost or a combination of these features. AD hangers in this series have double shear nailing — an innovation that distributes the load through two pants on each joist nail for greater strength. This allows for fewer nails, faster installation, and the use of all common nails for the same connection. Double -shear hangers range hom the light capacity LUS hangers to the highest capacity HGUS hangers. For medium bad truss applications, the MUS offers a lower cost alternative and easier installation than the HUS or THA hangers, while providing greater bad capacity and bearing than the LUS. HGUO hangers provide similar capacities as HGUS double -shear hangers. but they use Simoson Strong -Tien Strong -Drive' SDS Heavy -Duty Connector screws instead of nails for faster and easier installation. In addition, the Strong -Drive SDS Heavy -Duty Connector screws help transfer the bad between the piles of the supporting girder when they penetrate all piles. Material: See tables on pp. 236-237 Finish: Galvanized. Some products available in stainless steel or IMAX' coating; HGUQ available in HDG; see Corrosion Information, pp. 15-18. Installation: Use all specified fasteners; see General Notes. Nails must be driven at an angle through the joist or truss into the header to achieve the table bads. Simpson Strong Tie Strong Drive SDS Heavy -Duty Connector screws are supplied with the HGUO. The thickness of the supporling girder must be equal to or greater than the screw length for applications where the length of the suppled screws exceeds the thickness of the supporting girder. X or 4W screws may be substituted for the longer length screws with no bad reduction, or a shim block may be used as approved by the Designer. Not designed for welded or nailer applications. Options: LUS and MUS hangers cannot be modified. Concealed Ranges are not available for HGUS and HHUS. Other sizes available; consult your Simpson Soong Tie representative. Codes: See p.14 for Code Reference Key Chart SIMPSON strOngTie GrMUS28 ulr"HHUS210-2 w Typical HUS26 Installation with Reduced Heel Height Truss Designer to provide fastener quantity connecting muloWe mem6els together) 235 Double- Double-ShearDome Nailing Double -Shear Nailing Sioe View Shear Side View. Ovadeble on ailing d Do not some motels) w a' bend tab U.S. Pa:ent 5.6M.58D Typical HUS26 Installation with Reduced Heel Height Truss Designer to provide fastener quantity connecting muloWe mem6els together) 235 E L OMliNCC O U NH F O r O CL 236 LUS/MUS/HUS/HHUS/HGUS/HGUQ Face -Mount Joist Hangers (cont.) These products are available with additional corrosion , These products are approved for installalion with the Strong -Drive• protection. For more nfomatron, see p. 18. SD Connector screw. See pp. 39.40 for more rMormaton. Mold No. Mit. Hed Height OF Allowable Loads Dimensions (in.) Fasteners W H 8 Carrying Member Carried Member Model Single 21 Sizes Floor 100) Snow 115) LUS242% LUS26 4 V. 18 1'h 11154 316 43'4 13'. 1 N'. 4)10d 4)10d 2)10d 4)10d MUS26 41114 18 11154 5114 2 6)10d 6) lod HUS26 4'54 16 1% 5% 3 14)16d 6)166 HGUS26 411k 12 1% 5% 5 20)16d 8)16d LUS28 41154 18 1'14 64 1V. 6)10d 4) --Oil MUS78 We 18 VA 6'3h 2 8) IOd 8)10d HLIS28 6'h 16 1% 7 3 22)16d 6)16d HGUS28 61154 12 1% 71i 5 36)16d 12)16d LU5210 41/. 18 11154 7954 135 8)10d 4)10d HUS210 8% 16 1% 9 3 30)16d 10)16d I. See table below for allowable bads. SIMPSON StrongL'l e Note: For dimensions and fastener Information, see table above. See table footnotes on p. 237. HHUS/HGUS See Hanger Options information on pp. 121-123, HHUS - Sloped and/or Skewed Seat HHUS 11iNers can be skewed to a maximum of 451 and/or sloped to a maximum of 45• For skew only, maximum allowable download is 0.65 of the table load For sloped only or sloped and skewed hangers, the maximum allowable download is 0.65 of the table bad Upldt bads for sloped/skewed conditions are 0.72 of the table bad, not to exceed 2,475 lb. The joist must be bevel -cut to allow for double shear nailing HGUS - Skewed Seat HGUS hangers can be skewed only to a maximum of 45•. Allowable bads are- HGUS Seat Width Joist Down Load Uplift W < 2" Square cut 0.62 of table bad 0.46 of table load W < 2" Bevel cul 0.72 of table bad 0.46 of table load 2" < W < 6" Bevel cut 0.85 of table bad 0.41 of table load 2" < W < 6" Square cut 0.46 of table bad 0.41 of table load W > 6" Bevel cut 0.85 of table bad 0.41 of table load Acute side opmIly anpfe Top View HHUS Hanger Skewed Right Joist must be bevel w0 AO joist nails installed on the outside angle (non-acute side). OF Allowable Loads SP Allowable Loads SPF/HF Allowable Loads Model UpliN1 160) Floor 100) Snow 115) Rool 125) Wind 160) Upldtl 160) Floor 100) Snow 115) Roof 125) Wind 160) Up11t11 160) Floor 100) Snow 115) Root 125) Wind 160) Cod fe Single 2x Sites LLIS24 490 670 765 825 1,045 490 725 830 895 1,135 420 575 655 705 895 1 US76 1,165 865 990 1,070 1,355 t 165 940 1,075 1,165 1 475 1,005 740 A45 915 1,160 MUS26 1,090 1,295 1,480 1,605 1,825 1,090 1,410 1,610 1,745 1,825 040 1,110 1,265 1,370 1,570 17, FL. LI7 HUS26 1,550 2./20 3,095 3,335 3.335 1,550 2,950 3,335 3,335 3.335 1,335 2.330 2.650 2,820 2,865 H61LS2ri 1.11-,0 14,3150 4,8&5 5,230 5,390 I OW 4,725 5,290 5,390 5,390 W:; 3,750 4 200 4„5(M 4,635 f I LUS28 1,165 1,100 1,255 1,360 1,77,1 1,165 1,200 1,365 1,480 1,835 1,005 940 1,075 1,165 1,475 MUS28 1,555 1,730 1.975 2,140 2.645 1,555 1,880 2.150 2,330 2.645 1,335 1,475 1,690 1,830 2,275 17. FL, L17 HUS28 0 3,965 4.120 4,220 4,335 2,000 3,790 3.960 4.070 4,335 1,720 2,905 3,035 3,125 3,435 IIGUS28 51,70 6,745 6,970 7,125 7,275 179n 6,4GO 6,705 6,670 7.275 1,540 4,960 5,160 5,290 5,745 ri. LUS770 1,165 1,340 1,575 1,650 7,090 1165 1,445 1,660 1,795 7,270 1,005 1,145 1305 1.415 1,745 FL. HUS210 3.000 4.255 4,445 4.575 5,020 3,000 4,105 4,310 4,450 4,93U 2,SIi0 3,1$0 3.315 3.425 3,815 17, 1117 Note: For dimensions and fastener Information, see table above. See table footnotes on p. 237. HHUS/HGUS See Hanger Options information on pp. 121-123, HHUS - Sloped and/or Skewed Seat HHUS 11iNers can be skewed to a maximum of 451 and/or sloped to a maximum of 45• For skew only, maximum allowable download is 0.65 of the table load For sloped only or sloped and skewed hangers, the maximum allowable download is 0.65 of the table bad Upldt bads for sloped/skewed conditions are 0.72 of the table bad, not to exceed 2,475 lb. The joist must be bevel -cut to allow for double shear nailing HGUS - Skewed Seat HGUS hangers can be skewed only to a maximum of 45•. Allowable bads are- HGUS Seat Width Joist Down Load Uplift W < 2" Square cut 0.62 of table bad 0.46 of table load W < 2" Bevel cul 0.72 of table bad 0.46 of table load 2" < W < 6" Bevel cut 0.85 of table bad 0.41 of table load 2" < W < 6" Square cut 0.46 of table bad 0.41 of table load W > 6" Bevel cut 0.85 of table bad 0.41 of table load Acute side opmIly anpfe Top View HHUS Hanger Skewed Right Joist must be bevel w0 AO joist nails installed on the outside angle (non-acute side). Face -Mount Hangers These products are available with add.uon31 corrosion , These products are approved for installation with the Strong-DrW protection. For more information. see p.18. SD Connector screw. See pp. 39-40 for more Irdonnation. a a a SIMPSON 1. Uplift bads have been Increased for wind or earthquake badrg with no further increase allowed. Reduce where other bads govern. 2 Wind (160) is a download rating. 3.IAnirMin heal height shown is required to achieve full to* bads. For less than mninium heel height see technical bulletin T-6REDHEEL at strorgtie.com. 4. Truss chord cross -grain tension may I and allowable bads in accordance with ANSV IT l 1-2007. Simpson Strong-TisO Connector Selector" Software includes the evaluation of cross -gran tension n its hanger allowable bads. For add:ioral information, contact Si ,pson Strong -Tie, S. Simpson Strong -Tire" Strong -Drive* SDS Heavy -Duty Connector screws are permitted to be miale.d through metal truss dates as approved by ifte Truss Designer, provided the requ rements of ANSVIPI 1.20.4 Sections 7.5.3.4 and 8.9.2 are met (pre-drling required through the plate using a maximum of %t' bit). 6. Strong -Drive SDS Heavy -Duly Connector screws that panelists all pies o1 the supporting girder (screws mist penetrate a rnlnimum of 1' Into the last hues ply) may also be used to transfer the bac through all ills plies of ft suoporing girder. Wrwr Strong -Drive SDS 4emy-Duly Connector sen.'ws do not penelmle al pies of the supporting gvder InrA. supplemental Strong -Detre SDS Haiti Corrector -crews at the hangor locations may be requJod to carsfor the bad to the truss plies rot penetrated by the face fasteners. as determined by the Dew -M 7. The supponng girder truss must have adequate thxyetess to acoommodate the screw length, so that the screw does not prctrudo out the back of :to girder. 3'- or 4'h'aong Strong-Drve SDS Heavy-Du4- Connector screws may be cubethuted for the lodger Suong•DrIve SDS Heavy -Duty Connector screws w ilh no bad reduction. S. Loads shown are based on n nmum of 2 -ply 2x carrying member for nailed hangers. With 3x carrying members, use 16d x 2 h' nails into the header and 16d commons into the joist with no bad reduction. With single 2x carrying members, use 10d x 1 h' nals into the header and 10d commons into the joist, and reduce, the bad to 0.64 of the table value. 9. Nails: I 6 = 0.162' dia. x 31b' long. See pp. 26-27 for other nail sizes and Information. 237 Min. I IDIMenSIORS (in.) Fasteners DF/SP Allowable Loads SPF/HF Allowable loads CodeModel Na Heel Hcight 6a. W H 8 Carrying Member Carried Member Upldt Floor Snow Root Wind 160) (100) (115) (125) (160) UDlifl Floc Snow Root Wind 160) (100) (11 125) If Rel, Double 2x Sizes WS24-2 2'/• 18 3'h 356 2 4)16d 7116d 440 800 910 985 1,250 380 680 780 845 1470 WS26.2 444 18 3'h 4% 2 4)164 4 l6d 1.165 1,030 1,180 1,280 10.5 1400 880 1,010 1490 1,385 17,L17,FL HHUS26-2 444 14 3% 5% 3 14)16d 16d 1.550 2,785 3.155 3.405 4265 1,3,35 2.390 2,710 2.925 3.665 Hf7'US26.2 444 12 334 57%, 4 20)16d 8) IN 2.155 4,355 4,575 5.230 5,575 IJO 3,750 4.200 4,500 4,785 HGU026-2-SDS3 5% 12 344 5'/c 4 12) /'r3'SDS 4)v: x3 SDS 1,635 5,040 5.565 5.565 5565 1,175 3.630 4,005 4405 4,005 FL WS28.2 444 18 3% 7 2 16d 4)164 1,165 1,315 1,50D 1,625 2460 1.000 1,125 1,285 1,390 1,765 HHLIS28-2 644 14 344 71/. 3 16d 16d 2.000 4,210 4,770 5,140 6,440 1,720 3,615 4,095 4,415 5,375 17, L17, FL HGUS28-2 644 12 334 744 4 16)166 12116d 3.235 7,460 7,460 7,460 7,460 2,785 6,415 6AI5 HGU028-2-SDS3 7'H 12 344 7i'm 4 0)'/.' x 3' SDS 6)'/•'x3" SDS 2.565 7.330 7,330 7,330 7,330 1,845 0 5280 5,280 FL WS210.2 67nc 18 3'A 9 2 16d 6j16d 1,745 1.830 2,090 2.265 2.870 1,500 1,935 2,455HHUS210-2 M5,27O5,3808461433487h31660)16d i '= 5,635 6,380 6.880 7,165 3.525 5,380 5,765 17, 07, FL HGUS210-2 844 12 334 9:A6 4 46)16d 16)16d 4,0959,100 9,100 9,100 9,100 3,525 7,825 7,825HGU0210.2-SOS3 91. 12 344 94'rc 4 28) y:x 3' SDS x 3" SDS 3.440 7.415 7,415 7,415 7,415 2.475 0 5.340 5,340 FL Triple 2x Sizes HGUS26-3 4% 12 4'3'rc I 5'h 1 4 1 20)164 8) l6d 2.155 4,355 4,875 5,230 5,575 750 4,200 4,500 4,795 17, L17, FL HGU026-3-SDS4.5 Sh 12 41%6 5'h 4 (12)'/.' x 4'h' SDS (4)''A' x 4'h' SDS 1,635 5.040 5,165 5,165 5,165 630 3720 3.720 3,720 FL HGUS28.3 6% 12 4%. 7'/. 4 i6.) IGd VZ 16d 3.235 7,460 7,460 7,460 7,460 415 6.415 6.415 6,415 17, L17, FL HGU028-3.5054.5 71. 1214% 7'/. 4 Y. x 4'/f SDS (6) y: x 4'h' SDS 2,565 8400 9.175 9,175 9.175 50 6.605 6.605 6b0517m FL HGUS210.3 894 12 4'44 9'/. 4 46) 16d 16)16d 4,095 9,100 9,100 9.100 9,160 825 7,825 7,825 7,825 17, L17, FL 11000210-3-SD54S 9'b 12 4% 9%. 4 (281/."x4'4 SDS (8)W x4:1 SDS 3.440 9.745 9,745 9,745 9,745 015 7,015 7,015 7415 FL HGUS212.3 1046 12 4'41e tU:'. 4 t6d l6d 5,045 9,600 9,600 9,60019,600 255 8,255 8.255 8,255 17, L17, FLHGU5214.3 12% 12 444 t2•:'. 4 166 2 t6d 5,515 10.10010.10010.10010,100685 8.685 8.685 6b85 Ouadruple 2x Sues HG11S26.4 5'h 12115% 5% 1 4 1 16d M 16d 2.155 4,355 4,875 5,230 5.575 1,855 3.750 4.200 4,500 4,795 17, L17, FL HGU026-4-SDS6 514 12 644 57r1c 4 12)'/: x 6' SDS 4)'/: x 6" SDS 2.375 5.040 5.165 5.165 5,165 1.710 3.630 3,720 13.720 3,720 FL HGUS28.4 7'/. 12 644 734 4 1 36) 16d 121l6d 3.235 7,460 7,460 7,460 7,460 2,765 6,415 6,415 6,415 6.415 17, L17, FL HGU028.4-SDS6 71. 12 641. 7%, 4 1 20) y.' x 6' SDS 6)'/.' x E" SDS 4,020 8.400 8,860 8,8611 8.860 2,890 6,050 6.380 6,380 E.380 FL HGUS210.4 91A 12 644 937, 4 1 4 166 06116d 4,095 9,100 9,100 9,100 9,100 3,525 7,825 7,825 7,825 7,825 17, L17, FL H000210-4-SDS6 914 12 1644 934 4 1 28)'/: x 6' SDS 8)'/: x 6' SDS 4,170 10.26010,26010.260 10.260 3.000 7.385 7,385 7,385 7,385 FL HGUS2)2-4 HGUS214-4 1 10% 121644 10% 1 12% 121 644 12% 4 4 T (56)166 r (66)16d 1 (28 l6d 22)16d 5,045 9.6110 9.600 9,600 9,600 4,335 8,255 8,255 8,255 8.255 5,515 10,100 10,1 D0 10,100 10.100 4,745 8.685 8,685 8.685 A85 17, L17, FL 4x Sues LUS46 4% 18 344 44'• 2 4)16d 416d 1,165 1,030 1,180 1,280 11.625 1.000 880 1,010 1,090 1,385 HGUS46 47% 12 3% 4% 4 20)16d 8)16d 2,155 4,355 4,875 5,230 5,575 1,855 3,750 4,200 4,500 4,795 17, L17, FL HHUS46 434 4 3% 544 3 4)164 6)16d 1,550 2,790 3,160 3,410 4.265 1.335 2.390 2.710 2.925 3.665 HGU046-SOS3 S)4 12 3% 4% 4 12)'/: x3'SDS 4)%:x3"SDS 1,1535 5,040 S,IGS 5,165 5,1155 1,175 300 3,72D 3,720 3,720 FL WS48 446 18 344 64'. 2 6)16d 4)16d 1,165 1,315 1,500 1,625 2460 1,000 1,125 1,285 1,390 1.765 HUS48 HHUS48 656 61h 14 344 7 14 3% 751 2(G)16d 3 22)16d 1Gd 8)16d 1,550 1,595 1,8_15 1.960 2,470 1,550 1,365 1,555 1,680 2.115 2400 4.215 4.770 5.150 6.440 1,720 3.615 4,095 4,415 15,535 17, L17, FL HGLIS48 67/re 1'L 341 735x 4 06)16d 12116d 3,235 7,460 7,460 7,460 7,460 2.785 6,415 6.41] 6415 6,415 HGU048-SDS3 71. 12 33167h 1 4 1 20) y: x 3' SDS 6)'/•' x 3" SDS 2565 7.33017,33D 7,330 7330 1.845 5.280 $.280 5.280 5280 FL LUS410 6'/. 18 3%.18% 1 2 166 16d 1,745 1,830 2.090 2,265 2,870 1500 1,565 1,785 1,935 2,455 HHUS410 8% 9 3 166 10)16d 3.745 5.640 6.385 6.890 7.165 3,440 4.835 5.480 5.910 6.165 17, L17, FL HGUS410 876c 9Sfr 4 46)164(16)16d 4,095 9,100 9,100 9,100 9,100 3,525 7,825 7,825 7,825 7,825 HGU0410-SOS3 9u M143% 874 4 1'/.' x 3' SDS B)'/."x3'SDS 3.440 7,415 7,415 7,415 7,415 2,475 5,340 5.340 5.340 5.340 FL HGLIS412 10744 107% 4 5 166 20)16d 5,045 9_600 9,600 9.600 9,600 4,335 8,255 8,255 8,255 8,255 17, L17, FL 117k 127/n 4 66 16d 22)16d 5,515 10.100 10100 1040 10.1pp 4,745 8.685 8.685 8.685 8.685 1. Uplift bads have been Increased for wind or earthquake badrg with no further increase allowed. Reduce where other bads govern. 2 Wind (160) is a download rating. 3.IAnirMin heal height shown is required to achieve full to* bads. For less than mninium heel height see technical bulletin T-6REDHEEL at strorgtie.com. 4. Truss chord cross -grain tension may I and allowable bads in accordance with ANSV IT l 1-2007. Simpson Strong-TisO Connector Selector" Software includes the evaluation of cross -gran tension n its hanger allowable bads. For add:ioral information, contact Si ,pson Strong -Tie, S. Simpson Strong -Tire" Strong -Drive* SDS Heavy -Duty Connector screws are permitted to be miale.d through metal truss dates as approved by ifte Truss Designer, provided the requ rements of ANSVIPI 1.20.4 Sections 7.5.3.4 and 8.9.2 are met (pre-drling required through the plate using a maximum of %t' bit). 6. Strong -Drive SDS Heavy -Duly Connector screws that panelists all pies o1 the supporting girder (screws mist penetrate a rnlnimum of 1' Into the last hues ply) may also be used to transfer the bac through all ills plies of ft suoporing girder. Wrwr Strong -Drive SDS 4emy-Duly Connector sen.'ws do not penelmle al pies of the supporting gvder InrA. supplemental Strong -Detre SDS Haiti Corrector -crews at the hangor locations may be requJod to carsfor the bad to the truss plies rot penetrated by the face fasteners. as determined by the Dew -M 7. The supponng girder truss must have adequate thxyetess to acoommodate the screw length, so that the screw does not prctrudo out the back of :to girder. 3'- or 4'h'aong Strong-Drve SDS Heavy-Du4- Connector screws may be cubethuted for the lodger Suong•DrIve SDS Heavy -Duty Connector screws w ilh no bad reduction. S. Loads shown are based on n nmum of 2 -ply 2x carrying member for nailed hangers. With 3x carrying members, use 16d x 2 h' nails into the header and 16d commons into the joist with no bad reduction. With single 2x carrying members, use 10d x 1 h' nals into the header and 10d commons into the joist, and reduce, the bad to 0.64 of the table value. 9. Nails: I 6 = 0.162' dia. x 31b' long. See pp. 26-27 for other nail sizes and Information. 237 HTU Face -Mount Truss Hanger The HW face -mound truss hanger has nail patterns designed specifically for shallow heel heights, so that full allowable bads (with minimum nailing) apply to heel heights as low as 37/4'. Minimum and maximum nailing options provide solutions for varying heel heights and end conditions. Alternate allowable bads are provided for gaps between the end of the truss and the carrying member up to 'h" max. to allow for greater Construction tolerances (maximum gap for standard allowable bads is 14' per ASTM D1761 and D7147). See technical bulletin T-C-HANGERGAPS at strongtie.com for more information. Material: 16 gauge Finish: Galvanized Installation: Use all specified fasteners; see General Notes Can be installed filling round holes only, or filling round and triangle holes for maximum values See alternate installation for applications using the HTU26 on a 2x4 carrying member or HTU28 or HTU210 on a 2x6 carrying member for additional uplift capacity Options: HTU may be skewed up to 67'h•. See Hanger Options on p. 239 for allowable bads. See engineerir ig lellei L-C.HI IJSD at strongtie.com for instagatirn widl Soong -Drive% SD tasteners. Codes: See p.14 for Code Reference Key Chart L SONg=l`ie W19 Min. heel height per table HTU26 Typical HTU26 Minimum Nailing Installation W max. gap between end of truss and carrying member HTU Installation for Alternate InstaOation - on Standard Allowable Loads x6 Carrying ed b For'h' maximum gap, 2x6 Carrying Member use Adernate Allowable Loads.) M7U2t0 similar) PF These products are approved tot installation with the Strong -Dive SD Connector screw. See pp. 39-40 for more IMomtatbn, Standard Allowable Loads ('/8" Maximum Hanger Gap) Model No. Min. HeipAt Dimensions (In.) Fasteners DF/SP Allowable Loads SPF/HF Allowable Loads Code W H g Carrying Member Carried Member UDlot Floor 160) (100) 1 Snow 115) Root 125) Wind 160) Uplift 160) Floor 100) Snow 115) Roof 125) Wino 160) Rel. Single 2x Sizes HTU26 Th 1 % She 31 20)16d 11)10d x 1 h- 730 1 2.940 3.045 3,045 3445 630 1,920 1,920 1920 1,920 HTU26 (Min.) 3% 1 % 5% 3h 20)16d 14)10d x 11h' 1,250 2,940 3,200 3,200 3.200 1,075 2,015 2,015 2,015 2,015 IITU26 (Max.) 51h 1% 5% 3'h 20)16d 20)10d x 1'R 1,555 2,940 3.340 3,600 4,010 1.335 2,530 2.870 3,095 3,450 17 IITU26 (Min.) 37h 1% 734. 3h 26)16d 14) 10d x 1 h' 1,235 3,620 3,895 3,895 3,895 1,060 2,920 2,920 2,920 2,920 L17, H7U28 (Mai.) 71A 1 % 7Y. 31h 26)16d 26)10d x 1 h' 2,140 3.620 4,340 4,680 5.435 1.840 3,285 3.730 4,025 4,675 FL HTU210(Min.) 37A 1% 9Y4 31h 32)16d 14)1DdxIh' 1,330 4,355 4,355 4,355 4.355 1,145 3,265 3,265 3,265 3,265 HTU210(Max.) 9:. t % 9)k 31 32)16d JZ) 10d x 1'h' 3.315 4,705 5,345 5,760 5.995 1 2.850 4,045 4,595 4,955 5,155 Double 2x Sizes HTU26-2 (Min.) 3% 31A6 5% 31h 20)16d 14)10d 1.515 2,940 3,340 3.600 3,910 1 1,305 2,465 2,465 2,465 2,465 HTU26-2 (Max.) 51h 31toi6 " 3'h 20)16d 20)10d 2,175 2,940 3,340 3,600 4,485 1,870 2,530 2,870 3,095 3,855 HTU28.2 (Min,) 31A 3%s 7H6 314 26)16d 14)10d 1,530 3,620 4,310 4,310 4,310 1,315 3,235 3,235 3,235 1235 17. HT1.128-2 (Max.) 71h 331a 7Hr 31h 26)16d 26)10d 3.485 3.620 4,340 4,680 5.850 2,995 3.285 3,730 4,025 5,030 L17. FL IITU210.2 (Min.) 3% 3-146 9Y4 31h 32)16d 14)10d 1,755 4,705 4,815 4,815 4,815 1,510 3,610 3.610 3,610 3.610 HTU210-2(Max.) 9y. 3Ms 9K6 3A 32)16d 32)10d 4,110 4,705 5,345 5.760 7,200 3.535 4,045 4,595 4.955 6,190 1. The maximum hanger gao is measured between the joist (or truss) enc and the carrying memoar. 2. Mnimium heel heights re0uaed lot full :able loads are based on a minimum 2/12 pinch. 3. UpIM has been increased for wind or eanitquake loading with no further increase allowed; reduce where other bads govern. 4. Wind (1631 is a downbao rating. 5. For hanger gaps between h' and W. use the Ahemate Allowable Loads. 6. Truce chord crow-gre n Imsion may OrJ, akswabke bads in arnordanee wrath ANSIrTPI 1-2014. Simpson Strxg-Ties Connector Selector- Software includes the evaluation of cross -grain tension in Its hanger alowable (pads. For adodtonal information. contact Simpson Strong -Tie. 7. Loads shown are based on a minimum 2 -ply 2x carryng member. For single 2x carrying members. use N10 (10d x 1 hT nails into the header and reduce the allowable download to 0.70 of the table value. The allowable uplift is 10046 of the tao41 bad. 8. Nalls;160 - 0.162' dl& x 3'h* long. 10d - 0.148' dia. x 3' long, 10d x 1 W = 0.148' dna x 1 h' ling. See pp. 26-27 for other nail si7a s aM ntorrlalion. 238 UPDATED 04/17117 Simpson Strong -Tie '/ood Construction Connectors Face -Mount Truss Hanger (cont.) Pr These products are approved for installation vnth tne Strong -Drive' SD Connector screw. See pp. 39-40 for more information. Alternate Installation Table for 2x4 and 2x6 Carrying Member SIMPSON 1, See table above for drnensons and add tional footnotes. 4. Nails: 16d = 0.162' da, x 3W long, 10dyl h = 0.1 z8' dia. x 1 h' long. 2. Maximum hanger gap for the alternate installation is h'. See pp. 26-27 for other nad sizes aro information. 3. Wind (160) is a download rating. Alternate Allowable Loads (//2" Maximum Hanger Gap) Model No. Min. Minimum Fasteners HF/SPF Allowable Loadsx' DF/SP Allowable Loads Skew Angle SPF/HF Allowable Loads Code No. Mod No. Heel Height Carrying CarryingCarried I Carried Member Uplift Floor Snow Roof Wind Uplift Floor Snow Root Wind Rel. 133/160) in) Member Member Member 160) 100) 115) 125) 160) 160) 100) 115) 125) 160) 20)16d HTU26 (Mm.) 31A 2) 20 10)16d 14)10d x 1 h' 925 1,470 1,670 1.800 2.040 795 1,265 1.435 1,550 1,755 20)16d HFU-26 (Max.) 51h 1212x4 10)16d 20)10d x 1'h- 1,310 1,470 1,670 1,800 2.250 1,125 1,265 1.435 1,550 1,935 17, HTU28 (Max.) 714 2) 2x6 20)16d 26)10d x 1 h' 1,070 2,940 3,340 3,600 3.905 1,695 2,530 2,870 3.095 3,360 FLFL HTU210 (Ltex.) 8'/. 212x6 20)16d 32) /Od x 1 h' 2,760 2,940 3,340 3,600 3.905 2.375 2.530 2.870 3,095 3.360 26)10d x t h' 1, See table above for drnensons and add tional footnotes. 4. Nails: 16d = 0.162' da, x 3W long, 10dyl h = 0.1 z8' dia. x 1 h' long. 2. Maximum hanger gap for the alternate installation is h'. See pp. 26-27 for other nad sizes aro information. 3. Wind (160) is a download rating. Alternate Allowable Loads (//2" Maximum Hanger Gap) Model No. Min. He it Dimensions (m.) Fasteners HF/SPF Allowable Loadsx' DF/SP Allowable Loads Skew Angle SPF/HF Allowable Loads Code W H B Mermberr I Carried Member Uplift I 00) 160) Floorrying 115) 125) 160) (160) 100) S 1151 125) inr160) Rel. 133/160) 100/115/125) 133/160) 100/1151125) Smgle 2x Sizes 20)16d 14)10d x 1 h' 1,315 2,945 1,130 2,530 HTU26 15-67% HTU268 3'f, 1% 5%.131/,j 20)16d 11)10dx lh" 670 2,735 2,/35 2,/35 2,/35 5/5 1,/25 1,/25 1,725 1,/25 51-671h HTU26 (Min.) 3'h 1 % 5'A6 3'h 20)16d 14) i0d x 1'h' 1,175 2,940 3,100 3.100 3,100 1,010 1,955 1.555 1,955 1,955 HTU210< HTU26 (Max.) S1h 1 % 554 31h 2.005 20)10d x 1'h' 1,215 2,940 3,340 3,600 3,760 1.045 2.370 2,370 2,370 2,370 17, HTU28 (Min,) 3'h 1 % 754 316 04)10d x 1'h' 1,125 3.770 3.770 3,770 3,770 970 2,825 2,825 2,825 2.825 L17, HTU28 (Max.) 7%. 1% 754 3 h g 26)10d x t h' 1,920 3,820 4,340 4,680 5,015 1,695 3.285 3,730 3.765 3,765 FL HTU210 (Mtn.) 3h 1% 954 3 h 14)10d x 1'h' 1,250 3,600 3,600 3.600 3.600 1,075 2.700 2,700 2,700 2,700 HTU210(Max.) 9%. 1% 954 31h 32)16d O 10dx1'h' 3.255 4,705 5,020 5,020 5.020 2,800 1 3,765 3,765 3,765 3,765 Double 2x Saes HTU26-2 (Min.) 3'h 344 5'% 31h 20)16d 14)10d 1,515 2,940 13.340 3,500 3.500 1 1,305 2,205 2,205 2.205 2.205 HTU26-2 (Max,) 51h 345: 5'ISi 3 h 20) t6d 20)10d 1,910 2,940 1 3.340 3,500 3,500 1 1,645 2,205 2.205 2,205 2,205 HTU28-2 (Min,) 3'h 345r 7 5a 3% 26)16d 14) lqd 1,490 3,820 3,980 3,980 3,980 1,280 2,985 2,985 2,985 2,985 17' L17, HTU28.2 (Max.) 7%. 344 7!4 3h 26)16d 26) )Od 3,035 3.820 4,340 4.680 5,555 2.610 3,285 3.730 4,025 4,165 FL HTU210-2 (Min.) 3ii 344 954 3h 32)16d 14)10d 1,755 4,255 4,255 4,255 4,255 1,510 3,190 3,190 3.190 3.190 HTU210.2 (Max.) 9'/. 344 9%. 3% 32)16d 2)10d 3,855 4,705 5.345 5,760 6,470 3,315 4,045 4,595 4,855 4,855 See :able footnotes on p. 238, Options: See Hanger Options information on pp. 121-123. Skewed Seat Skewable up to 67 h•, Available in single and 2 -ply size. No bevel cul requued. Allowable Loads for Skewed HTU Hangers 4,I M711 flange Acute flange side Specify angle Top View HTU Hanger Skewed Right < 51' 0. \ s1>rray arlgk 51• to 67h' 1, uput bads have been incniasdd for wild or 3. Maxtnw,tt hanger gap between erd of 06't (truss) aid taw of Top View HTU Hanger earthquake loading vwth no further nuease carrying members h'. Skewed Right 2 51 alcweci. Reduoe where other bads govern. 4. Nails: 16d = 0.162' dia. x 316' long, 10dx t h = 0.148• dia. x 1'h* long, 2. Allowable downloads may not be increased. I Od = 0.148' dna. x 3' long. See pp. 26-27 for other nail saes and information. 239 Fasteners DFL/SP Allowable Loads'.' HF/SPF Allowable Loadsx' Model Skew Angle No. Degree) Carrying Carried Uplift Download Uplift Download Member Member 133/160) 100/115/125) 133/160) 100/1151125) 51 20)16d 14)10d x 1 h' 1,315 2,945 1,130 2,530 HTU26 15-67% 20 16d 12110d x 1 h- 970 2,595 835 2,230 51 26)16d 20)10d x t h' 2.015 3,060 1,730 2.630 14TU28 51-671h 16d 17)10d x 1 h' 1,495 2,815 1,280 2,420 51 21164 26 10d x l h' 2,715 3,175 2,335 2.730 HTU210< 51.67'h 32)16d 22)10d xI'h' 2.005 3,040 1.725 2,615 51 20)16d 1410d 1,335 2.555 1,145 2.200 HTU26-2 51-671h 16d 1 10d 1,110 2,700 955 2.320 51 26)16d 20) 10d 2,470 3,890 2,120 3,345 HTU28-2 51-671A 6 16d 1 10d 1,710 3,775 1.470 3,245 51 32)164 10d 3,600 4,935 3,100 4,245 HTU210 2 51-67 h 32)164 22) lOd 2-725- 57- 1 4,790 1,940 1 4,120 4,I M711 flange Acute flange side Specify angle Top View HTU Hanger Skewed Right < 51' 0. \ s1>rray arlgk 51• to 67h' 1, uput bads have been incniasdd for wild or 3. Maxtnw,tt hanger gap between erd of 06't (truss) aid taw of Top View HTU Hanger earthquake loading vwth no further nuease carrying members h'. Skewed Right 2 51 alcweci. Reduoe where other bads govern. 4. Nails: 16d = 0.162' dia. x 316' long, 10dx t h = 0.148• dia. x 1'h* long, 2. Allowable downloads may not be increased. I Od = 0.148' dna. x 3' long. See pp. 26-27 for other nail saes and information. 239 Simpson Strong -Tie Wood Construction Connectors Adjustable Truss Hangers This product is preferable to similar connectors because of a) easier installation, b) higher loads, c) lower installed cost, or a combination of these features. The THA series have extra long soaps that can be field -formed to give height adjustability and top flange hanger convenience. THA hangers can be Installed as top flange or face -mount hangers. THA4x and THA2x-2 models feature a dense nail pattern in the straps, which provides more installation options and allows for easy top flange installation. Material: See table Finish: Galvanized. Some products available in ZMAXe coating; see Corrosion Information, pp. 15-18. Installation: Use all specded fasteners; see General Notes. The following installation methods may be used: Top Flange Installation — The straps must be field formed over the header - see table for minimum top flange requirements. Instal top and face nails according to the table. Top nails shall not be within r/: from the edge o1 the top flange members, For the THA29, nails used for joist attachment must be driven at an angle su that they pen 9liate Ihrolrghr Ilia conlxan of the joist 810 into the header. For all other top Mange installations, straighten the double shear nailing tabs and install the nabs straight into the joist. Face Mount Installation — Instal all face nails according to the table. Not all nail holes will be filed on all nxxlels. On models where there are more nasi holes than required, the lowest four lace holes must be filed. Nails used for the joist attachment must be driven at an argle so that they penelnale through the corner of the joist into the header. Alternate Installation — The THA 4x hangers may be installed in a top flange Configuration using the tabulated fasteners for face -mount installation and achieve the face -mount installation bads. Instal the tabulated face nails into the face and top of the carrying member. Nails used for the joist attachment must be driven at an angle so that they penetrate through the correi of the joist into the header, Uplift — Lowest lace nails must be fined to achieve uplift bads. Options: THA hargers available with the heador flanges turned in for JW (except THA413) and larger, with no bad reduction - order THAC hanger. Codes: See p.14 for Code Reference Key Chart e Double - Shoal Nadng Top View Ooublo-S ar Nailing Sde Vsew, Do not bend lab 13h, fW 2 rh'IaTHA422.2 TNA4W2 6THAC422 LSM215' ler 126.2s'e 7HM62Jo• 6, THA418 Face nulls Top nails pen table Den table Double 4x2 - Use III table value Slnt>fe 4Y2-' Seefootnote 3 . SIMPSON Strol1gTie 2 fans rets Total) 4 top nails low) Typical THA Top Flange Installation on a Nailer except THA29) Suaiphten the double shear naDng labs and instal nails suabht Typical THA422 Top Flange Installation on a 4x2 Floor Truss Altemate installation of THA422 4Dome Double -Shear Nosing Side View Available on some modes) U.S. Patent 5,603,580 ryw, a. , Top Flange Installation 229 THA/THAC Adjustable Truss Hangers (cont.) These prooucts are available wrh adddional Corrosion protecuon. For more information, see p• 18. a 230 L PSONng-'lYe MotetMod No. Ga, Dimensions (In.) Mtn.' lop Mtn. Depth Fasteners DF/SP Allowable loads SPF/HF Allowable Loads Code Ret. ydTHCFlange Carrying Member Carried Member UpUH 160) Floor 100) Snow 115) Root 125) Wind 160) Uplift,Floor 160) 100) Snow 115) Roof 125) Wind 160) Top Face Straight Stant Top -Flange Installation' THA29 18 1% 9144 5h 2% - (4)10d 1 (4)10d 4)10d 560 2,260 2,310 2,350 2,350 480 1,740 1,785 1,815 1,E15 THA213 18 1% 5'i. 1F - (4)10d 2)10d (4)1Dd x 1 h' - 1,615 1.615 1,6151,615 - 1,280 1.2801,280 1,280 THA218 13%6 18 1% 734 51h 2 - (4)10d 2)10d (4)10d x 1'h' - 1,615 1,615 1,615 1,615 - 1,280 1,280 1.280 1,280 THA218-2 16 3% 17'Ye 8 2 - (4)16d 1 (2) 16d 6)10d - 2.245 2,24512,245 2,245 - 1,935 1,935 1,935 1,935 18, THA222-2 1G 3% 2234 8 2 - (4)16d 2)1Gd 6)10d - 2,245 2,245 2,245 2,245 - 1,935 1,935 1,935 1,935 1,75, FL 7HA413 18 3% 13%4 4h 1 h - (4)1Dd 2)10d 4)10d - 1,615 1,615 1,615 1,615 - 1,280 1,280 1.280 1,280 THA418 16 3% 17h 71A 2 - (4)16d 2) l6d 6)10d - 2,245 2,245 2,245 2.245 - 1,935 1.935 1.935 1,935 THA422 16 3% 22 71A 2 - (4)16d 2) 16d 6)10d - 2.245 2.245 2,245 2,245 - 1,935 1,935 1,935 1,935 THA426 14 3% 26 71A 2 - (4)16d 4)16d 6)16d - 2,435 2,435 2,435 2,435 - 2,095 2,095 2,095 2,095 FL THA422-2 14 71Y. 22'%. 93Y. 2 1 - (4)16d 4)16d 6)16d - 3,330 3,330 3,330 3,330 - 2.865 2.865 2,865 2,865 FL,170 THA426-2 14 7%. 26%4 93. 2 - (4)16d 4)16d G)16d 3,330 3,330 3,330 3,330 - 2,865 2,865 2,865 2,865 FL,nO Face -Mount Installation' THA29 18 1% 9'346 5h 9'V& - 16)10d 14)10d 560 2.125 2,310 2,350 2,350 480 1,740 1,785 1,815 1,815 THA213 18 1% 104 5'h 13%4 - 14)10d 4)1Oil 1,170 1,955 2,020 2;065 6,065 780 1,680 1,735 1,775 1,775 THA218 18 1% 1734 5'h 1736 - 18)10d 4) 10d 1,170 1;355 2 D^_0 2,065 2,065 780 1,690 1,735 1,775 1.775 THA218-2 16 314 17'%c 8 1434. - 22) 16d 6) 16d 1,855 3.695 3,695 3.695 3,695 1.595 3,185 3,185 3.185 3.185 18. THA222-2 16 311 '1234 8 14146 - 22)16d f) ITid 1,855 3,695 3,695 3,695 3,695 1,595 3.185 3,185 3,185 3,185 1,15. FL THA413 18 3% 13%6 4h 13% - 14)10d 4)10d 1,170 1,940 2,235 2.400 2.400 780 1,660 1,910 2,075 2,210 THA418 16 3% 17'h 71.4 14346 - 22)16d 6) Wit 1.855 3,695 3,695 3,695 3,695 1,595 3,185 3,185 3,185 3,185 THA422 16 3% 22 /h 1414. - 22)16d 6)16d 1.855 3,695 3,695 3.695 3.695 1,595 3,185 3,185 3,185 3,185 THA426 14 3% 26 71A 1634. - 30)16d 6) ISd 1.855 4,480 4,480 4,480 4,480 1,595 3.855 3.855 3,855 3.65.5 FL THA422.2 14 7'A 22'61 W. 1636 - 30)16d 6)16d 1,855 5,160 5,520 5,520 5ri20 1,595 4,440 4,745 4,745 4,745 FL,170 THA426-7. 14 7y. 26%c 9%. 18 - 3B)16d 6)16d 1.855 5.520 5,520 5,57.0 5,520 1.595 4.745 4,745 4,745 4,745 FL,170 1. Upl If has been Increased 60% for W.nd or earthquake loading w:h no further increase allowed; reduce where other bads govern. 2. Wind (160) is a dowmbed rating. 3. For single 4x2 top chord carrying mamners or single 2x nallers. the following THA hangers can be installed sing 10d x 1'h' top nads and (2) 16d face nads with reduced allowable bads as noted' THA4181 HA422. 1,415 1*. for DF/SP, 1.215 Ib. for SPF; THA426: 2,245 Ib. for DF/SP. 1,930 Ib. for S°F; THA422-21THA426-2. 2,345 lb. for DF/SP, 2,0115 lb, for SPF. Loads are bases on hanger installations at panel points. 4. Face -mount installation beds are be on minimum of 21pty 2x carrytg member. For single 2x carrying members, use 10d x 1'h' nab into the ca•rytng member and tabulated fasterers into the tamed member. anc use 0.80 of the taole value for 18 gauge, and 0.68 of the table value for 16 gauge and 14 gauge. 5. Min. Top Flange raters to the minimum length of strap that must be field formed over the header. 6. For the THA 2x modals, one strap may be installed vartic* according to the face mount nailing requirements anhe the other strap wrapped over the truss chord according to the top Lange nadng requirements (see drawing on p. 229) ane achieve full tabulated top flange installation bads. 7. Nails: 16d = 0.162' dia. x 314' long, 10d = 0.148' de. x 3' big. 10d x 1'4' = 0.148' dna. x 1 h' long. See po. 26-27 for oihei nail sizes and information. THAR/L422 Skewed Truss Hangers Designed for 4x2 floor trusses and 4x beams, the THAP/1.422 has a standard skew of 4$•. Straps must be bent for top flange installation. PAN narbng helps eliminate splitting of 4x2 truss bottom chards. Use all specified fasteners; see General Notes Straps must be field -formed over the header a minimum of 21h' Minimum and maximum nailing configurations available — see table for nailing requirements SIMPSON St'DngTie Typical THAL4221nstallation with Minimum Nailing on a Floor Truss with Double 4x2 Top Chord 1. Uplift has been increased for wind or eanhquake badng with no further increase abwed. reduce where other bads govem. 2. Roof bads are 125% of floor loads unless imiteo by other criteria Floor bats may be adjusled for bad durations a: oording to the Code provided they do not exceed those in the roof column. 3. whe•e the top of the carried member is flush vnth the lop of the carrying member. H,;n is equal to the depth of the cameo member. Otherwise. H,;h shall be measured from the topo1 the beemg seal to the top of the canyng member. 4. Nails: 10d = 0.148' de. x long, 10d x 1 `h' = 0.148' oia. x t h' long. Soo pp. 2rr27 for other na.l seas and Information. 241 THJA26 Truss Hip/Jack Hanger The versatile THJA26 can accommodate right- or left-hand hips (at 45 -degree skews), and can be installed before or after the hip and jack. Can also be used for double (terminal) hips. Material: 14 gauge Finish: Galvanized Installation: Use all specified fasteners; see General Notes. All multiple members must be fastened together to act as a single unit. Shall be attached to a double girder taus to allow for required minimum nail penetration. See footnote 3. Options: These hangers cannot be modified Codes: See p.14 for Code Reference Key Chan Top View Left -Hand Hip Installation SIMPSON 5troiigTie THJA26 yx TN Top View Right -Hand Hip Installation Typical THJA26 Installation L Top View Terminal Hip without Center Common Jack 1. Uplift bads have been increased for wad or eanhquaie loading w-th no further increase slowed, recuse where other bads govern. 2. Wird (160) Is a dbwnbad ra:ig. 3. Loads shown are based on a minimum (2) 2x6 carrying member. For single 2x carrying members (min. 2x6). use 10d x 1 h' nails and use 0.67 of the table value. For (2) 2x4 carq+ng me -bens, muhiply the download by 0.50. 4.16d sinkers (0.148' dia. x 3%' ION) may be substiMed for :he spectfied 16d commons at 0.85 of the table bad. S. Tabulated hip and jack allowable bads assume that 75% of the total bad is disinbuted to the hip and 251•5 to the jack. It is permitted to distribute 65% to 85% of the iabulaied total bad to the hip, and the remaining percentage of total bad to the jack. The combined hip and jack bad may not exceed the published Total Load. 6. For terminal hips, divide the total albwatle bad by 2 to detemvne the allowa3le bad for each hip, 7. Truss chord cross -gran tension may hrtut allowable bads in a=rdance with ANSVfPI 1 :%014, Simpson Strong•Tio° Connector SOlector` so(IWaro rnckides iho ovaluation of cross -grain tonsion in its hanger allowable bads. For additional information, contact Simpson Strong -Tie 8. Nails: 16d = 0.162' ciia x 3'h' long, 10d x I b' = 0.148' dia. x 1W long. See pp. 26-27 for other nail sizes and Information. 247 I VALLEY FRAMING & BRACING DETAIL Lumber Size and Grade Minumum Reauirements TRUSS TRUSS UNOER VALLEY FRAMING VALLEY RAFTER OR RIDGE CRIPPLE Apples 4'-0" 1w 30 psf (TL) and 10 par (MI Mac e the cdppes far each row starting horn the vaaer or st•epem working forward to the ridge board so that cripple locations are gated between rows. no) Innection Requirement Notes 2s6,rsften to Mile 416d toirnaits Gippke Ni ridge 4164 t"401b; Cripple to rafter 416d toenails 1316d faeanalls Itaherto sleeper or blocking 516d toe -nulls Minor two U6 sleepers 416d toe-Mlls Sleeper tomes 416d toe -nails Two 2x6 sleepers to truss 316d toe -nags each sleeper & cross Ridge boird to roar block 4160 toe-ltaas Ridge board to truss 416d too -nails Puffin to (Typ) 3164 toe -rails Tens to blocking 416d toenails Truss to cripple 416d toe -rags Russ to cripple CA Is to uran 416d tae -nags 316d toe•tk ItsppIsa GENERAL NOTES CRIPPLE. BRACING, & BLOCKING NOTES _ L3. CeOarbeamtofeftar 416dcoenear Puffinskaput T-0- 0.G m absence c t plywood aheathing. NCtTE;16d (0.167'r0.S•J COMMON NAZIS Tenses witlronrt shell' applied mot be evaluated accordingly. '20 Continuous lateral restraint (CLR) Mn. is requfoed fen effpplea V -V to 10'-0' braggnk0gh• eased wr 2-i0d (0.144"WI nalls or 1x.4 •r or scab felnforcemenl nailed to eat o fts Purlins should o md"p, sheathing ons toes spacing minimum of crtppfe wkh 10d (O.12t1's3.0-) natio of C o.a -roe sub must be S0% of criOoN length. In casae that this k Imprsctial,'ovaffap sheathing s minimumOWWos own /C long rectum two CLRY of tooth hue wi T' or scab.Vse Mess of E', acid nW upwards through sheathing Into puffin with a graded lumbar a bot or Common nags. minimum of 111-6d O. 31')Ms-) common wife nags. vlenow edge of cripple can face ridge or rafter. Effects of not providing sheathing below a valley set as long as the proper number of nails an must be ivaluated by the building designer. Installed into ffdgni beans This drawing applies to valla fs with 0e following Conditions: 4nsu0 blocking under rafter If Weepers on not used. Spans (distanu between heals) 4W r or Nes 4asta0 blocking under cripples If cdppko 40 between Mislmum valley height; 14.0' lower tons top chords and stent bracing is not iced. 44anMum mean roof Might. 30 feet -Apply all na0ing In accordance to current NOS requirements; ASCE 745.140 mph, Enclosed. Cat 14 Exis 1, WA. Kats1A Nails an common ole nolle uNese noted otherwise. Or A Maatmum of ASCE 7.10. UO mph. Enclosed. Eap 0. Ktt.L.0 t H, v - Y (A) a) (••i wvwma am ru a rulav rata a oat WA1*4 NO. ioij6loeon«n n.aa„kus msec m ruKLmnvtctas tras®c nc pavusas3 11 ieurW ere,eY f,le'•..e h hereraeao, 'to Tt LL 20 30 40 54 REF VALLEY FRAMING DATE 10/01/14 err herw4awy s.se.tso w W Y, fume. a awe .cell a stet err. ns. ..w s.r.eri i...a.w near rn°.i Rkta rp.T gv . w • a+csrRs owdr ewe. era ome.nrr ~ * * TC DL 10 20 7 7 crew. w... rww.e .under, r aw .rwa rr.. u wwlw •craw ewr:vearrt rrrsra.e w ru3•` akinlollIOYI . •'1 rtat/or r"e M 17 in% (4` fr•wrront l.aw.l Mtrrhi fl Vrnnornwcne saksee a` r :ecW ». a7 dr Ick a a STATE OF t BC DL 0 0 0 0 ORWG VACNV1801015 O w ..avwuodse. isw -race w wit. u rove de . w do u. rrd oeas...c.r. n.a4 >, ower .. •e•v rata i> en.reere des ammo. Q BC LL 0 0 0 0 AN tt1M tope, a /.1M •/ m 4. f t aw •. t ew ti oma K w "wee v n wene row w ^^ •w MaJ a s h aMenwc• dN Y6IRrt L - I mww+w, OR10P' tJ kin t array M wwa •'.•w.,...• •/ P TOT. LD.30 60 47 61 w e.ek . mer «were .• erwe> e.ar seer o oar ~111. k I d ul moans. w pMeerC el J +V a iw S ws V ;r„ W L DUR. FAC. 1.25/1.15 g7ar 0ee k`To.'+•1.uqOa't ter" y ro..w a4 nwCZmt 9-L N r.: r!. ewfrwewnrre coat wren }Ve aaeerk ...w W Mew. owe WR vac, w.rrbw.rwrrw to ....tewweasp aro ....+err• -o a:o ...amt..,, SPACING SEE ABOVE Cracked or Broken Member Repair Detail Load Duration_ _ 0% ,-- Mew--A r__ n„r„+Inr, 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 nemberm 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' max length of damaged section L) w Minimum haling distance on each side of damaged area (B) S) = Two 2x4 or two 2x6 side members, some size, grade, and sppecies as damaged member. Apply one scab per face. Mlydmun side member lengths) = (2)(L) + (B) Scab member length (S) must be within the broken panel. Nall Into 2x4 members using two (2) rows at 4' o.c., rows staggered. Nall Into 2x6 members using three (3) rows at 4' o.c., rows staggered. Nal using 10d box or gun mails (0.12810', min) into each side member. The maximum permitted lumber grade for use with this detail Is United to Visual grade 41 and MSR grade 1650f. This repair detail may be used for broken connector plate at nld-panel splices. This repair detail nay not be used for damaged chord or web sections occurring within the connector plate area. Broken chord may not support any tie-in loads. S L L 4' o c Typical ~ O + O + O + O O + O + O + O + 12' F - Stagger Back Face lod Box C0.1128' x 3', min) Nellst lCi = Front Face 2x6 MenbeTr - 7 uple Ro. Staogoere, Nail Spacing Detail VIMG- W ,/a MAA ILL WM Of was WVW aWWNRIr fUUM ilei LMVOG m ALL COMCM2 OCUJ306 M =TALL= lro•n weir •+taw cw F /.trptYp, waste, Mt.IOIp wd t•ycflo p/•r 4 Itaw w iV•t •011a M aid GIA va C.'.== V/ctr rwtlln .r »I W tIW I•• ue caCY Mb• V .w•r.Ma tMN Iu.ctlw•. W Wlw. t W t 19 W 1 y b ml -. IN•• wM .tlrrA/t. ta0 NIN .Ira Iry tr•.•rq •tbOwO stnr:fu .l .1w11'mO ud O.tta N Ora ww • rten .trC1111 r Y w11. L•ntrw Mtn t- W-19 itnYl M•Wht ./ •O O MI Iry frY1V .I/t•ll• Cr ICG wcll.w 6 N r 11L Y w• •. .mlf d.W V w0, IY M tnvY •w Y M•n .1.r• W to w wo 0•tW. a rot nbw O RIM M GVMM lei Ir Iib o.OtlrK yl" • 1.' •I ITV Nor C.M•ntnt•wt L rHIOV Ir tk•ran AN 111M OJMMMY t/i r..tia w I.O•v t• ,1I w run Y. cWswrs• •ea aiVTm L r /r h.ns *"Pb* t1• W d oa . bdV ./ bu•niMabOvtll .' .•••. a•t•w tw. twtp .dcNw •w/tr,e N KM•rr,Y w w 1 .ssr rrwiP'r 1 tw••. 1* tw..altr .a tn../ tw r..Iw IAAL rImt Olh• rr- uw .WCV• Y tM ni Gb w Maw awVrr rM Io' YGf/1 I 1 snL ErMCIr.MOOW$ "OD w,'. .II t i'•••.tiwiat.ral pc`.w..bri0,r: i'.,.•1ecwr.+.I wa vl I I L I L a.tr,tc. L REF MEMBER REPAIR DATE 10/01/l4 DRWG REPCHRD1014 24.0' MA "' N S c y` Maximum Member Axial Force Member Size L SPF -C HF DF -L I SYP Web Only 2x4 12' 620# 635# 730# 800# Web Only 2x4 18' 975# 1055# 1295# 1415# Web or Chord 2x4 24' 975# 1055# 1495# 1745# Web or Chord 2x6 1465# 1585# 2245# 2620# Web or Chord 2x4 30' 1910# 1960# 2315# 2555# Web or Chord 2x6 2230# 2365# 3125# 3575# Web or Chord 2x4 36' 2470# 2530# 2930# 3210# Web or Chord 2x6 3535# 3635# 4295# 4745# Web or Chord 2x4 42' 2975# 3045# 3505# 3835# Web or Chord 2x6 4395# 4500# 5225# 5725# Web or Chord 2x4 48' 3460# 3540# 4070# 4445# Web or Chordl 2x6 5165# 5280# 6095# 6660# Nail Spacing Detail VIMG- W ,/a MAA ILL WM Of was WVW aWWNRIr fUUM ilei LMVOG m ALL COMCM2 OCUJ306 M =TALL= lro•n weir •+taw cw F /.trptYp, waste, Mt.IOIp wd t•ycflo p/•r 4 Itaw w iV•t •011a M aid GIA va C.'.== V/ctr rwtlln .r »I W tIW I•• ue caCY Mb• V .w•r.Ma tMN Iu.ctlw•. W Wlw. t W t 19 W 1 y b ml -. IN•• wM .tlrrA/t. ta0 NIN .Ira Iry tr•.•rq •tbOwO stnr:fu .l .1w11'mO ud O.tta N Ora ww • rten .trC1111 r Y w11. L•ntrw Mtn t- W-19 itnYl M•Wht ./ •O O MI Iry frY1V .I/t•ll• Cr ICG wcll.w 6 N r 11L Y w• •. .mlf d.W V w0, IY M tnvY •w Y M•n .1.r• W to w wo 0•tW. a rot nbw O RIM M GVMM lei Ir Iib o.OtlrK yl" • 1.' •I ITV Nor C.M•ntnt•wt L rHIOV Ir tk•ran AN 111M OJMMMY t/i r..tia w I.O•v t• ,1I w run Y. cWswrs• •ea aiVTm L r /r h.ns *"Pb* t1• W d oa . bdV ./ bu•niMabOvtll .' .•••. a•t•w tw. twtp .dcNw •w/tr,e N KM•rr,Y w w 1 .ssr rrwiP'r 1 tw••. 1* tw..altr .a tn../ tw r..Iw IAAL rImt Olh• rr- uw .WCV• Y tM ni Gb w Maw awVrr rM Io' YGf/1 I 1 snL ErMCIr.MOOW$ "OD w,'. .II t i'•••.tiwiat.ral pc`.w..bri0,r: i'.,.•1ecwr.+.I wa vl I I L I L a.tr,tc. L REF MEMBER REPAIR DATE 10/01/l4 DRWG REPCHRD1014 24.0' MA "' N S I v RECOMMENDED SHORING DETAIL 1 rM6, ew : A7- 1 i SUBFLOOR=UNOERLA YMENT t 2) -2X6 HEAOER POSTS @ 4'0" O.C. NOTE: IF PALLETS'OF CONSTRUCTION MATERIAL NEIGHING MORE THAN 5000 ARE TO BE PLACED ON FLOOR TRUSSES, SHORING IS REQUIRED. N CONCENTAATEO LOAD DUE TO•UPPEA FLOOR CONSTRUCTION MATERIAL. PROVIDE 2'0' CLEARANCE OK ALL SIDES OF A PALLET. MAXIMUM WEIGHT PEA PALLET IS 20000. LOAD MUST BE SPREAD OVER AT LEAST 2-TAUSSES. NOTE: SEE APPROPRIATE ALPINE DRAWING. FOR LUMBER. PLATES AND OTHER DATA NOT SHOWN HERE, 3141dine Material IYU, NOife: SHORING MATERIAL AN[O[ LABOR 1/2" gypsum bd. Q 2.2 psf / 1/2" layer MATERIALLISATO BE SUPPLIEDHIS S/&" gypsum bd. - 2.8 psf 1519!0 layer BY THE CONTRACTOR. no 81' cone. block - 60 psf / S" lifer masonry brick -38 psf / 4" foyer 2- 0— 0 4`" 0- 0 MINIMUM 2000#- 4X4 2000# - 4X4 OR (2).-2X4X4 ' 0" UD EA TRUSSES WHEN..SHOAING IS REOUIREO. 91 AP leer. 1/1-7/11 CLEAR SPAN PLT. P — ALPINE AEF DETAIL o C7 AT 05/02/96OOC7 c a o o ORW ffC12396074 ALPINE= a Recommend 0fi®r®r / '6 . o TRUSS c ' c o Alpine, an ITW Company Site Information: ustomer. Carpenter Contractors of America Job Number. N333522 lobDescription• VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RA01 Wdress. City, State, Zip: Name: Address: Address and License # of Structural EOR if one exists for the building: License #: State: City, State, Zip. Job Engineering Criteria: Design Code: FBC 6th Edition (2017) View Version: 17.02.02.0211.16 JRef #: 1 WaM89750172 Wind Standard: ASCE7_10 Wind Speed (mph): 150 Roof Load (psn: 2000-10.00-0.00- Floor load (psO: 40.00-10.00-0.00- 5.00 5.00 This package contains a job notes page, 61 truss drawings and 10 details. Item 6750 Forum Drive, Suite 305 Orlando, FL 32837 ALPINE Phone. (800)755-6001 µT"r„ alpineitw.com Site Information: ustomer. Carpenter Contractors of America Job Number. N333522 lobDescription• VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RA01 Wdress. City, State, Zip: Name: Address: Address and License # of Structural EOR if one exists for the building: License #: State: City, State, Zip. Job Engineering Criteria: Design Code: FBC 6th Edition (2017) View Version: 17.02.02.0211.16 JRef #: 1 WaM89750172 Wind Standard: ASCE7_10 Wind Speed (mph): 150 Roof Load (psn: 2000-10.00-0.00- Floor load (psO: 40.00-10.00-0.00- 5.00 5.00 This package contains a job notes page, 61 truss drawings and 10 details. Item Seal # Truss 1 122.18.1549.19929 FT1 3 122.18.1549.19587 MA 5 122.18.1549 19633 FT2 7 122.18.1549.21879 FT3 9 122.18.1549.21645 FT4 11 122.18.1549.21506 FT6 13 122.18.1549.20289 FT7GE 15 122 18 1549.22285 FT10G 17 122.18.154 9.20741 A2 19 122.18 1549 22082 A4 21 122.18.1549 22551 A5GA 23 122.18.1549.19618 G2 25 122.18.1549.21255 G4G 27 122.18.1549.22678 C1G 29 122.18.1549.22722 D2 31 122.18.1549.21021 L1 33 122.18.1549.22271 H 1 G 35 122.18.1549.20288 V2 Item Seal # Truss 2 122.18.1549.24345 MG 4 122.18.1549.19711 FT1GE 6 122.18.1549 22677 FT2GE 8 122.18.1549.20694 FT3G 10 122.18.1549.22301 FT5 12 122.18.1549.21318 FT7 14 122.18.1549.22601 FT8G 16 122.18.1549.21132 At 18 122.18.1549.22238 A3 20 122.18.1549.22160 A5G 22 122.18.1549.22536 G1 24 122.18.1549.21692 G3 26 122.18.1549.20756 FG1 28 122.18.1549.20804 D1 30 122.18.1549.20820 D3G 32 122.18.1549.19993 L2G 34 122.18.1549.QF2. VL n ee t . b 36 122 18 1549 s as en a ec romca 2(/Q o a OipAat S pnsN re. Printed CODie! VYI haul an ori0u ai siDneture must oe vermeo esmorne orsgnai erearonu r version. V P! H yv''rj Nuc No. 708E 1 STATE OF 1 fsS ONAL 05/03/2018 Florida Certificate of Product Approval #FL1999 Printed 5/312018 2:11:28 PM ALPINE m Rwro.wV C/fA tI9 {A/IM7fIAIf. V ////VI IIIV lIV1I. Customer, Carpenter Contractors of America Job Number. N333522 JobDescription: VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RA01 Address: City, State, Zip: Item Seal # Truss 37 122.18.1549.22113 MG1 39 122.18 1549.22380 MVI 41 122.18.1549.21349 ERA 43 122.18.1549.22115 EJ2 45 122.18.1549.22600 CJSS 47 122.18.1549.21115 CJ3A 49 122.18.1549.21864 CJ1S 51 122.18.1549.21209 CJ3 53 122.18.1549.21210 EJ74 55 122.18.1549.22582 CJ34 57 122.18.1549.19617 HJ7 59 122.18.1549.22426 HRA 61 122.18.1549.20397 HJ2 Alpine, an ITW Company 6750 Forum Drive, Suite 305 Orlando, FL 32837 Phone: (800)755-6001 alpineitw.com Item Seal # Truss 38 122.18.1549.22613 MV2 40 122.18.1549.22505 ER 42 122.18 1549.20086 EJ7S 44 122.18.1549.22270 CJSA 46 122.18.1549.22504 CJ3S 48 122.18.1549.22239 CJ1A 50 122.18.1549.21443 CJ5 52 122.18.1549.22395 CJ1 54 122.18.1549.22489 CJ54 56 122.18.1549.19789 CJ14 58 122.18.1549 21880 HJ74 60 122.18.1549.20070 HJ7S This docement has been etectronicaly sir oaA nRiry r nir Hat Sipn.n re. Printrxl copies without an original signature must be veriTied esinothe original electronic version. gnittNMMyh» tNo. 708f i . STATE OF f OR I'D fss ONAI. 05/03/2018 Florida Certificate of Product Approval #FL1999 Printed 5/3/2018 211:28 PM Job Number: N333522I Py: 1 1FROM:PFH SEON 1631 / T17 SY42 I Cust R8975 JRel: 1WaM89750172 VARIOUS ,9A6/9A7,258SE/258MA/258TA ,RA01 City. 9 DnvNo' 122.18.1549 19929 Truss Label: FT7 KM / PPH 05/02/2018 T 1 8'1 "8 8'1 "8 4" t 2'6" ____}_— 2,612 --1 2,612 -- TYP) 06 1 5X3 =4X4 = W=3X4 A B C D E 11%, ip" IMW . 1 T— JIMI x w V u 1.5X3 =06 =4X4 1111.5X3 1112X4 10'61,10 + 18'81,10 2,5,2 87' 2'6"12 2'6"12 —{ I I 3X3 4X4 11106 F G HI JK 2 B- R OP O N M L 1111.5X3 1111.5X3 =4X4 =06 1111.5X3 W=3X6 Loading Criteria (psf) Wind Criteria 7/N7//77iw\ Speed: NA mph BCLL: 0.00 Enclosure: NA Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL. 500 Category NA DesDDes Ld 55.00 EXP: NA Snow Duration: NA Mean Height: NA it 10 00 TCDL: NA psi Soffit: 2.00 BCDL: NA list Load Duration, 1.00 MWFRS Parallel Dist. NA Spacing, 24.0 " C&C Dist a: NA it Max TC CSI 0.874 Loc. from endwall. NA TPI Std. 2014 I NA GCpi: NA 0 Wind Duration: NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 02 SP #2 N :T2 4x2 SP #1: Bot chord 4x2 SP #1 :82 4x2 SP #2 N: Webs 4x2 SP #3 Lumber value set "13B" 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 sirongback. Attach to each truss where shown with 3-1Od 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. T S 1111.5X3 18'8"10 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT. NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL Pf: NA Ce: NA VERT(LL): 0 233 R 939 360 X 1030 / - / - / • / - Lu. NA Cs: NA VERT(TL): 0 506 F 602 240 J 1013 - Snow Duration: NA HORZ(LL): 0.039 M X Min Brg Width Req = 1.5 P-0 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 201 Max TC CSI 0.874 Bearing X requires a seat plate. TPI Std. 2014 Max BC CSI: 0 997 0 W 73 3.0 T 1 Rep Factors Used. Yes Max Web CSI 0.605 Members not listed have forces less than 375# FT/RT 12(0)/10(0) 2927 Maximum Top Chord Forces Per Ply (Ibs) V- U 2398 Chords Tens.Comp. Chords Tens Comp. Plate Type(s)- U- T 2398 0 P-0 WAVE VIEW Ver, 17.02.01A.1 115 21 A -B 0 -723 F -G 0 -2720 O- N 2474 B -C 0-1916 G -H 0 -2037 0 C- D 0- 2669 H-1 0 -786 T -E D- E 0- 2669 I- J 0 850 E - F 0 -2927 H aX c sFiJ ' i o. 708 1 to SAT O c,Q, 1 coONAL r. 05/03/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRP IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLL a division of any pin in%alling and bracing. , Refer toy ractices prior to performing these lave pro attached structural she ral restraint f webs shall hav breGr lion as shown above and on the Join shall not be responsi le for any devia Nn mstallab nand bracinlq of Crus: on en ineerin9 respons bit' sl Dnsibilit of the Building Designer es, ALPINE www atmneaw tom: TPI www t THEINSTALLERS Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens. Comp W- V 1435 0 R- O 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 A -X 0-1008 F-0 11 564 A -W 1151 0 0-G 447 0 W -B 0-1131 G -N 0 675 B- V 763 0 N- H 694 0 V -C 0 -744 H -M 0 1190 C -T 471 0 M -J 1270 0 T -E 0 -618 n of BCSI (Building Pro vide to porary all have a properly B3, B7ins or 910, ervwse Refer to PI IA , C failure to build the wwo I or cover pa e n. The suitability 2400 Lake Oran a Or9 Suite 150 m irr. www mm.m. n Orlando FL, 32837 Job Number. N333522 Wind Criteria Ply: 1 Defl/CSI Criteria SEON• 43939 / T71 SY42 Cust. RR8975 JRef: 1WaM89750172 VARIOUS ,9A6/9A7 ,258SE/258MA1258TA ,RA01 Pg NA Ct NA CAT, NA Qly. 1 Loc R / U / Rw jFROM:RDG W DrwNo: 122.18.1549 24345 Truss Label: FT1G Pf: NA Ce NA VERT(LL): 0.266 E 821 360 X 1176 / - I - 7.3 SN / WHK 05/02/2018 Enclosure: NA Lu, NA Cs' NA VERT(TL): 0 508 E 583 240 J 1563 / - / - 3.0 BCDL 5.00 i 811"8 107"8 14'9" 18'81,10 8'1"8 2'6" 4'1"8 + 3'11"10 t'— 2,6.. --},— 2,6"12 --{-- 2,6"12 -- TYP) 6X6 1.5x3 =-5XB5 =6X6 1114XD6 I -IX W V U_ I S R 1.5X3 =6X6 = - 5X5 3X8 1114X6 W= 3X6 18'8"10 18'8"14 2,6,.12 --i 1 [_ "_ H W=3X41113X4 - =4X10 =6X6 E F H I Q = 4X4 O = 6X8 =8X8 FS'i 1116X8 JK T 1 9'4" L Loading Criteria (psf) Wind Criteria Snow Criteria (P9,Pf in PSF) Defl/CSI Criteria Maximum Reactions (lbs) TCLL' 40.00 Wind Std, NA Pg NA Ct NA CAT, NA PP Deflection In loc Udell U# Loc R / U / Rw Rh / RL W TCDL: 10.00 Speed. NA mph Pf: NA Ce NA VERT(LL): 0.266 E 821 360 X 1176 / - I - 7.3 BCLL. 0.00 Enclosure: NA Lu, NA Cs' NA VERT(TL): 0 508 E 583 240 J 1563 / - / - 3.0 BCDL 5.00 Category: NA Snow Duration NA HORZ(LL): 0.024 M - - X Min Brg Width Req 1.5 Des Ld: 5500 EXP NA HORZ(TL) 0.033 M J Min Brg Width Req 1 5 NCBCLL: 10.00 Mean Height NA it TCDL NA psf Code I Misc Criteria Creep Factor 2 0 Bearings X & J are a rigid surface. Soffit: 2.00 BCDL: NA psf Bldg Code: FBC 61h.ed 201 Max TC CSI 0.885 Bearing X requires a seat plate. Load Duiation: 1.00 MWFRS Parallel Dist. NA TPI Std 2014 Max BC CSI: 0.933 Members not listed have forces less than 375# Spacing. 24.0 " C&C Dist a: NA it Rep Factors Used: Yes Max Web CSI: 0.687 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 GCpi: NA Plate Type(s): Wind Duration: NA WAVE VIEW Ver 17.02.020.0211.16 A - B 0 -911 F - G 0 -4066 Lumber B- C 0 •2472 G- H 0 -3576 C- D 0 •3556 H- 1 0- 3559 Value Set 13B (Effective 6/1/2013) D • E 0 -4117 I - J 0 -1484 Top chord 4x2 SP #1 E - F 0 -4068 Bot chord 02 SP 2400f-2 OE B1 4x2 SP #2 N: 134 02 SP #1: Webs x2 SP : 4x2 SP N. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Lumberrvalue sseet "1133 B'uses design values approved 1/30/2013 by ALSC W - V 1816 0 R • Q 4117 0 V -U 3012 0 Q -P 4127 0 Special Loads U- T 3012 0 P-0 3872 0 Lumber Dur Fac =1 00 / Plate Dur.Fac.=1.00) T - S 3013 0 O - N 3872 0 TC From 100 plf at 0.00 to 100 plf at 18.61 S - R 4105 0 N - M 2847 0 BC, From 10 pIf at 0.00 to 10 pif at 18.30 TC: 695 Ib Conc Load at 14.63 Maximum Web Forces Per Ply (Ibs) Plating Notes pt rrrtr Nllllplrr Webs Tens Comp Webs Tens. Comp. All plates are 3X6 except as noted. y rr% H A - X 0 •1128 Q - E 135 - 404 Additional Notes w J ''G A - W 1346 0 E - P 278 -544 2x6 #3 HEM -FIR or better continuous strongback••••G Attach to each truss where shown with 3-10d Box or yi •.••' S •• '; W - B 0 -1368 B - V 992 0 V C 0 P - G G - N H N 462 0 0 -449 0 Gun nails (0.128"x3",min.). Strongback material to 794 C - S 813 0 N-1 647 1194 0 be supplied by erection contractor O. 708 1 S - D 0 -1043 I - M 0 -2061 Truss must be installed as shown with top chord up. D - R 452 -89 M - J 2165 0 a 1 CID' ONAL wtaaltnrnlw 05/03/2018 WARNING- READ IMPORTANT- FURNISH THIS C a division of r'a'w IMS TO ALL CONTRACTORS INCLUDING THE INSTALLERS pin Installing and bracingRefer to and follow the latest edition of BCSI (BuildingtypracticespriortoperfomingthesefunctionsInstallersshallprovidelerhporary lave properly attached structural sheathing and bottom chord shall have a properly ral restraint bf webs shall hav breecinc installed per BCSI secllons $3, B7 or B10, tion as shown above and on a Joinl9Details, unless noted otherwise Refer to ALPINE shall not be responsible for any deviation from this dr8wing any failure to build the N,m„,,, ppm?, mstallatidn and bracing of irussesA seal on this dr8wirfg or cover page , , 6750 Forum Driveone g en ineerinq responsibilittyv solely for the desi n shown. The suitability Dnsibilit of the Building DesigrSer per ANSIITPI 1 Sic.2. Suite 305 es ALPINE www al ineaw corn: TPI: www.t msi.or . SSCA www Ocindustry com, ICC www iccsale.org Orlando FL, 32821 Job Number: N333522 Py1 SEON: 1632 / T9 / SY42 Cust' RR8975 JRef* 1WaM89750172 VARIOUS .9A6/9A7 ,258SE/258MA/258TA ,RA01 Qty: 1 FROM -HMT DrwNo' 122 18 1549 19587 Truss Label: FT1A KM / WHK 05/02/2018 Loading Criteria (psf) TCLL 4000 TCDL 1000 SCLL: 0.00 BCDL: 5.00 Des Ld 55.00 NCBCLL 1000 Soffit: 2.00 Load Duration 1 00 Spacing: 24.0 " Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category. NA EXP: NA Mean Height: NA R TCDL. NA psf BCDL NA psf MWFRS Parallel Dist: NA C&C Dist a: NA it Loc from endwall: NA I: NA GCpi: NA Wind Duration' NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 02 SP #2 N Bot chord 4x2 SP #1 .B2 4x2 SP #2 N, Webs 4x2 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Our Fac.=0.90 / Plate Our Fac.=O 90) TC From 100 plf at 0.00 to 100 plf at 1834 BC: From 10 plf at 0.00 to 10 plf at 18.34 TC. 1550 Ib Conc. Load at 16.15 TC 328 Ib Conc. Load at 17.03 TC, 247 Ib Conc. Load at 18.34 Plating Notes All plates are 3X4 except as noted. Additional Notes 2x6 #3 HEM -FIR or better continuous strongback. Attach to each truss where shown with 3-1 Od Box or Gun nails (0.128"x3",min.). Strongback material to be supplied by erection contractor. Truss must be installed as shown with top chord up Snow Criteria (Pg,Pf In PSF) Pg: NA Ct NA CAT NF Pf. NA Ce NA Lu: NA Cs' NA Snow Duration. NA Code I Misc Criteria Bldg Code: FBC 61h ed 201 TPI Std 2014 Rep Factors Used: Yes FT/RT:12(0)/10(0) Plate Type(s) WAVE 18'5"9 Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL) 0147 S 999 360 VERT(fL): 0.382 D 877 240 HORZ(LL): 0 027 B - - HORZ( L): 0.045 L Creep Factor 2 0 Max TC CSI: 0.744 Max BC CSI 0963 Max Web CSI. 0.627 VIEW Ver: 17.02.01A.1115 21 Ak E o. 708 1 i • SAT O ; O COA #o, 05/03/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W X 976 I- l- I- l- 17.3 L 3174 /• /- /- /- /5.7 X Min Brg Width Req = 1 5 L Min Brg Width Req = 1.5 Bearings X & L are a rigid surface. Bearing X requires a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens Comp Chords Tens. Comp A- B 0- 679 E- F 0- 2628 B -C 0-1787 F -G 0 -2199 C -D 0-2444 G -H 0 -1359 D - E 0 -2633 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp W- V 1347 0 O- P 2502 0 V- U 2225 0 2'6" 2'6"12 2'6"12 76"12 2'6"12 U- T 2225 0 TYP) 1894 0 T- S 2633 0 4X6 751 0 S- R 2633 0 M- L 1.5X3 se4X4 0115X3 =3X6 is5X8 012X4 0 396 A B C D E F G H I J mTLasZ!\\_ 1 W V U T S R O PO N MQ9 K 1.5X3 4X6 =4X4 1111.5X3 1111.5X3 101.5X3 4X6 1114X6 1112X4 W=3X6 1111 5X3 17'2"15 1'2"104 Loading Criteria (psf) TCLL 4000 TCDL 1000 SCLL: 0.00 BCDL: 5.00 Des Ld 55.00 NCBCLL 1000 Soffit: 2.00 Load Duration 1 00 Spacing: 24.0 " Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category. NA EXP: NA Mean Height: NA R TCDL. NA psf BCDL NA psf MWFRS Parallel Dist: NA C&C Dist a: NA it Loc from endwall: NA I: NA GCpi: NA Wind Duration' NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 02 SP #2 N Bot chord 4x2 SP #1 .B2 4x2 SP #2 N, Webs 4x2 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Our Fac.=0.90 / Plate Our Fac.=O 90) TC From 100 plf at 0.00 to 100 plf at 1834 BC: From 10 plf at 0.00 to 10 plf at 18.34 TC. 1550 Ib Conc. Load at 16.15 TC 328 Ib Conc. Load at 17.03 TC, 247 Ib Conc. Load at 18.34 Plating Notes All plates are 3X4 except as noted. Additional Notes 2x6 #3 HEM -FIR or better continuous strongback. Attach to each truss where shown with 3-1 Od Box or Gun nails (0.128"x3",min.). Strongback material to be supplied by erection contractor. Truss must be installed as shown with top chord up Snow Criteria (Pg,Pf In PSF) Pg: NA Ct NA CAT NF Pf. NA Ce NA Lu: NA Cs' NA Snow Duration. NA Code I Misc Criteria Bldg Code: FBC 61h ed 201 TPI Std 2014 Rep Factors Used: Yes FT/RT:12(0)/10(0) Plate Type(s) WAVE 18'5"9 Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL) 0147 S 999 360 VERT(fL): 0.382 D 877 240 HORZ(LL): 0 027 B - - HORZ( L): 0.045 L Creep Factor 2 0 Max TC CSI: 0.744 Max BC CSI 0963 Max Web CSI. 0.627 VIEW Ver: 17.02.01A.1115 21 Ak E o. 708 1 i • SAT O ; O COA #o, 05/03/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W X 976 I- l- I- l- 17.3 L 3174 /• /- /- /- /5.7 X Min Brg Width Req = 1 5 L Min Brg Width Req = 1.5 Bearings X & L are a rigid surface. Bearing X requires a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens Comp Chords Tens. Comp A- B 0- 679 E- F 0- 2628 B -C 0-1787 F -G 0 -2199 C -D 0-2444 G -H 0 -1359 D - E 0 -2633 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp W- V 1347 0 O- P 2502 0 V- U 2225 0 P-0 2502 0 U- T 2225 0 O- N 1894 0 T- S 2633 0 N- M 751 0 S- R 2633 0 M- L 751 0 R - O 2502 0 396 0 R - F Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A- X 0- 955 F-0 0 477 A- W 1082 0 O- G 494 0 W -B 0-1061 G -N 0 857 B• V 697 0 N- H 946 0 V- C 0- 676 H- L 0- 2428 P - T 398 0 L -I 0 781 T- D 54 -486 I- K 396 0 R - F 539 -156 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS l Safextremextemematre i ba Tia g h ndling shipping Installing,and bracing. , Refer to and follow the latest edition of BCSI (BuildingSafetyy9SCA) fbi safety practices prior to performing these functions. Installers shall provide temporary BCSI , Unless noted olherm e,top chord shall have prop_e attached structural sheathing and bottom hord shall have a proper y id ceilln Locations shownlorpermanent lateral restraint bf webs shall hav braacinq nslalled pfr BC I sections Q3, 137 or 810, Re Appy places to each face of truss and position as shown above and on tt a Jolnl etalls, un ess noted otherwise. Refer to 60A•Z for standard plate positions. of ITW BuuW1ing ompongntgS GrqqupG In .shall not be respnonsiple for any deviation from this drawin apV failure to build the nce with AN51l1 1 1, or for handllrf shlppm?, Installation and bracing of trussesA seal on this dr wirt9 or cover page ng indicates acceptance of pAroTesslonar en ineering responsibilittyy sole)YY or the dost n shown. The suiTability drawing for any structure is the responsibility of the Building DesigrSer perANSI/TPI 1 S6c.2. see this job's general notes page and these web sites: ALPINE: www.elpmeitw.com: TPI A IPLNE rrw" eux 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number. N333522 Ply' 1 SEON, 1634 / T8 / SY42 Cusl* RR8975 JRef. 1WaM89750172 VARIOUS ,9A6/9A7 ,258SE/258MA1258TA ,RA01 Oly. 1 FROM PFH DrwNo' 122 18 154919711 Truss Label: FT1GE KM / WHK 05/02/2018 2 1'2'1 t'9' , 8'0•t0 18'5'2F lge'10 1'9- r 5'0-14 10'4.8 38 3-t 2 1 8F7 r-1 r 6'5.14 2'6- --1 26-12 --1— 27.4 —1— 2'5.8 rrYP) 1'— 2'11- --1- 1'4- -1 TYP) 1N=3x4 03X4 .3X4 .4X6 .3X6 04x6 6X6 A 8 C D E G H I J K LM T sT r o T 2 a D 66 N Z Y x w V 7 •4x6 .3x4 a6XD6 1112x4 .3x4 9' 9'1'6 I' 18'8'10 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,PI in PSF) Defl/CSI Criteria Maximum Reactions (lbs), or •=PLF TCLL: 40.00 Wind Std. NA Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R /U / Rw / Rh / RL 1W Z 62 / / 7.3TCDL: 10.00 Speed: NA mph PI: NA Ce: NA VERT(LL): 0.048 P 999 360 BCLL 000 Enclosure. NA Lu. NA Cs. NA VERT(TL) 0 191 P 920 240 Z' 510 I- I- l- l• /108 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL)' 0.007 O L 1335 / • / • / - / - /3.0 Des Ld: 55.00 EXP' NA HORZ(TL). 0.017 O - - Z Min Big Width Req = 1 5 Code / Misc CriteriaNCBCLL: 1000 TCDL: NA psf Mean Height NA H Creep Factor: 2.0 Z Min Bi 9 Width R eq = - Soffit: 200 BCDL: NA psf Bldg Code: FBC 6th ed 201 Max TC CSI: 0.836 L Min Brg Width Req = 1 5 Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std 2014 Max BC CSI: 0.724 Bearings Z, Z. ir L are a rigid surface. Bearing Z requires a seat plate. Spacing. 24 0 " C&C Dist a NA it Rep Factors Used. No Max Web CSI: 0 779 Loc from endwall: NA FT/RT:20(0)/10(0) Members not listed have forces less than 375# I: NA GCpi: NA Plate Type(s): Maximum Top Chord Forces Per Ply (lbs) Wind Duration: NA WAVE VIEW Ver: 17.02.01A.1115.21 Chords Tens Comp. Chords Tens. Comp. Lumber G- H 745 0 J• K 0- 1997 Value Set' 13B (Effective 6/1/2013) H-1 745 0 K - L 0 -1097 Top chord 4x2 SP 2400f-2.0E :T1 02 SP #1 I - J 0 -1241 Bot chord 4x2 SP #2 N Webs 02 SP #3 Maximum Bot Chord Forces Per Ply (lbs) Lumber value set "138" uses design values Chords Tens Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC S-Ft 570 0 O- P 1937 0 Special Loads R-0 1937 0 P-0 2034 0 Lumber Dur.Fac.=1.00 / Plate Dur Fac =1.00) TC: From 300 pit at 0.00 to 300 pit at 16.15 Maximum Web Forces Per Ply (Ibs) TC: From 100 plf at 16.15 to 100 plf at 18.59 Webs Tens.Comp. Webs Tens. CompBC: From 10 pit at 0.00 to 10 pit at 1830 TC: 125 Ib Conc. Load at 0 04 A - Y 0 -412 I - R 1064 0 TC: 574 Ib Conc. Load at 16 15 wuumrr(prr l; Y - B 0 -434 R - J 0 -1074 1j, Plating Notes H G - S 0 -763 K-0 0 -1521 All plates are 1.5X3 except as noted. ••,.•4..•• 1 , 4 S-1 0 -2089 O - L 1636 0 til 1 tCIN e GE `SF '•/` Additional Notes Maximum Gable Forces Per Ply (lbs) t _': Gables Tens Comp. Gables Tens. Comp. See ANSIITPI 1 Sect 7 for additional bracing requirements. Bracing material to be supplied by : O. 708 1 _ C - X 0 •409 E - V 0 -428 erection contractor _= W 0 -390 Truss must be installed as shown with top chord up o4t• S T O COA #0 1t$rr9""% 05/03/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in faq icatin, handling9 shiipping installing and bracing Refer to and follow the latest edition of Component Safety Information, byY PI BCA) tb to these functions. Installers BCSI (Building temporaryansaetypracticespriorperformingshallprovide bracin Ger SCSI Unless noted olherwlse,top chord shall have property attached structural shgathinq and bott2m chord shall hav a pro2eir attach d rigid ceilin Locations shown for ermanent lateral restraintif webs shall hav bracinsl mslalled p r BCSI secbons Q3, 7 or B10YasappIcae. M y Plates to each face ofPtruss and position as shown above and on t ie JoinrDetails, un ess noted otherwise. drawings 160A-Z for standard plate positions. Refer to ALPINE Alpine, a division of ITW BU11ild11'nggomponQnts Grpup In .,shall not be responslple for any deviation from this drawing any failure to build the r,,,m,. truss m nformance wdh AN51/T 11, or for handlirS(a ship m , insiallabon and bracin f,irusseSA eal on th1 dr8wirlq or listingg th drawin indicates acceptance of roTessionar en sneering responslbQlity solery or the des n shown. and Ose this rawing for is DesiglSer 1 S c.2. cover agge 2400 Lake Orange Dr. The suiTability Suite 150ofanystructureRteresponsibilitoftheBuildingpefANSIIfPI For more inrwmalion see Ihis ob's eneral notes a entl these web sues' ALPINE www al ine4w com; 7PI www 1 mss w , 58CA www sbGntlust com; ICC. www ittsel9.0ra Orlando FL, 32837 Job Number. N333522 Ply. 1 SEQN• 1635 / T6 / SY42 Cust: RR8975 JRef. lWaM09750172 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RA01 Oty: 5 FROM: RDG DrwNo' 122 18 1549 19633 Truss Label: F72 KM / WHK 05/02/2018 6110"8 818.. 15'6"8 i 6,10,.8 '1 1'9"8 '1 6110"8 `1 T12 1 2'6" ----I-- 2'6"12 —+ 1'4"8 -I f-1'4"8 -}-- 2'6"12 --{ n'P) 4x6 1.5X3 1111.5X3 1111.5X3 A B C D E F G 4x6 1.5X3 H 1.5X3 =4X4 Q 1111.5X3 C N L 1111 5X3 =4X4 J _ 1,5X3 1112X4 1112X4 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Sid: NA TCDL: 10.00 Speed NA mph BCLL: 000 Enclosure. NA BCDL: 5.00 Category. NA EXP: NA Des Ld 55.00DDes : 10.00 Mean Height: NA K TCDL: NA psf Soft 200 BCDL. NA psf Load Duration, 1.00 MWFRS Parallel Dish NA Spacing: 24.0 " C8C Dist a: NA it Loc. from endwall- NA I. NA GCpi NA Wind Duration NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Bot chord 4x2 SP #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 3-1Od Box or Gun nails (0.128"x3",min.) Strongback material to be supplied by erection contractor. Truss must be installed as shown with top chord up 15'6"B Snow Criteria (Pg,Pf in PSF) Dell/CSI Criteria Maximum Reactions (lbs) Pg. NA Cl- NA CAT: NA PP Deflection In loc Udell U# Loc R / U / Rw / Rh / RL W Pf: NA Ce NA VERT(LL): 0.117 D 999 360 S 841 / - / - / - / - 7.3 Lu: NA Cs. NA VERT(TL): 0.240 D 999 240 J 841 / - / - / - / - 73 Snow Duration NA HORZ(LL): 0 024 K - S Min Brg Width Req = 1.5 HORZ(fL): 0 036 B J Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor: 2.0 Bearings S & J are a rigid surface. Bldg Code- FBC 61h.ed 201 Max TC CSI: 0.587 Bearings S 8 J require a seat plate TPI Std: 2014 Max BC CSI 0.812 Rep Factors Used: Yes Max Web CSI. 0.434 Members not listed have forces less than 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 -572 E - F 0 -1920 B - C 0 -1455 F -G 0 -1455 C -D 0-1920 G -H 0 -572 D -E 0-1926 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. Chords Tens. Comp. R -O 1132 0 N -M 1772 0 Q- P 1772 0 M- L 1772 0 P-0 1772 0 L- K 1132 0 0 - N 1926 0 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. Webs Tens. Comp. y1tu.IrllWrrr/rrrrr A - S, 0 -822 N- F 453 -49 00 ,` • rs P1Y' y i A -R 912 0 F - L R - B 0 -890 L - G 0 -489 512 0 t`" ••'E "••. '4 e G S . B -Q 512 0 G -K 0 - C 0 -489 K - H C-0 453 49 H - J 0 -890 912 0 0 822 t3 • ( i N0.7.48 S T0 e 11 .Y` 4/ zy /ON AL tENv', 1++'' CoA #0'I7glrppar ti hs1 05/03/2018 IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require extreme care in fabricatin ,hhandling shl pin installmg,and bracing. , Refer to and follow the latest edditi n of BCSI (Building Hent S fety Information, by TPI an BCA) tai sa ety ractices prior to performing these functions. Installers sha[Yprovide temporary per B SI Unless noted olherwise,top chord shall have property attached structural sheathing and boll hord shall hav a pro erlydrlIdceillnoLocationsshownforermanentlateralrestraintofwebsshallhavbrapnaInstalledprBclUctlons63, 7 or 910 Ical a Apply plates to each face of truss and position as shown above and on iI a JoinfDetails, unless noted otherwise. Refer to Is 160A -Z for standard plate positions. adv o1 ITW Builddl1'n omponQ is Grpu In shall not be re;ponslble for any deviation from this dr;win aI1 failure to build the conformance with AN51 11, or for handlir g s iippinq, inst llatlon and bracing of trussesA seat on this dr wlr g or cover page , this rawinq indicates acceptance of proTesstonar en meering responsibility solely for the design shown. The sui`ablbty leo this thawing for any structure Is a responsibilit of the wilding Desig er pe ANSIlfPI 1 SEc.2. mformauon see this job's general notes page and these web saes ALPINE www.atpmedw tom' TPI: www.tpmsi.org; SOCA www sbtmdustry com. ICC www eccsaf ALPINENE 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 I Job Number N333522 Ply: ISEON, 1636 8975 VARIOUSAROLSb 9A6/9PGE 8SE/258MA1258TA ,RA01 I Oy. 1 IFROM.RDG / T4 / SY42 I KM No R122 8.15 9.226 7 50172 2'11'1 1512- 1'9- 12T1 1 F— 2.11- — {- 1'4- -i TYP) 3x4 02x4 A 8 c D E F G H I J K LM 111 Loading Criteria (psf) Wind Criteria TCLL. 4000 Wind Std ASCE 7.10 TCDL: 10.00 Speed: 150 mph BCLL: 0.00 Enclosure Closed BCDL: 5.00 Risk Category' II Des Ld 55.00 EXP: C J - R Mean Height 15 00 it NCBCLL. 10 00 TCDL. 4 2 psf Soffit: 2.00 BCDL: 3.0 psf Load Duration- 1.00 MWFRS, Parallel Dist' 0 to h/2 Spacing' 24.0 " C&C Dist a. 3.00 it L -P Loc. from endwall: Any 386 GCpi: 0.18 Wind Duration: 1.00 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N Webs 02 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bracing Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer. Special Loads Lumber Dur.Fac =1.00 / Plate Dur.Fac.=1.00) TC: From 291 pit at 0.00 to 350 pit at 5.88 TC: From 387 pit at 5.88 to 387 pit at 942 TC: From 350 pit at 9 42 to 291 pit at 15.29 BC: From 10 pit at 0.00 to 10 plf at 1529 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 ANSI/TPI 1 Sect 7 for additional bracing requirements Bracing material to be supplied by erection contractor. Truss must be installed as shown with top chord up. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (lbs), or'=PLF Pg. NA Cl: NA CAT NA PP Deflection in loc Udell L/# Loc R / U / Rw / Rh / RL /W Pf: NA Ce: NA VERT(LL): 0.002 B 999 360 O' 382 /31 /31 /- / - Lu NA Cs: NA VERT(TL) 0.008 B 999 240 Wind reactions based on MWFRS Snow Duration' NA HORZ(LL): 0 001 AA - O Min Brg Width Req = - 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 61h ed 201 Max TC CSI' 0.424 186 TPI Std' 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/RT.20(0)/10(0) Webs Tens.Comp. Webs Tens. Comp. Plate Type(s) I A -AA 23 -405 Z - B 82 -449 WAVE VIEW Ver 1702.01A.1115.21 r N r,,, y;. OE ..5,•.'Qi o. 708 1 i • at• S AT O Q` l • COA ao h Mror+winaw4111 05/03/2018 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. Gables Tens. Comp C - Y 72 -431 H - T 67 482 D - X 67 -440 I - S 67 445 E - W 67 -477 J - R 69 424 F -V 67 -518 K -O 81 434 G -U 67 -519 L -P 58 386 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS guire extreme care in,fagr cating,ltandling, shipping, installing and bracing. - Refer to and follow the latest edition of UdU1W. rlppjy tat s to eacn race or truss ano position as snown above and on the Joint -Details, unless noted otherwise. Refer to - s l60A-Z fors n and plate positions. a division of ITW BUitdd1 naQCCompon nt Group In .shall not be resuponsible for any deviation Irom this dr8winp an failure to build the conformance with ANSUfPI 1, or oriandbncl s tlppino, installatidn and bracing of trussesA eat on this dr wiXqa or cover pa e this drawin indicates eccep ance of ppro essionalq en Ineering responsibilitty soleiYor the desi n shovTn. The suitabilityeofthis iawing fo any structure is the responsibility of the Building DesigtSer perANSIITPI 1 S c.T. information see this job's oeneral notes Pane and these web soles ALPINE: www aiomedw.com- TPI, www toinst wa SBrA wlww shrineusta, — irr www —f ALPINE wlmvcowr lr 2400 Lake Orange Or Suite 150 Orlando FL, 32837 Job Number. N333522 Py 1 SEON. 1637 / T10 / SY42 Cust. RR8975 JRel: IWaM89750172 VARIOUS ,9A6/9A7 ,258SE/258MA1258TA .RA0l Oly: 4 FROM• RDG DnvNo: 122.18 1549.21879 Truss Label: FT3 KM / WHK 05/02/2018 6'110"8 1 8'5"12 15'2"12 6'10"8 1'7"4 6'9" 8 fi- 2'6" --}-- 2'6"12 -+ 1'4"8 -I I-1'4"8 -{-- 2'6"12 --{ TYP) 4X6 1.5X3 III 1.5X3 III 1.5X3 =4X6 A B C D E F G H I`"IR _ Q P O N M L K J I fI 1.5X3 =4X4 1111.5X3 1111.5X3 =4X4 1112X4 1112X4 15'2"12 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions fibs) TCLL: 40.00 Wind Std NA Pg: NA Ct: NA CAT: NA PP Deflection In loc Udefl U# Loc R /U / Rw / Rh / RL /W TCDL: 1000 Speed NA mph Pf• NA Ce: NA VERT(LL): 0 115 E 999 360 R 831 / • / • / - / - /7.2 BCLL. 0.00 Enclosure: NA Lu: NA Cs. NA VERT(TQ. 0.221 E 999 240 1 831 / - / • / - / - /3.5 BCDL' 5.00 Category: NA Snow Duration: NA HORZ(LL)- 0.023 J - R Min Brg Width Req = 1.5 Des Ld: 55.00 EXP: NA HORZ(TL) 0.033 B - - I Min Big Width Req = 1 5 NCBCLL: 10.00 Mean Height. NA it Code I Misc Criteria Creep Factor: 2.0 Bearings R 8 1 are a rigid surface TCDL. NA psf Bearing R requires a seat 1Soffit. 200 BCDL: NA psf Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.512 9 q pate Load Duration, 1.00 MWFRS Parallel Dist. NA TPI Std: 2014 Max BC CSI: 0.769 Members not listed have forces less than 375# Spacing: 24 0 " C&C Dist a: NA it Rep Factors Used: Yes Max Web CSI: 0.428 Maximum Top Chord Forces Per Ply (lbs) Loc. from endwall: NA FT/RT:12(0)/10(0) Chords Tens Comp. Chords Tens. Comp. l: NA GCpi NA Plate Type(s): Wind Duration: NA WAVE VIEW Ver, 17.02 01A 1115 21 A • B 0 -564 E - F 0 -1875 Lumber B- C 0 -1430 F• G 0 -1430 C -D 0-1875 G -H 0 -562 Value Set, 13B (Effective 6/1/2013) D - E 0 -1880 Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. Chords Tens Comp. Lumber value set "1313" uses design values approved 1/30/2013 by ALSC O - P 1116 0 M - L 1738 0 P-0 1738 0 L- K 1738 0 Plating Notes O- N 1738 0 K- J 1115 0 All plates are 3X4 except as noted. N - M 1880 0 Additional Notes Maximum Web Forces Per Ply (Ibs) 2x6 #3 HEM -FIR or better continuous strongback. Webs Tens.Comp. Webs Tens. Comp. Attach to each truss where shown with 3-1Od Box or Gun nails (0.128"x3",min ). Strongback material to lttslnlllllrprrh A • R 0 -812 M - F 425 -59 be supplied by erection contractor. w LJ' r rr gy A-0899 F - K 0 475 Truss must be installed as shown with top chord up O - BB 0 -876 K - G 500 0 e.• eee•e•.• i B- P 499 0 G- J 0 878 i• I E S .- P- C 0 -476 J- H 896 0 rr • ; C - N 425 -59 H-1 0 -807 3 Nn. 7.08 1 • O . r_v' ob.mpRWl00 05/03/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatln , handling, shipping, installing and bracing. _ Refer to and follow the latest edition of BCSI (BuildinComponentSafetyInformation, byTPI an SBCA) fbr sa etty Practices prior to performing these functions Installers shall provide temporarrYYgg bra cin Der BCSI. Unless noted otherwise,to chord shall have proper attached structural sheathing and bottom chord hall have a ro[erly attach d rigid ceilin Lovations shown for ermanent lateral restraintnt bf webs shall hav, braacingg installed p r BCSI sectons Q3, 137 or 13100 as app icadle. Appy DDtat s to each face ofpiruss and position as shown above and on tI a JoinfDetails, unless noted otherwise. Refer to A LPI N Edrawings160A -Z for stan ard plate positions Alpine, a division of ITW B ildl1'n ompon ntS Grp, p In . shall not be responsible for any deviation from this drawing any failure to build thetrussInvonformancewithXN51/ 11, or (nor handllrfSL s ippinq, Installation and bracing f trussesA Seat on this dr wing or cover page 2400 Lake orange Dr. listing this drawing,indicates acceptance of pro esslona en ineering responslb,littvy sole)Y for the design shown. The sui g bilary and lase of this awing for any structure is pe responsibilit?of the building Designer, ANSI/TPI 1 Sec.2. Suite 150 For more information see this joWs general notes page and these web sites: ALPINE: www.al meetwxom; TPI: www t mst.or ; SBCA www sbeindustry tom. ICC* www.nx:sale org Orlando FL, 32837 Job Number: N333522 Ply. 1 SEON• 1638 / T5 / SY42 Cust. R R8975 JRef: 1 WaM89750172 VARIOUS .9A6/9A7 ,258SE/258MA1258TA ,RA01 Qty: 1 FROM• RDG DrwNo: 122 18.1549 20694 Truss Label: FT3G KM / WHK 05/02/2018 6'10"8 8'512 11'1 "4 15712 6110"8 17"4 2T'8 4T'8 Loading Criteria (psr) TCLL 4000 TCDL 1000 BCLL: 0.00 BCDL: 5.00 Des Ld. 55 00 NCBCLL 10.00 Soffit. 2.00 Load Duration: 1.00 Spacing. 24.0 " 2'6" --1 2'612 —+ 1'4"8-I 11-- 4 -{ NP) 1.5X3 =4X4 =4X6 1111.5X3 1111.5X3 =3X4 1112X4 =4X6 A B C D E F G H I IR Q = 4X4 1111. 5O= X=' X3 4X4 = 4 4X10 =5X8 121.5X3X4 1112X4 Wind Criteria Wind Std. NA Speed: NA mph Enclosure NA Category: NA EXP NA Mean Height NA It TCDL. NA psi BCDL: NA psi MWFRS Parallel Dist: NA C&C Dist a: NA it Loc. from endwall- NA I NA GCpr NA Wind Duration: NA Lumber Value Set 13B (Effective 6/1/2013) Top chord 4x2 SP #1 Bot chord 4x2 SP 2400f-2 OE Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Dur.Fac.=1 00 / Plate Dur.Fac.=1.00) TC. From 180 pif at 0.00 to 180 pli at 8.48 TC: From 100 pif at 8 48 to 100 pit at 15.10 BC: From 10 pli at 0.00 to 10 plf at 1510 TC, 465 Ib Conc. Load at 11 13 Plating Notes All plates are 6X6 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 (0128"xX,mm.). Strongback material to be supplied by erection contractor. Truss must be installed as shown with top chord up. 15'212 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria • Maximum Reactions (Ibs) Pg: NA Ct: NA CAT, NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL /W PI: NA Ce NA VERT(LL) 0.242 E 723 360 R 1442 / - 1 - Lu: Lu: NA Cs: NA VERT(TL): 0.368 E 574 240 J 1670 / - /.- Snow Duration. NA HORZ(LL). 0.030 B - R Min Big Width Req = 1 5 HORZ(TL). 0 038 B J Min Big Width Req = 1 5 Code I Misc Criteria Creep Factor: 2.0 Bearings R 8 J are a rigid surface. Bldg Code: FBC 6th.ed 201 Max TC CSI: 0 897 Bearing R requires a seat plate. TPI Std' 2014 Max BC CSI: 0 693 7.2 3.5 Rep Factors Used Yes Max Web CSI: 0 869 Members not listed have forces less than 375# 0 -478 A-0 Maximum Top Chord Forces Per Ply (Ibs) FT/RT 12(0)/10(0) 0 -578 Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): B- P 883 0 H- K 0 -1836 WAVE VIEW Ver: 17.02.01A.1115.21 I A - B 0 -973 E - F 0 -3286 859 0 1-1 B -C 0-2484 F -G 0 -3123 C- D 0- 3272 G- H 0- 3123 D- E 0- 3287 H- 1 0 -1146 q N. . o.108 1 o't• S T O 1 CoA 05/03/2018 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 terhporabott2mNordshallhavaproe"iperBCIsectionsB3, 7 or 910 unless note otherwise. Refer to Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens. Comp O- P 1942 0 N- M 3287 O P-0 3027 0 M- L 3353 0 O- N 3027 0 L- K 2302 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens Comp A -R 0-1411 F - L 0 -478 A-0 1552 0 G- L 0 -578 O- B 0 -1538 L- H 1233 0 B- P 883 0 H- K 0 -1836 P- C 0- 846 K-1 1826 0 C -N 859 0 1-1 0 -1624 N - D 0 -427 Alpine, a division of ITW Build ompon nts Grog Inc. shall not be reA onsible for any deviation from thistrussIncpnformancewithANSI/T 11, or or handnrfpq shiupinq, InstallatI pn and bracing of irussesA seal on listing this drawin indicates acceptance of proQessoonalq en meering responsibilittyv solely real the i and arse of this awing for any structure is p e responsibility of the Building DestgrSer perANSIITPI these web sites: TPI failure to build the 1 or cover pagge n. The suiTability A IPLNE romvcowowr 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333522 Py' 1 SEON• 1639 / T57 / SY42 Cust' RR8975 JRef. 1WaM89750172 VARIOUS ,9A6/9A7 .258SE/258MA/258TA .RAO 1 Oly. 2 FROM: RDG DrwNo: 122 18.1549.21645 Truss Label: FT4 KM / WHK 05/02/2018 6'110"8 91"12 1 14'10"12 6'10"8 12,5.4 57' E 1-- 2'6" 2'6"12 —+ 1'4"8 TYP) 06 1 5X3 = 3X4 III 1 5X3 A B C D FO IIa 6 Loading Criteria (psf) Wind Criteria TCLL 40.00 Wind Std NA TCDL 1000 Speed: NA mph BCLL: 0.00 Enclosure NA BCDL 5.00 Category NA Des Ld 5500 EXP: NA Mean Height NA it NCBCLL: 10.00 TCDL: NA psf Soffit. 200 BCDL: NA list Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft Loc. from endwall' NA I NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 02 SP #2 N Bot chord 4x2 SP #1 Webs 4x2 SP #3 Lumber value set "i 3B" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 3X3 except as noted. Additional Notes 2x6 #3 HEM -FIR or better continuous strongback. Attach to each truss where shown with 3-10d Box or Gun nails (0.128"xT%min.). Strongback material to be supplied by erection contractor. Truss must be installed as shown with top chord up. P O N 1111.5X3 14'10"12 E M 1111.5X3 1 F G 1114XH I 3- i T 1 L K J 4X4 1111 5X3 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) 410 Pg: NA Ct: NA CAT NA PP Deflection In loc UdeO U# Loc R / U / Rw / Rh / RL W Pf' NA Ce: NA VERT(LL) 0.159 D 999 360 R 817 I - 1- / • / - 17.3 Lu: NA Cs: NA VERT(TL). 0.349 D 678 240 H 804 / - / • / • / - 35 Snow Duration. NA HORZ(LL). 0.035 B - - R Min Brg Width Req = 1 5 884 P- C HORZ(TL) 0 055 B H Min Brg Width Req = 1.5 958 Code / Misc Criteria Creep Factor: 2.0 Bearings R 8 H are a rigid surface. Bldg Code: FBC 6th.ed 201 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. 0 456 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT.12(0)/10(0) Chords Tens.Comp. Chords Tens Comp Plate Type(s): WAVE VIEW Ver: 17.02.01A.1115.21 A - B 0 -552 E • F 0 -1482 B -C 0-1396 F -G 0 -596 C -D 0-1783 G -H 0 -641 D -E 0-1789 J ff ' No.7.08 i • o SAT O e• taw S/ONALCOA #04A rnelntwlw 05/03/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens. Comp O- 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 -N 410 110 A -O 881 0 E -L 0 575 O- B 0- 858 L- F 461 0 B -P 482 0 F -K 0 884 P- C 0- 468 K- H 958 0 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS russes require extreme care in fabricating, handlingg shin In installing.and bracing Refer to and follow the latest edition of BCSI (BuildingomponentSafetyInformation, by TPI and SBCA) fbr sa>petpy ractices prior to perlo ming these functions. Installers shall provide te9porary bracing Per BCSI.. Unless noted 61herwise,top chord shall have pro el attached structural sheathing and bottom hord shall hav a pro2erlyattachesrlaqidceilinLocationsshownforermanentlatgralrestraintbfwebsshallhavebracininstalledprBCIs8clionsQ3, 7 or 870, as applicable. App plates to each face ofiruss and position as shown above and on the Joint9Details, unless noted otherwise. Refer to ALPINEdrawings16 -Z for standard plate positions. Alpine, a division of ITW BLit ld1 n CComponQntSg Group InC. shall not be res for any deviation from this drpwin arty failure to build the µ w,,,,, It in conformance with A SII VI 1, or for andll a shlppina, Installatl n an bracing o ,trussesA eat on this dr wl or over page 2a00 lake OrangeDr. listing this drawing indicates acceptance of pro) esslonar en ineering responsibility soleorP,or the de n shov?1 hesuitabilityanduseofthisdrawingforanystructureIstheresponsibilityoftheufldingDesignerpeANSUTPI1ac.2. Suite 150 For more information see thisjob's peneral notes page and these web sites ALPINE: www aipmeitw com, TPI_ www tenst_org; SBCA www.sbundustry com; ICC www.xcsafe org _ Orlando FL, Job Number. N333522 Ply 1 SEON: 1640 / T7 / SY42 Cust• R R8975 JRef• 1 WaM89750172 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RA01 Qty: 5 FROM: RDG DrwNo. 122.18.1549 22301 Truss Label: FTS KM / WHK 05/02/2018 66" I T 4 '1 11'412 i 5'6" 1'9"4 4'1 "8 T co 1 TYP) 1. 5XA36 = 3X64 =3XC4 1111.5pX3 =3X4 =1.X3 1 15X3 I N = RQ 3X4 = 3X4 1111.5X3 = 3X4 = 3X4 1H ri 1112X4 11'4"12 Loading Criteria (psf) Wind Criteria TCLL' 4000 Wind Std' NA TCDL 10.00 Speed NA mph BCLL: 0.00 Enclosure: NA BCDL' 5.00 Category. NA Des Ld: 55.00 EXP NA Mean Height' NA It NCBCLL: 10 00 TCDL: NA psf Soffit: 2.00 BCDL: NA psf Load Duration 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C8C Dist a NA R Lot from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Value Set 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Bot chord 02 SP #2 N Webs 4x2 SP #3 Lumber value set "ll 3131" uses design values approved 1/30/2013 by ALSC Additional Notes See ANSIrrPI 1 Sect 7 for additional bracing requirements. Bracing material to be supplied by erection contractor. Truss must be installed as shown with top chord up Snow Criteria (Pg,Pt in PSF) Pg. NA CL NA CAT. W Pf: NA Ce: NA Lu NA Cs: NA Snow Duration' NA Code / Misc Criteria Bldg Code: FBC 6th ed TPI Std: 2014 Rep Factors Used, Yes FT/RT'12(0)/10(0) Plate Type(s) WAVE Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL): 0.079 C 999 360 VERT(TL): 0173 C 999 240 HORZ(LL). 0.021 B - HORZ(TL) 0.033 B Creep Factor 2 0 Max TC CSI 0.612 Max BC CSI: 0.758 Max Web CSI: 0.300 VIEW Ver 17.02.01A.1115.21 H -- o. 708 1 o't• S T O tel 1 • A• coAao'S ONAL N •• gomarnn'D 05/03/2018 Maximum Reactions (lbs) Loc R /U /Rw /Rh /RL /W N 620 /- /- /- /- /7.3 H 607 /- I- /- /- /35 N Min Brg Width Req = 1.5 H Min Brg Width Req = 1 5 Bearings N 8 H are a rigid surface. Bearing N requires a seat plate Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp Chords Tens Comp A- B 0- 394 D- E 0 -994 B -C 0 -917 E - F 0 -381 C -D 0 -1001 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp M -L 779 0 K -J 1001 0 L- K 1004 0 J-1 770 0 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. Webs Tens. Comp A -N 0 -602 E-1 0 -618 A- M 629 0 I- F 606 0 M -B 0 -612 F -H 0 -557 J - E 445 0 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating,ha di` shiDpin installing.and bracing Refer to and follow the latest edition of SCSI (BuildintSafetyInformation, bN TPlan SBCA) f i safety ractices prior to performing these functions Installers shall provide terhporanr9 r SCSI., Unless noted olherwise,top chord shall have properly attached structural sheathing and botsQm hord shall have a properlyaidceilm .Locations shown for ermanent lateral restraint 6f webs shall haw braung insl@lied p r BCI secoons 83, B7 or 610, Be. Appy Plates to each face of truss and position as shown above and on t ie JoincDetails, unless noted otherwise. Refer to60A -Z for standard plate positrons. failure to build the iorcoverpa e n. Th. sui9brhty ALNE mrrwc 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: N333522 Py: 1 SEON: 1641 / T2 / SY42 Cust. RR8975 JRef 1WaM89750172 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA .RA0l Oly' 1 FROM ROG DrwNo: 122.18.1549.21506 Truss Label: FT6 KM / WHK 05/02/2018 5'6" 7'0"12 11'4"8 5'6" 1'6"12 4'3"12 TYP) T 1 Loading Criteria (psf) TCLL' 40.00 TCDL 10.00 SCLL: 000 BCDL: 5.00 Des Ld 55.00 NCBCLL' 10.00 Soffit. 2.00 Load Duration: 1.00 Spacing: 24.0 " 3X6 = 3X3 1.5X3 = 3X4 3X4 1111.5X3 = 3X3 1113X6 A B C D E F GH Wind Criteria Wind Std NA Speed. NA mph Enclosure NA Category, NA EXP: NA Mean Height. NA It TCDL: NA psf BCDL NA psi MWFRS Parallel Dist NA C&C Dist a NA It Loc. from endwall: NA I. NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Additional Notes See 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. 11'4"8 Snow Criteria (Pg.Pf in PSF) Defl/CSI Criteria Pg NA Ct' NA CAT NA PP Deflection In loc Udefl U# Pf NA Ce NA VERT(LL): 0 077 L 999 360 Lu: NA Cs. NA VERT(TL). 0.154 C 999 240 Snow Duration: NA HORZ(LL)' 0.018 B - HORZ(TL). 0.029 B Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 61h.ed 201 Max TC CSI' 0 639 TPI Std: 2014 Max BC CSI: 0698 Rep Factors Used: Yes Max Web CSI: 0.319 FT/RT:12(0)/10(0) Plate Type(s) WAVE VIEW Ver. 17.02.01A.1115.21 H sF < o. 708 1 ZWOe; Q RONAL 05/03/2018 T 1 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W O 625 /• /- /- /• /7.3 G 610 /- /- /- /- /33 O Min Brg Width Req = 1.5 G Min Brg Width Req = 1.5 Bearings O & G are a rigid surface. Bearing O requires a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp A- B 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 -O 0 -607 K -E 377 0 A- N 6350 E- J 0 640 N-8 0 -616 J -G 669 0 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT-* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re9uire extreme care in tobricatin9g, handling shipDin installing and bracing Refer to and follow the latest edition of BCSI ((BuildingComponentSfetyInformation, byY TPI an r7 SBCA) f$r satpy practices prior to performing these functions Installers shall provide terhpora bracin er B SI . Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottor2 hord shall hav a pro e r y attach npid cellln .Locations shown forpermanent lateral restraint bf webs shall hav bracing nslalled pgr Bc I ucllons $3, 7 or 10. as app Ica a Appy plates to each face, of truss and position as shown above and on (Phe Joinfaetalls, un ess note otherwise kefer to ALPINEdrawings160A•Z for standard plate positrons Alpine, a division of ITW Build1'ng ompon ntsh Gr u 1 Inrh shall not be res onsihle for any deviation from this drawinit apZ failure to build the M,r,wm truss In cgnformance with A1JSIlf 11, or or an II q s ipping, Instellatl nand bracing gf,trussesA seal on this drawl q or over pa e , , 2400 Lake Orange Dr. listing this drawing indicates acceptance of proTessronar en Ineerinq regponsrblllttyy sole for the desi n shown.he suiTablllty and ise of this ddrawing or any structure Is a responsibility of the wilding Designer pe ANSIITP 1 S$c.2. Suite 150 For more mlormaUon see Ihis'ob's eneral notes a e and these web silex ALPINE www al inenw.com: TPI www.( ins(a ,SBCA www sDundus .wm ICC: www ituafe Ora Orlando FL, 32837 Job Number. N333522 Py: 1 SEON: 1642 / Ti / SY42 Cust. RR8975 JRef. 1WaM89750172 VARIOUS ,9A6/9A7 .258SE/258MAf258TA ,RA01 Oty. 10 FROM• RDG DrwNo. 122 18 1549.21318 Truss Label: FT7 KM / WHK 05/02/2018 L 5'6"7'1"2 1 11,4"10 i r- 5.6., + 1.7„2 4'3„B ' I TYP) T 1 m 3X6 = 3X3 1.5X3=3X4 =3C D 1111.5X3 =3E F 1113t6 H Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std NA TCDL: 10.00 Speed: NA mph BCLL: 000 Enclosure' NA BCDL: 5.00 Category: NA Des Ld: 55.00 EXP: NA Mean Height* NA it NCBCLL. 10.00 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* 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Additional Notes See ANSI/TPI 1 Sect 7 for additional bracing requirements Bracing material to be supplied by erection contractor. Truss must be installed as shown with top chord up. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct NA CAT. N/ Pf: NA Ce: NA Lu: NA Cs. NA Snow Duration: NA Code / Misc Criteria Bldg Code FBC 61h.ed 201 TPI Std: 2014 Rep Factors Used: Yes FT/RT.12(0)/10(0) Plate Type(s) WAVE 11'4"10 Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0 078 L 999 360 VERT(TL)' 0.157 C 999 240 HORZ(LL). 0.018 B - HORZ(TL): 0.029 B Creep Factor: 2.0 Max TC CSI. 0 643 Max BC CSI. 0 705 Max Web CSI 0.320 VIEW Ver: 17.02.01A.111521 o. 708 1 d SAT O Q i • , • (` < c0co r rrtgrlpn,l' 05/03/2018 T iA 1 Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL /W O 626 /• /- /- /- /7.2 G 609 /- /- /- /- /30 O Min Brg Width Req = 1.5 G Min Brg Width Req = 1.5 Bearings O 8 G are a rigid surface. Bearing O requires a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp A -B 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 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re uire extreme care in fabricatin h ndlin shi ping Installing and bracing. , Refer to and follow the latest edition of BCSI (BuildingComponengtSafetyInformation, byY TPI an'S CA) f$r sa ety practices prior to performing these functions. Installers shall provide te9porarrvybracinCorBCS!. Unless noted 0 herwise,top chord shall have property attached structural sheathing and bottom hord shall have a pro jerlyattachdrioldceilinLocationsshownforermanentlateralrestraintbfwebsshallhavbraacinnslalledprBCIsections133, 137 or 810, as app IS 1 Applq laces to each face oftruss and position as shown above and on Cite Joint9 etalls, unless noteu otherwise Refer to drawings 16oA-Z for sPandard plate positions. ALPINEAlpine, a division of ITW Butrild i,g CComponents GTuC In . shall not be regponsiple for any deviation from this drawing anv failure to build the w, , ,,,,, truss In cgnformance with P N ll1 PI 1, or for an Ii shipping, installation and bracing of,lrussesA eal on thi,5 drawing or cover pa e , , 2400 Lake Orange Or. listing this drawing indicates acceptance of proTessionaf en Ineenngg responsibilittyv solel r for tthe desr n shovtin. The suitability g and use of this ddrawing for any structures a responsibilit of the Building DesigrSer pe ANSI/TPI 1 5$c.2. Suite 150 For more information see this job's general notes patio and these web sites: ALPINE www.alomedw.com: TPI www.toinst oro. SBCA'—1bandusIm mm iCb www ir—ata mn Orlando FL, 32837 Job Number. N333522 I Ply:1 jFROM.RDG SEON. 1643 / T13 / SY42 I Cust. RR8975 JReI. 1WaM89750172 VARIOUS ,9A6/9A7,258SE/258MA1258TA ,RA01 Oly 1 DrwNo: 122.18.1549.20289 Truss Label: FT7GE KM / WHK 05/02/2018 2'11"12 5'3"2 6'9"2 8'4"2 11'1"2 1' "14 1'9" 1'712 2'3"6 1'6" 1'7" 2'9" " 2 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: ASCE 7-10 TCDL: 10.00 Speed: 150 mph 4' 1'2"12 9"14 1'2'8 --I f- --(I- 17 —( I-- 17" I i' 172 176 -• BCDL- 5.00 Risk Category: II P - E EXP: C w 3X3 Mean Height 15 00 R NCBCLL: 10.00 4X4 11104 1113X4 3X3 1113X6 =6X6 Load Duration 1 00 MWFRS Parallel Dist, 0 to h/2 A B C D E F GH I JK Loc. from endwall: Any T 72= GCpi: 018 Wind Duration: 1.00 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #1 :T2 4x2 SP #2 N: Bot chord 4x2 SP #2 N Webs 02 SP #3 T Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Dur Fac =1.00 / Plate Dur.Fac.=1.00) TC: From 291 plf at 0.00 to 350 plf at 588 TC, From 387 plf at 5.88 to 387 plf at 1128 BC* From 10 plf at 0.00 to 10 plf at 1097 Plating Notes T All plates are 1.5X3 except as noted. P O N M L T S R Q 1114X4 6X6 1112X4 3X4 5'3"14 61" Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: ASCE 7-10 TCDL: 10.00 Speed: 150 mph BCLL 000 Enclosure Closed BCDL- 5.00 Risk Category: II P - E EXP: C Des Ld: 55.00 Mean Height 15 00 R NCBCLL: 10.00 TCDL: 4 2 psf Soffit: 2.00 BCDL' 3.0 psf Load Duration 1 00 MWFRS Parallel Dist, 0 to h/2 Spacing: 24.0 " C&C Dist a: 3 00 ft Loc. from endwall: Any GCpi: 018 Wind Duration: 1.00 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #1 :T2 4x2 SP #2 N: Bot chord 4x2 SP #2 N Webs 02 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Dur Fac =1.00 / Plate Dur.Fac.=1.00) TC: From 291 plf at 0.00 to 350 plf at 588 TC, From 387 plf at 5.88 to 387 plf at 1128 BC* From 10 plf at 0.00 to 10 plf at 1097 Plating Notes All plates are 1.5X3 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See ANS11TPI 1 Sect 7 for additional bracing requirements Bracing material to be supplied by erection contractor. Provide for complete drainage of root. Truss must be installed as shown with top chord up 11'4"14 i Snow Criteria (Pg,Pf in PSF) Pg NA Ct NA CAT Ni Pf• NA Ce- NA Lu: NA Cs: NA Snow Duration: NA Code I Misc Criteria Bldg Code: FBC 61h.ed 201 TPI Std: 2014 Rep Factors Used Yes FT/RT 20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc Uden U# VERT(LL): 0 053 N 999 360 VERT(TL): 0.213 N 554 240 HORZ(LL) -0 011 J - - HORZ(TL)' 0.026 J Creep Factor. 2 0 Max TC CSI: 0.881 Max BC CSI. 0.908 Max Web CSI, 0 760 Maximum Reactions (lbs), or'=PLF Loc R /U /Rw /Rh /RL /W r 316 /29 /30 I- /• /60.7 P 1158 /99 /95 /- /- /6.4 J 1330 /112 /102 /- /- /3.2 Wind reactions based on MWFRS T Min Brg Width Req = - P Min Brg Width Req = 1.5 J Min Brg Width Req = 1.5 Bearings T, P, & J are a rigid surface. Bearings T 8 P require a seat plate. Members not listed have forces less than 375# VIEW Ver: 17.02 01A.1115 21 Maximum Top Chord Forces Per Pty (Ibs) Chords Tens Comp. Chords Tens. Comp. E - F 220 -1200 H-1 211 -1099 F - G 226 -1233 I - J 204 -1069 G - H 205 -1076 t;•'(,E 'ASF • ,< 13 05/03/2018 A 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 Instarll ers shal provI a terhporparrylypoetrBCIsrecoonsB3, B7 oroB10- rneess noteG otherwise Refer to any Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens Comp P-0 420 - 86 N - M 1238 -227 O - N 1233 -226 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A - T 119 -655 E-0 1239 -214 A - S 576 -117 O - F 135 -824 S-8 116 -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 I - M 184 -913 D - O 80 -444 failure to build the 1 or cover paAbilityn. The sui bility AL IPNE w ErcoMwr+ 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: N333522I Ply 1 I SEON: 1644 / T3 / SY42 Cust R R8975 JRef: 1 WaM89750172 VARIOUS ,9A6/9A7 ,258SE/258MA125STA ,RA01 Oty" 1 FROM. RDG DrwNo' 122.18.1549.22601 Truss Label: FT8G KM / WHK 05/02/2018 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std NA TCDL: 10.00 Speed NA mph BCLL- 0.00 Enclosure: NA BCDL: 5.00 Category, NA Des Ld: 5500 EXP: NA Mean Height NA it NCBCLL: 10.00 TCDL: NA psi Soffit: 2.00 BCDL NA psi Load Duration, 1.00 MWFRS Parallel Dish NA Spacing 24.0 " C&C Dist a: NA it Loc. from endwall. NA I: NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set "l 3B" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 100 plf at 0.00 to 100 pif at 3.43 BC From 10 pit at 0.00 to 10 plf at 343 TC: 610 Ib Conc. Load at 158 Additional Notes Truss must be installed as shown with top chord up 17"S 1'9"11 3-5-1 17'8 17"S f -- 1,3,.12 -- 3" 1-3-121,3„12 1111.5X3 4X4 1111.5X3 =3X6 A B C D T 1 H G F E 3X4 1112X4 1112X4 = 3X4 i— 3'5"3 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct NA CAT NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL /W Pf: NA Ce NA VERT(LL)' 0.016 B 999 360 H 522 / - Lu. NA Cs. NA VERT(TL): 0.028 B 999 240 E 465 /. Snow Duration NA HORZ(LL)' 0 002 B H Min Brg Width Req = 1.5 HORZ(TL): 0.003 B E Min Brg Width Req = - Code / Misc Criteria Creep Factor: 2.0 Bearing H is a rigid surface. Bldg Code FBC 6th.ed 201 Max TC CSI- 0.275 14.0 TPI Std: 2014 Max BC CSI 0.294 Members not listed have forces less than 375# Rep Factors Used: Yes Max Web CSI. 0.259 Maximum Top Chord Forces Per Ply (Ibs) FT/RT 12(0)/10(0) Chords Tens.Comp. Chords Tens. Comp Plate Type(s): B - C 0 -391 C - D 0 -376 WAVE VIEW Ver: 17.02.01A 1115.21 N HA 0.708 1 d :• SAT O co ic OIVA1. V ,. 05/03/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp G - F 391 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp Webs Tens. Comp. A- H 0 -494 F- D 545 0 A- G 533 0 D- E 0 -447 G -B 0 -471 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT” FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatin , handling shipping installing and bracing Refer to and fgllow the latest editi n of SCSI (fBuildingComponentSafetyInformation, by TPI an SBCA) fat safety practices prior to performing these functions Installers shalYprovide terhporabrawnDerBGSIUnlessnotedoherwise,top chord shall have property attached structural sheathing and bottom chord shall have a pro2e iyattachurigqidceilinLocabonsshownforermanentlat8ralrestraint8fwSbsshallhavebracinginstalledprBCSIsections 3, B7 or 810, as applicable Appy ptat s to each face ofptruss and position as shown above and on the aoingDetails, unless noteu otherwise. Refer todrawings160A -Z for sPandPard plate positions ALPINEAlDping, a division of ITW B ildl1n CComponents Grpup In shall not be responsiple for any deviation from this drewiflg arty failure to build the µ„we irUss in of rmance with ANSI PI 1, or for hantlllrSp, shipping, Installatlan and bracing Cf trussesA seal on thlp tlrBwv_ or cover page 2a00 Lake OrangeDr. listing this Srawing in acceptance of proTessionar en ineering responsibilitty sole) for the desi n shoviTn. The suiTability9and ise of this drawing for any structure is the responsibility of the Building DesigrSer pe ANSI/TPI 1 ac.2. Suite 150 For more information see this job's fieneral notes Peas and these web saes: ALPINE www.elpmeitw.com: TPI www tpinst.oro. SBCA: www sbeindustrv.eom: ICC: www.r I. aro Orlando FL, Job Number. N333522 I Ply. 1 I SEON- 1645 / T73 / SY42 I Cust. R R8975 JRef- 1 WaM89750172 VARIOUS .9A6/9A7 ,258SE/258MA/258TA ,RA01 Oty: 1 FROM- HMT DrwNo: 122.18.1549.22285 Truss Label: FT10G KD / WHK 05/02/2018 Loading Criteria (psf) Wind Criteria TCLL. 4000 Wind Std: NA TCDL: 10.00 Speed NA mph BCLL 0.00 Enclosure: NA BCDL: 5.00 Category: NA VERT(TL): 0.042 C 999 240 EXP- NA DDes Ld: 6500Desd:: Mean Height: NA ft 10 00 TCDL: NA psf Soffit: 2.00 BCDL NA psf Load Duration 1 00 MWFRS Parallel Dist- NA Spacing: 24.0 " C&C Dist a, NA It Max TC CSI 0 860 Loc. from endwall: NA TPI Std 2014 I. NA GCpi: NA Members not listed have forces less than 375# Wind Duration: NA Lumber Maximum Top Chord Forces Per Pty (Ibs) Value Set: 13B (Effective 6/1/2013) Top chord 02 SP #2 N Chords Tens.Comp. Chords Tens Comp. Bot chord 4x2 SP #2 N Webs 4x2 SP #3 WAVE Lumber value set "I 3B" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Dur.Fac.=1.00 Plate Dur.Fac.=1 00) TC: From 4 pit at 0 00 to 4 pit at 4.00 BC. From 10 pit at 0.00 to 10 plf at 400 TC, 804 Ib Conc Load at 0. 15, 0.34, 2.15 Additional Notes Truss must be installed as shown with top chord up T T 1'7"8 1 2'47 3'11"15 1'7"8 8"15 17"8 1712 -- F3'i 17'12 -- 4X6 1112X4 1112X4 =3X6 A B C D E 1112X4 i 3'11"15 — Snow Criteria (Pg,PI in PSF) Deft/CSI Criteria Maximum Reactions (Ibs) Pg. NA Cl: NA CAT NA PP Deflection in loc Udell L/# Loc R / U / Rw / Rh / RL /W Pf: NA Ce. NA VERT(LL) 0.023 C 999 360 H 2008 / • / - / - / - 140 Lu NA Cs' NA VERT(TL): 0.042 C 999 240 E 505 Snow Duration NA HORZ(LL): -0.009 D - H Min Brg Width Req = 1.5 HORZ(TL): 0 013 D E Min Brg Width Req = - Code / Misc Criteria Creep Factor: 2.0 Bearing H is a rigid surface Bldg Code: FBC 6th.ed 201 Max TC CSI 0 860 TPI Std 2014 Max BC CSI: 0.319 Members not listed have forces less than 375# Rep Factors Used: Yes Max Web CSI. 0.384 Maximum Top Chord Forces Per Pty (Ibs) FT/RT 12(0)/10(0) Chords Tens.Comp. Chords Tens Comp. Plate Type(s): A - B 0 -416 C - D 0 -415 WAVE VIEW Ver: 17 02 01A 1115 21 B - C 0 -438 Ste• % 90e• o. 708 1 ' S T O COA ONAL E , 40mm nw,,rt 05/03/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS a division of more information see to Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. G - F 438 0 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens. Comp. A -H 0 -2011 C -F 0 -475 A- G 692 0 F- D 597 0 G- B 0- 450 D- E 0 -468 of fate taceonsruss and position as shown above and on the Jomruetads, unless noted otherwise. Refer to YorponIAGr9§ InC shallnot be responsible for any deviation from this drawing a(ty failure to buildthe11,oror hanirlg shiuPinq, installatidn and bracing gf trussesA tial on thea drawing orcoverpa e, ceptanceofproTessionar en sneering responsibtltty soleN1v ti or the design shown. The suitability y structure is the respo Istbilit of the Building Designer peIANSIlfPI 1 SEc.2. iral notes age and these web saes: ALPINE www.aipmedw.Com, TPI www Ipinst org, SBCA: www sbandustry.com; ICC: www.iccsaf 141161111., - ALPINE Nl TYCOWNIM 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number N333522 Ply. I SEQN* 1 VARIOUS 9A6/ A7 , 58SW58MA/258TA ,RA01 I Qty. 8 I FROM: PFBH / T37 / COMM DrwNo RWHK 8R 052 2p9g50172 Truss 7'10"14 15' 22'1"2 30' 1014 T1"2 T1"2 r10"14 5x5D Loading Criteria (psf) TCLL: 2000 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 " Lumber 30' 10' 10' 10' 1' 10' + 20' + 30' i Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category II EXP: C Mean Height: 24.19 ft TCDL: 4.2 psi 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 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #1 :B2 2x6 SP #2 N: Webs 2x4 SP #3 W2, W3 2x4 SP #2 N: Lt Wedge 2x4 SP #3 .Rt Wedge 20 SP #3: Lumber value set "l 3B" uses design values approved 1/30/2013 by ALSC Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42" -high x 24" -wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. Snow Criteria (Pg.P1 in PSF) Pg: NA Cl NA CAT. W Pf NA Ce: NA Lu: NA Cs: NA Snow Duration NA Code I Misc Criteria Bldg Code' FBC 6th ed TPI Std 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE WARNING" READ AND FOLLOW ALL IMPORTANT— FURNISH THIS DRAWING TO ALL C of any Deft/CSI Criteria PP Deflection in loc Udell U# VERT(LL): 0.126 H 999 360 VERT(TL): 0438 H 999 240 HORZ(LL)- 0.046 H - HORZ(fL). 0.103 H Creep Factor: 2.0 Max TC CSI: 0.936 Max BC CSI: 0.798 Max Web CSI: 0 668 VIEW Ver' 17.02.01A.1115.21 cA SFS •••.....!.•.NG, . COA ONAAL E,,,r 1 05/03/2018 Maximum Reactions (lbs) Loc R /U /Rw /Rh /RL /W B 1643 /704 /1025/. / 287 14.0 F 1643 /704 /1025/- / - /4.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.9 F Min Brg Width Req = 1 9 Bearings B 8 F 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 1115 -2701 D - E 1140 -2425 C - D 1140 -2423 E - F 1115 -2702 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - 1 2289 -852 H - F 2291 -852 I- H 1564 -439 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens Comp C-1 398 -513 D - H 902 -422 I - D 900 -422 H - E 398 -513 S ON THIS DRAWINGI ACTORS INCLUDING THE INSTALLERS rid bracinRefer to and follow the latest edition of BCSI (Building to perforgming these functions. Installers shall provide temporary ached structural shgathm9 and bottomr hord shall hav a pro2erly abs shall hav bracing installed pfr BC I sections B3, B7 or 810, Bove and on tI a JomfDetails, un ess note otherwise. kefer to onsible for any deviation from this drowing an failure to build the 1 and bracing f lrussesA seal on this dr wiXq or cover? pa e ng responsibglitt sole for the desi n shown. The suiq bility 6uildinq DesigrSer aeNNSIIrPI 1 S c.2. ALPINE ANMOOMrNn 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number. N333522 Py: 1 SEON. 1586 / T36 / HIPS I Cust R R8975 JRef 1 WaM89750172 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RA01 Oly, 2 FROM. RDG DrwNo 122.18.1549 20741 Truss Label: A2 SN / WHK 05/02/2018 6'7" 23'5" 30' 6'7' 6'S' 4' 6'S" 6'7" 4X10 at 5X8 D E 30' 1' 10' 10' 10' 20' 30' Loading Criteria (psr) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL 17.00 Speed: 150 mph BCLL* 000 Enclosure- Closed BCDL 10.00 Risk Category: II Des Ld: 47.00 EXP: C Code / Misc Criteria Mean Height, 23.69 It NCBCLL: 10.00 TCDL: 4.2 psf Soffit' 0.00 BCDL' 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h to 2h Spacing: 24.0 " C&C Dist a: 3.00 it Plate Type(s): Loc. from endwall: not in 9 00 ft WAVE GCpi• 0.18 Wind Duration 160 Lumber Value Set. 138 (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 20 SP #1 .82 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 0.128x3" 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 Snow Criteria (Pg,Pf to PSF) Defl/CSI Criteria Pg NA Ct. NA CAT: NA PP Deflection in loc Udell U# Pf: NA Ce: NA VERT(LL): 0 127 1 999 360 Lu. NA Cs: NA VERT(TL): 0.449 1 999 240 Snow Duration NA HORZ(LL). 0.053 1 - - HORZ(TL) 0120 1 Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 6th ed 201 Max TC CSI. 0.841 TPI Std 2014 Max BC CSI: 0.831 Rep Factors Used: Yes Max Web CSI. 0 258 FT/RT:20(0)/10(0) Plate Type(s): WAVE VIEW Ver: 17.02.01A 1115.21 0.708 1 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1618 /308 /1030/- / 254 /4,0 G 1631 /308 /1030/- / - 14.0 Wind reactions based on MWFRS B Min Big Width Req = 1.9 G Min Brg Width Req = 1.9 Bearings B 8 G are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Py (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 I - 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 I - F 301 -464 Wind ,a SAT O 4 1= Wind loads based on MWFRS with additional C&C % •4•` member design. JC s CoA . 01Y AL E 05/03/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabrlcatin , hhandling shippin installing and bracing.. Refer to and follow the latest edition of BCSI (BuildingComponentSafelyInformation, byY TPI an SSCA) far salfey ractices prior to performing these functions. Installers shall provide temporarryy bracin Ger BCSI Unless noted otherMse,top chord shall have property attached structural sheathing and bottom hord shall hav€ a progerl attach a rigid celllna. Locations shown for Dermanent lateral restraint bf webs shall hav braacinga Installed per BCI sections 133, 137 or B10yasappIgbte. Apply plates to each face, of truss and position as shown above and on tI a JoinfDetails, unless noted otherwise. Refer to ALPINEdrawings160A -Z for standard plate positions. Alping, a division of ITW BttrIlddingg CComponQgnts Grqup Inc shall not be re$pponsl le for any deviation from this drewin any failure to build thetrussInCpnformancewithAN11lfPl1, or for handllrsq shipping, InstallatP and bracing of trussesA Seal on this dr3wirfq or cover pa e, , 2400 Lake Orange Dr. Its this drawing indicates acceptance of proTessionaf en ineerinq responsibilittyv solely for the design shown. The suif9abillty 9 and use of this drawing for any structure is a responsibilit of the Building DesigiSer pe ANSIfrPI 1 Sec.2. Suite 150 For more information see this *ob's general moles page and these web sites: ALPINE: www alpineetw com: TPI: www tainst.ora. SBCA• www.sbundustry rim: ICC: www it ale a. Orlando FL, 32837 Job Number: N333522 Py: 1 SEON: 1587 / T35 /HIPS Cust: RR8975 JReI: 1WaM89750172 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RA01 Oty. 2 FROKRDG DrwNo: 122 18 1549 22238 Truss Label: A3 I I KM / WHK 05/02/2018 5'7" 5-7„ 11' S'S" 19' 8' SS00514T2=SS0514 24'5" 1 30' 30' 1' 10' 10' P 10' 1' Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,PI in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 20.00 Wind Std, ASCE 7.10 Pg. NA Cl: NA CAT NA PP Deflection in loc Udell U# Loc R /U / Rw / Rh / RL /W 8 1599 / 437 / 1029/ - /220 /40TCDL: 17.00 Speed: 150 mph Pf: NA Ce: NA VERT(LL): 0.124 1 999 360 BCLL, 0.00 Enclosure. Closed Lu: NA Cs: NA VERT(TL): 0 446 1 999 240 G 1621 / 437 11029/. / - 14.0 BCDL: 10.00 Risk Category II Snow Duration: NA HORZ(LL): 0.056 1 - - Wind reactions based on MWFRS Des Ld: 47 00 EXP- C HORZ(fL): 0 129 I - - B Min Brg Width Req = 1.9 Code / Misc CriteriaNCBCLL: 10.00 Mean Height, 23 19 0 TCDL: 4.2 psi Creep Factor: 2.0 G Min Big Width Req = 1.9 Soffit: 0.00 BCDL: 5.0 psi Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.865 Bearings B 6 G are a rigid surface. g g Load Duration 1 25 MWFRS Parallel Dist, h/2 to h TPI Std: 2014 Max BC CSI 0.839 Members not listed have forces less than 375# Spacing: 24.0 " C8C Dist a' 3.00 K Re Factors Used Yesp Max Web CSI: 0.199 Maximum Top Chord Forces Per Ply (lbs) Loc. from endwall not in 9.00 ft FT/RT 20(0)/10(0) Chords Tens.Comp Chords Tens Comp GCpi: 0 18 Plate Type(s). VIEW Ver: 17 02 01A 1115.21 B - C 1069 -2660 E - F 972 -2355WindDuration. 1.60 WAVE, HS, 18SS Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N :T2 20 SP #1: Bot chord 20 SP #1 Webs 2x4 SP #3:W3 2x4 SP #2 N - Lt Wedge 2x4 SP #3::Rt Wedge 20 SP #3: Lumber value set "138" uses design values approved 1/30/2013 by ALSC Bracing a) 1x4 #3SRB or better continuous lateral restraint to be equally spaced. Attach with (2) 8d Box or Gun nails(0.113"x2.5",min.) Restraint material to be supplied and attached at both ends to a suitable support by erection contractor. a) or scab reinforcement may be used in lieu of CLR restraint. substitute (1) scab for (1) CLR and (2) scabs for (2) CLR'S where shown. Scab reinforcement to be same size, species, grade, and 80% length of web member. Attach with 0.128x3" gun nails @ 6" oc. Loading Truss passed check for 20 psi 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 a IMPORTANT'* FURNISH THIS any C - D 972 -2301 F - G 1068 -2711 D - E 933 -1913 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp B - J 2273 -829 I - G 2318 856 J-1 1952 -635 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens. Comp. J - D 502 -134 E - 1 503 -123 T"""•I/, H. fo P GE tile S k< o. 708 1 off SWAT. NGNO J• 0 c0A',ONAIL MO rlrMnrW1 1A. 05/03/2018 ALL CONTRACTORS INCLUDING THE INSTALLERS I, installing and bracin Refer to and follow the latest edition of BCSI (Building radices prior to perfo ming these functions. Installers shall provide temporary pro attached structural sheathing and boltQm chord shall have a pro2erly estraint bf webs shall hay bracing installed per SCSI s6clions ¢3, B7 or 810 as shown above and on lire JoinfDetails, unless noteu otherwise. Refer to II not be responslple for any deviation from this drpwin a failure to build theInstallationandbracingoftrussesApealonthisdrwXIorcoverpae , 11 en ineerinq responsibility solV or the desi n shown. The sui[ablllty ibilit of the Building Desig er pe ANSIlrPI 1 Sbc.2. 4LPINE www elpineitw com, TPI: www.ipinsi.org: SBCA www sbdndustry com, ICC www.iccsal ALPINENE MmvcpwrNn 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number. N333522 Ply. 1 SEON. 1588 / T34 / HIPS Cusl: R R8975 JRef 1 WaM89750172 VARIOUS ,9A6/9A7 .258SE1258MA/258TA ,RA01 Oty' 2 FROM: RDG DrwNo 122.18 1549 22082 Truss Label: A4 KM / WHK 05/02/2018 i 5'11" 9' t 15' 21' t 24'1" t 30' ' 1t5,11„ i 3'1" T 6' 6' 31 5,11., 4X6 —=4X4 s4X6 D E F Loading Criteria 1psq TCLL. 2000 TCDL 17.00 BCLL, 0.00 BCDL. 1000 Des Ld: 4700 NCBCLL' 10.00 Soffit: 0.00 Load Duration, 1.25 Spacing: 24.0 " 10' 10' Wind Criteria Wind Std: ASCE 7-10 Speed 150 mph Enclosure. Closed Risk Category, II EXP C Mean Height: 22 69 It TCDL: 4.2 psi BCDL 5.0 psi MWFRS Parallel Dist. h/2 to h C&C Dist a: 3.00 it Loc. from endwall: not in 9 00 it GCpi 0.18 Wind Duration. 1 60 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lt Wedge 2x4 SP #3 Rt Wedge 2x4 SP #3: Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Snow Criteria (Pg,Pf to PSF) Pg. NA Cl: NA CAT NF Pf: NA Ce NA Lu: NA Cs. NA Snow Duration: NA Code I Misc Criteria Bldg Code FBC 61h.ed 201 TPI Std: 2014 Rep Factors Used: Yes FT/RT•20(0)/10(0) Plate Type(s) WAVE 30' 10' 20' Defl/CSI Criteria PP Deflection In loc Udefl U# VERT(LL): 0.124 E 999 360 VERT(TL): 0.475 E 999 240 HORZ(LL): 0.048 J - HORZ(rL) 0 117 J Creep Factor: 2.0 Max TC CSI: 0.782 Max BC CSI: 0.806 Max Web CSI 0 340 VIEW Ver: 17 02.01A.1115 21 10' 30' Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL /W B 1548 1440 /1022/- / 187 140 H 1548 /440 /1022/- / - 14.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.8 H Min Brg Width Req = 1.8 Bearings B & H are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp, Chords Tens. Comp B - C 1080 -2524 E - F 989 -2D53 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 M H 0.708 1 _ SAT O II Q +t ww COA ON AL ,N> K,` 05/03/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTAN• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses requiT' re extreme care in fabricating h ndlin shipnin installing.and bracing. , Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPl ana'S CA) f) saty practices prior to performing these functions Installers shall provide tempora% bracin cer BGSI Unless noted oyherwlse,top chord shall have properly attached structural sheathing and bolt2m Nord shall hav a properlyattachdriggidceilingLocationsshownforpermanentlateralrestraintbfwbsshallhavbraun9installedprBCIs8ctionsB3, 7 or 810, as app icalSle. App7q Plates to each face oftruss and position as shown a ove and on tie JoinrDetails, unless noted otherwise Refer to ALPINEdrawingsl60A -Z for standard plate positions. Alpine, a division of ITW B ritddl1n Compon nts Grpup In shall not be reAponsible for any deviation from this drpwin an failure to build the N mY COMMJe' truss In Conformance with ANSI PI 1, or or hanGli i s tiDpin?, installatidn and bracing of trussesA peal on this dr wiX19 or cover page , , 2a0p Lake Orange Dr. listing this drawing indicates acceptance of roTessionar en ineering responsfbflitty solelryy or the desi n shown. The suitability 9 and fise of this drawing for any structure is the responsibilit of the building DesigrSer peNNSlrrPI 1 Sec.2. Suite 150 For more information see this ioWs general notes paAe and these web sites ALPINE www.al meitw com, TPI: www t cost orp. SBCA. www sbondust .tom; ICC www iccsafe org Orlando FL. 32837 Job Number: N333522 Py: 1 SEON1589 / T25 /SPEC Cust. RR8975 JRef: 1WaM89750172 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RA01 Oty, 1 FROM. PFH DnvNo: 122 18 1549.22160 Truss Label: A5G KM / WHK 05/02/2018 23' 11 io Pa sx: o = 4X81( l A --g s SS0712 C 17 h13X8 T2 N8X10 D E K r1 1114X8 a SS1017 1112X4 KI11 1' 6'10"4 i 8'1"12 P 8'1"12 6' FI 1' 6'10"4 15' 23'1"12 30' Loading Criteria (psr) Wind Criteria TCLL: 2000 Wmd Std. ASCE 7.10 8) 9) 0) W2 a) 4X6(C T3 BCDL, 10.00 Risk Category- II Des Ld: 47.00 F K r1 1114X8 a SS1017 1112X4 KI11 1' 6'10"4 i 8'1"12 P 8'1"12 6' FI 1' 6'10"4 15' 23'1"12 30' Loading Criteria (psr) Wind Criteria TCLL: 2000 Wmd Std. ASCE 7.10 TCDL: 17.00 Speed* 150 mph BCLL. 000 Enclosure Closed BCDL, 10.00 Risk Category- II Des Ld: 47.00 EXP: C WAVE, 18SS Mean Height: 22.19 R NCBCLL 10.00 TCDL 4.2 psi Soffit: 000 BCDL: 5 0 psf Load Duration, 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing, 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 144.00 GCpr 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP 2400f-2.OE 12 2x8 SP 2400(-2.OE T3 20 SP #1: Bot chord 2x8 SP 2400f-2.OE Webs 2x4 SP #3:W2 2x4 SP #2 N W4 20 SP 2400f-2.OE: Lumber value set "138" uses design values approved 1/30/2013 by ALSC Bracing a) 1X4 #3SRB or better continuous lateral restraint to be equally spaced. Attach with (2) 8d Box or Gun nails(O 113'x2.5",min.). Restraint material to be suppled and attached at both ends to a suitable support by erection contractor. a) or scab reinforcement may be used in lieu o1 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 o1 web member Attach with 0.128x3" gun nails @ 6" oc. Special Loads Lumber Dur.Fac.=1 25 / Plate Dur.Fac.=1 25) TC: From 78 pit at -1 00 to 78 p•f at 3100 BC: From 20 plf at 0.00 to 20 plf at 30.00 TC: 562 Ib Cone. Load at 7.03 TC: 250 Ib Cone. Load at 9.06,11.06,13.06 BC. 574 Ib Cone Load at 7.03 BC. 136 Ib Cone. Load at 9.06,11.06,13.06 BC: 1389 Ib Cone. Load at 14.27 WARNING" READ AND FOLLOI IMPORTANT'* FURNISH THIS DRAWING TO Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT- W Pf: NA Ce. NA Lu, NA Cs' NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL): 0.226 D 999 360 VERT(TL). 0 849 D 663 240 HORZ(LL): 0.039 C - HORZ(TL). 0 093 C - Code / Misc Criteria Creep Factor: 2 0 Bldg Code: FBC 6th.ed 201 Max TC CSI: 0 928 TPI Std: 2014 Max BC CSI 0.571 Rep Factors Used: Yes Max Web CSI: 0 655 FT/RT:20(0)/10(0) Plate Type(s) WAVE, 18SS VIEW Ver: 17 02.01A.1115.21 Wind Wind loads and reactions based on MWFRS Additional Notes WIND LOAD CASE MODIFIEDI Nl\yol 0.708 1 o t SAT O COA ,,' 10NAL E ,,• r4rbaMns 05/03/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W K 3881 /2033 / - / - / - 14.0 F 2897 /1290 / • / - / - /4.0 Wind reactions based on MWFRS K Min Brg Width Req = 3.2 F Min Brg Width Req = 2.4 Bearings K & F are a rigid surface. 11 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp Chords Tens. Comp B - C 3760 -T769 D - E 4104 -9211 C - D 4107 -9214 E - F 2436 -5479 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens Comp. B - J 6883 -3260 1 - H 4825 -2129 J-1 6844 -3259 H - F 4824 -2124 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. J - C 945 -306 D-1 865 -1208 C -I 25W -1117 I -E 4784 -2153 INCLUDING THE INSTALLERS i. Refer to and follow the latest edition of BCSI (Building nmg these functions. Installers shall provide temporary rctural sheathingg and bottortr l hord shall have a properly I br8un ins1i3lied p r BC I secbons $3, B7 or 610, n iI a Joini9Details, unless noted otherwise. Refer to a division of ITW BuUd 1'n omponfnts Grp)1 InCc shall not be responsible for any deviation from this dr win% an failure to build the If with A 51 11, or Tor handlu c shi pm , mstallatidn and braCin qi irussesA teal on th s dr Vii or cover page this drawing indicates acceptance of proTess onar en ineerinq respons bill ttyv sole (or the design shovJn. The suitabilityieofthisddrawingforanystructureisthe esponsibilit of the Building Designer pe ANSI/TPI 1 c.2. A IPLNE mrrw 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333522 Py. 1 SEON• 1590 / T62 /HIPS Cush R R8975 JRef: 1 WaM89750172 VARIOUS ,9A6/9A7 .258SE/258MA/258TA ,RA01 Oly: 1 FROM• RDG DnvNo' 122.18 1549 22551 Truss Label: ASGA KM / WHK 05/02/2018 7' 15' 23' 30' 7' 8' 8' 7' 8X8 C 1114XD6 T2 8x8 E 1Z 6 o ( a) (a) W 6X6(C3 WZ= 6X6(C3) B F 1 y A BL B e 5X5(C3) 1114X4 m H1014 11104 =5X5(C3) 30' V 6'10"4 81"12 i 8'1"12 6' 10"4 1' 6'10"4 + 15' 23'1"12 + 30' 'i Loading Criteria (psq Wind Criteria TCLL: 20.00 Wind Std: ASCE 7.10 TCDL, 17.00 Speed, 150 mph BCLL. 000 Endosure: Closed BCDL: 10.00 Risk Category. II Des d: Des Ld: 4700D EXP C Mean Height: 22 19 It 10 00 TCDL. 4.2 psf Soffit: 0.00 BCDL 5.0 psi Load Duration: 1 25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a' 3 00 ft Loc. from endwall not in 144.00 GCpi. 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 20 SP 24001-2.0E :T2 2x6 SP SS Bot chord 2x6 SP SS Webs 20 SP #3:W2, W4 2x6 SP #2 N Lt Wedge 20 SP #3. Rt Wedge 2x4 SP #3: Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bracing a) 1X4 #3SRB or better continuous lateral restraint to be equally spaced. Attach with (2) 8d Box or Gun nails(0.113"x2.5",min.) Restraint material to be supplied and attached at both ends to a suitable support by erection contractor. a) or scab reinforcement may be used In lieu of CLR restraint. substitute (1) scab for (1) CLR and (2) scabs for (2) CLR'S where shown. Scab reinforcement to be same size, species, grade, and 80% length of web member. Attach with 0.128x3" gun nails @ 6" oc. Wind Wind loads and reactions based on MWFRS. Bearing Block(s) Brg blocks:0.128"x3" nails big x-loc #blocks length/blk #nails/blk wall plate 1 0.000' 1 12" 4 Rigid Surface 2 29.667' 1 12" 4 Rigid Surface Big block to be same size and species as chord Refer to drawing CNNAILSP1014 for more information. Snow Criteria (P9,Pf in PSF) Pg: NA Cl: NA CAT: N1 PL NA Ce NA Lu- NA Cs: NA Snow Duration. NA Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL) 0 264 D 999 360 VERT(TL): 0.987 D 569 240 HORZ(LL) 0 069 H - HORZ(fL): 0.164 H - Code / Misc Criteria LVIEe 2 0 Bldg Code. FBC 61h.ed 2010.969 TPI Std: 2014 0.869 Rep Factors Used Yes 0.535 FT/RT 20(0)/10(0) Plate Type(s): WAVE, HS 2.01A.1 Special Loads Lumber Dur Fac.=1 25 / Plate Dur.Fac.=1.25) TC: From 78 pit at -1.00 to 78 pit at 7.00 TC: From 39 pit at 7 00 to 39 pit at 23.00 TC, From 78 plf at 23.00 to 78 plf at 31.00 BC: From 20 pit at 0.00 to 20 plf at 7.03 BC: From 10 pit at 7.03 to 10 pit at 22.97 BC: From 20 plf at 22 97 to 20 plf at 3000 TC 565 Ib Conic Load at 7.03 TC: 254 Ib Conc. Load at 9 06,11 06,13 06,15.00 TC: 250 Ib Conc Load at 16 94,18 94,20.94 TC: 562 Ib Conc. Load at 22 97 BC, 579 Ib Conic Load at 7.03 BC: 137 lb Conic Load at 9.06,11.06,13.06,15.00 BC: 136 Ib Conc Load at 16 94,18 94,20 94 BC: 574 Ib Conc. Load at 22.97 M H o. 708 1 o't• S T O y so"Il" lt` 05/03/2018 115.21 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 3660 /1670 / - / • / • /4.0 F 3652 /1660 / - / - / • /4.0 Wind reactions based on MWFRS B Min Big Width Req = - F Min Big Width Req = - Bearings B & F are a rigid surface. T in iq e T Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens Comp. Chords Tens Comp B - C 3192 -7023 D - E 4029 -8777 C - D 4029 - 8777 E - F 3170 -70D4 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - J 6179 - Z790 1 - H 6133 - 2770 J-1 6151 - 2790 H - F 6161 -2770 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. Webs Tens. Comp. J- C 685 0 I- E 28% -1378 C- 1 2877 -1356 E- H 678 0 D-1 1058 -1584 WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fa¢ricating, handlin9 shipg installing,and bracing. , Refer to and follow the latest edition of BCSI (BuildingtSafeInformation, byY 1 PI an SBCA rot saffe PPractices prior to performing these functions. Installers shall provide terhpora% BCSl. Unless noted olherwise,top chord shall have proPerN attached structural sheathing and bottom hord shall hav a pro[erly id cellm ocatlons shown forpermanent lateral restraint bf wgbs shall have bilaopg n SR !led p r Bc l sections B3, %7 or 810e _ Appy plates to each face oi°truss and position as shown above and on the Joinf etalls, unless noted otherwise Refer to ompongnts, G p Inc. shall not be responsible for any deviation from this drawing anY failure to build the 11, or or an II g shipping, installation and bracing of,trussesA eat on this drawing or cover page acceptance of pro esslon, en ineering responslbilrtt sole) or the des( n shown. The suitability any structure Is the responsibilil oi the Building DesiglSer perYANSIITPI www.lpinsl.org, 58CA. www. ALPINENE w.mvao+wr. 2400 Lake Orange Or Suite 150 Orlando FL, 3: Job Number. N333522 Py. 1 SEON. 1591 / T18 / COMN Cust R R8975 JRef' 1 WaM89750172 VARIOUS ,9A6/9A7 ,258SE/258MA1258TA ,RA01 Oty. 4 FROM: RDG DrwNo. 122.18.1549.22536 Truss Label: G7 KM / WHK 05/02/2018 21'4" 15'8"12 5'7"4 5'0"12 5'0"12 57"4 mrr n 4x8D 7'4"4 F1'T 7'4"4 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 17.00 Speed: 150 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category. II Lu: NA Cs: NA EXP' C Des Ld: 4700 Mean Height: 15 00 It NCBCLL' 10.00 TCDL. 4 2 psi Soffit: 0.00 BCDL' 5 0 psi Load Duration: 1.25 MWFRS Parallel Dist h/2 to h Spacing: 24.0 " C&C Dist a 3.00 0 Bearings B & F are a rigid surface. Loc. from endwall not in 9.00 It Max BC CSI: 0.680 GCpi: 0 18 Rep Factors Used: Yes Wind Duration: 1.60 Value Set 138 (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 20 SP #2 N Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. 21'4" 1 1 67'8 T4"4 13'11"12 21'4" Snow Criteria (P9,Pf.n PSF) Defl/CSI Criteria Maximum Reactions (lbs) Pg NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R /U / Rw / Rh / RL /W B 1126 /323 /775 / • /201 /8.0PfNACe: NA VERT(LL). 0.049 H 999 360 Lu: NA Cs: NA VERT(TL) 0.188 H 999 240 F 1043 / 291 /631 / - / - /80 Snow Duration NA HORZ(LL)' 0 020 G - Wind reactions based on MWFRS HORZ(TL): 0.048 G Creep Factor' 2 0 B Min Big Width Req = 1.6 F Min Big Width Req = 1 5Code / Misc Criteria Bldg Code FBC 6th.ed 201 Max TC CSI 0 387 Bearings B & F are a rigid surface. TPI Std 2014 Max BC CSI: 0.680 Bearings B & F require a seat plate. Rep Factors Used: Yes Max Web CSI: 0.210 Members not listed have forces less than 375# FT/RT 20(0)/10(0) Maximum Top Chord Forces Per Py (Ibs) Plate Type(s): Chords Tens Comp. Chords Tens. Comp. VIEW Ver: 17.02.01A.1115.21 B - C 612 -1770 D - E 637 •1562 WAVE C - D 609 -1552 E - F 639 -1781 H. - t o. 708 1 ot S T O Q 4A SFS • ........••Nv.° COAT 'CONAL E ,,,• 05/032018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp Chords Tens. Comp. B - H 1510 -483 G - F 1522 -485 H - G 1025 -257 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens. Comp. C - H 218 -377 D - G 550 -213 H - D 535 -205 G - E 220 -384 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricatin h ndlin9 shi pin installing and bracing.. Refer to and follow the latest edition of BCSI (BuildingquireInformation, WWI an S CA) 9r sag raclices prior to performing these functions Installers shall provide temporary r BCS'. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottorl chord shall have a propery gid ceilinp.Locations shown for rmanent lateral resiramt bl w bs shall hay bracing nst@Iled p r BGSI sections 133, 137 or 810 fte _ A _ plates to each face of truss and position as shown above and on tI a Join`aetalls, unless noted otherwise Refer to not be re" onst le for any deviation from this drpwing any failure to build the installati pn an bracing of,irussesA seal on thi dr0wirlg or cover pa e gngineering responsibility solely_ ror the desj n shovdn. The suig bility notes page and these web sites, ALPINE www eiDineitw com; TPI www tDrns1 oro: $8CA' www.sbundustry.wm; ICC: www A IPLNE mrrwmMMHf 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number. N333522 Ply: 1 SEON' 1592 / T16 / COMN Cust' RR8975 JRef. lWaM8975D172 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RA01 Oly. 5 FROM: RDG DrwNo' 122 18 1549 19618 Truss Label: G2 FV / DF 05/02/2018 5'7"4 tae" Ise 12 21'4" 5'7"4 5'0"12 5'0"12 5'7"4 w4X8D 21'4" 1 1 7'4"4 67"8 T4"4 F 1 1 7'4"4 13'11"12 21'4" Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 20.00 Wind Std ASCE 7-10 Pg: NA Ct NA CAT. NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL /W B 1123 /322 /774 / - /214 /80TCDL: 1700 Speed: 150 mph Pf: NA Ce: NA VERT(LL). 0.049 H 999 360 BCLL: 0.00 Enclosure Closed Lu: NA Cs- NA VERT(TL)' 0.188 H 999 240 F 1123 /322 /774 / - / • /8.0 BCDL: 10.00 Risk Category: II Snow Duration NA HORZ(LL): 0.020 H - Wind reactions based on MWFRS Des Ld 47.00 EXP: CMean A LPI N E HORZ(fl): 0.048 H - - B Min Big Width Req = 1 6 Code / Misc CriteriaNCBCLL: 10.00 Height' 15.00 R TCDL 4 2 psf Creep Factor: 2.0 F Min Brg Width Req = 1 6 Soffit: 0 00 BCDL: 5.0 psi Bldg Code FBC 61h.ed 201 Max TC CSP 0.370 Bearings B & F are a rigid surface9g Load Duration' 1 25 MWFRS Parallel Dist. h/2 to h TPI Std. 2014 Max BC CSI 0.670 Bearings B & F require a seat plate Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used. Yes Max Web CSI: 0.205 Members not listed have forces less than 375# Loc. from endwall: not in 9.00 H FT/RT 20 (0)/10 (0) Maximum Top Chord Forces Per Ply (Ibs) GCpi' 0 18 Plate Type(s): Chords Tens.Comp Chords Tens. Comp. VIEW Ver: 17.02.01A.1115.21 B - C 602 -1765 D - E 603 -1548 Wind Duration. 1.60 WAVE Lumber C - D 603 -1547 E - F 602 -1766 Value Set: 13B (Effective 6/1/2013) Top chord 20 SP #2 N Bot chord 20 SP #2 N Webs 2x4 SP #3 Lumber value set 1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens Comp. B - I 1506 -426 H - F 1506 -452 I- H 1020 -225 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - 1 217 -376 D - H 537 -207 D 536 -207 H - E 217 -376 apMt"•,,,n r' 0.708 1 s a:• SAT O 1= SFS• COA'sFe,'eIONAI. 05/03/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingg shlupin installing,and bracing. _ Refer to and follow the latest edditi n of BCSI (BuildingComponentSafetyInformation, by TPI an SBCA) ibr safety Xactices prior to performing these functions. Installers Val provide temporar1braincerBGSI. Unless noted olherwlse,top chord shall have proper)v attached structural sheathing and bottom chord shall hav a proper attach d rlaSlld Locations for latgral hav braaciripg BCSI 7ceilingshownermanentrestraintofwebsshallInstalledprsections $3, or B10y as appIcaGle Apply places to each face. ofPruss an position as shown above and on t ie JoinCDetails, unless noted otherwise. Refer to drawings 160A•Z for standard plate positions. A LPI N E Alppine, a division of ITW Bt ild11n ompon ntSS GrqqupG In .shall npt be resppons/ple for any deviation from lhls dr wing a[1y (allure to build the irllss in nformance with AN51 11, or or handllrSSL shipping, inst llatibn and bracing of,trusseSA seal on this dr8wirlg or cover papgalistingthisdrawinggindicattesacceptanceofroTesslonarrforthedesiThe mrrwoo 2400 Lake Orange Or en Ineeringg esponslbillttyv sole/YY n sho n. suiCability and arse of this eiawing (or any structure is the responsibflit of the 9u lding Desigrfer perANSIITPI 1 5$c.2. Suite 150 For more inlormabon see this oD's neral notes a and mese web saes ALPINE: www.al menw.com' TPI: www.t mat.or ;SBCA: www.sbundus .coin; ICC: www rcraale-org Orlando FL, 32837 Job Number. N333522 I Py. 1 jFROM.RDG SEON. 1651 / T15 /HIPS I Cusl:RR8975JRet: 1WaM89750172 VARIOUS .9A6/9A7,258SE/258MA/258TA ,RA01 Oly: 1 DrwNo' 122.18.1549.21692 Truss Label: G3 KM / WHK 05/02/2018 9' , 12'4" , 21'4" , g• 3.4. 91 "1 oC8 T2 Ra 1 21'4" 1 91"12 , 2'10" '1 94"4 • 1 1' -{ 9'1"12 11'11"12 21'4" Loading Criteria (psf) Wind Criteria Snow Criteria (P9,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 2000 Wind Std: ASCE 7.10 Pg, NA Ct NA CAT: NA PP Deflection in loc Udeff U# Loc R /U / Rw / Rh / RL /W TCDL. 17.00 Speed* 150 mph Pf NA Ce, NA VERT(LL): 0.029 G 999 360 B 1123 /323 /773 / - 1186 /8.0 BCLL 0.00 Enclosure Closed Lu NA Cs: NA VERT(TL). 0 110 G 999 240 E 1123 /323 /773 / - /. /8.0 BCDL. 1000 Risk Category: II Snow Duration, NA HORZ(LL)- 0.018 H - Wind reactions based on MWFRS Des Ld: 47.00 EXP' C Mean Height. 15.00 it HORZ(fL): 0.042 H B Min Brg Width Req = 1.6 NCBCLL- 10.00 TCDL 4 2 psf Code I Misc Criteria Creep Factor: 2.0 E Min Big Width Req = 1.6 Soffit: 000 BCDL: 5.0 psf Bldg Code: FBC 6th ed 201 Max TC CSI: 0.776 Bearings B 8 E are a rigid surfaceng9 Load Duration: 1.25 MWFRS Parallel Dist: h/2 to It TPI Std: 2014 Max BC CSI 0.886 Bearings B 8 E require a seat plate. Spacing: 24.0 " C&C Dist a 3.00 ft Rep Factors Used: Yes Max Web CSI: 0 105 Members not listed have forces less than 375# Loc. from endwall: not in 9.00 tt FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s). Chords Tens.Comp. Chords Tens Comp. VIEW Ver: 17.02.01A 1115 21 B - C 569 -1547 D - E 568 -1542 Wind Duration 1.60 WAVE Lumber C - D 603 -1263 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP 2400f-2.OE :T2 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 20 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. 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 ZE S •. C o. r 1 CO,a 004gg u swat 05/032018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRA' IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLU icaulr. m;f r1 sates to eacn lace, of truss ano position as snown Move ana on itIs160A -Z 1 r s an plate positions. V-1 ivisionofITWBunformance withAdrawinindithis iawing for any structure is the responsibilit of the Building Des Information see this fob's general notes Pape and these web sites• ALPINE www alolneltw corn: TPI NT O DING THE INSTALLERS r to and follow the latest edition of BCSI (Building ese functions. Installers shall provide temporary saheapthino and bottom hord shall have a pro erl IolnfDetta s1, Lin lessr note? olherwisi B7or t ' eviation from this dr0win an failure to build the fussgsA real on this drewiXg or cover pagge, Y solely for the des„gn shown. The suiTability ALPINEINE Nlrwrp]MMlrr 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333522 Ply: 1 SEON. 1594 / T69 /HIPS Cust R R8975 JRel: 1 WaM89750172 VARIOUS ,9A6/9A7 ,258SE/258MA1258TA ,RA01 Oty. 1 FROM. PFH DrwNo' 122.18.1549.21255 Truss Label: G4G I I KM / WHK 05/02/2018 7' , 14'4" 21'4" I T 7'4" T '7 o C6 T2 1z6XD6 21,4„ 6'10"4, 1 6'10"4 3'8"12 i 10'8" I 3'9"12 14'5"12 + 6'10"4 21'4" 1 Loading Criteria (psr) Wind Criteria Snow Criteria (Pg,Pf in PSF) Dell/CSI Criteria Maximum Reactions (Ibs) TCLL, 20.00 Wind Std, ASCE 7-10 Pg: NA Ct: NA CAT. NA PP Deflection in loc Udefl U# Loc R /U / Rw / Rh / RL /W TCDL 17.00 Speed 150 mph Pf. NA Ce: NA VERT(LL): 0.094 H 999 360 B 2134 /617 / • / - / - /8.0 BCLL 0.00 Enclosure: Closed Lu: NA Cs NA VERT(TL)- 0 365 H 999 240 E 2134 / 617 / - / - / • /80 BCDL. 10.00 Risk CategoryII 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 Big Width Req = 2.5 Mean Height: 15 00 fl NCBCLL: 0 00 TCDL 4.2 psi Code / Misc Criteria Creep Factor: 2 0 E Min Br 9 Width Req = 2 5 Soffit: 0.00 BCDL. 5 0 psi Bldg Code. FBC 6th ed 201 Max TC CSI. 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 it Rep Factors Used No Max Web CSI 0.265 Members not listed have forces less than 375# Loc. from endwall: NA FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens Comp. Chords Tens. CompWindDuration. 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 #1 Webs 2x4 SP #33 Chords Tens.Comp. Chords Tens. Comp. Lumber value set "13B" uses design values B - I 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. J:••jG Sir • ;( 0. Z08 1 JAL ENG, 05/03/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling, shiupin installing and bracing. _ Refer to and follow the latest edition of BCSI (BuildingtSafetyInformation, by TPI an SBCA) f r safety iactices prior to performing these functions. Installers shall provide temporaryBCSI. Unless noted o herwise,top chord shall have prope v attached structural shoathing and bolt% hord shall have a propert Veeilin Locations shown for ermanent lateral restraint 8f w bs shall hav, br88angg installed p r Bc l sections Q3, 87 or B10Y e. Appy Dfates to each face. ofptruss and position as shown a ove and on tI a Joint Details, unless noted otherwise. Refer to60A -Z for standard plate positions a division of ITW Builddl1n CCompon nt Grpup In .,shall not be re pponslble for any deviction from this dr win an failure to build the conformance with ANSI PI 1, or or iandllrfq shipping, Installation and braang of trussesA seat on th; drawir or cover page thrs drawiin indicates acceptance of proTessionaf eggineerinq responsibrliiv solel r for the design shovJn. The suiFabilityleofthiscawingoranystructureisRteresponsibilityoftheBuildingDesigerpeANSIf1Pl1Sec.2. www aloineitw com. TPI: ALPINENE 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333522 I Ply 2 I SEON 1595 / T70 / FLAT I Cust. R R8975 JRef: 1 WaM89750172 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RA01 Qty: 1 FROM RDG DrwNo: 122.18.1549 20756 Truss Label: FGt KM / WHK 05/02/2018 2 Complete Trusses Required T 1 150110,11 5 1'10"15 4'4"14 616"5 8'6"12 10'4"5 12'1"14 14'5"14 16'6"1 18'6"1 20'5"1 5 5' 2'0"15 2'17 2'07 1'9"9 1'9"9 2'4"1 2'0"2 2' 4X10 5X10 =4X8 T1 = 6X12 =8X8 =4X10 =012 =6X6 = 6X6 = 5X10 A B C D E F G H I T3 J K yr 1114X6 t7'11"9 i 12'6"9 Loading Criteria (psr) TCLL: 4000 TCDL, 10.00 BCLL, 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 0.00 Soft 200 Load Duration: 1 00 Spacing: 24 0 " 2'07 2'07 1'11"15 1'11"15 2'3"9 2'2"9 1'11"1 2'0"2 2'0"8 2'3"8 2'0"7 4714 6'0"13 8'0"12 1 10'4"5 12'6"14 14'5"14 166"1 18'6"9 20'10"1 Wind Criteria Wind Std. NA Speed: NA mph Enclosure. NA Category NA EXP: NA Mean Height: NA It TCDL NA psi BCDL NA psf MWFRS Parallel Dist- NA C&C Dist a• NA R Loc. from endwall NA 1: NA GCpi NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x6 SP SS :T1 2x6 SP 2400f-2 OE T3 2x4 SP 24001-2.0E Bot chord 2x6 SP SS :132 2x6 SP 2400f-2.OE. Webs 2x4 SP #3:W6. W7, W8, W12, W20 2x4 SP #2 N: W9 2x6 SP #2 N W10. W19 2x4 SP 2400f -2.0E: Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Nailnote Nail Schedule:0 128"x3" nails Top Chord 1 Row @ 2 75" o.c. Bot Chord: 1 Row @12 00" o.c. Webs : 1 Row @ 4"o c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Plating Notes All plates are 4X4 except as noted. 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Loading Girder supports: 30.0.0 span to TC one face and 2-0.0 span to TC/BC split opposite face. Purlins The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: W Pf: NA Ce NA Lu. NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 6th.ed 201 TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL): 0.178 0 844 360 VERT(TL). 0 312 0 614 240 HORZ(LL)' 0.013 G - HORZ(TL): 0.018 G Creep Factor: 2.0 Max TC CSI: 0 773 Max BC CSI: 0.904 Max Web CSI: 0.608 VIEW Ver: 17.02.01A.1115.21 Bearing Block(s) Brg b1ocks:0 128"x3" nails brg x-loc #blocks length/blk #nails/blk wall plate 2 8.124' 1 14" 18 Rigid Surface Brg block to be same size and species as chord Refer to drawing CNNAILSP1014 for more information. Additional Notes Truss must be installed as shown with top chord up Maximum Reactions (Ibs) 67 Loc R /U Rw Rh /RL W V 2251 /45 0 /- 57 R 11451/- 1 /• 4.0 L 4469 /- 30 V Min Brg Width Req = 1.5 R Min Brg Width Req = - L Min Brg Width Req = 1.9 Bearings V, R. & L are a rigid surface Members not listed have forces less than 375# Maximum Top Chord Forces Per Pty (Ibs) Chords Tens.Comp. Chords Tens. Comp A - B 67 542 G - H 0 -3335 C - D 1883 92 H-1 0 -4553 D- E 5495 0 1-1 0- 4542 E - F 520 22 J - K 0 -4550 F - G 520 22 C•S 0-2282 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens Comp Chords Tens. Comp U -T 760 -81 P-0 5186 0 S- R 66 -2221 O- N 5186 0 R -Q 0 -8001 N -M 4542 0 Q - P 3041 0 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, h ndlin ship Ing installing and bracin Refer to and follow the latest edition of BCSI (Building t Safety Information, byY TPI an0'S CA) f) safetpy practices prior to perio ming these functions Installers shall provide temporary BCSI Unless noted otherwise,top chord shall have property attached structural sheathing and bottom hord shall have a properly id ceihnp Locations shown for ermanent lateral restraint f w bs shall hav braacin ns lied p r BC I sections ¢3, 137 or 810, e._ Apply plates to each face o?truss and position as shown a ove and on t te Joint9details, unless noted otherwise. Refer to any Web saes: not be responsible for his drawingg a failure to build theonthisdr3wXgorcoverpaggeg Le desj9n shown. The suiatility TPI www tpinst org, Sack www sbondustry com. ICC' www ALPINENE 2400 Lake Orange Dr. Suite 150 Orlando FL, 3: Maximum Web Forces Per Ply (Ibs) Mttlu nlur rgrrrrrrr Webs Tens Comp. Webs Tens. Comp. H o ii, A - V A - U 716 597g7 -74 F-0 Q - G 0 -689 0 -3980 E '• S '• U•B B T 49 -748 47 G -P P H 1010 0 0 e G 621 2069 C•S 0-2282 H -N 72 -714 i o• 708 ,) S - D 1161 0 I • N 0 545 D -R 0 -3780 J -M 0 •1163 E R- E 0 •3463 M- K 4890 0 s E-0 3925 0 K- L 0- 2346 ot SAT O I COA' i ONAL E ,,,• r b M111MN* 05/032018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, h ndlin ship Ing installing and bracin Refer to and follow the latest edition of BCSI (Building t Safety Information, byY TPI an0'S CA) f) safetpy practices prior to perio ming these functions Installers shall provide temporary BCSI Unless noted otherwise,top chord shall have property attached structural sheathing and bottom hord shall have a properly id ceihnp Locations shown for ermanent lateral restraint f w bs shall hav braacin ns lied p r BC I sections ¢3, 137 or 810, e._ Apply plates to each face o?truss and position as shown a ove and on t te Joint9details, unless noted otherwise. Refer to any Web saes: not be responsible for his drawingg a failure to build theonthisdr3wXgorcoverpaggeg Le desj9n shown. The suiatility TPI www tpinst org, Sack www sbondustry com. ICC' www ALPINENE 2400 Lake Orange Dr. Suite 150 Orlando FL, 3: IIIZA4 =tlAIU =hIU14 1111X4 1, 2'0"4 1 4'3"12 2'0"4 1 6'4" 16'4” 3'8" 10' 41"12 2'0"4 14'3"12 16'4" Loading Criteria (pst) Wind Criteria Snow Criteria (Pg,Pt to PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 2000 Wind Std: ASCE 7-10 Pg. NA Ct: NA CAT. NA PP Deflection in loc Udell U# Loc R /U / Rw / Rh / RL /W TCDL: 17.00 Speed 150 mph Pf: NA Ce: NA VERT(LL): 0.230 D 837 360 B 2095 /9865 I - I - l • /4.0 BCLL 000 Enclosure* Closed Lu- NA Cs NA VERT(TL): 0 863 D 352 240 G 2106 /862 / - / • / • 140 BCDL: 10.00 Risk Category. 11 Snow Duration. NA HORZ(LL): 0 032 C - Wind reactions based on MWFRS Des Ld: 4700 EXP: CHORZ(TL) 0 076 C - B Min Brg Width Req = 2.5 NCBCLL• 1000 TCDL: Mean Height: 4.psf BCDL: 20 91 H Code I Misc Criteria Creep Factor. 2 0 G Min Big Width Req = 2 5 Soffit: 0.00 BCDL: 5.0 psf Bldg Code: FBC 6th.ed 201 Max TC CSI: 0 797 Bearings B 8 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 Loc from endwall• not in 144.00 FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) 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 6/1/2013) Top chord 2x4 SP #2 N :T2 2x4 SP 24001-2.OE: Maximum Bot Chord Forces Per Ply (lbs) Bot chord 2x6 SP SS Chords Tens.Comp. Chords Tens Comp. Webs 2x4 SP #3:W2, W6 2x4 SP 2400f-2 OE - Lumber value set "11313" uses design values B - K 3182 -1311 I - H 3467 -1411 approved 1/30/2013 by ALSC K - J 3213 -1302 H - G 3423 -1399 J-1 8001 -3Z72 Special Loads Lumber Dur.Fac =1 25 / Plate Dur.Fac.=1.25) Maximum Web Forces Per Ply (lbs) TC: From 78 pIf at -1.00 to 78 pIf at 16.33 Webs Tens Comp. Webs Tens. Comp. BC' From 20 plf at 0.0010 20 pIf at 1633 TC 66 Ib Conc. Load at 191,1444 C - J 4616 -1895 I - F 4588 -1870 TC: 47 Ib Conc. Load at 3.94, 5.94, 7.94, 8.40 D - J 349 -380 10.40,12.40 BC. 51 lb Conc Load at 1.09tiWttttlttfµrrur,, BC: 37 Ib Conc. Load at 1.91,14.44 BC: 148 Ib Conc Load at 3.09 •..,• ' 1 '', BC: 33 lb Conc Load at 3.94, 5 94, 7 94, 8 40G E S` " / /,• 10.40,12.40 VN BC 246 Ib Conc. Load at 509 BC 347 Ib Conc. Load at 7 06, 9.06,11.06,13.06 0. 708 1 Wind _ • Wind loads and reactions based on MWFRS. Additional Notes SAT 0 WIND LOAD CASE MODIFIEDI YiA •• •'• QRj- ee 05/ 03/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shlupin installing,and bracing. , Refer to and follow the latest editi n of BCSI (Building ComponentSafetyInformation, by TPI an SBCA) f i safety ractices prior to performing these functions Installers shal provide temporary _ brach per BCS! Unless noted o erwise,to chord shall have pro attached structural sheathing and bottom chord shall have a ropers attachdrias1ldceilin . Locations shown for ermanent lateral restraint bf webs shall have br icirn instilled p r BC51 s8lions B3, B7 or B10y as app icaGle Appy plates to each face o truss and position as shown above and on the Joini9Details, unless noted otherwise. Refer to ALPINE drawings160A -Z for standard plate positions Alppine, a division of ITW Btritdd11n ompon nts Gr;up In . shall not be responsible for any deviation from this drpwl lq apy failure to build the ,y,rtwo INss in conformance with AN51 11, or (Por handhrsfL shlppin0, Instpilati n and bracing gf,trussesA Seal on this tJrBwlllg or cover page 2400 Lake Orange Dr. stingthisdrawinindicatesacceptancepfproessionaenneenngresonsib111tysole )y for the design shown. The bility andseofthisuiawingforanystructureistheresponsibilityoftheeuildingDesigiSerperANSIIfPI154c.2. Suite 150 For more information see this lotVs general notes page and these web sites, ALPINE: www al ineaw com. TPI: www t insi org, SBCA• www sbondustry.com. ICC ww Jmafe.orq Orlando FL, 32837 Job Number: N333522 Ply1 SEON. 1596 / T14 / HIPS Cust• R R8975 JRef* 1 WaM89750172 VARIOUS , 9A6/9A7 ,258SE/258MA1258TA ,RAOi Qty: 1 FROM PFH DrwNo: 122 18.1549.22678 Truss Label: C1G KM / WHK 05/02/2018 1110" 8 1 64" 1 9'10"4 1 14'5"8 164" 1 1 1,10"8 1 4,5"8 T 3' 6"4 T 47' 4 110„8'1 12 4X4 6 ; 8C12 1112X04 T2 E 8X12 4X86( 63) 17V2 4X8 W G Grt 1 A U le I I 4 J_ IIIZA4 = tlAIU =hIU14 1111X4 1, 2' 0"4 1 4'3"12 2' 0"4 1 6'4" 16' 4” 3' 8" 10' 41" 12 2'0"4 14' 3"12 16'4" Loading Criteria (pst) Wind Criteria Snow Criteria (Pg,Pt to PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 2000 Wind Std: ASCE 7-10 Pg. NA Ct: NA CAT. NA PP Deflection in loc Udell U# Loc R /U / Rw / Rh / RL /W TCDL: 17.00 Speed 150 mph Pf: NA Ce: NA VERT(LL): 0.230 D 837 360 B 2095 /9865 I - I - l • /4.0 BCLL 000 Enclosure* Closed Lu- NA Cs NA VERT(TL): 0 863 D 352 240 G 2106 /862 / - / • / • 140 BCDL: 10.00 Risk Category. 11 Snow Duration. NA HORZ(LL): 0 032 C - Wind reactions based on MWFRS Des Ld: 4700 EXP: CHORZ(TL) 0 076 C - B Min Brg Width Req = 2.5 NCBCLL• 1000 TCDL: Mean Height: 4. psf BCDL: 20 91 H Code I Misc Criteria Creep Factor. 2 0 G Min Big Width Req = 2 5 Soffit: 0.00 BCDL: 5.0 psf Bldg Code: FBC 6th.ed 201 Max TC CSI: 0 797 Bearings B 8 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 Loc from endwall• not in 144.00 FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) 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 6/1/2013) Top chord 2x4 SP #2 N :T2 2x4 SP 24001-2.OE: Maximum Bot Chord Forces Per Ply (lbs) Bot chord 2x6 SP SS Chords Tens.Comp. Chords Tens Comp. Webs2x4SP #3:W2, W6 2x4 SP 2400f-2 OE - Lumber value set "11313" uses design values B - K 3182 -1311 I - H 3467 -1411 approved 1/30/2013 by ALSC K - J 3213 -1302 H - G 3423 -1399 J- 1 8001 -3Z72 Special Loads Lumber Dur.Fac =1 25 / Plate Dur.Fac.=1.25) Maximum Web Forces Per Ply (lbs) TC: From 78 pIf at -1.00 to 78 pIf at 16.33 Webs Tens Comp. Webs Tens. Comp. BC' From 20 plf at 0.0010 20 pIf at 1633 TC 66 Ib Conc. Load at 191,1444 C - J 4616 -1895 I - F 4588 -1870 TC: 47 Ib Conc. Load at 3.94, 5.94, 7.94, 8.40 D - J 349 -380 10. 40,12.40 BC. 51 lb Conc Load at 1.09tiWttttlttfµrrur,, BC: 37 Ib Conc. Load at 1.91,14.44 BC: 148 Ib Conc Load at 3.09 •..,• ' 1 '', BC: 33 lb Conc Load at 3.94, 5 94, 7 94, 8 40G E S` " / /,• 10.40,12.40 VN BC 246 Ib Conc. Load at 509 BC 347 Ib Conc. Load at 7 06, 9.06,11.06,13.06 0.708 1 Wind _ • Wind loads and reactions based on MWFRS. Additional Notes SAT 0 WIND LOAD CASE MODIFIEDI YiA •• •'• QRj- ee 05/ 03/ 2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shlupin installing,and bracing. , Refer to and follow the latest editi n of BCSI (Building Component SafetyInformation, by TPI an SBCA) f i safety ractices prior to performing these functions Installers shal provide temporary _ brach per BCS! Unless noted o erwise,to chord shall have pro attached structural sheathing and bottom chord shall have a ropers attach drias1ldceilin . Locations shown for ermanent lateral restraint bf webs shall have br icirn instilled p r BC51 s8lions B3, B7 or B10y as app icaGle Appy plates to each face o truss and position as shown above and on the Joini9Details, unless noted otherwise. Refer to ALPINE drawings 160A -Z for standard plate positions Alppine, a division of ITW Btritdd11n ompon nts Gr;up In . shall not be responsible for any deviation from this drpwl lq apy failure to build the ,y,rtwo INss in conformance with AN51 11, or (Por handhrsfL shlppin0, Instpilati n and bracing gf,trussesA Seal on this tJrBwlllg or cover page 2400 Lake Orange Dr. stingthis drawinindicatesacceptancepfproessionaenneenngresonsib111tysole )y for the design shown. The bility and seofthisuiawingforanystructureistheresponsibilityoftheeuildingDesigiSerperANSIIfPI154c.2. Suite 150 For more information see this lotVs general notes page and these web sites, ALPINE: www al ineaw com. TPI: www t insi org, SBCA• www sbondustry.com. ICC ww Jmafe.orq Orlando FL, 32837 Job Number: N333522 ply: 1 SEON: 1597 / T48 / COMN Cust• R R8975 JRef, 1 WaM89750172 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RA0l Oly 3 FROM. RDG DrwNo: 122.18.1549.20804 Truss Label: Dt KM / WHK 05/02/2018 7'10" 15'8" 7'10" 7'10' H0510 C m4X4(B1) IIIZX4 15'8" 7'10" 7'10" 1 7'10" 15'8" Loading Criteria (psq Wind Criteria TCLL. 20.00 Wind Std: ASCE 7-10 TCDL: 17.00 Speed 150 mph BCLL 000 Enclosure- Closed BCDL: 10.00 Risk Category: II VERT(TL): 0.041 E 999 240 EXP C Des Ld. 4700 Mean Height. 22.40 it NCBCLL' 10.00 TCDL: 4.2 list 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 R Max TC CSI- 0.878 Loc from endwall• not in 9.00 it TPI Std. 2014 GCpi: 0.18 Wind Duration, 1.60 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design IMPORTANT" FURNISH THIS a division of any Snow Criteria (Pg,PI in PSF) Defl/CSI Criteria Maximum Reactions (lbs) Pg, NA Ct, NA CAT NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL /W Pf NA Ce. NA VERT(LL) 0 010 E 999 360 B 849 /240 /579 / - /153 /4.0 Lu: NA Cs: NA VERT(TL): 0.041 E 999 240 D 765 / 210 /494 / • / - / - Snow Duration: NA HORZ(LL) 0.010 E - - Wind reactions based on MWFRS HORZ(TL): 0.020 E B Min Big Width Req = 1.5 Code I Misc Criteria Creep Factor 2 0 D Min Big Width Req = - Bldg 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# Maximum Top Chord Forces Per Ply (lbs) FT/RT:20(0)/l0(0) Chords Tens Comp Chords Tens. Comp. Plate Type(s): WAVE, HS VIEW Ver 17.02 01A.1115 21 B • C 448 -1063 C - D 464 -1061 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens Comp. B - E 838 -294 E - D 838 -294 4e 0 o. ros Q e coA a :ONA** rMaalrttgrla 1* 05/032018 1LL CONTRACTORS INCLUDING THE INSTALLERS installing and bracing.Refer to and follow the latest edition of BCSI (Building actives prior to performing these functions Installers shall provide temporary properly attached structural sheathing and bottom Chord shall have a properly straint Of webs shall hav bracinq n%4L IIed p r BCSIse cbons $3, B7 or 910asshownaboveandontfieJoindetails, unless not otherwise. Refer to' ALPINE not be responsible for any deviation from this drawing au, failure to build theinstpllatinandbracingof,trussesA eal on thi; dr3wlitg or cover pa e , , 2400 Lake Orange Dr n meering responsibiMN, soV, for the de sl n sho Qn. The sui Q bibty State 150 9 bilit? of the Quilding DesigrSer perANSIfTPI 1 0c.2. LPINE www.al me4w.comw TPI. www.l mst.or . SBCA www.sbondustry com. ICC. www.iccsale org Orlando FL, 32837 Job Number: N333522 Ply. 1 SEON. 1598 / T47 / COMN Cust: R R8975 JRef• 1 WaM89750172 VARIOUS ,9A619A7 ,258SE/258MA/25STA ,RAO 1 Qty: 1 FROM: RDG DrwNo. 122.18.1549.22722 Truss Label: D2 KM / WHK 05/02/2018 7'10" 15'8" r 7'10" + 7'10" a H0510 C 15'8" 7'10" 7110" 1 7'10" 151" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pt in PSF) Defl/CSI Criteria TCLL: 20.00 Wind Std, ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# TCDL 17.00 Speed. 150 mph Pf NA Ce: NA VERT(LL)- 0.011 E 999 360 BCLL: 0.00 Enclosure Closed Lu: NA Cs: NA VERT(TL). 0.041 E 999 240 BCDL: 1000 Risk Category: II Snow Duration: NA HORZ(LL)- 0 010 E - Des Ld: 47 00 EXP. C HORZ(TL): 0.020 E Code / Misc CriteriaNCBCLL1000 Mean Height. 22.40 it TCDL: 4.2 psi Creep Factor, 2 0 Soffit 000 BCDL 5 0 list Bldg Code: FBC 6th ed 201 Max TC CSI, 0.878 Load Duration 1 25 MWFRS Parallel Dist: 0 to h/2 TPI Sid. 2014 Max BC CSI: 0 736 Spacing. 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0 134 Loc. from endwall not in 9 00 fl FT/RT.20(0)/10(0) GCpi: 0 18 Plate Type(s), VIEW Ver. 17.02 01A.1115 21WindDuration: 1.60 WAVE, HS Lumber Value Set. 138 (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "'I 3B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design i e•e.e•e.e•.• y4 y J:••GE S c' Q o. 708 1 ot SAT O CoA Qlho',K' ONAL 05/032018 v, m v X Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 849 / 361 / 579 / - /153 14.0 D 765 /315 /494 /- /- /40 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = 1.5 Bearings B 8 D are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - C 448 -1063 C - D 464 -1061 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens. Comp. B - E 838 -294 E - D 838 -294 IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating h ndhng shiupin mt)tallmg,and bracing. , Refer to and follow the latest edition of BCSI ((Building I Safety Information, by TPI an9 S CA) fbr safety ractices prior to performing these functions Installers shall provide tempora BCSI Unless noted olherwise,top chord shall have property attached structural sheathing and bottom hord $hall hav a prope Nrd %,lin . Locations shown for permanent lateral restr8lnt bf webs shall hav brawn nst )tied per BG Is B3, 7 or B1 , e Appy Plates to each face. of truss and position as shown above and on the Joint9details, unless noted otherwise Defer to 60A -Z for standard plate positions. a division of rl vi 1, or for n acceptance any sructure more information not from this drawmg any failure to build the 1 Seal on this drawirlgg or cover pagge , NSthe design shovTn. The suifabllity ALPINENE 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 I Job Number N333522 Ply: I SEQN: 1599 Cust,lWaMO975 VAR OUS 9A6/9A7 ,2 8SE/258MA/258TA ,RA0l I Oty 1 IM-FRORDG / T46 HIPS I Dr / NoB 22 05 8R 2/ 201850172 Truss Label: D3G m 0 e T 7' 8'8" 1'8" io4X6 a4X6 C D 15'8" 7'1"12 1'4"8 7'1"12 1 7'1"12 8'6"4 15'8" 1 Loading Criteria (psq TCLL: 20.00 TCDL: 17.00 BCLL. 000 BCDL: 10.00 Des Ld: 47.00 NCBCLL. 0.00 Wind Criteria Wind Std: ASCE 7.10 Speed: 150 mph Enclosure: Closed Risk Category II EXP: C Mean Height: 22.19 K TCDL: 4.2 psi Snow Criteria (P9,Pf in PSF) Pg: NA Ct: NA CAT. W Pf: NA Ce: NA Lu, NA Cs: NA Snow Duration: NA Code I 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 Std: 2014 Spacing: 24.0 " C&C Dist a. 3.00 If Rep Factors Used No E Min Big Width Req = 1.5 Loc from endwall: NA FT/RT:20(0)/10(0) Max BC CSI: 0.392 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 :T1 2x4 SP #1: Bot chord 2x4 SP 2400f-2.OE Webs 20 SP #3 Lt Wedge 2x4 SP #3::Rt Wedge 20 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Loading 1 hip supports 7-0-0 )acks with no webs. Wind Wind loads and reactions based on MWFRS. Dei11CSl Criteria Maximum Reactions (lbs) PP Deflection in loc Udef! L/# Loc R /U / Rw / Rh / RL VERT(LL): 0 049 G 999 360 B 1445 /616- VERT(TL)' 0 189 G 999 240 E 1445 / 617- HORZ(LL). 0.018 G Wind reactions based on MWFRS HORZ(TL)' 0.045 G B Min Big Width Req = 1.5 Creep Factor 2 0 E Min Big Width Req = 1.5 Max TC CSI 0 887 Bearings B & E are a rigid surface. Max BC CSI: 0.392 W 40 40 Max Web CSI, 0 252 Members not listed have forces less than 375# Maximum Top Chord Forces Per Pty (Ibs) Chords Tens Comp Chords Tens. Comp VIEW Ver: 17.02.01A.1115.21 B - C 962 -2271 D - E 962 -2271 C - D 792 -1936 nor --` H •,,,, 0.708 7 o S T O •Q COAtas._NAI. 05/03/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens. Comp. B - H 1910 -785 G - E 1911 -785 H - G 1936 -792 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - H 660 -194 G - D 645 -186 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating9, hhandlin Shi pin installing and brawn Refer to and follow the latest edition of BCSI ((Building Component Safety Information, by TPI an a SBCA) f r sa Ely ractices prior to perfoTgming these functions. Installers shall provide terhporarY _ bracin Der SCSI Unless noted o herwise,to chord shall have pro attached structural sheaihina and botl2m hord hall hav a pro er attach d ngid cedin .Locations shown forpermanent lateral restraint bf webs shall hav br88unaq Insl811ed pfr BC I sections 133, 7 or tOY as app icarne Appy plates to each face o truss and position as shown above and on tI a JoinfDetails, un ess noted otherwise. Refer to ALPINEdrawings160A -Z for standard plate positions Alppine, a division of ITW B IIdd11n CCompon nts Gray Inc. shill not be respons/tile for any deviation from this dr winq ap failure to build theirUssInnformancewith /iN51 P1 1, Or or handllnSa shipping, Installation and bracing pf 1ruSSeSA eat on this arawlXg Or,Over page, . 2400 Lake Orange DrlistingthisdrawingindicatesacceptanceofpproessionaenineeringresponsibflirrsoleiYYorthedesfnshon. The sui btlity 9 and arse of this drawing for any structure is [he responsibility of the Building DesigrSer pet ANSIITPI 1 S c.2. Suite 150 For more information see this'ob's neral notes a and these web sues: ALPINE: www.al medw.com; TPI: www.t mst.or ,SBCA www sbdndus Com, ICC www iccsale.org Orlando FL, 32837 Job Number N333522 Py 1 SEQN: 1649 / T26 / HIPM Cust. R R8975 JRef 1 WaM89750172 VARIOUS ,9A6I9A7 .258SE/258MA/258TA ,RA01 Qty: 1 FROM. RDG DrwNo. 122.18 1549 21021 Truss Label: L1 KM / WHK 05/02/2018 T t2 i' 9' 14'0"8 15' 9' 5'0"8 11" 111 CT28 =4X4 D 2X4(A1) ' qA4 1113X6 Loading Criteria (pst) Wind Criteria TCLL: 20.00 Wind Std ASCE 7.10 TCDL' 17.00 Speed: 150 mph BCLL: 000 Enclosure, Closed BCDL' 10.00 Risk Category: II Des Ld 47.00 EXP. C Snow Duration. NA Mean Height: 15.00 it NCBCLL. 10 00 TCDL 4 2 psf Soffit 0.00 BCDL: 5 0 psf Load Duration. 1 25 MWFRS Parallel Dist, h/2 to h Spacing 24 0 " C&C Dist a. 3.00 It Max TC CSI- 0.937 Loc. from endwall: not in 9.00 ft TPI Std: 2014 IGCpi: 0.18 Bearings B & F require a seat plate. Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 :T2 2x4 SP #2 N: Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. 15' 9'3"8 9'3"8 4'10"12 14'214'24 9"1 Snow Criteria (Pg,Pf in PSF) Deff/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Loc R /U / Rw / Rh / RL /W Pf NA Ce: NA VERT(LL) 0.055 G 999 360 B 772 / 221 / 568 / - /127 /80 Lu. NA Cs: NA VERT(TL). 0 205 G 999 240 E 740 / 213 1451 / - / - /80 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 I Misc Criteria Creep Factor 2 0 E Min Brg Width Req = 1.5 Bldg Code: FBC 6th.ed 201 Max TC CSI- 0.937 Bearings B 8 F are a rigid surface. TPI Std: 2014 I Max BC CSI: 0.899 Bearings B & F require a seat plate. Rep Factors Used Yes Max Web CSI: 0.393 FT/RT:20(0)/10(0) Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens Comp. Chords Tens. Comp. WAVE VIEW Ver: 17 02.01A.1115,21 B - C 390 -1053 C - D 416 -886 o. 708 1 yk • off, SAT O ; Q COA #ONAL eltlw,tgr,wt* 05/03/2018 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 quire extreme care in fabricatin , handling, shinpin installing.and bracin Refer to and follow the latest edition of BCSI (BuildingtSafetyInformation, byY TPI an SBCA) safety ractices prior to performing these functions. Installers shall provide temporary BGSI Unless noted olherwise,top chord shall have property attached structural sheathing and bottom hord shall have a pro erlr Ile ceilin Locations shown for ermanent lateral restraint bf webs shall have bracing installed p r Bcl sections B3, B7 or 10eAppljrDtatestoachfaceotntrussandpositionasshownaboveandontheJoinrDetails, unless noted otherwise. Refer to 60A•Z for standard pPfate positions. n rf 1, or for n racce tante any structure his drpwinq an failure to build the on thi; dri3wiX9 or cover page ie destir n shown. The suitability A ILPNE mfrwrpNMN! 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333522I Ply. 1 I SEON. 1601 / T75 / HIPM I Cust R R8975 JRef• 1 WaM89750172 VARIOUS .9A6/9A7 ,258SE/258MA/258TA ,RA01 Oty: 1 FROM RDG DnvNo: 122.18.1549 19993 Truss Label: L2G KM / WHK 05/02/2018 7' 10'8" 14' 15' 7' 3'8" 3'4" 1' 0110 1III2X4 - 4X8 17 T2 E Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std ASCE 7-10 TCDL, 17.00 Speed: 150 mph BCLL. 0.00 Enclosure: Closed BCDL, 1000 Risk Category: II EXP: C Des Ld 4700 Mean Height: 15 00 ft NCBCLL 0 00 TCDL, 4 2 list Soffit 0.00 BCDL. 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing. 24 0 " C8C Dist a: 3.00 It Plate Type(s): Loc from endwall: NA WAVE GCpr 0.18 Wind Duration: 1 60 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 :T2 20 SP 92 N: Bot chord 20 SP #1 Webs 20 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Loading 1 hip supports 7.0-0 jacks with no webs Left side Lacks 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. IMPORTANT** FURNISH THIS any 15' 7'1"12 7'1"12 3'6"4 10'8" Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg NA Ct: NA CAT, NA PP Deflection in loc Udell U# Pf NA Ce NA VERT(LL) 0.060 1 999 360 Lu: NA Cs: NA VERT(TL). 0.225 1 999 240 Snow Duration. NA HORZ(LL) 0.016 G - HORZ(TL): 0.038 G Code I Misc Criteria Creep Factor 2 0 Bldg Code. FBC 61h.ed 201 Max TC CSI 0 730 TPI Std' 2014 Max BC CSI: 0.642 Rep Factors Used No Max Web CSI: 0.855 FT/RT 20(0)/10(0) Plate Type(s): WAVE VIEW Ver: 17.02. 01 A. 1115.21 trl 0.7108 1 o S T O •: sSIONALcoAa 0" OM1 N., 05/03/2018 3'6"4 14'2"4 4' 1_5 Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL /W B 1283 /394 /- /- /- /80 F 1614 /472 /- /- /- /80 Wind reactions based on MWFRS B Min Brg Width Req = 15 F Min Brg Width Req = 19 Bearings B 8 G are a rigid surface Bearings B & G require a seat plate Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - C 828 - 2782 D - E 557 -1901 C -D 557 -1901 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-1 2572 -750 I - H 2619 -757 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens. Comp. C-1 775 -111 H - E 2245 -657 C - H 238 -855 E - G 483 -1472 D - H 326 -637 ALL CONTRACTORS INCLUDING THE INSTALLERS mstallmg and bracin Refer to and follow the latest edition of BCSI (Building racticesrryprior to performing these functtiions Installers shall provide temporary estrepnt biwabs shstructuralllhavurbrsaGnath^sl@fled pott2rrl osreetions B3V B7 orrr Oy as shown abbove and on tfte Joint9Deta ls, unfesss noted otherwise Refer to failure to build the I or cover pa e n. The sui bility ALPINE mnwo 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333522 Ply. 1 SEON. 1602 / T23 / HIPM I Cust- RR8975 JRef: 1WaM89750172 VARIOUS ,9A6/9A7 .258SE/258MA/258TA ,RA01 Qty: 1 FROM RDG Dnallo: 122.18.1549 22271 Truss Label: H1G I I KM / WHK 05/02/2018 T10'10'7 1 7' 3'10"7 l C6 T2 1112XD4 12 6 p v B Pi y3 A F E 7'5"11 3'4"13 1_ 7'1"12 3'8"11 i1 7'1"12 + 10'10"7 , Loading Criteria (psf) Wind Criteria TCLL* 20.00 Wind Sld ASCE 7-10 TCDL 1700 Speed: 150 mph BCLL.0.00 Enclosure Closed BCDL. 10.00 Risk CategoryII EXP C Des Ld: 47.00 Mean Height: 15.00 it NCBCLL. 0.00 TCDL, 4.2 psf Soffit 0.00 BCDL 5 0 psf Load Duration: 1 25 MWFRS Parallel Dist 0 to h/2 Spacing: 24.0 " C&C Dist a. 3.00 it Loc from endwall: NA GCpi: 0.18 WAVEWindDuration: 1.60 Lumber Value Set. 13B (Effective 6/1/2013) Top chord 2x4 SP #1 :T2 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. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg NA Cl* NA CAT: NA PP Deflection in loc Udell U# Pf NA Ce, NA VERT(LL): 0.020 F 999 360 Lu: NA Cs: NA VERT(TL). 0 076 F 999 240 Snow Duration- NA HORZ(LL): 0.012 F - - HORZ(TL). 0.030 F Code / Misc Criteria Creep Factor, 2.0 Bldg Code FBC 6th ed 201 Max TC CSI: 0.805 TPI Std. 2014 Max BC CSI: 0.681 Rep Factors Used, No Max Web CSI: 0.181 FT/RT•20(0)/10(0) Plate Type(s). VIEW Ver 17.02.01A.1115.21WAVE SF i o. 708 1 o :• SAT O G' NALcoAaOtSeggrw0weM 05/03/2018 Maximum Reactions (lbs) Loc R / U / Rw / Rh / RL / W B 572 /198 I- /- /- /8.0 F 995 /224 / - / • / • /11.3 E 611 /207 I- /- /• /5.7 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 F Min Brg Width Req = 1 5 E Min Brg Width Req = 1.5 Bearings B, F, & E are a rigid surface. Bearings B & F require a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply Jibs) Chords Tens.Comp B - C 179 -449 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS qquire extreme Care in fa ricatin9 h ndlin shin in installing and bracin . Refer to and follow the latest edition of BCSI (Buildinggg if Safety Information, by TPI ana'S CA) f F safelpy iadices prior to performing these functions. Installers shall provide temporary BCSI., Unless noted o erwlge,top chord shall have proD_erly attached structural sheathing and bori2m hord shall have a pro -Bayidceilin . Locations shown for ermanent lateral restraint bf webs shall hav braecingp installed p r BCI sections Q3, 87 or t 0YRe. Apply Dtates to each face o truss and position as shown above and on t le JoinfDetalls, unless noted otherwise. Refer to 60A -Z for standard plate positrons. shall any from this dr wing an failure to build the iceal on th; drawiXq orcoverpage or tjhe desj9n shown. The suitability www tpinst.org; 58CA. www sbanduslry com. ICC www A IPLNE mrrwc n 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 Job Number: N333522 Ply- 1 SEON: 1603 / T53 / VAL Cust. R R8975 JRel: 1 WaM89750172 VARIOUS .9A6/9A7 •258SE/258MA/258TA ,RA01 Qty: 1 FROM. PFH DrwNo: 122.18.1549.22425 Truss Label: V3 KM / WHK 05/02/2018 1-10-8 + 6' + 1011,18 + 12 1'10"8 4'1"8 4'1"8 1'10"8 12 6 =04 4X4 1112X4 =-4X4(Dl) 21YA/119\ B C D Loading Criteria (psq Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 1700 Speed: 150 mph BCLL, 0.00 Enclosure, Closed BCDL. 10.00 Risk Category. II Des Ld: 4700 EXP: C Creep Factor. 2 0 Mean Height: 22.39 R NCBCLL 10.00 TCDL 4.2 psf Soffit: 0.00 BCDL 5 0 psf Load Duration: 1 25 MWFRS Parallel Dist- h to 2h Spacing: 24 0 " C&C Dist a- 3.00 it Loc from endwall not in 9 00 it GCpi: 0.18 Wind Duration 1 60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design Additional Notes Valley truss connection to truss below shall be designed and furnished by others a 6' 6' Snow Criteria (P9,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf NA Ce: NA Lu* NA Cs- NA Snow Duration- NA Code / Misc Criteria Bldg Code: FBC 6th ed 201 TPI Std: 2014 Rep Factors Used, Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE WARNING" READ AND FOLLOW IMPORTANT" FURNISH THIS DRAWING TO A any and as 12' 6' 12' Defl/CSI Criteria Maximum Reactions (lbs), or •=PLF PP Deflection in loc Uden U# Loc R /U / Rw / Rh / RL /W VERT(LL) 0.001 H 999 360 I- 98 /31 /54 /. /2 1144 VERT(TL)- 0 003 H 999 240 Wind reactions based on MWFRS HORZ(LL): -0.000 F - I Min Big Width Req = - HORZ( L): 0.001 F Bearing A is a rigid surface. Creep Factor. 2 0 Max TC CSI 0.337 Members not listed have forces less than 375# Max BC CSI: 0.117 Maximum Web Forces Per Ply (Ibs) Max Web CSI, 0.074 Webs Tens.Comp. C - G 248 -400 VIEW Ver: 17.02.01A.111521 05/03/2018 INCLUDING THE INSTALLERS i , Refer to and follow the latest edition of SCSI (Building ning these functions. Installers shall provide temporary Ictural sheathing and bottun hord shall have a properyy lave bracing ins alled p r BC I sections Q3, B7 or 910, n the aoinQDetails, unless notetl otherwise. Refer to from this drawinsl ally failure to build the 1 Seal on this dr8wirfq or cover pagge , design 2hoWn. The suitability ALPINENE MffWC 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333522 I Ply: 1I SEON 1604 / T44 / VAL Cust. R R8975 JRef' 1 WaM89750172 VARIOUS .9A6/9A7 ,258SE/258MA/258TA ,RA01 Oly. 1 FROM: PFH DrwNo: 122.18.1549.20288 Truss Label: V2 KM / WHK 05/02/2018 Loading Criteria (psf) TCLL. 20.00 TCDL 1700 SCLL: 000 BCDL: 10.00 Des Ld. 47.00 NCBCLL' 10.00 Soffit 0.00 Load Duration 1.25 Spacing: 24.0 " 1110"8 6'1"8 1 8' 1'10"8 4'3" 1110"8 12 6 L,'- ;4X6 =4X6 A4X4(D1) B C=4X4(D1) D G F E 1112X4 1112X4 Wind Criteria Wind Std: ASCE 7.10 Speed: 150 mph Enclosure* Closed Risk Category: II EXP, C Mean Height 23 39 It TCDL: 4.2 psi BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a' 3 00 tt Loc. from endwall: not in 9 00 ft GCpi: 0 18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 20 SP #2 N Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Valley truss connection to truss below shall be designed and furnished by others Snow Criteria (Pg,Pf in PSF) Pg' NA Ct' NA CAT: W PC 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 8' 81 8' DeflICSI Criteria PP Deflection in loc UdeO U# VERT(LL) 0.001 F 999 360 VERT(fL): 0.003 F 999 240 HORZ(LL): -0.000 E - - HORZ(fL):0001 E Creep Factor: 2.0 Max TC CSP 0.463 Max BC CSI. 0.117 Max Web CSI, 0.058 VIEW Ver. 17.02.01A 1115 21 0.708 1 ot• SAT O ; QG/ roc ••...,, •• co %v z r pNAl. N ,'' 05/03/2018 Maximum Reactions (lbs), or'=PLF Loc R /U /Rw /Rh /RL /W G' 97 /26 /53 /- /2 /960 Wind reactions based on MWFRS G Min Brg Width Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care In fabricatinS h ndlingg shi ping in$talling,and bracing. , Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, byY TTPI an 'S CA) for salpety practices prior to performing these functions Installers shall provide terhporary _ bracin per BCSt., Unless noted otherwise,top chord shall have pro attached structural sheathing and bottom hord ghall have a pro 2eir yattachdnidceillnLocationsshownforermanentlateralrestraintb1wbsshallhavebracininstalledprBclsecoons133, 137 or 810, as app icaGte. App1Qy pplates to each face o?lruss and position as shown a ove and on the Jointi9Details, unn( ess noted otherwise. Refer to ALPINEdrawings160A -Z for standard plate positions. Alpine, a divAt% ion of ITW B itdln omponsnts Groyp Inc shall not be responsible for any deviation from this Brewin anv failure to build the ., twppwq, truss in cpnman q with ANSI PI 1por for hanGdnlinSL shipping, mstallabonq nd bracing Qf,trussesA eal on this dr8willg or cover page , , 2400 Lake Orange Dr. listing thiswin In'td a es acce lance of ro ess ona en ineerin esponsiblllttyv sole or the desi n shown. The sui bflity Suite t 50and ise ois yawing for any s ructure fs a responsibility of the wilding DesigiSer pe ANSIRPI 1 S c.2. For more mlormabon see tins ob's eneral notes a e and these web sites: ALPINE: www al ineitw com, TPI www t mst or . SBCA: www.sbundust ram. ICC www Imsare CFO Orlando FL. 32837 Job Number N333522 Ply. 1 SEON. 1605 / T56 / VALCusl: R R8975 JRef. 1 WaM89750172 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RA01 Oty. 1 FROM: PFH D.No 122 18 1549.22366 Truss Label: Vt KM / WHK 05/02/2018 1'10"84' r 1,10„8 ' 2,1..8 12 12 6 F71- Q 5.62 4X4=4X4(D1) T A 4X4(D1) B Cv 1 D 4' 4' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT. NA PP Deflection in loc Udell U# TCDL' 17.00 Speed 150 mph Pf: NA Ce: NA VERT(LL): 0.005 999 360 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.017 999 240 BCDL: 1000 Risk Category. II Snow Duration. NA HORZ(LL) -0 002 - Des Ld. 4700 EXP: C HORZ(TL) 0.004 NCBCLL: 10.00 Mean Height. 24.39 It Code / Misc Criteria Creep Factor: 2.0TCDL: 4.2 list Soffit: 000 BCDL: 5.0 psi Bldg Code: FBC 6th ed 201 Max TC CSI: 0 097 Load Duration: 1 25 MWFRS Parallel Dist: h to 2h TPI Std: 2014 Max BC CSI: 0.141 Spacing: 24 0 ” C&C Dist a* 3 00 it Rep Factors Used: Yes Max Web CSI: 0 000 Loc. from endwall: not in 9 00 K FT/RT.20(0)/10(0) GCpi 0.18 Plate Type(s): Wind Duration 1 60 WAVE VIEW Ver: 17.02.01A.1115.21 Lumber Value Set, 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "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. ptplrinlrppgr e y'•'= G Sic •• C ` 0.708 1 SAT O co Maximum Reactions (lbs), or •=PLF Loc R /U /Rw /Rh /RL /W D' 97 /11 /50 /- /5 /480 Wind reactions based on MWFRS D Min Brg Width Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# 05/03/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Tqauire extreme care in fa ricatin handling shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (BuildignSfeyInformation, by TPI an'S CA) ri5 safety pracbces prior to performing these functions Installers shall provide temporary BSI Unless noted oiherwise,top chord shall have pro2erlyy attached structural sheathingg and bottomr hord shall have a proper y id cedm ovations shown for ermanent lateral restraint Of webs shall have braacin installed p r BCI Is B3, B7 or 810, e _ Appy plates to each face_ ofPtruss and positron as shown above and on the Joint9Details, un ess noted otherwise. Refer to for any failure to build the 1 or cover pa e n. The sut bility ALPINE r" wn 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333522 I Ply 1 SEON. 1606 / T41 /MONO Cusl. R R8975 JRef: 1 WaM89750172 VARIOUS ,9A6/9A7 ,258SE/258MA1258TA ,RA01 Oly' 1 FROM• RDG DrwNo. 122.18.1549.22113 Truss Label: MG1 I I KM / WHK 05/02/2018 4 T ero 1 7' 4'10" 2'2" r 4,10„ '' 7. -il Loading Criteria (psr) Wind Criteria TCLL: 2000 Wind Std ASCE 7-10 TCDL: 17.00 Speed: 150 mph BCLL, 000 Enclosure: Closed BCDL. 1000 Risk Category, II VERT(TL): 0.044 D 999 240 EXP. C Des Ld: 47.00 Mean Height: 22.44 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 0.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing, 24 0 " C&C Dist a 3 00 ft Max TC CSI: 0.773 Loc. from endwall: not in 144 00 TPI Std: 2014 GCpi. 0.18 Wind Duration, 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bol chord 2x6 SP SS Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Dur.Fac.=1 25 / Plate Dur.Fac.=1.25) TC: From 78 plf at 0.00 to 78 plf at 7.00 BC From 10 plf at 0.00 to 10 plf at 7.00 BC: 765 lb Conc. Load at 1 40, 3.40, 5.40 Wind Wind loads and reactions based on MWFRS Right end vertical not exposed to wind pressure Snow Criteria (Pg,PI in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg* NA Ct: NA CAT. NA PP Deflection in loc Udell U# Loc R /U / Rw / Rh / RL Pf NA Ce: NA VERT(LL)- 0 012 D 999 360 A 1521 / 499 /- Lu: NA Cs: NA VERT(TL): 0.044 D 999 240 C 1389 / 460 /- Snow Duration: NA HORZ(LL): -0.009 D - Wind reactions based on MWFRS HORZ(TL): 0.021 D A Min Brg Width Req = 1.8 Code I Misc Criteria Creep Factor: 2 0 C Min Brg Width Req = - Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.773 Bearing A is a rigid surface TPI Std: 2014 Max BC CSI. 0 586 4.0 Rep Factors Used: Yes Max Web CSI 0.783 Members not listed have forces less than 375# FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp Plate Type(s): WAVE VIEW Ver: 17.02.01A.1115.21 A - B 433 -1319 P •• ••••: ''iGSF •• t 10 o. 708 1 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 I,,t s WO:Q = e 4r pF Cco 'A ONAI. N r rrfM twt 0 i/03/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabncatin9g, h ndling9 shiupin , installing_and bracin Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SVON, safety Nctices pnor to performing these functions Installers shall provide tempora,% bracin per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottorl hord shall have a prop1attach . riggid ceilin Locations shown for ermanent lataral restraint bf webs shall hay braacinq installed r BC I sections P3, B7 or B10Y as app icalfle. Appy satat s to each face a truss and position as shown above and on t e Joint Details, un ess noted otherwise Refer to ALPINEdrawings16OA-Z for sla i and plate positions. Alpino, a division of ITW B itdd11'ngC omponQntS Grqup Ins shall not be re ponsiple for any deviation from this dr0wing any failure to build the ,,,,, mM, r, truss in nformanCR with AN51/TPI 1, or for handlufg shipping, installatidn and bracing of trussesA seal on this dr8wing or cover page , , 2400 Lake Orange Dr. it tin this drawing indicates acceptance of proTessionar en ineenn responsibility sole v for the deshown. The suit3billty and Ose of this drawing for any structure is the responstbilttyof the Building Desigrier pe/ANSI/TPI 11142.2. Suite t50 For more mlormabon see this loWs general notes page and these web sites ALPINE www al meitw com: TPI: wwwApmstora. SBCA: vwowsbcindustry.com. ICC www ogrigo a org_ _ Orlando FL. 32837 Job Number. N333522 Ply. 1 SEON• 1607 / T12 / VAL I Cust: RR8975 JRef. 1~46750172 VARIOUS .9A6/9A7 ,258SE/258MA/258TA ,RA01 Oty. 2 FROKPFH DrwNo: 122.18.1549.22613 Truss Label: MV2 KM / WHK 05/02/2018 Loading Criteria (psr) Wind Criteria TCLL: 20.00 Wind Std, ASCE 7.10 TCDL: 1700 Speed: 150 mph BCLL: 0.00 Enclosure: Closed BCDL: 1000 Risk Category- II VERT(LL): NA EXP- C Des Ld: 47.00 Mean Height. 22 56 R NCBCLL 10.00 TCDL 4 2 psf Soffit: 0.00 BCDL: 5.0 psf Load Duration: 1 25 MWFRS Parallel Dist. 0 to h/2 Spacing: 24.0 " C&C Dist a' 3 00 ft Creep Factor: 2.0 Loc. from endwall• not in 9.00 it Bldg Code: FBC 6th.ed 201 GCpi. 0.18 Members not listed have forces less than 375# Wind Duration 160 Lumber Value Set. 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "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. WARNING" READ IMPORTANT'• FURNISH THIS C a division of I w 1, or for r acceptance any structure 3'6"12 4' 3'6"12 5"4 Maximum Reactions (lbs), or'=PLF 1112X48 C12 6 A I 4X4(D1) Li I 1 DF VERT(LL): NA Lu NA Cs: NA E Wind reactions based on MWFRS 1113X6 4' 3'6"12 5"4 3'612 4' Snow Criteria (Pg,Pr in PSF) Defl/CSI Criteria Maximum Reactions (lbs), or'=PLF Pg. NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R /U / Rw / Rh / RL /W F• 97 /33 /67 / • /21 148.0Pf: NA Ce: NA VERT(LL): NA Lu NA Cs: NA VERT(TL) NA Wind reactions based on MWFRS Snow Duration NA HORZ(LL). 0.004 E F Min Brg Width Req = - HORZ(TL): 0 009 E Bearing A is a rigid surface. Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 6th.ed 201 Max TC CSI 0 198 Members not listed have forces less than 375# TPI Std, 2014 Max BC CSI. 0.164 Rep Factors Used: Yes Max Web CSP 0.083 FT/RT:20(0)/10(0) Plate Type(s)- VIEW Ver: 17.02.01A.1115.21WAVE 05/03/2018 INCLUDING THE INSTALLERS installing and bracin Refer to and follow the latest edition of BCSI (Building aclices prior to perfoPming these functions. Installers shall provide tehlporary properly attached structural sheathing and bottorl hord shall hav a properly straint bf webs shall hav braGnn nslalled p r BG I sections 83, 7 or 610, as shown above and on tI a Joinf details, unless noted otherwise Refer to ALPINE not be responsible for any deviation from this dr wind ap failure to build the Wnwo,,, Ninstpllati ,nand bracinq of trussesA teal on th g dr8wi g or cover pa e , 2400 Lake Orange Dr. n meenng responsibilittyv sole)yv or the design shown. The suitability bilit9l of the building Desigrfer perANSlfrPI 1 Sec.2. Suite 150 LPINE• www al meetw.com; TPI: www.t Inst org; SBCA: www.sbtindus .com• ICC: www.rccsafe org Orlando FL, 32837 IJob Number: N333522 Ply. ISEON. ef VAR OUS 9A6/9A7 .Z 8SE/28MA/258TA ,RA01 I Oly 2 I FROM. FOH / T11 / VAL I Dr No/ R 22 615 9. 223209850172 Truss Label: MVI 12 6 F,--- B A 4X4(D1) I ' 2' Q 04 Loading Criteria (psr) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefI1CS1 Criteria Maximum Reactions (lbs), or'=PLF TCLL' 20.00 Wind Std: ASCE 7-10 Pg NA Ct: NA CAT, NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL 1W 97 / 16 160 / - / 12 / 24.0TCDL1700Speed150mphPf* NA Ce, NA VERT(LL). 0 007 B 999 360 BCLL. 0.00 Enclosure, Closed Lu' NA Cs: NA VERT(TL): 0 027 B 999 240RL W) Wind reactions based on MWFRS BCDL 10.00 Risk Category. II Snow Duration- NA HORZ(LL). 0.003 B - - D Min Brg Width Req = - Des Ld: 47 EXP: C. 00 HORZ(TL) 0 007 B - Bearing A is a rigid surface. Code1 Misc CriteriaNCBCLL10.00 Mean Height 23.06 it TCDL: 4.2 psi CreepFactor 2.0 Soffit: 0.00 TCDL: 5.0 listBldg Code: FBC 6th.ed 201 Max TC CSI: 0.057 Members not listed have forces less than 375# Load Duration 1 25 MWFRS Parallel Dist. h/2 to h TPI Std: 2014 Max BC CSI. 0.132 Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used. Yes Max Web CSI: 0.000 Loc. from endwall: not in 9.00 it FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s)- VIEW Ver: 17.02.01A.1115.21WindDuration160WAVE Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "i 3B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Valley truss connection to truss below shall be designed and furnished by others . i, PeG .s k,Qc i F o. 7,08 1 s / ot S T O : Q, F co Z--;i0NAI. EN 1*11A amMolwl' 05/03/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS ORAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shi pin in*talling,and bracing.. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI ana SBCA) f) safetyshipping, prior to performing these functions. Installers shall provide temporarybracinDerBCS!. Unless noted otherwise,top chord shall have properly attached structural sheathing and botlCn hord *hall hav a proper y attach d rigid ceilin Locations shown for ermanent lateral restraint of w bs shall hav bracing Installed p r BCI s6ctlons B3, 7 or 810, as app Icarne. Apply plats to each face ofatruss and position as shown a ove and on t ie JolnrDetails, unless noted otherwise. Refer to ALPINEdrawings160A -Z for s an and plate positions. Alpint;, a division of ITW BUild11ng CCompon ntS Grqup Inc. shall not be regonsiple for any deviation from this dr win ally failure to build theI= In cpnf rmance with uN51 gP1 1, or or handllrfq, shipping, Instpllati0n and bracing if,trussesA seal on th s dr winq or cover page , , 2400 Lake Orange Dr. listing this Srawin indicates acceptance of proTessionar en ine ring responslbiIi sole) for the desi n shown. The sui billtyandfiseofthis iawing for any structure is me responsibilitf of the I ullding Desigrfer peIYANSIITPI 1 %c.2. Suite 150 For more information see thisjob's peneral notes page and these web sites: ALPINE www.el meow com; TPI: www.t msl.or ; SBCA www.sbcindus com; ICC, www owsale.org Orlando FL, 32837 Job Number: N333522 Py 1 SEON. 1609 / T22 / EJAC Cust: R R8975 JRef: 1 WaM89750172 VARIOUS ,9A619A7 ,258SE/258MA/258TA ,RA01 Qty: 7 FROM: RDG DrwNo, 122.18 1549 22505 Truss Label: EJ7 I KM / WHK 05/02/2018 C 12 6 M TCLL: 20.00 O_ t1Y TCDL 1700 M BCLL: 0.00 Enclosure, Closed BCDL: 1000 Risk Category, II V B A D Loading Criteria (psr) Wind Criteria TCLL: 20.00 Wind Std ASCE 7.10 TCDL 1700 Speed: 150 mph BCLL: 0.00 Enclosure, Closed BCDL: 1000 Risk Category, II Des Ld 47.00DesD EXP: C Mean Height: 15.00 ft 10.00 TCDL: 4.2 psi 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 4.50 it GCpi: 0.18 VIEW Ver: 17.02 01A.1115 21WindDuration1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "138" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (3) 0.131"x3.0", min. toe -nails at top chord Provide (2) 0.131"x3.0", min toe -nails at bottom chord 7' 7' Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct NA CAT: NA PP Deflection in loc Udell U# Pf: NA Ce: NA VERT(LL): NA Lu' NA Cs: NA VERT(TL): NA Snow Duration. NA HORZ(LL): 0 017 D HORZ(TL) 0 040 D Code I Misc Criteria Creep Factor: 2.0 Bldg Code FBC 61h ed 201 Max TC CSI. 0 956 TPI Std 2014 Max BC CSI: 0.602 Rep Factors Used. Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Plate Type(s): WAVE VIEW Ver: 17.02 01A.1115 21 1 O : a nl y • acs •••...,,...••• 6S%NALCOA #0 S'Nro,'Was 05/03/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS to Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 436 / 94 /349 / - /152 /8.0 D 136 /13 /106 /- /- /1.5 C 237 /113 /153 /- /• /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1 5 D Min Brg Width Req = - C Min Brg Width Req = - Bearrng B is a rigid surface. Bearing B requires a seat plate Members not listed have forces less than 375# of bon as shown aoove ano on the Joinroetaits, unless noteo otherwise. Refer to shall not be respoonsible for any deviation from this drawing an failure to build the ppmg, mstallabon and bracing of l russesA Seal on thig dr3wi q or cover pageonafengineeringresponsib!liN solei or the desr n sho T. The suitability onsibility of the Building Desrgrier perYANSIIfPI 1 S c.2. 1411611,1, ALPINE mmvao.,rwx 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: N333522I Ply. 1 I SEON. 1647 / T40 / EJAC I Cust R R8975 JRef, 1 WaM89750172 VARIOUS ,9A6I9A7 ,258SE/258MA/258TA ,RA01 Oily 10 FROM RDG DrwNo: 122 18.1549.21349 Truss Label: EJ7A FV / WHK 05/02/2018 C Loading Criteria (psq Wind Criteria TCLL: 2000 Wind Std ASCE 7.10 TCDL: 1700 Speed: 150 mph BCLL: 0.00 Enclosure: Closed BCDL. 1000 Risk Category: II Des Ld: 4700 EXP: C Code I Misc Criteria Mean Height: 22.19 it NCBCLL: 10.00 TCDL 4.2 psf Soffit: 0.00 BCDL 5 0 psf Load Duration. 1 25 MWFRS Parallel Dist 0 to h/2 Spacing: 24 0 " C&C Dist a: 3.00 ft Plate Type(s) Loc from endwall not in 4.50 it WAVE GCpi 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 20 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 toenails at bottom chord. r Snow Criteria (Pg.Pr in PSF) Defl/CSI Criteria Pg* NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Pf: NA Ce NA VERT(LL) NA Lu: NA Cs, NA VERT(TL): NA Snow Duration. NA HORZ(LL): -0.014 C HORZ(TL) 0.028 D Code I Misc Criteria Creep Factor 2.0 Bldg Code: FBC 6th.ed 201 Max TC CSI 0.750 TPI Sid: 2014 Max BC CSI 0.596 Rep Factors Used Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Plate Type(s) WAVE VIEW Ver: 17.02 01A.1115.21 H 0.708 1 ' a't• SAT O 9l0 A-, G COA #ff/ONAL o.mar w' 05/03/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 432 /138 / 344 / - /200 140 D 136 /14 /104 /- /- /1.5 C 250 /170 /150 /• /- /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 fabricatin h ndlin shi pin installing and bracing Refer to and follow the latest edition of BCSI (Build!nComponentSafetyInformation, MPI an'S CA) f r safely Iactices prior to performing these functions. Installers shall provide temporanrq braCin p@r BCSt. Unless noted otnenvlse,top chord shall have prrierly attached structural sheathing and bottom chord shall have a pro[er1yattachdngidceilmLocationsshownforermanentlalgralrestraintbfwebsshallhavbrawninstalledprBCSIsecllons133, 67 or 810, as app icaGle. Appy Dlaltc to each lace of truss and position as shown above and on tI a Joini9Details, unless noted otherwise. Refer to ALPINEdrawings160A -Z for standard plate positions. Alpine, a division of ITW Bt ild'ng CComponpnts Grpup In shall not be responsiple for any deviation from this dr wing arty failure to build the truss In conformance with AN IrlP1 1, or for handItrf shiDpin9, Instpllatlon and bracing of trussesA teal on th; dr Vi or cover pagge 2400 Lake Orange Dr. listing this drawing indicattes acceptance o1 proTessionar en rneering responslbilrtt v soleior the desl n shovTn, The suiTability 9 and se of this drawing for any structure is the responsibility of the Building DesigrSer pePANSIITPI 113c.2. Suite 150 For more information see this job's general notes page and these web sites: ALPINE: www.algmeitw corn: TPI: www teinst oro. SBCA: www sbandnsw — irr www irr_aar• nm Orlando FL, 32837 Job Number: N333522 Ply. 1 SEON, 1612 / T68 / EJAC Cusl. RR8975 JRef: 1WaM89750172 VARIOUS .9A6/9A7 ,258SE/258MA/258TA ,RA01 Oty 5 FROM RDG DrwNo 122 18 1549.20086 Truss Label: EJ7S I I I KM / WHK 05/02/2018 6'8 B 4X4(131) C 7' 7' Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Dell/CSI Criteria Maximum Reactions (Ibs) TCLL: 20.00 Wind Std' ASCE 7.10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R /U / Rw / Rh / RL /W A 347 / 93 /255 / - /176 / - TCDL 1700 Speed: 150 mph Fit: NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure' Closed Lu: NA Cs NA VERT(TL): NA C 137 /16 /107 / - / • /15 BCDL' 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.015 B B 254 /174 /154 / - / - /1.5 Des Ld: 47.00 EXP C HORZ( L): 0 030 C Wind reactions based on MWFRS Code I Misc CriteriaNCBCLL: 1000 Mean Height: 22.44 it TCDL. 4 2 psi Creep Factor. 2 0 A Min Brg Width Req = - Soffit: 0.00 BCDL' 5 0 sfp Bldg Code: FBC 6th ed 201 Max TC CSI. 0 777 C Min Bi Width Reg q = Load Duration 1 25 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.606 B Min Brg Width Req = - S 24 0 " Rep Factors Used' Yes Kiln r Won rcl n nnnpacing. C&C Dist a. 3.00 H Loc from endwall: not in 4.50 it FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): Wind Duration' 1.60 WAVE Lumber Value Set' 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #2 N Lumber value set "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 VIEW Ver, 17 02.01A 1115 21 SAT O NA0, 0 05/03/2018 Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS russes require extreme care in fabricating, handling, shi pin installing.and bracing • Refer to and follow the latest edition of BCSI (BuildingomponengtSafetyInformation, byv TPI and SBCA) roe sai°ety pgractices pnor to performing these functions. Installers shall provide terhporarY bracin Ger BCSI _ Unless noted olherwise,top chord shall have properly attached structural shgathin and bots% hord Shall hav a pro en attach cl rissid ceilin Locations shown for ermaneni lateral restraint bf webs shall have br8un ins lled p r Bc l secoons 133, 7 or 10yasappicabte. Apgp y plates to each face, of ttruss and position as shown above and on the Joint9Details, un ess not otherwise Refer to ALPINEdrawings160A -Z IOr standard plate positions Alpire, a division of ITW Buitdd11n Components Grpup In shall not be respons/ple for any deviation from this dr8win any failure to build the ,,,,, I In cgnformance with uN51 aPl 1, or for handlirfcl shiDpinp, Installati pn and bracln9 of trussesA eal on thi dr wirl9 or cover papa 2400 Lake Orange Dr. listin this drawin indicates acceptance of p ogessponal en sneering res onslbilittyv sole)y or the desgn shown. The sus q bilianduseofthis rawing for any structure is the responsibilit of the building Desigrfer pe yANSIITPI ry Suite 150 For more inlormation see sins ob's eneral notes a e entl Nese web sues• ALPINE: www al 'neew.com; TPI. www. msi.or ;SBCA: www.sbrindus .coin• ICC' www.¢rsale-01`9 Orlando FL, 32837 Job Number: N333522 ply. i SEON* 1613 VAR OUS 9A6/9A7 ,258SE/258MA1258TA ,RA01 I Oty. 5 I FROM• RDG / T54 / EJAC I SN No D22 18.15 9 2/ 201850172 TrussLabel: EJ2 lT i 12 C 4X4(61) n 0 f) r e WARNING" READ AND FOL IMPORTANT" FURNISH THIS DRAWING M r Maximum Reactions (lbs) Loc R /U /Rw /Rh /RL /W B 200 /71 /178 I- /68 /4.0 D 33 /3 /27 /- /- /15 C 47 /36 /20 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing 8 is a rigid surface. Members not listed have forces less than 375# INCLUDING THE INSTALLERS Refer to and follow the latest edition of BCSI (Buildingningthesefunctions. Installers shall provide temporary Ictural sheathing9 and bottomr hord shall haw a properly iav braae np Installed p r BG I sections B3,7 or 870 n 1 1e JoinrDetalls, unless noted otherwise Refer to a division of ITW Buildl1n% Fo-pontg0,.nTS,Pp-n sGrOUD InC shallnolure tobuild the conformance with ANSI1,r hdunhg,Installation and bracing of trussesA Seal on this dr8wlng orcoverpagge, isdraing indicatesepnfpproessionar en sneering responsibilittyv solei for the desi n shownThe suitabilityofthisdrawingforstcreIsIIieesPonstbflit of theBuilding Desigffer peryANS1ITPl 1 S$c.2. Information see this lob's General notes D80e and these web Sites ALPINE, www al0ineihv earn- TPI- www tninit ern Sera www ch,!nh,!-1-- ten.,. trr .—M ALPINE reiitwrGawx 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 110"8 1, 1110,18 Loading Criteria (psr) Wind Criteria Snow Criteria (Pg,PI in PSF) Defl/CSI Criteria TCLL* 2000 Wind Std: ASCE 7.10 Pg: NA Ct: NA CAT- NA PP Deflection in loc Udell U# TCDL: 17.00 Speed. 150 mph Pf: NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs NA VERT(fL): NA BCDL: 1000 Risk Category. II Snow Duration. NA HORZ(LL): -0.000 C Des Ld 4700 EXP. C Mean Height 20 91 ft HORZ( L). 0 000 C NCBCLL: 10.00 TCDL: 4.2 psf Code / Misc Criteria Creep Factor: 2.0 Soffit: 0.00 BCDL: 5.0 psf Bldg Code: FBC 61h.ed 201 Max TC CSI: 0 183 Load Duration. 1 25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.031 Spacing 24 0 " C&C Dist a, 3.00 It Rep Factors Used: Yes Max Web CSI: 0 000 Loc from endwall: Any FT/RT:20(0)/10(0) GCpr 0 18 Plate Type(s): VIEW Vier. 17 02.01A.1115.21WindDuration. 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 "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 p1111Q lIrIrI1prrlr! 0.708 1 SATt q o COA 40 ,yO Asw 1 05/03/2018 WARNING" READ AND FOL IMPORTANT" FURNISH THIS DRAWING M r Maximum Reactions (lbs) Loc R /U /Rw /Rh /RL /W B 200 /71 /178 I- /68 /4.0 D 33 /3 /27 /- /- /15 C 47 /36 /20 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing 8 is a rigid surface. Members not listed have forces less than 375# INCLUDING THE INSTALLERS Refer to and follow the latest edition of BCSI (Buildingningthesefunctions. Installers shall provide temporary Ictural sheathing9 and bottomr hord shall haw a properly iav braae np Installed p r BG I sections B3,7 or 870 n 1 1e JoinrDetalls, unless noted otherwise Refer to a division of ITW Buildl1n% Fo-pontg0,.nTS,Pp-n sGrOUD InC shallnolure tobuild the conformance with ANSI1,r hdunhg,Installation and bracing of trussesA Seal on this dr8wlng orcoverpagge, isdraing indicatesepnfpproessionar en sneering responsibilittyv solei for the desi n shownThe suitabilityofthisdrawingforstcreIsIIieesPonstbflit of theBuilding Desigffer peryANS1ITPl 1 S$c.2. Information see this lob's General notes D80e and these web Sites ALPINE, www al0ineihv earn- TPI- www tninit ern Sera www ch,!nh,!-1-- ten.,. trr .—M ALPINE reiitwrGawx 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333522 I Py. 1 I SEON: 1614 / T28 / JACK I Cust. R R8975 JRef: 1 WaM89750172 VARIOUS ,9A6/9A7 ,258SE/258MA1258TA ,RA01 Oty: 9 FROM• HMT DrwNo 122 18.1549.22270 Truss Label: CJ5A KM / WHK 05/02/2018 T 6" 6 1 A Loading Criteria (ps0 TCLL. 2000 TCDL 1700 BCLL: 0.00 BCDL 10.00 Des Ld 47.00 NCBCLL 1000 Wind'Criteria Wind Std. ASCE 7-10 Speed 150 mph Enclosure- Closed Risk Category: II EXP: C Mean Height: 21.67 it Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NI Pf: NA Ce: NA Lu: NA Cs NA Snow Duration: NA Code I Misc Criteria C TCDL: 4.2 psi Wind reactions based on MWFRS Soffit: 0.00 BCDL, 5.0 psf Bldg Code: FBC 6th.ed 201 Load Duration: 1 25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Spacing- 24 0 " C&C Dist a: 3 00 it Rep Factors Used: Yes Loc from endwall: not in 4 50 It 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 20 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 4114 4'11 "4 Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL): NA VERT(TL): NA HORZ(LL): -0.006 C HORZ(TL): 0 010 D Creep Factor: 2.0 Max TC CSI. 0 475 Max BC CSI: 0.298 Max Web CSI 0 000 VIEW Ver, 17 02.01A 1115 21 05/03/2018 I 1 t'7 M Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 334 / 107 / 272 / - /145 /4.0 D 96 /10 /73 /- /- /15 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 hh ndlin9 shl pin , Installing,and bracing. Refer to and follow the latest edict n of SCSI (fBuilding Component Safety Information, by TPI ani SCA) fat safety ractices prior to performing these tunctrons. Installers shaliprovrde terhporar bracin Per BGSI.. Unless noted o erwrse,top chord shall have property attached structural sheathing and bottom chord shall hav a pro eattachdn99idceilmLocationsshownforDermanentlairralrestr8lntbfwebsshallhavbraaunaamslalledpsiBCSIsections133, b7 or 10Y as apprcarne. Apply places to each face of truss and position as shown above and on tPT1e JornfDetarls, unless noted otherwise. Refer to drawings 160A -Z for standard plate positrons. Alpine. a division of ITW Burldino Components GrouD Inc. shall not be responsible for anv deviation from this drawina.anv failure to build the I i -I 1, or tar r acceptance any sructure see TPI The suitability ALPINE m ffwc711b1NY 2400 Lake Orange Dr. Suite 150 Orlando FL, 3: Job Number: N333522 Ply: 1 SEON* 1615 IVAROUS9A6/9A7 258SE/258MA/258TA ,RA01 I Oty 1 IM*FRORDG / T45 /JACK KMNo RWHK 19.22600 201850172 Truss Label: CJ5S T6"6 1 B 4X4(B1) C 4'11"4 IF 4,11 "4 '1 Loading Criteria (ps1) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 17.00 Speed: 150 mph BCLL: 000 Enclosure: Closed BCDL: 1000 Risk Category: II Des Ld 47.00 EXP C Code / Misc Criteria Mean Height 21.92 it NCBCLL. 10.00 TCDL 4 2 psi Soft: 000 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing. 24.0 " CSC Dist a' 3.00 It Plate Type(s) Loc. from endwall• not in 4.50 it WAVE GCpi: 0 18 Wind Duration: 1.60 Lumber Value Set, 138 (Effective 6H/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 CSC member design. Additional Notes Provide (2) 0.131'x3.0", min toe -nails at top chord. Provide (2) 0 131"x3.0", min. toe -nails at bottom chord. WARNING" READ IMPORTANT" FURNISH THIS [ rl NI 1, or for n acceptance any structure Snow Criteria (Pg,Pt in PSF) Def /CSI Criteria Pg: NA CI NA CAT: NA PP Deflection in loc Udefl U# Pf NA Ce: NA VERT(LL): NA Lu: NA Cs' NA VERT(TL): NA Snow Duration. NA HORZ(LL): •0.007 B HORZ(TL). 0.012 C Code / Misc Criteria Creep Factor: 2.0 Bldg Code. FBC 6th ed 201 Max TC CSI: 0 509 TPI Std 2014 Max BC CSI 0.308 Rep Factors Used, Yes Max Web CSI. 0.000 FT/RT'20(0)/10(0) Plate Type(s) WAVE VIEW Ver: 17.02.01A 1115.21 AA 0 ON ALCOA 05/03/2018 Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W A 246 / 62 /180 / - /121 /- C 97 /11 /76 /• /- /15 B 177 /120 /108 / - / - /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# V ALL NOTES ON THIS DRAWINGI ALL CONTRACTORS INCLUDING THE INSTALLERS installing and bracing Refer to and follow the latest edition of BCSI (Buildingracticespriortoperformingthesefunctions. Installers shall provide temporary e property attached structural sheathingg and bottom ghord Shall have a propper% restraint f webs shall hay br8cinq nst811ed p r BC51 sections Q3, B7 or 810YasshownaboveandontXeJointaetads, un ess noted otherwise. Refer to dl not be respons'ble for any deviation from this dr wino ag, failure to build thettq, mstpllab n and bracing ouf trussesA peal on th s drawl g or Cover page , t enLgmeering responsibility soley fo thrndesij n shown. The suiCabrhty ALPINEINE NJIMrGMMNY 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333522 Ply 1 SEON. 1616 / T19 /JACK Cust. R R8975 JRel: 1 WaM89750172 VARIOUS ,9A6/9A7 ,258SE/258MA1258TA ,RA01 Oty. 1 FROM RDG DrwNo: 122 18.1549.22504 Truss Label: CJ3S KM / WHK 05/0212018 T 6"6 1 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 Des Ld, 47.00 EXP. C NCBCLL: 10.00 Mean Height. 2142 fl 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: 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 "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. 12 B 4X4(B 1) 2'11 "4 2'11 "4 A l 1 Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria Maximum Reactions (lbs) Pg: NA Ct: NA CAT NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL W Pf NA Ce: NA VERT(LL): NA A 148 / 34 /108 / - /70 Lu NA Cs. NA VERT(TL): NA C 57 /6 /44 / • / - 15 Snow Duration, NA HORZ(LL) -0 002 B B 106 /72 /64 / - / • 1.5 HORZ(TL): 0.003 C Wind reactions based on MWFRS Code I Misc Criteria Creep Factor: 2.0 A Min Brg Width Req = - Bldg Code: FBC 6th -ed 201 Max TC CSI: 0 283 C Min Brg Width Req = - TPI Std: 2014 Max BC CSI: 0.111 B Min Brg Width Req = - Rep Factors Used: Yes Max Web CSI: 0 000 FT/RT.20(0)/10(0) Plate Type(s): WAVE VIEW Ver: 17 02 01A.1115 21 wA H GE 1 4't• SAT O w 05/03/2018 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 fabrlcatin , hhandlrn shi ppin Installing.and bracing Refer to and follow the latest edition of BCSI (Build' Component Safety Information, by TPI an SBCA) f r sa ety practices prior to performing these functions. Installers shall provide tempor mbracrnDerBGS!. Unless noted d1herwise,top chord shall have proper)Y attached structural sheathing and bottom hord shall hav a pro2er1yattachdrlpIdceilinLocationsshownforermanentlataralrestraintofwebsshallhavbracininsTalledprBCIsectionsB3, 7 or 810, as app icaGte Apploy pptat s to each face ofPtruss and position as shown above and on the Join>9Details, unless not otherwise. Refer todrawings160A•Z for stan ard plate positions ALPINE AI n a division of ITW Birildl1n CCom onentSS Grqqupp InC shall not be respponsible for any ddeviation from this drawing aPy failure to build the „r,,, ,,,t. seconfgrmance with ANSI PI 1 or for handbA shippinsl, rnstallatlOn and bracing gf,trussesA seal on this dr3wrrlq or cover pa a 2400 Lake Oran a Drngthisrawin indiates acceptance of proTessronaf en ineerin9 responsrblllttyv sole)vY for the desi n shovtTnThesuiTability 9 use o this awing for any structure is a responsibilit of the building DesiglSer perANSIlfPI 1 S c.2. Suite 150 For more information 300 this'ob's general notes pa 9 and these web sites: ALPINE www.alpmenw com: TPI: www tpinst.oro. SBCA: www sbeindustmmm: ICC: www —ata ere Orlando FL, 32837 Job Number. N333522 Ply: 1 SEON: 1617 / T27 /JACK I Cust. R R8975 JRef: 1 WaM89750172 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RA01 Oty, 9 FROM HMT DnvNo 122.18.1549 21115 Truss Label: CJ3A KM / WHK 05/02/2018 C 2'11"4 1, i 211 "4 Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL: 20.00 Wind Std, ASCE 7-10 Pg. NA Ct: NA CAT NA PP Deflection in toe Uden L/# TCDL: 17.00 Speed: 150 mph Pf: NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure Closed Lu, NA Cs NA VERT(TL): NA BCDL: 1000 Risk Category: II Snow Duration* NA HORZ(LL). -0 001 C Des Ld 47.00 EXP: C Mean Height: 21.17 ft HORZ(TL) 0.001 C NCBCLL. 10.00 TCDL 4.2 psf Code / Misc Criteria Creep Factor: 2.0 Soffit: 0.00 BCDL. 5 0 psf Bldg Code: FBC 61h.ed 201 Max TC CSI 0 253 Load Duration: 1 25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0 096 Spacing* 24 0 " C&C Dist a 3.00 ft Rep Factors Used: Yes Max Web CSI. 0.000 Loc from endwall. Any FT/RT.20(0)/10(0) GCpi: 0 18 Plate Type(s). VIEW Ver: 17.02 01A.1115.21WindDuration: 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 "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0.131"x3 0", min. toe -nails at top chord Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. a WARNING" READ AND FOLLOW AI. ANT" FURNISH THIS DRAWING TO ALL notes as H. jG Sic' o. 7\08 1 14 ALCOA 05/03/2018 Maximum Reactions (Ibs) Lot R /U /Rw /Rh /RL /W B 242 /81 /207 /- /94 /40 D 55 /3 /42 /• /- /1.5 C 94 /65 /52 /- /- /15 Wind reactions based on MWFRS B Min Big Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a ngld surface. Members not listed have forces less than 3750 WINGI DING THE INSTALLERS r to and follow the latest edition of BCSI (Building ase functions installers shall provide temporary heatothm99 and bottom horrd shall hav a pro2erly tanfDetslalIsun(e BC ted oth°erswse7RefeBr io' failure to build the 1 or cover pa e , n. The suiQbilfty A IPLNE ANrrwo 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: N333522I Py: 1 I SEON• 1618 / T52 /JACK I Cust: R R8975 JRef. 1 WaM89750172 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RAO1 Oly: 13 FROM: HMT DrwNo. 122.18.1549.22239 Truss Label: CJlA KM / WHK 05/02/2018 T i Loading Criteria (psi) Wind Criteria TCLL: 20.00 Wind Std* ASCE 7.10 TCDL' 17.00 Speed: 150 mph BCLL: 000 Enclosure: Closed BCDL: 10.00 Risk Category. II EXP C Des Ld 47 00 Mean Height: 20.67 R NCBCLL: 10.00 TCDL. 4.2 psi Soffit: 000 BCDL: 5 0 psi Load Duration: 1 25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a 3 00 It Loc. from endwall: 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 "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) 0.131'7x3.0", min. toe -nails at top chord Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. 12 6 F7- C 1, 11"4 11"4 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT. W Pf NA Ce NA Lu NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 6th.ed TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE T T Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL): NA VERT(TL): NA HORZ(LL): -0.000 C HORZ(TL) 0.001 C Creep Factor 2 0 Max TC CSI: 0 183 Max BC CSI' 0.020 Max Web CSI: 0.000 VIEW Ver 17 02 01A.1115.21 co Maximum Reactions (lbs) Loc R /U /Rw /Rh /RL /W B 182 /72 /173 /- /45 /4.0 D 12 /6 /13 /- /- /15 C -12 /27 /20 /- /• /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# 05/03/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme Care in fabricatin , handling9 shi pin installing and bracin Refer to and follow the latest edition of BCSI (Building t Safety Information, byy TPI an SBCA) r0r sa ety faclices prior to performing these functions. Installers shall provide temporary r BGSI Unless noted olherwise,top chord shall have property attached structural sheathing and bottom hord shall hav a pro erl aid ceilin .Locations shown for ermanent lateral restrSlnt b1 webs shall hav braan ns[plled pfr Bcl sechons $3, 7 or tOY He Appy plates to each face o truss and position as shown above and on tt a Joint9 etails, un ess noted otherwise Refer to 60A -Z for standard plate positions of and these web sites not www alpinedw cm. TPI www his drpwin an failure to build the on this dr wiX9 or cover page Le design shovTn. The suitability ALPINE m TYCDMMIJY 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 a Job Number: N333522 I Py. 1 SEON 1619 / T50 /JACK Cusl: R R8975 JRel: 1 WaMB9750172 VARIOUS .9A6/9A7 ,258SE/258MA/258TA ,RA01 Oty. 1 FROM HMT OrwNo. 122.18 1549 21864 Truss Label: CAS I I KM / WHK 05/02/2018 Loading Criteria (ps) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 17.00 Speed 150 mph BCLL, 000 Enclosure. Closed BCDL: 10.00 Risk Category II Des Ld. 47.00 EXP: C Code I Misc Criteria Mean Height: 20.92 it NCBCLL: 10.00 TCDL 4 2 psf Soffit 0.00 BCDL: 5.0 psi Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing. 24.0 " C&C Dist a: 3.00 It Plate Type(s), Loc. from endwall: Any WAVE GCpi. 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 20 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0.131"x3.0", min. toe -nails at top chord. Provide (2) 0.131'x3 0", min. toe -nails at bottom chord. n. 4X4(B1) C 11"4 11"4 Snow Criteria (Pg,PI in PSF) Deff/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Pf: NA Ce: NA VERT(LL): NA Lu. NA Cs. NA VERT(TL)' NA Snow Duration NA HORZ(LL). -0.000 B HORZ(TL) 0 000 B Code I Misc Criteria Creep Factor. 2.0 Bldg Code FBC 6th ed 201 Max TC CSI: 0 027 TPI Std 2014 Max BC CSI: 0.007 Rep Factors Used: Yes Max Web CSI* 0.000 FT/RT:20(0)/10(0) Plate Type(s), WAVE VIEW Ver. 17.02.01A.1115 21 46,' G ....S, . o. 708 1 05/03/2018 WOW NV NAL Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W A 51 /6 /36 /- /21 /- C 17 /2 /13 /- /• /1.5 B 32 /24 /20 /- /- /15 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# IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses regi uire extreme care in fabricating, h ndlin9g shiupin installing.and braCin Refer to and follow the latest editi n of SCSI ((BuildingComponenSfetyInformation, by TPI ana SCA) f0i safety ractices prior to perto ming these functions. Installers shal provide terhporar bracin eer BSI. Unless noted o erwise,top chord shall have proC.erN attached structural sheathing and bottom hord shall have a pro2er attachti n tlid ceihna Locations shown fortpermanent lateral restraint bf webs shall hav breun installed p r BCI chops 3, B7 or g10y as app ica e. ApDTy ptat8s to each face o truss and position as shown above and on t e Joint9Details, un ess noteotherwise Refer to drawings 160A -Z for standard plate positions. Alpine. a division of ITW Building Components GrouD Inc. shall not be responsible for anv deviation from this drawina.anv failure to build the ri PI 1, or for r acceptance any structure more 1 or cover pa e , n. The suitability EALPINE N+v 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333522 I Ply 1 $EON 1620 / T32 / JACK Cust• RR8975 JRef 1WaM89750172 VARIOUS ,9A6/9A7 .258SE/258MA1258TA ,RA01 Oty: 6 FROM: HMT DrwNo. 122.18.1549 21443 Truss Label: CJS I I KM / WHK 05/02/2018 Loading Criteria (psq TCLL: 20.00 TCDL: 17.00 BCLL: 000 BCDL: 10.00 Des Ld: 47.00 NCBCLL 10.00 Soffit: 0.00 Load Duration: 1 25 Spacing: 24.0 " C 12 6 M r T 9) cV iM B M 1 A D 1 4'11'A l 4'11 'A Wind Criteria Wind Std: ASCE 7-10 Speed 150 mph Enclosure: Closed Risk Category: II EXP- C Mean Height: 15.00 R TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dish 0 to h/2 C&C Dist a, 3.00 It Loc. from endwall: not in 4.50 H 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. Snow Criteria ft,PI in PSF) Pg NA Cl, NA CAT: N1 Pf NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code I Misc Criteria Bldg Code. FBC 6th ed TPI Std: 2014 Rep Factors Used Yes FT/RT:20(0)/10(0) Plate Type(s) WAVE Deft/CSI Criteria PP Deflection in loc Udell U# VERT(LL): NA VERT(TL)- NA HORZ(LL) 0.005 D HORZ(TL). 0.013 D Creep Factor: 2.0 Max TC CSI: 0.422 Max BC CSI: 0.287 Max Web CSI 0 000 VIEW Ver: 17.02.01A.1115.21 05/03/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 338 / 76 /277 / - /112 /8.0 D 94 /8 /71 /- /• /1.5 C 163 /78 /103 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1 5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating h ndlinqq shipping in.talling,and bracing. ,Refer to and follow the latest edition of BCSI (Building Safety Information, by TTPI ane'S CA) & sa ey practices prior to performing these functions. Installers shall Provide temporarryy r BCSI., Unless noted o){herwise,top chord shall have properly attached structural sheathing and bottom hord ghall have a properly aid ceihn Locations shown forDermanent lateral restraint bf webs shall have braacingq ns p.1Ied pfr BC I sections Q3, 137 or 1310, Ile . Ap lqy plats to each face oI truss and position as shown above and on the Joinraetails, un ess noted otherwise. Refer to 60A•Z fgr scan and plate positions shall not I vi 1, or tor r acceptance any structure failure to build the 1 or cover pa e n. The sui9bility ALPINE MnWC +rHn 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number. N333522 Ply. I SEQN: 1622 VARIOUS 9A6/9A7 258SE/258MA1258TA ,RA01 I Qty: 6 FROM HMT / T58 /JACK DnvNo: R82z 18 1549.22099750172 Truss Label: CJ3 I I KM / WHK 05/02/2018 Loading Criteria (psi) TCLL 2000 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 " C Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category' II EXP. C Mean Height: 15.00 It TCDL: 4.2 psf BCDL: 5 0 psi MWFRS Parallel Dist. 0 to h/2 C&C Dist a: 3.00 It Loc from endwall: Any GCpr 0.18 Wind Duration 1 60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0.131"x3.0", min toe -nails at top chord. Provide (2) 0.131"x3 0", min. toe -nails at bottom chord. Snow Criteria (P9,Pt in PSF) Pg NA Ct' NA CAT' N/ Pf: NA Ce NA Lu: NA Cs: NA Snow Duration NA Code / Misc Criteria Bldg Code FBC 6th ed 201 TPI Std. 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s) WAVE 2'11'A 2'11'A Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL) NA VERT(TL): NA HORZ(LL): 0.001 D HORZ(TL): 0 002 D Creep Factor: 2.0 Max TC CSI: 0.180 Max BC CSP 0.091 Max Web CSI. 0 000 VIEW Ver: 17 02 01A 1115.21 Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL /W B 248 /61 /212 /- /74 /8.0 D 52 /4 /41 !- /- /15 C 87 /43 /52 /- /• /15 Wind reactions based on MWFRS B Min Brg Width Req = 1 5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface Bearing B requires a seat plate. Members not listed have forces less than 375# 05/03/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme Care in faYcatins, handling shinpin installing and bra Cin. Refer to and follow the latest edition of BCSI (BuildingComponentSfeyInformation, by I PI an SBCA) tb) safety raclices prior to perfo ming these functions Installers shall provide temporary bracin oer 13691 Unless noted othermse,top chord shall have property attached structural sheathing and bottom hord shall have a pro er attach d rigid ceilin Locations shown for ermanent lateral restraint bf w bs shall have braun anslalled pfr BC I sections 3, 87 or 10YasappcaaAppyplatestoeachface. o truss and position as shown move and on the Join etails, un ess noted otherwise. Refer to drawings 160A•Z for standard plate positions. Algins, a division of ITW Bt ild11'ng CCompon nts Grpup InC shall not be responsible for any deviation from this drewinp any failure to build the truss in conformance with AN5I 1 1, or or handllrtq shipping, instellati pn and bracing of irussesA seal on thi; dr wirlq or Cover page , listing this drawing, indicates acceptance of proTessionar engineeringg ffe ponsibilittyv sole) for the desi n shown. The suitabilityand ise of this awing for any structure is the responsibility of the 6uiId ng DesigrSer perANS11TPI 1 S$c.2. and hese web saes ALPINE, www ALPINENE w+invorwir 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: N333522 Wind Criteria TCLL: 20.00 Ply1 TCDL: 1700 SEON: 1624 / T31 / JACK Cust: R R8975 JRel: 1 WaM89750172 VARIOUS ,9A6/9A7 .258SE/258MA1258TA ,RA0l Risk Category: II B 196 / 66 /189 / • /36 Qty: 6 Des Ld: 47.00 FROM. RDG NCBCLL 10 00 DrwNo• 122.18.1549.22395 Truss Label: CJI BCDL: 5.0 psi Load Duration: 1 25 MWFRS Parallel Dist 0 to h/2 Spacing 24.0 " C&C Dist a 3.00 it Wind reactions based on MWFRS KM / WHK 05/02/2018 Code I Misc Criteria GCpi 0.18 B Min Brg Width Req = 1.5 Wind Duration: 1.60 Lumber Max TC CSI: 0.171 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N TPI Sid: 2014 12 C Min Big Width Req = - Lumber value set "138" uses design values approved 1/30/2013 by ALSC 6 C member design. Bearing B requires a seat plate. Additional Notes B Provide (2) 0.131'k3 0", min. toe -nails at top chord C0 T Members not listed have forces less than 375# WAVE r A M D 2X4(A1) Loading Criteria (psq Wind Criteria TCLL: 20.00 Wind Std, ASCE 7.10 TCDL: 1700 Speed 150 mph BCLL. 0.00 Enclosure Closed BCDL. 1000 Risk Category: II B 196 / 66 /189 / • /36 EXP- C Des Ld: 47.00 Mean Height. 15.00 it NCBCLL 10 00 TCDL. 4.2 psi Soffit: 0.00 BCDL: 5.0 psi Load Duration: 1 25 MWFRS Parallel Dist 0 to h/2 Spacing 24.0 " C&C Dist a 3.00 it Wind reactions based on MWFRS Loc. from endwall. Any Code I Misc Criteria GCpi 0.18 B Min Brg Width Req = 1.5 Wind Duration: 1.60 Lumber Max TC CSI: 0.171 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N TPI Sid: 2014 Bot chord 2x4 SP #2 N C Min Big Width Req = - 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. Bearing B requires a seat plate. Additional Notes FT/RT.20(0)/10(0) Provide (2) 0.131'k3 0", min. toe -nails at top chord Provide (2) 0.131"x3.0", min toe -nails at bottom chord. 1, 11"4 11 "4 Snow Criteria (Pg,PI in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL w Pf: NA Ce: NA VERT(LL): NA B 196 / 66 /189 / • /36 80 Lu, NA Cs' NA VERT(TL): NA D 7 /11 114 / - / • 1.5 Snow Duration. NA HORZ(LL): -0.000 D C -21 /35 /24 / - / - 15 HORZ(TL) 0.000 D Wind reactions based on MWFRS Code I Misc Criteria Creep Factor: 2 0 B Min Brg Width Req = 1.5 Bldg Code: FBC 6th ed 201 Max TC CSI: 0.171 D Min Brg Width Req = - TPI Sid: 2014 Max BC CSI: 0.022 C Min Big Width Req = - Rep Factors Used, Yes Max Web CSI: 0.000 Bearing B is a rigid surface. Bearing B requires a seat plate. FT/RT.20(0)/10(0) Plate Type(s): Members not listed have forces less than 375# WAVE VIEW Ver 17.02 01A 1115.21 WARNING" READ AND FOLLOW IMPORTANT" FURNISH THIS DRAWING TO A a division of n rt 1, or tor n acceptance any structure I .— — — P IF G Sic • ,t o. 708 1 v v •Q•- p •. 1 • NAL 05/03/2018 N THIS DRAWING! ORSINCLUDING THE INSTALLERS 2Nracn Refer to and follow the latest edition of BCSI (BuildingiNImingthesefunctionsInstallersshallprovidetempora W structural sheat4ingg and bottom hord shall hav a proppe% shall have bracing msl@Iled per BC`I sections B3, 7 or B1 Q and on the Joint Details, unless noted otherwise. Refer to ble for any deviation from this dr8wing anyfailure to build theddbracingopftrussesApealonthisdr8wiqorcoverpage stbility solely for the desmon shown. The suitability ALPINENE M "'OOMMMf 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: N333522I Py. 1 I SEON• 1610 / T29 / EJAC I Cust. R R8975 JRef. 1 WaM89750172 VARIOUS ,9A6/9A7 .258SE/258MA/258TA ,RA01 Qty: 4 FROM: RDG DrwNo. 122 18 1549.21210 Truss Label: EJ74 KM / WHK 05/02/2018 5 C i I 7, Loading Criteria (psr) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL 17.00 Speed 150 mph BCLL. 000 Enclosure. Closed BCDL, 10.00 Risk Category. II Des Ld: 47.00 EXP: C Code I Misc Criteria Mean Height: 15 00 ft NCBCLL: 1000 TCDL. 4.2 psf Soffit: 0.00 BCDL 5 0 psi Load Duration: 1.25 MWFRS Parallel Dist 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 It Plate Type(s): Loc. from endwall: Any WAVE GCpi: 0.18 Wind Duration 1.60 Value Set. 13B (Effective 6/1/2013) Top chord 2x4 SP 02 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 (3) 0.131"x3.0", min. toe -nails at top chord Provide (2) 0.131"x3.0", min. toenails at bottom chord Snow Criteria (Pg,Pr in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Pf NA Ce NA VERT(LL): NA Lu: NA Cs* NA VERT(TL) NA Snow Duration. NA HORZ(LL)' 0.017 D HORZ(TL): 0.041 D Code I Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 6th ed 201 Max TC CSI: 0.898 TPI Std: 2014 Max BC CSI: 0.590 Rep Factors Used Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Plate Type(s): WAVE VIEW Ver: 17.02.01A 1115.21 WARNING— READ AND FOLLOW ALL IMPORTANT" FURNISH THIS DRAWING TO ALL C a division of any these tion as shall not 05/03/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 426 /115 /329 /• /101 /8.0 D 134 /12 /103 /- /• /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# TING THE INSTALLERS to and follow the latest edition of BCSI (Building se functions. Installers shall provide temporary wathingg and bottomr hord shall hay a propperly ono installed p r BGI secoons B3, 7 or B10 inrDetails, un ess noted otherwise. Refer to' from this ftwingg an failure to build the 1 seal on tht; dr3wi I9 or cover pa g ' NSthe d sign shovJn. The suiTabrlity ALPINEINE Nl"[yAMrJY 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number, N333522 Ply 1 SEON: 1621 / T66 / JACK Cust: R R8975 JRef. 1 WaM89750172 VARIOUS ,9A6/9A7 ,258SE/258MA1258TA ,RA01 Oty. 2 FROM: RDG DrwNo. 122 18 1549.22489 Truss Label: CJ54 KM / WHK 05/02/2018 Loading Criteria (psr) TCLL: 2000 TCDL: 17.00 BCLL' 0.00 BCDL 1000 Des Ld. 47.00 NCBCLL' 1000 Soffit. 000 Load Duration: 1 25 Spacing 24 0 " 17 C Wind Criteria Wind Std ASCE 7-10 Speed: 150 mph Enclosure Closed Risk Category- II EXP C Mean Height: 15.00 fl TCDL 4 2 psi BCDL: 5 0 psi MWFRS Parallel Dist. 0 to h/2 CBC Dist a: 3.00 It Loc. from endwall• not in 4 50 it GCpi 0.18 Wind Duration. 1.60 Lumber Value Set' 138 (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "138" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional CBC member design Additional Notes Provide (2) 0 131"x3.0", min toe -nails at top chord. Provide (2) 0.131"x3 0", min toe -nails at bottom chord Snow Criteria (Pg,Pf in PSF) Pg' NA CC NA CAT: W Pf: NA Ce NA Lu NA Cs. NA Snow Duration NA Code I Misc Criteria Bldg Code' FBC 6th ed TPI Std: 2014 Rep Factors Used Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE 4'11 "4 4'11 "4 Defl/CSI Criteria t PP Deflection in loc Udell U# VERT(LL) NA VERT(TL). NA HORZ(LL) 0 006 D HORZ(TL): 0.013 D Creep Factor' 2.0 Max TC CSI: 0.391 Max BC CSI 0.278 Max Web CSI: 0.000 VIEW Ver, 17 02.01A.1115.21 05/03/2018 Y J. Maximum Reactions (lbs) Loc R /U /Rw /Rh /RL /W B 330 /92 /261 /- /75 /80 D 93 /8 /70 /- /- /1.5 C 156 /66 /89 /- /- /15 Wind reactions based on MWFRS B Min Big Width Req = 1 5 D Min Big Width Req = - C Min Big Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re Lit extreme care in fabricatin , hhandlin shi pin installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, brr TPI an8 SBCA) f salety racteces prior to performing these functions. Installers shall provide temporarryybractnDerBCSt.. Unless noted d')W wise,top chord shall have properly attached structural sheathing and bottom hord shall have a properlyattachtlrigQidceilmLocationsshownforermanentlateralrestraintbfwebsshallhaybrBGninstalledperBCIsectionsB3, B7 or B10. as app ICalfle. Appy, plates to each face oftrussand position as shown above and on tF1e Joint9Detatls, unless noted otherwise. Refer to ALPINEdrawings160A -Z for standard plate positions Alpine, a division of ITW Builddlncct CComponsnts GTuD Ins shall not be responsible for any deviation from this drawinq any failure to build the N,mvw>a.N+vtrussinconformancewithAIJ51lTP11, or for handlers shippin , Installation and bracing gf,trussesA seal on this dr, or cover paqe , , 2400 Lake Orange Drlistinthisdrawing,indicattes acceptance of pro esseona en ineering responsrbllltNy sole )yy for the de si n shown. The suithblllty 9anduseofthisawing (or any structure is the responsibility of the Building DesigrSer perANSIITPI 1 S%c.2. Suite 150 For more information see this ob's genent notes page and these web sites ALPINE www alpmeew com. TPI www tomst.oro. SBCA www.sbundustry tom• ICC. www ii—aie ere Orlando FL, 32837 Job Number: N333522 Py: 1 SEON: 1623 / T67 /JACK Cusl: R R8975 JRef: 1 WaM89750172 VARIOUS .9A6/9A7 ,258SE/258MA/258TA ,RA01 City. 2 FROM• RDG DrwNo 122 18.1549 22582 Truss Label: CJ34 I I KM / WHK 05/02/2018 12 4 C 2X4(A1) 1 i 2'11 "4 1 2'11 "4 Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL. 20.00 Wind Std: ASCE 7-10 Pg: NA CP NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL /W B 242 / 71 /199 / - /50 /8.0TCDL: 17.00 Speed: 150 mph Pf: NA Ce: NA VERT(LL): NA BCLL- 0.00 Enclosure. Closed Lu: NA Cs' NA VERT(TL): NA D 51 14 /39 / - I - /1.5 BCDL. 10.00 Risk Category: II Snow Duration, NA HORZ(LL): 0.001 D C 82 /35 145 / - / • /1.5 Des Ld: 47.00 EXP C HORZ(fL): 0.002 D Wind reactions based on MWFRS Code I Mise CriteriaNCBCLL: 10.00 Mean Height: 15 00 R TCDL. 4 2 psi Creep Factor: 2.0 B Min Big Width Req = 1 5 Soffit: 0 00 BCDL: 5.0 psf Bldg Code FBC 6th ed 201 Max TC CSI: 0.161 D Min Br Width Req = - 9 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.085 C Min Big Width Req = Bearing B is a rigid surface. Spacing. 24.0 " C&C Dist a: 3.00 h Rep Factors Used: Yes Max Web CSI. 0 000 Bearing B requires a seat plate Loc from endwall: Any FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s) Members not listed have forces less than 375# Wind Duration. 1 60 WAVE VIEW Ver: 17.02.01A.1115.21 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 20 SP #2 N Bot chord 20 SP #2 N Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design Additional Notes Provide (2) 0.131"x3.0", min. toe -nails at top chord. Provide (2) 0 131"x3.0", min. toe -nails at bottom chord. o. 708 1 COA ," NAL ,•' mar 05/03/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS russes require extreme care in fabricating h ndlin9 shi pin installing.and bractn Refer to and follow the latest edition of BCSI (Building omponent Safety Information, by TPI and S CA) tbi satDety ractices prior to perfo ming these functions Installers shall provide temporary bracing per BCSI. Unless noted ciherwise,to chord shall have pro attached structural sheathing and bottom hord shall hav a rope attacher) rigid ceilin Locations shown for ermanent latgral restrslnt bf webs shall hav brawn installed p r BCI sections Q3, 7 or B10Y _ as applicable. Apply plates to ach face opitruss and position as shown above and on tt%e Joinl9Detalls, unless noted otherwise Refer to ALPINE drawings 16OA-Z for standard pPfale positions. Alping, a division of ITW BU1 ildl1 hQFComponenis Gr9u Inc. shall not be re pons'ible for any deviation from this drawing anZ failure to build the mriwotruussinnformancewithPN5I11, or TTor anGdll f shiDpino, installati n ando bracing of,trussesA eal on thl; dr wi gor Cover pa a 2400 Lake Orange Or. listing this drawin indicates acceptance of proTessionar en ineerinq responslbillN solei for the desl n shovJn. The suitabilityIndirseofthis rawing for any structure Is the responsibility of the Building Designer perYANSIITPI 1 S c.2. Suite 150 For more information see this IoVs general notes page and these web saes. ALPINE www al meow corn, TPI www t cost org: SBCA: www.sbcindustry cam. ICC. v imsafe org Orlando FL, 32837 Job Number. N333522 Ply 1 SEON 1625 / T24 /JACK Cusl* RR8975 JRef 1WaM89750172 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RA01 Oly, 2 FROM ROG DrwNo: 122.18.1549 19789 Truss Label. CJ14 KM / WHK 05/02/2018 12 4 C B T A - D 2X4(A1) 1, 11"4 11 "4 Loading Criteria (pst) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (lbs) TCLL. 2000 Wind Std ASCE 7-10 Pg* NA Ct: NA CAT NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL /W TCDL: 17.00 Speed: 150 mph Pf: NA Ce NA VERT(LL) NA Enclosure Closed B 7 / 88 /174 / - /25 /80 BCLL- 0 00 Lu: NA Cs. NA VERT(TL) NA D 7 /11 /16 / - / - /1.5 BCDL: 10.00 Risk Category, II Snow Duration NA HORZ(LL). 0 000 D C -21 /31 /24 / - / - /1.5 Des Ld, 4700 EXP: C HORZ(TL): 0 000 C Wind reactions based on MWFRS NCBCLL 10.00 Mean Height, 15 00 it Code / Misc Criteria Creep Factor 2 0 B Min Brg Width Req = 1 5 TCDL. 4 2 psi D Min Br Width ReSoffit: 0 00 BCDL 5.0 psf Bldg Code FBC 6th ed 201 Max TC CSI: 0 159 9 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 = - S acro 24.0 " Re Factors Used Yes Max Web CSI 0.000 Bearing B is a rigid surface. Spacing, C&C Dist a: 3.00 H P Loc. from endwall: Any FT/RT:20(0)/10(0) Bearing B requires a seat plate GCpi: 0.18 Plate Type(s): Members not listed have forces less than 375# Wind Duration 160 WAVE VIEW Ver. 17.02.01A 1115 21 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 20 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 toenails at top chord Provide (2) 0.131"x3 0", min. toe -nails at bottom chord. 1tUrinrbrpHryv,', i o { • o SAT 0 ; Q COA 0 NAL rear 05/03/2018 WARNING" READ AND FOLLOW ALL NOTES IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRA a division of any lion as ; shall not ING THE INSTALLERS to and follow the latest edition of BCSI (Budding se functions Installers shall provide temporary leathingg and bottom hord shall have a propperly Gnaa installed pgr BCI sections B3, B7 or B10, InfDetailS. unless noted otherwise. Refer to viation from this drpwing an failure to build the ssesA Seal on this dr, wiXg or cover page , solefy_for the des gn shown. The suiTability, A NE M.IIWfR1M//lfl 2400 Lake Orange Or Suite 150 Orlando FL, 32837 ob Number 22 ply. SEQN: 1626 VAR OUS 9A6/9A75258SE1258MA/258TA ,RA01 I Qty. 3 I FROM. HMT / T30 /HIP_ Dr No R 22. 8.15 9.1 96 20 98 501 72 Truss Label: HJ7 T y 57'5 9110"1 57"5 4'7"11 7 1'5" 9'5"7 4" 0 9'57 9,16"1 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7.10 TCDL, 17.00 Speed, 150 mph BCLL: 000 Enclosure. Closed BCDL: 10.00 Risk Category, II Des d:: DDes Ld: 47.00 EXP: C 0 Mean Height, 15.00 It 0 TCDL. 4 2 psf Soffit: 0.00 BCDL: 5.0 psi Load Duration 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 it Loc. from endwall: NA GCpr 0.18 Wind Duration: 1.60 Lumber Value Set 13B (Effective 6/1/2013) Top chord 20 SP #2 N Bot chord 20 SP #1 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Loading Hipjack supports 6-11-8 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Additional Notes Provide (3) 0.131"x3.0", min toe -nails at top chord. Provide (3) 0 131"x3 0", min toe -nails at bottom chord. Snow Criteria (Pg,Pf in PSF) Pg: NA Cl: NA CAT W Pf: NA Ce. NA Lu NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code FBC 6th.ed TPI Std: 2014 Rep Factors Used: No FT/RT 20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria Maximum Reactions (Ibs) PP Deflection in loc Udell L/# Loc R /U / Rw / Rh / RL VERT(LL) 0.017 C 999 360 B 425 /125 / • / - / - VERT(TL). 0.067 C 999 240 E 443 /56 / - / 1 /0 HORZ(LL)' 0006 F - D 305 /156 /- /- /- HORZ(TL): 0.014 F Wind reactions based on MWFRS Creep Factor 2 0 B Min Big Width Req = 1.5 Max TC CSI 0.901 E Min Brg Width Req = - Max BC CSI: 0.623 D Min Big Width Req = - Max Web CSI: 0.420 Bearing B is a ngid surface Bearing B requires a seat plate. W 106 1.5 1.5 Members not listed have forces less than 375# VIEW Ver: 17.02.01A 1115.21 1 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp. B -C 341 -817 r r 0.7108 1 ot• ST 0 Q C0A Wig,/ NA rear 05/03/2018 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - F 769 -308 Maximum Web Forces Per Ply (lbs) 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 quire extreme care in fabricating, handling shippingg installing and bracing. , Refer to and follow the latest edition of BCSI (BuildingfSafetyInformation, byY TPI anSBCA) fb) sataety j5ractices prior to performing these functions. Installers shall provide temporarySCSI. Unless noted oUlerwise,top chord shall have property attached structural sheathing and bottom hord shall hav a properl lid cedin Locations shown for ermanent lateral restraint bl webs shall hav breacinaq installed p r Bc9l sections Q3, 7 or B10ye. App ji Dlates to each face olDtruss and positron as shown above and on tt%e Joini Details, un ess noted otherwise. Defer to 60A -Z for standard plate positions. visiovision of ITW BUdd1nQC ompon nts Group Inc shall not be re$ponsrble for any deviation from this drawing anY failure to build then with ANSIrfPI 1, or (Por handlufq shipping, mstallatrgn and bracing 7f,trussesA eal on this dr8wirfg or cover page , rawin , indica es acceptancetante of rofessronaf enameenn res onsrbgit soleio the desi n shown. The suitabrh nW,.,,, --, P...,....e A. .nen....a.:6:I- r.A ..:1 _ ^--_- . ---y _ tY ALPINE M+mvo,+wry 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: N333522 Ply. 1 SEQN: 1628 Cust. 8975 VAR OUS 9A6/9A7 258SE/258MA/258TA ,RA01 I Oly. 1 I FROM: RDG / T63 /HIP_ I Dr No/ R 22. 815 9 2/ 209850172 Truss Label: HJ74 T 1 / Loading Criteria (psf) TCLL: 20.00 TCDL: 17.00 BCLL 0.00 BCDL: 1000 Des Ld. 47.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing. 24 0 " 5'3"7 + 9110"1 637 4'6"10 3X6(A1) HIZA`' =00U/ IG ll 5111 9'3"3 +9,10"1 Wind Criteria Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria Maximum Reactions (Ibs) Wind Std ASCE 7-10 Pg: NA Ct, NA CAT. NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL /W Speed: 150 mph Enclosure* Closed Risk Category: II EXP: C Mean Height 15.00 It TCDL: 4.2 psf BCDL: 5 0 fist MWFRS Parallel Dist: 0 to h/2 C&C Dist a- 3.00 It Loc from endwall: NA GCpi• 0.18 Wind Duration 1 60 Value Set: 13B (Effective 6/1/2013) Top chord 20 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Loading Hip/ack 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. Pf: NA Ce: NA VERT(LL) 0 038 G 999 360 H 415 /128 / • /- /- /106 Lu NA Cs. NA VERT(TL): 0.142 G 999 240 E 427 / 64 / - /0 / - /1.5 Snow Duration, NA HORZ(LL): 0.009 F D 305 / 151 / - / - / • /1.5 HORZ(TL)- 0.020 F Wind reactions based on MWFRS Code / Misc Criteria Creep Factor 2 0 H Min Brg Width Req = 1.5 Bldg Code: FBC 61h.ed 201 Max TC CSI: 0.786 E Min Brg Width Req = - TPI Std: 2014 Max BC CSI: 0673 D Min Brg Width Req = - Rep Factors Used: No Max Web CSI: 0.579 Bearing H is a rigid surface FT/RT:20(0)/10(0) Bearing H requires a seat plate. Plate Type(s): Members not listed have forces less than 375# WAVE, 18SS VIEW Ver: 17.02 01A.1115.21 Maximum Top Chord Forces Per Py (Ibs) Chords Tens.Comp. B - C 375 -1283 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - G 1237 •360 G - F 1225 -367 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C - F 382 -1275 acs ••...,....•• G CoA KPOI * • 05/03/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTAN• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses requiT• re extreme care in is ricatin h ndlin99 shipping, installing.and bracin Refer to and follow the latest edition of BCSI ((Buildin Component S fey Information, br TPI ffn'S CA) roe salety practices prior to performing these functions. Installers shall provide terhporanT9 _ bracin per BSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a proper/ attach d rigQid ceilin Locations shown for permanent lateral restraint bf wpbs shall hav breGn nsl lled per BC I coons P3, B7 or B10yasappicable. Apply plates to each face otruss and position as shown above and on tie Joint9aetalls, unless note otherwise. Refer to ALPINEdrawings160A -Z for standard plate positions Alppine, a division of ITW B itddl1n CComponents Group InC shall not be responsible for any deviation from thisI r win ani failure to build the ,r„n,m,,,,,,ntNssinconformancewithANSIIPI1, or for hams in shi ping, installation and bracing of,irussesA seat on this dr, wirfg or cover page , , 2400 Lake Orange Dr. listing this drawing, indica es acceptance of role sons en sneering responsibilitNy soleily for the desion shown. The suiTability g and Ose of this rawing or any structure is the responsibilit of the Building Designer pe ANSIlfP1 1 c.2. Suite 150 For more information see thisjob's geni ral notes page and these web saes ALPINE: www alDmeitw com: TPI www tomsr oro: SBCA www.sbundusimmm. ICC: www_icrsafe ere Orlando FL, 32837 Job Number N333522 Ply. I SEQN. 1627 VAR OUS 9A6/9A7 .258SE/258MA/258TA ,RA01 I Oty. 4 I FROM HMT / T21 /HIP_ I Dr No/ R 22. 8R 05 24 26 2098 50172 TruKM ssLabel: HJ7A 911911 4'7"14 0 12 424 p 3X6 C N Wind Std, ASCE 7.10 O Speed 150 mph V Enclosure, Closed BCDL: 1000 V B EXP: C E Min Big Width Req = - sTs A NCBCLL. 0.00 TCDL: 4.2 psf Soffit: 0.00 BCDL: 5.0 psf F F MWFRS Parallel Dist: 0 to h/2 Loading Criteria (ps0 Wind Criteria TCLL: 20.00 Wind Std, ASCE 7.10 TCDL 17.00 Speed 150 mph BCLL: 0.00 Enclosure, Closed BCDL: 1000 Risk Category II Des Ld' 47.00 EXP: C E Min Big Width Req = - 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 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 20 SP #3 Lumber value set "I 3B" uses design values approved 1/30/2013 by ALSC Loading Hipjack supports 6-11-8 setback jacks with no webs Wind Wind loads and reactions based on MWFRS. 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. 9'5"10 4" 9151,10 '1 "1 Snow Criteria (Pg,P1 in PSF) Pg' NA Ct NA CAT NE Pf: NA Ce NA Lu: NA Cs: NA Snow Duration: NA Code I Misc Criteria Bldg Code: FBC 6th.ed TPI Std: 2014 Rep Factors Used: No FT/RT 20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL) -0023 C 999 360 Maximum Reactions (Ibs) Loc R /U / Rw / Rh / RL B 423 /181- VERT(TL). 0.061 C 999 240 E 439 /101- HORZ(LL)' -0 010 E D 312 /209 / • / - / - HORZ(TL)- 0.012 E Wind reactions based on MWFRS Creep Factor 2 0 B Min Big Width Req = 1.5 Max TC CSI 0 809 E Min Big Width Req = - Max BC CSI: 0.621 D Min Big Width Req = - Max Web CSI: 0 392 Bearing B is a rigid surface W 4.9 1.5 1.5 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) VIEW Ver: 17.02.01A.1115.21 Chords Tens.Comp. B - C 441 -743 o.7108 1 az• S T O Q COA RNRYQNAI EN 05/03/2018 IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THEINSTALLERS the latest edition of BCSI (Building Installers shall provide temporary boettorr Ghored shall have a properly nfes noted othherrwse. B7Roele to' a division of any 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 i from this dr win a failure to build the t (Seal on th g drewh q or cover page , . or the de sr n sho n. The sui Q brlrty ANSI/TPI 1 S2c.2. A IPLNE mm oowwn 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333522 Ply: 1 SEON. 1629 / T51 / HIP_ Cust R R8975 JRef: 1 WaM89750172 VARIOUS .9A6/9A7 ,258SE/258MA/258TA ,RA01 Oly 1 FROM -HMT DrwNo: 122.18.1549 20070 Truss Label, HJ7S KM / WHK 05/02/2016 5'2"3 9'10"1 573 47'14 Tee C 3X4(B7) N OV 9'S"10 4" Loading Criteria (psr) Wind Criteria Snow Criteria (Pg,PI in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 2000 Wind Std: ASCE 7-10 Pg' NA Ct' NA CAT: NA PP Deflection in loc Udefl U# Loc R /U / Rw / Rh / RL /W TCDL: 17.00 Speed: 150 mph Pf NA Ce NA VERT(LL): -0 023 B 999 360 A 382 /160 / - / - / - /4.9 BCLL' 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(R): 0.059 B 999 240 D 443 /105 / - / - / - /15 BCDL. 10.00 Risk Category II Snow Duration. NA HORZ(LL)- -0.010 D - - C 311 /211 / - / - / - /15 EXP: C HORZ L : 0.012 D Wind reactions based on MWFRSDes47.00 Mean Height: 22.43 ) NCBCLL: 0.00 It I Misc Criteria Creep Factor 2.0 A Min Brg Width Req = 1 5 TCDL 4 2 psi D Min Brg Width Req = - Soffit 0 00 BCDL: 5.0 psi Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.803 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std. 2014 Max BC CSI 0.627 C Min Brg a Width Req = Re Factors Used: No Max Web CSI. 0.397 Bearing A is a rigid surface. Spacing 24.0 C8C Dista 3.00 it " Loc from endwall: NA FT/RT:20(0)/10(0) Members not listed have forces less than 375# GCpi. 0.18 Plate Type(s) Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17 02 01 A, 1115 21 Chords Tens Comp Lumber A - B 449 •749 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP #1 Chords Tens CompWebs2x4SP #3 Lumber value set "I 3B" uses design values A - E 696 •406 approved 1/30/2013 by ALSC Loading Maximum Web Forces Per Ply (lbs) Webs Tens Comp. Hipjack supports 6-11-8 setback jacks with no webs. B • E 446 •763 Wind Wind loads and reactions based on MWFRS. Additional Notes tgrpnfyy rr/ rrrrrrProvide (3) 0 131"x3.0", min toenails at top chord Provide (3) 0.131"x3 0 min toe -nails at bottom chord. ••••• E •••••' 1 r%., s 0.708 i ; e r COA fi6 7,$M00yf,a` 05/03/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatin h ndlin shiupin installing.and bracing Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI an SCA) f$r safety ractices prior to performing these functions. Installers shall provide temporar _ brawn per BCSI. Unless noted olherwise,top chord shall have property attached structural sheathin and botto hord shall hav a pro Pry attachrPrigid cellin Locations shown for ermanent lateral restraint bf webs shall hav brauna msIalled pgr B GSgI s cbons B3, 7 or 910, as app ica e. Appy Dlat s to each face, ofptruss and position as shown above and on lie JoinrDetails, un ess note otherwise Refer to ALPINEdrawings160A -Z for s e i and plate positions Alpine, a division o1 ITW B itdl'n ompong !, G r4u In .,shall npt be responsible for any deviation from this Brewing an failure to build the truss in cpnformantx with d11 11, or andnr it s iiDPinq, installati pn and bracing 01 trussesA Seal on this drBwiX or cover pa a 2400 Lake Orange Drlistingthisdrawingindicattesacrepanfpropessponalensneeringresponslbilit soleiv for tthe desf n shown. The suf 9 bilityand ise ofthisdrwing (or any strucis the responsibility of the Quilding Designer pe yANSIITPI Suite 150 For more mrormauon see this'ob's eneral noses a e and these web sites: ALPINE. www.el meitw.tom TPI. www 1 mst.or , SBCA. www.abundust .tom• ICC: www.ittsalcorg Orlando FL, 32837 Job Number. N333522 I Ply. 1 I SEON• 1630 / T42 / HIP_ I Cusl: R R8975 JRef: 1 WaM89750172 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RA01 Oly: 2 FROM- RDG DiwNo 122.18.1549.20397 Truss Label: HJ2 SN / WHK 05/02/2018 T 12 C4.24 f Tco T in 4X4(61) 2'7"1 271 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL, 2000 Wind Std: ASCE 7.10 Pg: NA Cf. NA CAT NA PP Deflection in loc Udell L/# TCDL: 17.00 Speed, 150 mph Pf: NA Ce NA VERT(LL). NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT( L). NA BCDL: 10.00 Risk Category. II Snow Duration, NA HORZ(LL): •0.000 D Des Ld: 47 EXP- C. 00 Mean Height 20 90 it 0 001 D - - NCBCLL: 0 00 TCDL. 4 2 psi Code / Misc CriteriaCode Creep Factor 2.0 Soffit: 0.00 BCDL: 5.0 psi Bldg Code: FBC 6th.ed 201 Max TC CSI: 0 136 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Max BC CSI 0031 Spacing: 24.0 " C&C Dist a. 3.00 it Rep Factors Used: No Max Web CSI: 0.000 Loc. from endwall: NA FT/RT.20(0)/10(0) GCpi 0 18 Plate Type(s): VIEW Ver: 17.02.01A.1115.21WindDuration: 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 "I 3B" 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. toenails at top chord. Provide (2) 0.131"x3.0", min toenails at bottom chord WARNING" READ AND FOLLOW AL IMPORTANT" FURNISH THIS DRAWING TO ALL a division of l NI 1, or for r acceptance any sructure o. T08 1 o S SAT O Q 1 COA INPONALE •' I` 05/03/2018 to THEINSTALLERS 00 Maximum Reactions (lbs) Loc R /U /Rw /Rh /RL /W B 102 /51 /- /- /- /4.9 D 4 /- /7 /- /• /1.5 C 18 /12 /- /- /• /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Big Width Req = - C Min Big Width Req = - Bearing B is a rigid surface Members not listed have forces less than 375# of from this drawl any failure to build the 1 Seal on this r wirf9g or cover pagge orthe des ZhoWn. The suifbbility SI/T ALPINE m rrwcOMMIf/ 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Gable Stud Reinforcement Detail ASCE 7-101 160 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 Vind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 nr. Ian .,..i, vl..w c,e_.a .a, u__- .,_,_. e__.._ r- -- --- -- S 2x4 Brace Gable Vertical Spacing Species Grade No Braces 1) lx4 'L' Brace Group A Group B 1) 2x4 'L' Brace (2) 2x4 'L' Brace Group A Group B Group A Group B 1) 2x6 'L' Brace (2) 2x6 'L' Brace Group A Group B Group A Group B 01 J d U U O ou S P F HF al a2 a3 3' 8', 5' 9' 6' 2' 7' 8' 7' ll' 9' 1. 9' 6' l2' 0' 12' 6' 14' 0' 14' 0' Stud 3' 8' 5' 9' 6' 1' 7' 8' 7' 11' 9' t' Stud 6' 1.2' 0' 12' 6' 14' 0' 14' 0' Standard 3' 8' 4' 11' 5' 3' 6' 7' 7' 1' 1 8' 111 9' 6' 10' 4' it, 1' 14' 0' 14' 0' SP L N1 4' 0' 6' 8' 6' ll' 7' 10' 8' 2' 9' 4' 9' 8' 12' 4' 12' 9' 14' 0' 14' 0' a2 3' 10' 6' 7' 6' 10' 7' 9' 8' l' 9' 3' 9' 7' 12' 2' 12' e' 14' 0' 14' 0' k3 3' 9' 5' 3' 5' 7' 6' ll' 7' 5' 9' 2' 9' 7' 10' ill 11' B' 14' 0' 14' 0' Stud 3' 9' 5' 3' S' 7' 6' 11' 7' 5' 9' 2' 9' 7' l0' 11' IF 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' V 14' 0' 4-> L Qj US O S P f IfHrHF k1 / 02 4' 5' 7' 6' 7' 9' 8' to, 9' 3' 10' 7' ll' 0' l3' ll' 14' 0' 14' 0' 14' 0' R3 1 4' 2' 7' V 7' 9' 8' 9' 9' 1' 10' 5' 1 l0' t0' 13' 9' 14' 0' 14' 0' 14' 0' tud 4' 2' 7' l' 7' 6' 8' 9' 9' l' 10' 5' t0' t0' 13' 9' l4' 0' 14' 0' 14' 0' Standard 4' 2' 6' V 6' 5' 8' 1' 8' 8' l0' 5' l0' to, 12' 8' 13' 7' 14' 0' 14' 0' S P D F L1 R1 4' 7' 7' 7' 7' 11' 9' 0' 9' 4' l0' e' it, 1' 14' 0' t4' 0' 14' 0' 14' 0' N2 4' 5' 7' 6' 7' 9' 8' 10' 9' 3' l0' 7' Il' 0' t3' ll' 14' 0' 14' 0' 141-67-- 4'0' N334' 4' 6' 5' 6' 10' 8' 6' 9' 1' l0' 6' 10' I1' l3' 4' 14' 0' 14' 0' 14' 0' tud 4' 4' 6' S' 6' to, 8' 6' 9' 1' 1 10' 6' 10' ll' 13' 4' 14' 0' 14' 0' 14' 0' Standard 1 4' 2' 5' 8' 6' 0' 7' 6' 8' o' 10' 2' to, l0' it, 10' 12' 7' 14' 0' 14' 0' d L3 X d U O N SCPf H F Rl / R2 4' 10' 8' 3' 8' 7' 9' 9' 10' 2' 10' 7' 12' 1' 14' 0' t4' 0' 14' 0' 14' 0' N3 4' 7' 8' 2' 8' 5' 9' 8' lo' 0' tl' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' 7' 8' 2' 8' 5' 9' 8' 10' 0' IV 6' 12' 0' t4' 0' 14' 0' 14' 0' 14' 0' Standard 4' 7' 7' 0' 7' 5' 9' 4' 10' 0' ll' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' S P D F L R1 5' 1' 8' 5' 8' 8' 9' ll' 10' 3' ll' 9' t2' 3' 14' 0' 14' 0' 14' 0' 14' 0' M2 4' 10' 8' 3' 8' 7' 9' 9' l0' 2' 11' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' 113 4' 9' 7' 4' 7' 10' 9' 8' LO' l' 11' 7' l2' 0' 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' 9' 7' 4' 7' 10' 9' 8' 10' l' it' 7' 12' 0'1 14' 0' 14' 0' 14' 0' 1 14' 0' Standard 4' 7' 6' 6' 6' ll' 8' 8' 9' 3' IV 6' 12' 0' l3' 7' 14' 0' 14' 0' 14' 0' AboZrt 141- able Trvss Diagonal brace option. vertical length nay be T doubled when diagonal l8' brace Is used. Connect L Idiagonalbracefor6001 •L• 1ateachendMaxwebBrce total length Is 14'. 2x6 OF -L 12 or better diagonal 1 1111 1 Wfil Vertical length shown brace) single ffil In table above. or double cut 45' ((is shown) at r upper end. ee we• y nils den a Connect dlagann at v '! nid olnt of vertical web. Refer to chart Ove for le at al n weVAR11191000 HEAD AND FOJAV ALL NOTES Or THIS OIAVDei = OPMAMTw FIRM TIDS DRAVOG TO ALL UKMACTORS I MMM THE DiSTALERS .t. • Trusses "piny exfreM COTe In fabricating, handing, shbpaq, 6lstelW.e and bracip Refar end iaWw the 4test "Mo. of SCSI (&AdbV Canpanent safety Infarwet10% by TPI and SgCl17 fer flty pr'aeflcN prbr to peKarr q thew furrctions Installers shall provide temporary Yradnp Per Ibsess rated oOw-tse, top dw Gall haw properly attached suNcutal shm and bo O e shall have a properly attached rbld eeEbp. Laos" shown for ay a.7 f11 Ngftfisroftruss and pepesHb assow n SCiEova and an tow .bht Detals. w i ted•IPp1Y atwo~ wa( a44 - d a srowb.ps 16gA-: for star.derd plate PesHbns. - • ^ 1 r ! < µ thA a divsbn o/ ITV D.ldY.o eer4mm is C= b.c. 04: rot be respansble far ary drWttan •4"4 i Aaa !` j- QQQ Installation Ay of Ww Atha ti -Wits h erwarce wHh ANSI/IPl 4 ar for haMY.g, shtppb.p, e•eaw.. aew •• ` A seal an thb draMp or cover, page a rang tin's 6veHg, - - teff lance of prafesss al I v 13775\Rneryonl0me eryYawriapraspoaaUq sdely Ir the des4n Showa The sadtahEMy aha use of Ws dnwhp ' S oruA.,,,,N tt 1111Seat\200 far seri. sbte b W rwapwa slq of tla N.d6.p DedOur per ANSVIPI l see8 Merstindl Heights.% MO% 63043 For rare hfarwatlen seer Job's g•'••r'al rotes ppage and thew web sites "•` fgwtW MADE.. aeon, TVI. m.tpinstarpl SECN www.sbOtlustryorW Ica ewwA=l&f*4rg rnA iIASJ(1Q/ 2018 Bracing Group Species and Grades• Group At race -Pine -Fir Hen - Fir 1 .102 Standard 12 Stud a Stud N3 IStandard Dounas Fir -Larch Southern Plne N3 N3 Stud Stud Standard I Standard Group BI Hen - Fir NI L Btr NI Dov los Flr-Larch Southern Pine NI Nl N2 N2 1x4 Braces shall be SRB (Stress -Rated Board). for 1x4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these grades - Gable Truss Detail Notes, Vlnd Load deflection criterion Is L/ 240. Provide uplift connections for 75 plf over continuous bearing (5 psF TC Dead Load). Goble end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with 10d (0.128'0.0' nln) naps. 31E For (1) 'L' brace. space naps at 2' cc. In 18' end zones and 4' C.C. between zones. lWor (2) 'L' braces, space naps at 3' oc. In 18' end zones and 6' a.c. between zones. L' bracing must be a rdnlnun of 80X of web member length. Gable Vertical Plate Sizes Vertical Length No S Ice Less then 4' 0' 2X3 Greater than 4' 01, but 3X4 less than It, 6' Greater than II' 6' 4114 Refer to common truss design for peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detalt. X. TOT, LD. 60 PSF SPACING 24. 0' REF ASCE7-10- GAB16015 DATE 10/01/ 14 DRWG Gable Stud Reinforcement Detail ASCE 7-101 160 Mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1,00 Or. 140 MPH Vlnd Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or. 140 mph Vlnd Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 fir. 1?n mnh vlmd t`neea on' we..., w"i_ + o....+... u., c.._., --A r..,..._..-,, n v_a _ , nn S 2x4 Brace Gable Vertical Spacing Species IGrade No Braces 1) 1x4 'L' Brace Group A Group B 1) 2x4 'L' Brace (2) 2x4 •L• Brace Group A Group B Group A Group B 1) 2x6 •L' Brace so (2) 2x6 'L' Brace Group A Group B Group A Group B J d U Q S P r H PHF kl / R2 3' 81 6' 3' 6' 6' 7' 5' 7' 8' e' 9' 9' 2• 11' 7' 12' 0' 13' 9' 14' 0' N3 3' 6' 5' 5' 5' 9' 7' 2' 7' 7' 8' 8' 9' 1' Il' 3' Il' ll' 13' 7' l4' 0' Stud 3' 6' 5' 4' 5' 8' 7' 2' 7' 7' 8' 8' 9' 1' Il' 2' its W 13' 7' 14' 0' Standard 3' 6' 4' 7' 4' ll' 6' 2' 6' 7' 8' 4' 8' 11' 9' 8' 10' 4' l3' V 14' 0' SP D F L N1 3' 10' 6' 4' 6' 7' 7' 6' 7' 9' 8' Il' 9' 3' It, 9' 12' 2' 13' 11' 14' 0' R2 3' 8' 6' V 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' ll' 7' 12' 0' 13' 9' l4' 0' N3 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' 8' 9' 9' 1' 10' 1' to, 10' 13' 8' 14' 0' Stud 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' 8' 9' 9' 1' l0' 1' 10' 10' 13' 8' 14' 0' Standard 3' 3' 4' 3' 4' 7' 5' 8' 6' 1' 7' 9' 8' 3' 8' ll' 9' 7' 12' 2' 13' 0' U P QJ U o D S P F i Ffl NI / B2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' 10' 1' 10' 61 13' 3' 13' 9' 14' 0' 14' 0' a3 4' 0' 6' 7' 7' 5' 8' 4' 1 8' 8' 9' Il' 1 10' 41 13' V 13' 7' 14' 0' 14' 0' Stud 4' 0' 6' 7' 7' 0' 8' 4' 8' 8' 9' it, 10' 4 13' 1' l3' 7' 14' 0' l4' 0' Standard 4' 0' 5' 8' 6' 0' 7' 6' 8' 0' 9' it, 10' 4• It, l0' 12' 8' 14' 0' 1.4' 0' S P D F L R1 4 5' 7' 3' 7' 6' 8' 7' 8' ll' 10' 2' 10' 7' 13' 5' 13' ll' 14' 0' 14' 0' Ill 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' 10' 1' 10' 6' 13' 3' 13' 9' 14' 0' 14' 0' M3 4' V 5' ll' 6' 4' 7' 11' 8' 5' 10' 0' 10' 5' 12' 5' 13' 3' 14' 0' 14' 01 Stud 4' 1' 5' 111 6' 4' 7' 11' 8' 5' 10' 0' 10' 5' 12' 5' l3' 3' 14' 0' 14' 0' Standard 4' 0' 5' 3' 5' 7' 7' 0' 7' 6' 9' 5' 10' 2' 11' 0' ll' 9' 14' 0' 14' 0' X C5 cL U O w S P F LJ Ffl a1 / R2 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' 10' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' K3 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' 10' I1' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' 10' it, 111 5' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 5' 6' 6' 6' Il' 8' 8' 9' 3' l0' it, Il' 5' 13' 7' 14' 0' 14' 0' 14' 0' S P D F L NI 4' 10' e' 0' 8' 3' 9' 5' 9' 9' ll' 2' 11' 8' 14' 0 014. 0' 14' ' 14' 0• k2 4' e' 7' ll' 8' 2' 9' 4' 9' 81 It, l' 11' 6' 14' 0' 14' 0' 14' 0' l4' 0' p3 4' 6' 6' l0' 7' 3' 9' l' 9' 7' ll' 0' l4' 0' 14' 0' l4' 0' l4' 0' Stud 4' 6' 6' 10' 7' 3' 9' t' 9' 7• ll' 0' I1' 6' 14' 0' 14' 0' l4. 0'l4' 0' Standard 1 4' 5' 6' V 6' 5' 1 8' V 8' 71 l0' Il' 11' 5' 1 12' 8' 1 13' 7' 1 14' 0' 1 l4' 0' ver Bracing Group Species and Grades, Group As S ruce-Pine-Fir Hen -Ft O1 / e2 1Stnndnrd e2 1 Stud 113 Stud 03 Stnndnrd Dou las Fir -Larch Southern Plne 03 j StudStud Group B• Hen -Fir NI L Btr 111 0 las Fir -Larch Southern Plnew el Ml e2 M2 1x4 Braces shall be SRB (Stress -Rated Board). a For 1x4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these gradis. Goble Truss Detail Notes• Vlnd Load deflection criterion Is L/240. Provide uplift connections for 135 plf over continuous bearing (5 psf TC Dead Load). Gable end supports load from 4' 0' outlookers with 2' 0• overhang, or 12' plywood overhang, Attach 'L• braces with 10d (0.128'x3.0' mbt) nails. K For (1) 'L' brace. space malls at 2' a.c. In 10' end zones and 4' oc. between zones. XWor (2) 'L' braces- space nails at 3' oc. In 18' end zones and 6' oc. between zones. bracing must be a minimum of 60% of web member length. Gable Vertical Plate Sizes Vertical len th No Splice Less than 4' 0'1 2x4 Greater than 4' 0', but 4X4 less than 12' 0' Refer to common truss design for peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detall. X. TOT. LD. 60 PSF X. SPACING 24.0' REF ASCE7-10-GAB16030 DATE 10/01/14 DRWG A16030ENC101014 Aboutj able Truss Diagonal brace optlano vertical length may be T doubled when diagonalI8• X brace Is used Connect L f dlagonal brace for 6900 L• + Iateachend. Max web Br ee total length Is 14'. 2x6 DF{ 02 or better diagonal r t Vertical length shown brace) single B, In table above. 45• or double cut as shown) at L 1 upper end Connect diago.a at 11117 midpoint of vertical web, Refer to chart w VARAD011111 WAD AMD FOUDV ALL WIES ON TM oeAVDG s woolIVOIETANTn FMM 7102 DRAVVG TO ALL m(IRACTORS ga1.111106 THE DWMJMM_X Trusses re" extreme care h fabrksthg, ha.dlna, Intbnhg aM tretlnp as `t fellow the latest KSI (fid hi; of WW SE7U IF practices prior to parfurve.p them fosVdans. bowtaaers d.all pr'aAft te.porary bradl.g Wdess rrted otherwise, tap dws shall how properly attwdwi itrl torool sheatl6v and bo doll haw a properly attached r1 ySa[ eAb.4 Looatb.r drawn for pervrrrr.t lateral restraht 17 I ^ Q 11 IU10 of s andd pOsloistallood perdtlaoasslow above sections 93, 97 DDotor , S•ss, urip earotad a yM ed"!a. t• • r Refer to dnwbps 16OA-2 for standard plate posttMs. T AN (TW ODMPAW Alpbv, a dhblan of ITV IL&&V copanents fraW Inc, shall rot be responsltle for an dnlatl flat drawhy any fosse to the truss h con:orwnee with ANS1/IPI L or for heMl Z shbq aLthlas 13723%Rwe.pod%Dde A pal 0 Us" this drawp, bdutes acoepdnaa o/ prof .W of tb draewshdpMmItyM/ ua woryeevpo thrfor23W I I Suae1200 W bAxdft I sect Ma.yh..dl He.Ohb,%M0163043 for wore hformathn see this Job's e•••••'al rotes ppeea and th— web sHev ALPDE. www.a tweell. TP L www. story SYCM www,sbdndr.str aryl IC6 wwwlCCpfe ver Bracing Group Species and Grades, Group As S ruce-Pine-Fir Hen -Ft O1 / e2 1Stnndnrd e2 1 Stud 113 Stud 03 Stnndnrd Dou las Fir -Larch Southern Plne 03 j StudStud Group B• Hen -Fir NI L Btr 111 0 las Fir -Larch Southern Plnew el Ml e2 M2 1x4 Braces shall be SRB (Stress -Rated Board). a For 1x4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these gradis. Goble Truss Detail Notes• Vlnd Load deflection criterion Is L/240. Provide uplift connections for 135 plf over continuous bearing (5 psf TC Dead Load). Gable end supports load from 4' 0' outlookers with 2' 0• overhang, or 12' plywood overhang, Attach 'L• braces with 10d (0.128'x3.0' mbt) nails. K For (1) 'L' brace. space malls at 2' a.c. In 10' end zones and 4' oc. between zones. XWor (2) 'L' braces- space nails at 3' oc. In 18' end zones and 6' oc. between zones. bracing must be a minimum of 60% of web member length. Gable Vertical Plate Sizes Vertical len th No Splice Less than 4' 0'1 2x4 Greater than 4' 0', but 4X4 less than 12' 0' Refer to common truss design for peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detall. X. TOT. LD. 60 PSF X. SPACING 24.0' REF ASCE7-10-GAB16030 DATE 10/01/14 DRWG A16030ENC101014 Gable Stud Reinforcement Detail ASCE 7-101 180 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or. 160 mph Vlnd Speed, 15' Mean Height, Partlally Enclosed, Exposure C, Kzt = 1.00 Or 160 mph Vlnd Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 nr. 14a mnh Vlnet vna•ee aS' m—n Mefnh+ P....+1..11., C—I.. A r....,.- ...e n v-+ - n nn S 2x4 Brace Gable Vertical Spacing Species Grade No Braces 1) 1x4 'L' Brace Group A Group B 1) 2x4 'L' Brace (2) 2x4 'L' Brace No Group A Group B Group A Group B 1) 2x6 'LBrace (2) 2x6 'L' Brace we Group A Group B Group A Group B J U Q 114- S P F HF kl / 112 3' 6' 6' 0' 6' 3' 7' 1' 7' 4' e' 5' 8' 9' il' 1' ll' 7' 13' 3' 13' 9' a3 3' 4' S' 1' 5' 5' 6' 9' 7' 3' 8' 4' 8' 8' 10' 7' ll' 4' 13' V 13' 7' Stud 3' 4' 5' 0' 5' 4' 6' 9' 7' 2' 8' 4' 8' 8' 10' 6' ll' 3' 13' V 13' 7' ard 3' 4' 4' 4' 4' 7' 5' 9' 6' 2' 7' 10' 8' 5' 9' 1' 9' 8' 12' 4' 13' 2' SP3' D F L 3' 8' 6' 1' 6' 4' 7' 2' 7' 5' 8' 6' 8' l0' 11' 3' ll' 8' 13' 4' 13' ll' 6' 5' 9' 6' 2' 7' 1' 7' 4' 8' 5' 8' 9' 11' 1' 11' 7' 13' 3' 13' 9' 3' S' 4 7' 4' 10' 6' 1' 6' 6' 8' 2' B' 9' 9' 6' 10' 2' 12' 11' 13' 8' 3' S' 4' 7' 4' 10' 6' 1' 6' 6' 8' 2' 8' 9' 9' 6' 10' 2' 12' 11' 13' 8' ard 3' l' 4' 0' 4' 3' 5' 4' 5' 9' 7' 3' 7' 9' 8' 5' 9' 0' ll' 5' 12' 3' i Qj U Onrd S P F HF 2 4' 0' 6' LO' 7' 2' 8' 1' 8' S' 9' 8' 10' 1' 12' 9' 13' 3' 14' 0' 14' 0' It.nd 3' 10' 6' 2' 7' 2' 8' 0' 8' 4' 9' 7' 9' 11' l2' 7' 13' V 14.0' 14' 0' 3' 10' 6' 2' 6' 7' 8'0'8' 4' 9' 7' 9' 11' 12' 7' 13' V 14' 0' 14' 0' 3' l0' S' 4' S'8'7' 1' 7' 7' 9' 7' 9' 11' Il' 1' ll' 1l' 14' 0' 14' 0' S P4 3' 7' 0' 7' 3' 8' 3' 8' 6' 9' 9' l0' 2' l2' ll' l3' 5' 14' 0' 14' 0' 4' 0' 6' l0' 7' 2' 8'1'8' 5' 9'8'10' 1' l2' 9' l3' 3' 14' 0' 14' 0' 3' ll' 5' 7' 5' ll' 7' 5' 7' 11' 9' 7' 10' 0' 11' 8' l2' 6' 14' 0' 14' 0'4DFL 3' II' 5' 7' 5' Il' 7' 5' 7' 11' 9' 7' !0' 0' I1' 8' l2' 6' 14' 0' 14' 0ard3' 9' 4' Il' 5' 3' 6' 7' 7' 0' 8' 11' 9' 6' 10' 4' ll' 1' 14' 0' 14' 0' X d J 1 S P F H F ill / ill 4' 5' 7' 7' 7' 10' 8' 11' 9' 3' 9' e' 11' l' 14' 0' 14' 0' 14' 0' 14' 0' 113 4' 3' 7' 2' 7' 7' 8' 10' 9' 2' 10' 6' l0' it, 13' 10' l4' 0' 14' 0' 14' 0' Stud 4' 3' 7' 1' 7' 7' 8' 10' 9' 2' 10' 6' to, it, 13' 10' l4' 0' 14' 0' 14' 0' Standard 4' 3' 6' 2' 6' 6' 8' 2' e' 9' 10' 6' l0' it, 12' 10' 13' 9' 14' 0' 14' 0' S P D F L ill 4' 8' 7' 8' 7' 11' 9' 0' 9' 5' 10' 9' ll' 2' 14' 0' 14' 0' 14' 0' 14' 0' 2 4' 5' 7' 7' 7' 10' 8' 1l' 1 9' 3' 10' 8' ll' l' 14' 0' 14' 0' 14' 0' 14' 0' B3 4 4' 6' 5' 6' 10' 8' 7' 9' 12' 10' 7' ll' 0' l3' 5' 14' 0' 14' 0' 14' 0' StOJ ud 4' 4' 6' S' 6' 10' 8' 7' 9' 12' 10' 7' 11' 0' 13' 5' 14' 0' 14' 0' l4' 0' Standard 4' 3' 5' 8' 6' V 7' 7' 8' 1' 10' 3' 10' ll' 11' Il' 12' 9' 14' 0' 14' 0' Bracing Group Species and Grades• Group At S race -Pine -Fir Hen-Ftr Nl /12- lStandard 1 02 1 Stud N3 Stud1 03 IStandardl Dou los Fir -Larch Southern Plne 03 N3 Stud Stud Standard Standard Group Bt Hen -Fir NI t Btr Nt Dou Ins Fb--Lurch Southern Pine Nt NI N2 lx4 Braces shall be SRO (Stress -Rated Board). For lx1 So. Pine use only Industrial '5 ar Industrial 45 Stress -Rated Boards. Group B values my be used with these grades. Gable Truss Detail Notes, Vind Load deflection criterion Is L/240. Provide uplift connections for 100 plf over continuous bearing (5 psf TC Dead Load). Gable end supports load from 4' 0' outlookers with 2' 0' overhang, or l2' plywood overhang. Abu Attach 'L' braces with lOd (0.128'x3.0' mina malls. able Truss Nf For (1) 'L' bract- space malls at 2' o.c. In 18' end zones and V oc. between zones. Diagonal brace optlaro 311OB'or (2) 'L' braces space naps at 3' o.c. vertical length may be hi, In 18' end zones and 6' ac. between zones. doubled when diagonal e 18' L' bracing must be o minlmun of 00% of web brace Is used. Connect member length. diagonal brace for 7750 of each end. Max web L' Brice Gable Vertical Plate Sizes total length Is 14'. Nl Nf Vertical Len th No Splice 2x6 DF -L 42 or I Less thou 4' 0' 2X3 better diagonal T_ t Greater then 4' 0', but 4X4 Vertical length shown brace) single 8' i Illfl if less than IO' 0' In table above. 45' or double cut as shown) at LReser to common truss design for upper end. peak, splice, and heel plates. Connect dlagora at Q a Refer to the Building Designer for conditions midpoint of vertical web. S Refer to chart d •ionflax gQb vet e&th. not addressed by this detail. a\IARIDM211te WAD Alm FIELLOV ALL T6= ON TKIS ORAVVQ = • ; MTwrm FIN m TKm ORAvoG TD A1L canpACIOK f Tiee owmI Rf • Q, REF ASCE7-10-GAB18015708 Trusses req,& extreme care In fabricating, handling, btal aha braW Refb to ani• felta. vee latest edelen of WSI (Haag CaVotr..t S.A ° ermaaem"'y TPI and sSw feltKpriertoperforming !hemp functions. Installers shall provide tempora ybrs eI.e S e s DATE 10/01/14 DRWG A18015ENC101014 bi"+e`ssalot" ether.lse, tap dvd shag have Drop..+, all.. struee w sheaWng ud aw child sfnaa have a prbopperty attached rlod ce6b.g, Lo a"ons shown for permanent lateral n of a aaseaM ON, Installed an thth NJaImt 110, atasr, petlrrdps to I SAT Q6Qofshownaboveandassrotor Refer to taw.nps 16OZZ for standard plate posrdors. AN RWCDMMNY A4*w.. dN41an of ITV Shari components r,'oeo Inc. she net be rewamsel. to any dela •e l`lliesathpeetrussinodmfonw" .Mh AIM/TPI L or for hanahg, aa• se•s., 13723\ Rnerpoll\ 0me1 eq ,mare tb/1d s•. pea A sed a ells dm.&V or cover W Onto sVis hown Tl ie YNcates aceepb~ of prufessN.nd G' emgineerYng eddy for ae "tehslty aha ua of this yvw tv MAX. TOT. LD. 60 PSF 11 Sutel 200 MarylaM\Nelphts.\Mot 670e3 far array sb%cft e Is W rrgenstlNy of tin Nnasng Oedgrnrr per M/TP[ 1 SeeL / ONAL f 1( Ij' MAX. SPACING 24.0' War 4t ew job's Silken .te•saa W them10 ... vefeerg INMt' CLR Reinf orcing Member Substitution T -Reinforcement This detail Is to be used when n Continuous Lateral Restraint (CLR) OY T-Re1nf. Is specified on n truss design but an alternative web L -Rein forcement: or reinforcement method Is desired. L-Relnf. Notes: This detail Is only applicable for changing the specified CLR shown on single ply sealed designs to T -reinforcement or L-relnforecement or scab reinforcement. Alternative reinforcement specified In chart below may be conservative. For minimum alternative reinforcement, re -run design with appropriate reinforcement type. Web Member Specified CLR Alternative Relnforecement Size Restraint T- or L- ReInf. Scab ReInF. 20 or 2x4 1 row 2x4 1-2x4 20 or 2x4 2 rows 2x6 2-2x4 2x6 1 row 2x4 1-2x6 2x6 2 rows 2x6 2-2x4W 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6OO 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. 010 Center scab on wide face of web. Apply (1) scab to each face of web. Apply to either side of web narrow face. Attach with 10d (0.128'x3.0',min) nails at 6' o.c. Reinforcing member Is a minimum 807 of web member length. Scab Reinforcement: Apply scab(s) to wide face of web. No more than (1) scab per face. Attach with 10d (0.128'x3.0',min) nails at 6' o.c. Reinforcing member Is n minimum 807 of web member length. V$NOMW NEAR NO fMWV ALL IQIES ON THIS OMVOG OKDVMTAKr F%FMM THIS OMVDG Ta ALL. WMACTOts D131MG THE DWALLOM Tnvssfs ragA ewb sne car. In fobrlcaterp, hanaky shpplp, burtalting and braebip Mi fdW the latest *don of KSS <Nutbrynen, re Coniont Safety Infaatlby TPI and SNCA7 ser ' practic.. Prior to p.rfar.6 thew funCtlons. Installers .haU Zvtde =&!= Us.ss noted otharebf, tap chard shall have properly attached strlctb O we shall have a properly attached = calling. locations down for perronent lateral ritratrt ahaN have bvtlnp Ylslall.d per KSI sectbns 13, 17 or 11o. as applkabl.. Apply pla4s to f of truss aha dpdotlenasSloanabutandorttheJointDetds, urdfss rated ethareW. Rfifr to dra 160A-2 ter standard play posMlarli A4*w, a dMsbn of ITV Wdn/ C, V- writs trap brc. shnLL rot b rfspondbla ter any d..eatlANRINGD/a1MlIY this drowYra •n7 f It r to bub the truss In coniornance .Mh :Mbjf 14 or for `h% 4 tion a brotlrq w tnvnes. A pal an this drawYq s Dover pear Usfbrp thb traaerN, Indicates acceptance of Proffsdoed 11137231 R1verport%Orae rfWa slq solely far th drtlpn shorn. TIa a/ta=V aha up of this dnsera 11 Suits%200 Ier any .tnvcbsv b tlr rfsper llty M W 1VdIq Dedpar pw M6I/IP1 1 Seca 11 Marytandl Heights,\ MO% 63043 Fen were erfoo atlon a" this Jab's general rater page and thea web shtfo AI,PItF.. •ww.atP11n@1twXon0 TPG wwe.tPhnsto SK* everatickidustryArSu ICP weekcsofirArg Scab 01.0400: _••._' Tr e tL PSF REF CLR Subst. C DL PSF DATE 10/01/14 AT O ht BC DL 4V: BC LL h•••..,,; a.••eG TOT. LD. ONAIL DUR. FAC. fI/ 2018 wt a SPACING PSF PSF PSF DRWG BRCLBSUB1014 T Relnfo Ment Go Tr Galole Detail For Let -in VPrtirnlq to pproprlate Alpine gable detail for e sizes for vertical studs. Engineered truss design for peak, b, and heel plates. vertical plates overlap, use a to that covers the total area of lapped plates to span the web. P, 2X4 2X42X8 Yrovlde connections for uplift specified an the engineered truss design. Attach each 'T' reinforcing member with End Driven Malts - 10d Common (0.148'x 3.',min) Notts at 4' o.c. plus 4) naps In the top and bottom chords. Toenailed Molts - 10d Common (0.148'x3',min) Toenalls at 4' o.c. plus 4) toenails In the top and bottom chords. This detall to be used with the appropriate Alpine gable detall for ASCE wind load. ASCE 7-05 Gable Detall Drawings A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 ASCE 7-10 Gable Detail Drawings A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, A18015ENCLOl014, A20015ENCI01014, A20015END101014, A20015PEDI01014, A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014, A18030ENCI01014, A20030ENCI01014, A20030ENDI01014, A20030PEDIOIO14 S11515ENC100815, S12015ENCI00815, S14015ENCL008L5 JOGI IMQQ 815, S18015ENC100815, S20015ENC100815, S20015ENDl 00 EDlOU S11530ENC100815, S12030ENC100815, S1403 0@t,ORNCIjq S18030ENC100815, S20030ENC100815, 5200 %oven OPEIOID4 10 See appropriate Alpine gable detall for T' Reinforcement Attachment Detail T' Relnforcing 'T' Reinforcing Member Member Toe -mall - Or - End -mall To convert from 'L' to 'T' reinforcing members, multiply 'T' Increase by length (based on appropriate Alpine gable detall). Maximum allowable 'T' reinforced gable vertical length Is 14' from top to bottom chord. T' reinforcing member material must match size, specle, and grade of the 'L' reinforcing member. deb Length Increase w/ 'T' Brace T' Relnf. 'T' Mbr. Size Increase 2x4 30 '/. Examples 2x6 20 ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Gable Vertical = 24'o.c. SP R3 T' Reinforcing Member Size = 2x4 T' Brace Increase (from Above) = 307 = 1.30 1) 2x4 'L' Brace Length = 8' 7' Maximum 'T' Reinforced Gable Vertical Length 1.30 x 8' 7' = Il' 2' wNAIOQtaw IEAD Nm raLL0v ALL talra a Teas WAVDo - - REF LET -IN VERT031MOTAMToFUMMTHISWAVDCTOALLCOtTRACtutSDRIUDDGTIEtMST _ yy Trusses require ewtrene care In fabricatbp, hwWWV. slipping. Installtrp ab bracing Ref tEl ar% follow the latest editbn of RCsI tDWdV Wrponent safety information, by TPI and SRCA) P safet}w DATE 10/01/14 petices prior to perforn" these functkwu& Installers shall provide to,porarY bradnp RCSL e Unless noted otherwise, top lard shall have property attached strueewl sheatlYrp and bo 1 • chain how .property attached rtX ca g Locations shown for permanent lateral restraint ' L- F DRWG GBLLETIN1014 A&iNF9- shall have tracbp MctaUed per 1 sections [13, 97 or RIO, as applicable. Apply plates to ea a (V of tn.ss and p0oosttlon as shown show and on the Joint OetaRs, vdese noted otherwise. •e < • , Refer to drawings 160A-2 for standard plate positions.•ae Alpine, 'e division of ITV I#Aldi+g components fr qrp Inc. shall not be responflble far any devL\' PA e••••••••• v` API R1N MR4NY this drawing, any fallure to hold the truss to confornaKe .ith ApslrtPl 1, or for InMh g, sVs,O CN `` MAX. T T, LD. 60 PSFstallatlenabracingoftrusses. G tt"" 1113723%RweryorlOme wnR eraO this drawingU solettyfor the page show TIthis QM aAOabUty acceptance, Inclicates e of Wsdye w'We1 iwtw Il Suite%200 for any Uw l'•h' of eine ud+a Refiner per AMSVTPI t recd OA /A3F2018 DUR. FAC, ANY Maryland% Heights.% M0163043 for more Infornatlan tee this Job's 0•nnwr'•t notes page aM these eb sKes, ALPMFi .•walpimlt•.Coml TPG ..•. C.orgl SRCA •ew.ceeduseryorgl I weeleceafe MAX. SPACING NAIL REINFORCEMENT FOR PLATE DETAIL This detail may be used when the required number of Nails shall be driven through solid steel at a distance no connector teeth In a truss member exceeds the actual closer that 1 Inch to the joint line. Nails may also be drivennumberofteethinthegivenmember. Nails may be driven through the tooth slots, but shall be located at the end of through the connector plates) in truss members using the the slot farthest from the joint line, nail type specified below to Increase the lateral resistance of the connector plates) having a shortage of required Use a maximum of 2 nails per square inch of plate area. effective teeth, Nail Type Duo -Fast CS157 1.5' x 0.105' Smooth Shank Coil Nail Material Connector Plates Substitution SP, DF -L, HF, SPF Alpine 20 -gage Wave 1 Noll replaces 2 teeth SG )= 0.42) Alpine 20 -gage H 1 Nall replaces 2 teeth Alpine 18 -gage S 1 Noll replaces 2 teeth Nail Type 0.131' x 1.5' Box or Gun Nall Material SP, DF -L, HF, SPF SG )= 0.42) Connector Plates Alpine 20-9age Wave Alpine 20 -gage H Alpine 18 -gage S Substitution 1 Nall replaces 3 teeth 1 Nail replaces 3 teeth 1 Nall replaces 3 teeth Typical Joint Configurations. This Detail Is Applicable Onlyy Offset No More Than 1/2' Fr ovMlemis READ No FO.LOV N.L INTIM o1 na WAVOU 4 0FOtTNITo FUNM THO 0RAVM TO Al. MOVACMRS 04=11G THE 06 __4 Trusses reQrAr strew. carr In faWcatbrp, landlaR, 'Alit q aM bracing. R.flr tofellowtheblest *~ of RCSI T[AAdhg Coponsnt Safety Inierwatlon, by lPt end S/W practices Prix• to PeriorNq these functlenz Installers shall pertde tinigiabrre p bdoss rated othsrelae, top lord shag how Properly attached struct-1 slaafh p end shah haw a properly attachedper rip1dICSt ce6p. l93, 97 o show for perwanent bterol of O shah Mw bnebrg Yatalled per RCS[ sections R3, R7 er Rle, as applcaYe. Appy pbtes to of truss and position as shown above aM on the JoYht thtass, vases noted otherebe. Refe to dmvbpf 160A -Z fen standard pate positions. AN i Alpbne, a dlMslon of IiV pAaq Cerperants Grerp [ne. sh*U not be responsible for arty devla ITW {M11'i this drawing, any ia4sr to WU the trvSs In caniorwarce am ANSVTPt 1, o• for haMlbp, shyalbtlonLbracingoftrusses. A Seel a this dnrwbng w coven page Osfbrg this dnrwbng, Mcatrs acceptance of pofessbnel I \ 13723\ Rrveryon\ Ome f ry a Itl' sa41Y fr ted dela shown TM n/ts=y W use of Ws dra-6v Sole\ 200 wnY for Hare hfarwe tlaib tht TiAbrg Oesaer Per AA6I/TP1 1 Sect Maryland\ Heights,\ MO\ 63047 Job' gen.rat rotes Page uws these web Mew- ALPM www.aleaWtweonr TPG aaa.tnb slier SW....sh r...tr......,., rm ...w..s.,..,. Nails shall be driven through connector plate having shortage of required effective teeth. Nails may be driven through connector plate on each face of joint If each plate has a shortage of required effective teeth. Nails shall be fully embedded Into wood areas free of defects. This detail is applicable only on joints where the connector plate has been offset no more than 1/2' from the design position shown on the truss design drawing. This detail is applicable for trusses with lumber oriented vertically (2x-) and trusses with lumber oriented horizontally Qx2 and 4x2). 1 Sw AWO.'," Se S ONAL w Joint Configuration. or Plate Has Been On The Truss Design Drawing. Line REF NAIL REINFORCEMENT DATE 10/01/14 DRWG REPPLTNLI014 Gable Stud Reinforcement Detail for Stucco Cladding ASCE 7-M 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or, 140 mph Wind Speed, 15' Mean Height, Partlally Enclosed, Exposure C, Kzt = 1.00 Or, 140 mph Vlnd Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 rl-. 11pa _m- --e___-. .c, -_ S 2x4 Brace Gable Vertical Spacing Species I Grade No Braces 1) 1x4 It. ' Brace 11(1) Group A Group B 2x4 'L' Brace (2) 2x4 'L' Brace as Group A Group B Group A Group B 1) 2x6 'L' Brace (2) 2x6 'L' Brace Group A Group B Group A Group B RI J U U Q COLI SPF H 02 3' 4' 5' 9' 5' 11' 6' 9' 7' 0' 8' 1' 8' 5' 10' 7' 11' 0' 12' 8' l3' 2' 03 3' 2' 5' 8' 5' 10' 6' 8' 6' It' 8' 0' 8' 4' 10' 6' 1 10' (1' 12' 6' 1 13 0' Stud 3' 2' 5' 8' 5' 10' 6' 8' 6' 11' 8' 0' 8' 4• 10' 6' 10' ti' 12' 6' 13' 0• Standard 3' 2' 4' 11' 5' 3' 6' 7' 6' 11' 1 8' 0' 8' 4' 10' 4' 10' 11' l2' 6' 1 13' 0' SP DPL 41 1 3' 6' 1 5' 10' 6' 0' 6' l0' 7' 1' 8' 2' 1 8' 6' 10' 9' 11' 2' 12' 9' 13' 3' R2 1 3' 4' 5' 9' 5' I1' 6' 9' 7' 0' 8' 1' 1 8' 5' 10' 7' ll' 0' 12' 8' 13' 2' p3 3' 3' 5' 3' 5' 7' 6' 9' 7' 0' 8' 0' 8' 4' 10' 7' 11' 0' 12' 7' 13' I' 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' 81 10' 4' 12' 6' 13' 0' F' L Q/ a, UHQ SPF F NI / M2 3' 10' 6' 7' 6' 10' 7' 9' 8' 1' 9' 3' 9' 7' 12' 2' 12' 8' l4' 0' 14' 0' a3 3' 8' 6' 6' 6' 10' 7' 8' 7' Il' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' Stud 3' 8' 6' 6' 6' 8' 7' 8' 7' I1' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' Standard 3' 8' 6' 1, 6' 5' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' l4' 0' SP DFL NI 2 3 Stud I Standard Less than 4' 0' 2x3 d l XRl d U ill r-1 SPF HF 1 / #2 1 I+ IIIIII l Greater than 4. 0', Vertical le tin shown 7. B' Ifl/l s In table above. li3 ' 0• 0 4' 45' 0' 8' l3' 8' 14, Standard 4' 7' 0' 7' 5' 81 91 Q, 5, 9, 4, , Q, SP DFL 4'5' 7' 7, 7' ' 8• ' 0' , 3' 0, 81 ' 6• ' 0' 4, 0' 0' 02 4' 3' 7' 3' 7' 6' ' 6' 8' 0' ' 2' 0' 7' ' 5' ' O' 4' 0' 3 4' ' 7 7 8' ' 0' 0' 6' 13' Stud 4' 2' 7' 2' 7' 5' 8' 6' 10' 1' 10' 6, 13' 4' 13'' 0' M89'9'14' 14' 0' Standard 4' 0' 6' 6' 6' 11' 8' 5' 10' 0' 10' 5' 13' 2' 13' 0' 14' 0' Bracing Group Species and Gradesm Group A, Sruce-Pine-Fir Hen -Fir NI / N2Stamdartl 02 Stud N3 Stud N3 Standard Dou las Fir -Larch Southern Pirnessw 3 N3 Stud Stud Standard Standard Group B, Hen -Fir I a Btr NI 11 Dou las Fir -Larch Southern Plness NI Nl N2 Y2 1x4 Bracts shot( be SRB (Stress -Rated Board). ssFor 1x4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values nay be used with these gratim Gable Truss 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. Aliautjl: Attach 'L' braces with lad (0.128'x3.0' min) nails. ble Truss K For (1) 'L' brace- space nails at 2' o.c. In l8' end zones and 4' o.c. between zones. Diagonal brace option, l«8'or (2) 'L' bracts, space nails at 3' o.c. vertical length any be In 18' end zones and 6' o.c. between zones. doubled when diagonal IB•'L' bracing must be a minimum of BOXof webbraceIsusedConnect IL member length. dingollnl brace for 600« at each end Max web L, Br ceGable Vertical, Plate Sizes total length Is 141. KBI No S llceVertical Length1but2x6DF -L 02 or I Less than 4' 0' 2x3 better diagonal 1 I+ IIIIII l Greater than 4. 0', Vertical le tin shown brncei single B' Ifl/l s lessthan ll' 6' 3X4 In table above. 45' or double tut as L 1 if4 Greater than ll' 6' 47f4 shown) at Ini I'll t Refer to common truss design for upper end. pink, splice, and heel plates. Connect diagona at1 t1le ••Y..1Refer to the Building Designer for conditions of vertical web. Refer to chart ova 1 or m x able ver I^ h. not addressed by this detn«. THIS ORAIGIwWTANrwRNI SAEADNO WAVPPIG TOi°"ra(,w1OACT DVCMM TY0K MT rjo. REF ASCE7-10-GAB16015 Trusses reaivl'e extremet hcarfabnIcatlp, handing, °h4paq, Instal ebra Mndmf -to a fporoao. the latest 0~ of KSI (ImAldho Cdpa it t Safety InfamtlMg1° indyTPI ane S )f yo Wassu rot 0ether Us. top chord shallrfol hi them l have rape 'iy attachedunctions. Installers suit s°NtrucMa rWptr°ard b ch°rtel DATE 8/3/15 asIALOE sheu have ° prape.(y atteOrd rigid cAhp Looseroro sheen for pe,wanent lateral restraint .abs rhea have brachy hstaued per IESI sections I3, n or Ill, as eppll:able. Apply plates to of, truss W peem1 as shown ebvt aro an the bit Dtttls, mwsess rated oMermmbtt. SAT fl 0 DRWG S16015ENC100815 R.f.r to dra.amps 16011-2 far standard plate position,.. Alpine, dhtsbn p c rtwaoAnlrAN lNr a of ITV Taaa.e components Group in- shell not be resp°nsw for any stewtwar.ebm«, any fade* to hAld the truss h conformance .lei ANSVTPI L ar far h. any d l.tbn a braCb of trusses. h e• e • ` jjjjee• MAX. TOT, LD. 60 PSF 13723%Rnerpoa\Dmf A seal on toes d a.a.p or never P Ystli this triship, hdxates acceptance of profess4W responsibility solely fdr eM deslon shown The NhhYq erN use of MY dra G f !0 ` Sats\200 f •nl' the ausdawDeslpnr per AC V1P ecaisthe " tl dsMarylammd\Hephls.\MO\0]0(3 For mare Inform .I•b I.eb Otte A1PM ...wltmhNt.towl TPI..... star«, slcAm ....ss ay.orl, Ica ee.a:cHffAre 11TID711IIN rnA MM17171"A I4 MAX. SPACING 24.0' I STRONGBACK BRIDGING RECOMMENDATIONS BUTT STRONGBACK BRIDGING TOGETHER 4' 0, ATTACH SCAB WITH 10d U 4' -0. 2x6 (0.128'x3.0') NAILS IN 2 ROWS AT SCAB 6' O.C. NOTE- IN LIEU OF SPLICING AS SHOWN, LAP STRONGBACK BRIDGING MEMBERS FOR AT LEAST ONE TRUSS SPACING STRONGBACK BRIDGING SPLICE DETAIL NOTE: Details 1 and 2 2) IOd COMMON (0.148'0.0') OR BOX/GUN (0.128'0.0') NAILS AT TOP AND BOTTOM OF 2x4 SCAB -ON BLOCK. ATTACH STRONGBACK TO BLOCK W/ (3) 10d COMMON (0.148'0.0') NAILS OR (4)10d BOX/GUN (0.128'x3.0') NAILS. are the preferred ATTACH STRONGBACK TO WEB W/ (3) lOd COMMON—_ 0.148'x3') NAILS OR 4) 10d BOX/GUN attachment methods STRONGBACK BRIDGING ATTACHMENT ALTERNATIVES 5". pt All scab -on blocks shall be a minimum 2x4 stress graded lubber.' All strongback bridging and bracing shall be a minimum 2x6 'stress graded lubber.' 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.) Now -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 loads, 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). 2XV0JOID M W.""rmwv AlL fem a "US MVM a • o. (U8 t L PSF REF STRONGBACKaammmrsonimmTmamvaaToALLm6TRAcTimaCummTIEvwm.L &ir Trusses r.Qury eatrene care h fabAmthp, hancoq, d,bpIro, Mmllhp :uTw bra M/eP,m s sola. w hast eRUon or tICSI anaahq toroortent Safetysf.t Irtfer,aelon by TPI .ec SIfJu • * : C Dw% CL PSF DATE 10/01/14 Wass no ed o m perfatm.. t p erre ftd lows. tpa, ,err dve otruc raltamsh rrMaelnp BC DL PSF DRWG STRBRIBR1014lMsessratedether•h•, tap Otad shall haw properly atmehed structural sMewq a,d bot O _ shell haw . properlY attactod NpN e•Yq, LocatWro sheen for permanent lateral restraht •b s a1 0shoUhawbrQCYqhstsUedperCSIsectbnsI7. 117 or 3W..a appUaable. Apply pt.tes to ea eq11 of truss and ppoosHlon as sho.n above and onthe Joht DetaRs. unless noted otheratse. i • L, d War m draps •h16GA-2 far samara plate postUorts. • •• P : BC LL PSF NOW. a division of ETV kdhp Ca"m is Gray btc. shut net a ed respertWMe for an delve •• 1 • Vf} AMI ehb ara.bq an,'altva a bund th conformanceMavhetrussconformance •Ith TPI L. or for h.ndl6q (. •a•......:•• a TOT. LD. PSF atlen a •r•oV of trusses. CNAsealonehbdambqrawrpWIlttYtpthissa+ty, /doates amptanoe of professbW f' SIO AL G` , DUR. FAC. 1.00t3723\Rrveryon\Orive er yeIp rho •a•lY f•r a• 411 ao'^ Twe sl/ W=Y artl rs• of Ws q'a•h0 Suoe\ 200 Ior arty tbueNeN Is fM raspa'ui4tY of W kbi0 Drd7'•r per A16I/TPI 1 Sett. /I Mapaa Marytan0\ MephtsAM0\83043 For'are Infornatlon ae this Jobs p•nerwl noas ppaeppae and these •W pteo A111 N190 ALPItC, .a..a Mt.zoM TK, .•.. SIG, •••.sbcatdistr t Mo ..•1ceple SPACING 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. K* 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 t— 8-0-0 Max .i 4X4 Unless specified otherwise on engineer's sealed design, for vertical valley webs taller than 7-9' apply 2x4 'T' reinforcement, 807 length of web, some species and grade or better, attached with 10d box 0.128' x 3.0') nails at 6' o.c. In lieu of 'T' reinforcement, 2x4 Continuous Lateral Restraint applied at mid -length of web Is permitted with diagonal bracing as shown In DRWG BRCLBANC1014. Top chord of truss beneath valley set must be braced with: properly attached, rated sheathing applied prior to valley truss Installation. Or Purlins at 24' o.c. or as otherwise specified on engineer's sealed design Or By valley trusses used in lieu of purlin spacing as specified on Engineer's sealed design. xxx Note that the purlin spacing for bracing the top chord of the truss beneath the valley is measured along the slope of the top chord. Larger spans may be built as long as the vertical height does not exceed 14'-0'. Pitched Cut Bottom Chord Valley 20-0-0 (++) 0-1 Supporting trusses at 24' o,c. maximum spacing. Valle Spacing Square Cut Bottom Chord oe-nailed valley 2X4 Stubbed Valley End Detail 4X4 Optional Hip Joint Detail Partial Framing Plan s fWTWr— F WAVnmacm AILiiA" TM VKLWTM D VWALLEM Trvsses O, 7.0 i T%' LL 30 30 40PSF REF VALLEY DETAIL n11 rt" •.trent cV h fabrbetbhe, herdUnW shopbrp b{el1Yq srW breeyrp Refer to fdlot the lett edrtan of RCSI madro Cavaent Safety Inforn.tlon, by TVI and s`iG1) form t practkts prar to perf mb these IF is ns. Installers shell provlle tervorarY br0C 1p per S bless noted othereao, tap Chad shalt have properly attedwd rtrue 4sv1 sheathhp and bOtt01 hwd wu hew a properly aetncMd ripld ctlhp lacatans slwtn for perwrent aterel restraht of s shalt Irw br'•d'r0 Wtatled per ESI secttenr 83 07 IUU, DL 20 15 7 PSF B DL 10 10 10 PSF S T O DATE 10/01/2014 DRWG VAL160101014 O W as appUoehla. Apply plata to tadr • a:f to dm*W 0 es fair s an w am en at to s. aoess, wtoss roes otherMse. brps I60A-z for spwderd plat. posltlen• LL 0 0 0 PSF t e AN TNODMMNY AIpW, a dWWon of ITV M Corvnrnts Cep [nG droll rot bt respenstlt for vy devatan f ehb o.bp ery felvt to buRd the truss h c rFae+uae .enr Nat TVI I. w for haiidho, sMoprrp. aeon a cIN of trusses. oO 44 TOT. ae• T LD. 60 55 57PSF e•rAseatw06iathpwcpverpopeUslhytMsdra-&rp, bmtts ecceptowo of proMssbnl t• ` 13723\ Rrverporlt O -e r*ar Solely far at sits 0— The s ltebllty wd use of Wits droehpf: or'f Is W ''•On ' of d'• tA pt•'v"r W I t Seca f fq /Q A`, tt DURFAC.1.2571.33 1.15 L15swe\200 Maryb2d0 Nerphts,\MO\630e3 for nor'• hf•rvmtlen see Ws J:b's prnervl rotes pa and throe e0 often AtVlxtr .... .m., Tru ...tpbntorgr sSul ...sban• . raw ... uwf. dAIf I SPACING 24.3- nne Xn79S[• Gable Stud Reinforcement Detail for Stucco Cladding ASCE 7-10: 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Urt 140 MPH Wind Speed, 30' Mean Height, Partlally Enclosed, Exposure C, Kzt = 1.00 Urt 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure 0, Kzt = 1.00 nw lin wit VIwJ Cw J 7n, S T O ; Q NAI. rGNe Bracing Group Species and Grades, Group At Snice-Pine-FirndnHem-Fir NI / N2 Stard .2 1 Stud 3 Stud N3 Istandard Oou las FIr-Larch Southern Phlewns N3 N3 Stud Stud Standard Standard Group Bt Nem -Fir rl L Otr NI Bou Ins Fir -Larch Southern Pbseeee Nt rl N2 N2 lx4 Braces shall be SRO (Stress -Rated Board). For tx4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values no be used wlth these grades. Goble Truss Detall Notes: Wind Load deflection criterion Is L/360. Provide uplift connections for 135 plf over continuous bearing (3 psf TC Dead Load). Gable end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with 10d (0.128'0.0' min) malls. 31E For (1) 'L' brace, space malts at 2' o.c. In 18' end zones and 4' o.c. between zones. XWor (2) 'L' braces- space nalts at 3' or - In 18' end zones and 6' o.c. between zones. L' bracing must be a minlnum of 80% of web member length. Gable Vertical Plate Sizes Vertical Len th No S Ice Less than 4' 0' 2X4 Greater than 4' 0', but 1 4X4 less than 12' 0' Refer to cannon truss design for peak, splice, and heel plates. Refer to the BulldbV Designer for conditions not addressed by this detail. MAX. TOT. LD. 60 PSF SPACING 24.0' REF ASCE7-10-GAB16030 DATE 8/3/15 DRWG S16030ENC100815 Gallote vertical length nay be T 1 1 ifi' t iliii brace Is used Connect diagonal brace far 690. L• at each end Max web Br Ce total length Is 14'. 2x6 DF -L 02 or ii t M iiii RMKBJ NLUI RAMMEM"EM Vertical length shownbrace) single B' In table above. 45 or double cut as shown) at L 1 upper end Connect dagom at midpoint of vertical web. ELL", UL KIM", eeVARNIM3M WAD OW fOLLOV ALL MOTES ON 1K IS OIAVDO w PIwTAMras Fl/VM THIS DRAVDG M ALL m(no1C101S DCLLMDG THE DtSfALLOtS= MENUANUA -M Ai- Trusses regLA e -Ur owv In fobrlcethp, handing, ailbpinp, Instell end MFM"ti ratio. the latest edHten M KSI «\idtp ealpa ent Safety IMpwstlen, by Tpl and SNCA) F OraCdCfe PMW to perfoof* these fVKMali klftaaers OMII provide temporary YraehqMessnotedotherwise, trop chord have 111711 111 shall property attadwd structural sheaM6tp erd bo shall have a properly attachad skid c llha locations shorn for perwnnt later*[ restraht Is Qch ed NdwddO [ INL' rL J I 1'7J S T O ; Q NAI. rGNe Bracing Group Species and Grades, Group At Snice-Pine-FirndnHem-Fir NI / N2 Stard .2 1 Stud 3 Stud N3 Istandard Oou las FIr-Larch Southern Phlewns N3 N3 Stud Stud Standard Standard Group Bt Nem -Fir rl L Otr NI Bou Ins Fir -Larch Southern Pbseeee Nt rl N2 N2 lx4 Braces shall be SRO (Stress -Rated Board). For tx4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values no be used wlth these grades. Goble Truss Detall Notes: Wind Load deflection criterion Is L/360. Provide uplift connections for 135 plf over continuous bearing (3 psf TC Dead Load). Gable end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with 10d (0.128'0.0' min) malls. 31E For (1) 'L' brace, space malts at 2' o.c. In 18' end zones and 4' o.c. between zones. XWor (2) 'L' braces- space nalts at 3' or - In 18' end zones and 6' o.c. between zones. L' bracing must be a minlnum of 80% of web member length. Gable Vertical Plate Sizes Vertical Len th No S Ice Less than 4' 0' 2X4 Greater than 4' 0', but 1 4X4 less than 12' 0' Refer to cannon truss design for peak, splice, and heel plates. Refer to the BulldbV Designer for conditions not addressed by this detail. MAX. TOT. LD. 60 PSF SPACING 24.0' REF ASCE7-10-GAB16030 DATE 8/3/15 DRWG S16030ENC100815 ble Truss Blagonal brace optioro vertical length nay be T doubled when diagonal l8' • brace Is used Connect diagonal brace far 690. L• at each end Max web Br Ce total length Is 14'. 2x6 DF -L 02 or better dlogonal 'r Vertical length shownbrace) single B' In table above. 45 or double cut as shown) at L 1 upper end Connect dagom at 0' C midpoint of vertical web. Ilk Ilk Refer to chart eeVARNIM3M WAD OW fOLLOV ALL MOTES ON 1K IS OIAVDO w PIwTAMras Fl/VM THIS DRAVDG M ALL m(no1C101S DCLLMDG THE DtSfALLOtS= Trusses regLA e -Ur owv In fobrlcethp, handing, ailbpinp, Instell end MFM"ti ratio. the latest edHten M KSI «\idtp ealpa ent Safety IMpwstlen, by Tpl and SNCA) F OraCdCfe PMW to perfoof* these fVKMali klftaaers OMII provide temporary YraehqMessnotedotherwise, trop chord have 111711 111 shall property attadwd structural sheaM6tp erd bo shall have a properly attachad skid c llha locations shorn for perwnnt later*[ restraht Is Qch ed NdwddO [ shown ebov, WU hD Deta , nias a0 tts noteddOo herrwibse. Mof ° oand PC~ az rL J I 1'7J plate AN MWCCIMPANYN4&4, a 44910n of ITV "dhQ easementsGray Inc. shaft not be responsible For any devletl tKs draehp, any failure to IxAd the truss h mnforronee with ANSt/TPI L ger for handing, sHM A setlOM d ansab bdaw y ger page tiwtr0 this drash0, hdkstes scoW"noe of professtamd 137231 FbveWn%Drive ger raWa rM7 solely sor W isbs ebwn. Tlv a/taWty and usr ger "a traahp any bl W115ate%200 Maryland%Heghb.%Mot.3043 respo OrK1Y of rhe Nlddit Desdrr par AIEI/iPl l SeeB for were hformtlen see thio Jobs De.rral noes pope asci these web sMeo S T O ; Q NAI. rGNe Bracing Group Species and Grades, Group At Snice-Pine-FirndnHem-Fir NI / N2 Stard .2 1 Stud 3 Stud N3 Istandard Oou las FIr-Larch Southern Phlewns N3 N3 Stud Stud Standard Standard Group Bt Nem -Fir rl L Otr NI Bou Ins Fir -Larch Southern Pbseeee Nt rl N2 N2 lx4 Braces shall be SRO (Stress -Rated Board). For tx4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values no be used wlth these grades. Goble Truss Detall Notes: Wind Load deflection criterion Is L/360. Provide uplift connections for 135 plf over continuous bearing (3 psf TC Dead Load). Gable end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with 10d (0.128'0.0' min) malls. 31E For (1) 'L' brace, space malts at 2' o.c. In 18' end zones and 4' o.c. between zones. XWor (2) 'L' braces- space nalts at 3' or - In 18' end zones and 6' o.c. between zones. L' bracing must be a minlnum of 80% of web member length. Gable Vertical Plate Sizes Vertical Len th No S Ice Less than 4' 0' 2X4 Greater than 4' 0', but 1 4X4 less than 12' 0' Refer to cannon truss design for peak, splice, and heel plates. Refer to the BulldbV Designer for conditions not addressed by this detail. MAX. TOT. LD. 60 PSF SPACING 24.0' REF ASCE7-10-GAB16030 DATE 8/3/15 DRWG S16030ENC100815 I VALLEY FRAMING & BRACING DETAIL Ri BC Lumber Size and Grade Minumum Requirements GENERAL NOTES Purlins required 2'-0" O.C. In absence of plywood sheathing. Trusses without sheathing applied must be evaluated accordingly. Purlins should overlap sheathing one truss spacing minimum. In cases that this Is Impractical, overlap sheathing a minimum of 6", and nail upwards through sheathing Into pudin with a minimum of B -8d (0.131"x2.S") common wire nails. Effects of not providing sheathing below a valley set must be evaluated by the building designer. This drawing applies to valleys with the following conditions: Spans (distance between heels) 40'-0" or less Maximum valley height: 14'-0" Maximum mean root height: 30 feet ASCE 7-05, 140 mph, Enclosed, Cat 11, Exp 6,1=1.0, Kat -4.0 Or A Maximum of ASCE 7-10, 180 mph, Enclosed, Exp 0, Kzt=1.0 TRUSS TRUSS UNDER VALLEY FRAMING VALLEY RAFTER OR RIDGE CRIPPLE ripples 4'-0" for 30 psf (TL) and 20 psf (TO) Max. e the crippes for each row starting from the valleys or sleepers working Inward to the ridge board so that cripple locations are gored between rows. ITYP) Innection Requirement Notes 2x6 rafters to ridge 4 16d toe -nails Cripple to ridge 416d toe -nails Cripple to rafter 4 16d toe -nails Ridge board to truss 816d face -nails Raker to sleeper or blocking 5 16d toe -nails Rafter to two 2x6 sleepers 416d toe -nails Sleeper to truss 416d toe -nails Two 2x6 sleepers to truss 3 16d toe -nails each sleeper & truss Ridge board to roof block 416d toe -nails , Ridge board to truss 416d toe -nails Purlin to (Typ) 3 16d toe -nails Truss to blocking 416d toe -nails Truss to cripple 416d toe -nails Truss to cripple 416d toe -nails Cripple to purlln 316d toe -nails 13. Collar beam to raker 416d toe -nails CRIPPLE, BRACING, & BLOCKING NOTES NOTE: 16d(0.162'x3.5')COMMON NAILS 20 continuous lateral restraint (CLR) min. Is required for cripples 5'-0" to 10'-0" long nailed w12 40d (0.148"x3") nails. Or 2x4'T' or scab reinforcement nalled to flat edge of cripple with 10d j0.128"x3.0") nails at 6" o c. '1" or scab must be 90% of cripple length. Cripples over 10'-0 long requre two CLR's or both faces wl "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 If sleepers are not used Install blocking under cripples if cripples fall between lower truss top chords and lateral bracing Is not used. Apply all nalling In accordance to current NOS requiremen • Nails are common wire nails unless noted otherwise. ppe••a••• / rr CEN,SF•. A) (") /•e) ovNaorla. acro Alm nainv ALL totes a nus WAVDa : LL 20 30 40 \\54 REF VALLEY FRAMING1DFTArlr— rlaaaslt DO WAVING M ALL CONTRAtrIM teRumDtO Tic DWOLLM = _ ; Trusses r•eJ-• .Ytr• ew ti I.rte.tYia, hurtY e, O phy hstal1hp oM a•f.r to and efate. the ate.t •aeon or WSJ ou.a.a cn,vo,ant S.f.ty 4,larwotlon, by tri w aw .x o•f a it DL 10 20 7 7 DATE 10/01/14 practices 0 1 to perrorwhp tows. fw%c w & Installers emu prance tenp:. MYChp per STATE OF iuassroadeear•"e, Up .Swed shoe hove property ataeywd ^roe""I swathing w botton • 4. C DL 0 0 0 0 DRWG VACNV1801015Owehaw • property ottadW r W aaknp Lomtbro sho.n for pertanent aterst resWht o1 • 1111rr777111 ^^ elan lave br'•crV Walt. Par atS1 s.etbe a3, 17 or ala, u applbolAe. Apply p1aW to eadt Q t o I`. Of eros wed pesnlen u st a abw crit en the Jdnt Detaas. viae. road ewr.w. L a p P a t, SC LL 0 0 0 0 Its= War to *-*crags 16004-2 for stenderd ptate positions. /,_ ••• Or`10•••• 04lplw, a olMslon of ITV &ALA p Cd,poralta Crap i11C. Dae net be P•eQertsblf fr a 7 d. %tion few ear....•• (. c TOT. LD.30 50 47 61ANRWOOMPANYthisdrodma, arty taw* to bJd tit true h confer wtcd .fVt AMSVR[ L r Pr ht.dh0. d ppbq, s 7 hstdlatton 6 M c, of busses. a.AgaaSaaarra antw aYo•hpe r cv :r pW tr" etehlp0,, draTM y w this :fe cb"a S ONAL Ett l+' 13M takskom o% a for dry .inkier is tiw .wp,.,stiuq of the arena Desbar pr Aravm 1 socz utM DUR. FAC 1 25/1 15 EaM Gy.tG 6745 For nor' hforms"on see eh" Job's gerarst nee' ppaaw era uwas'eb atw 8 to ZO( SPACING SEE ABOVEBeinrdWwlacabrpb ....tphstoM 5110% .w.sbdr,dur,,yorgo MO _j=safeprg RECORD COPY 0 _ 11______---- --- --- , - , __ __.; 10m.. 11; -- --.;- I11 11 ---- l q I mil - ml li --- _—El li sl lm Omm- miki I 1: Now \. ,1111 '." i l_MEN .:. Ilii©IA SII - 11 Sall OT CUT OR ALTER TRUSSES WITHOUT CONSENT OF THIS OFFICE. BACK CHARGES II NOT 1 WITHOUT PRIOR WRITTEN APPROVALOUR SERVICE 1ARTMENT AT CARPENTER CONTRACTORSOF THIS IS A TRUSS PLACEMENT PLAN. ITS INTENDED TO AID IN THE INSTALLATION OF TRUSSES. ENGINEERED TRUSS DRAWINGS AND TILE ROOF 13jO OR D ON A.F.F. HANGER CHAR AL= HUS 26 (SIMPSON JL = THA 422 (SIMPSON) REFER TO EP PACK FOR CONNECTION. TYPICAL 7' SETBACK CORNERSET LABELING AND SPACING Ir Y w 11at ATTENTION! REFER TO BCSI -BI T=L 1 aat 4 rrt thb q ora vwd15Graqppntwwtstmlftmy, 00 Total Truss Owntity a 189. General Notes 1) m paw ow tra ft tiles ar •M a.. .... 4 a.+ paillr I+o• v— b r i n la vin .lel IpE) M L w 9alaw 441101uia 4•laria IbL 3) M b. wft b 34' OG rim 4•Inia OIL 4) For TI1a1 PW IlOM !M-411 moom.Mm pow m! 1-babp dwA to pbml a • ansae "ailp IS OG aas an wn b M Tad d o olatmo d b' Ilbr odl illm i .: b * Ow *-V e0l1m0 bieLl ROOF LOADING SCHEDULE OR -20 PSF 17 BCDL _ 10 PSF PSIFDURATIONaiia % lSPO/TWE- ISO ISH ENCLOSED BLDG EIFOSURE - C USAGE - RESIDENTIAL CAT I WIND IMPORTANCE FACTOR= I UPLIFTS BASED ON- 9.2 PSF DESIGN CRI1'ERU1 FBC 2017 TPI 2014 T— mlwI C mmaml plae aa tao mu®m a,aamo.mar.. Tb—w h—b--,-.vd mulJm ddnlooJ IW pd000-oomrrtm bosom Gold Ins FLOOR LOADING SCHEOULI TCLL - 40 PSF TCDL - 10 PSF BOOL = 5 PSF TOTAL . 55 PSf ALL REACTIONS OVER 5000/ AND UPLIFTS OVER 1000/ ARE SHOWN ON ENGINEERING. WALL KEY g'-4' ej5W 20'-3/40 t1Esa•rltal t1•r. are N I-- em IrlNavVraUnaal r a aV Mals ar as IO Iln O N mt, a m va ww r an a atm a r In Irr uao/ DE9Ci1 nam OUT. GTE ffCARPENTER CONTRACTORSmg7OFAMERICA 3900 AVEME G. K K VIKTER W1VCH rLOtIDA 338M PHONDr80M 959-8806 I" <86M 294-2468 ooF BUILDER TAYLOR MORRISON PROJECT THORNBROOK MODEL 2582/A CCA PROJ/1100a ALT 9A6/9A7/26836/20(0[A/25OTA ALT DESC OTC : LOT : 237 BLOCK: DESIGNER jjp PAGE 112/16/10 L' N330071L SIM '=1' a W RECORD COPY City of Sanford Building and Fire Prevention Product Approval Specification Form 0e UILQ/4, Permit # 1 8- 2 4 4 2 SA"FORO gR1Th=% Project Location Address: rl 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.floridabuildin.g.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 1. Exterior Doors Swinging herma Tru Swinging Ext. Door (front door) FL20461-R2 Sliding MI Windows Sliding Ext. Door (Standard SGD) FL15332.9 Sectional Windsor Garage Doors Sectional Ext. Door Dbl, single FL15080.R3 Roll U Automatic Other 2.Windows Single Hung MI Windows Single Hung window FL17676.2,9,16 Horizontal Slider Casement Double Hun Fixed MI Windows Frame Fixed Glass FL 18644.04 Awning Pass Through Projected Mullions MI Windows Mullions FL 18504.2 Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # including decimal) 3. Panel Walls Siding Soffits Alpha Aluminum, Inc. Soff its FL16544-113 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4.Roofing Products Asphalt Shingles CertainTeed Shingles FL5444-R13 Underla ments Rhino Linings Corp Coatings FL21842-R1 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Millennium MMI -2 Off Ridge Vent FL19567-R1 Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) 5.Shutters Accordion Bahama Colonial Roll u Equipment Other 6.Skylights Skylights Other 7. Structural Component Wood Connectors Anchors Truss Plates ITW Bldg Components Truss Plates FL1999-R6 En ineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Commercial Concrete Quality Precast FL1774-R5 Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products HVAC Tie Down BMP International HVAC Tie Down FL14239-R4 Applicant's Signature Applicant's Name 7( Please Print) June 2014 Duct Leakage Test Report Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition Jurisdiction: Permit #: Job Information Builde: Community: Lot: 3 Address: bj)oL, rLbeUnit: City: ciAL,( L, State: Zip: 20--77 Duct Leakage Test Results System 1 cfm25 System 2 cfm25 System 3 cfm25 Sum of any dditional systems cfm25 Total of all systems cfm25 OPrescriptive Method cfm25 (Total) To qualify as "substantially leak free" Qn must be less than or equal to 0.04 if air handler unit is installed. If air handler unit is not installed, Qn Total must be less than or equal to 0.03. This testing method i meets the requirements in accordance with Section R403.3.3. erformance / ERI Method cfm25 (Out or Total) I To qualify using this method, Qn must not be greater than the proposed duct leakage Qn specified on Form R405-2017 or R406-2017. 1_ Q n Leakage Type selected on Form Qn specified on Form R405-2014 Total of all Total Conditioned systems uare Footage i R405-2017 (Energy Calc) or R406-2017 (Energy Calc) or 406-2017 ASS [-]FAI ' Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC380 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. Testing Company Company Name: Phone: I hereby verify that the above duct leakage testing results are in accordance with the 2017 6th Edition Florida Building Code Energy Conservation requirements accor ing to the compliance method selected above. Signature of Tester Date of Test: heg: Printed Name of Tester: ` Orange County Division of Building Safety Permit No: Building Inspection Section Blower Door Test Form For Prescriptive and Performance Method Job Information Builder: Address: City, State, Zip: Sit... ' r -f1 3 Q-7 71 Lot #: c93 I Air Infiltration Test Results I ACH(50) = CFM(50) X 60 / Volume = " / •8 `A.&ar- PASS (Mechanical Ventilation not Required) PASS (With Mechanical Ventilation) FAIL Certification of Test Results Please mark typ certification entity Energy Auditor or Energy Rater as defined in Florida Statutes Section 553.993. Copy of Certificate must be attached to this form. Class A air-conditioning contractor, Class B air-conditioning contractor, or Mechanical Contractor. Professional Engineer or Architect licensed by Florida Statutes Section 471 or 481. I hereby certify that the above Air Infiltration Test results demonstrate compliance with Florida Energy Code requirements in accordance with the Florida Building Code -Energy /Conservation). Signature: / Date: 17 Printed Name: Company: License or Certification #: 077, NOTE: Completed Form to be submitted at Final Building Inspection.) r f J CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $- 60 7, 71 Job Address: 600 Ide-1 /e S.O lez'y e Historic District: Yes No Parcel 1D: 1,7.cc o % Residential 9 Commercial Type of Work: ew 9 Addition Alteration Repair Demo Change of Use Move Description of Work: NEW RESIDENTIAL PLUMBING Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Name ey. x,1&4 YLL4,4 i S d -L Street: City, State Zip: Phone: Resident of property? : Contractor Informatlon Name NORTHWEST PLUMBING OF ORLANDO Phone: (770) 941-5421 x 20 SIA Street: 6310 MABLETON PARKWAY, SUITE 1000 Fax: (770) 941-9522 City, State Zip: MABLETON, GA 30126 State License No.: CFC1426562 Arch itect/EngIneer Information Name: Phone: Street: City, St, Zip: Bonding Company: Address: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permil must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and The code In effect ae of that dale: 5ib Edition (2014) Florida Building Code Roviaed: lune 30, 2015 Permit Application V4. e NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. S ignature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID F,la57JAI,- Wr, Signature bf Con 7r/Agent `t" NMte TONY MAHAFFEY Pri t Contractor/Agent's Name Signature of ry-State of Florida TM•- Contractor/Agent is Produced ID 'fyl BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures, Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: COMMENTS: Rovised: June 30, 2015 UTILITIES: WASTEWATER: ENGINEERING: FIRE: BUILDING: Permit Application ECEIVE CITY OF SANFORD BUILDING & FIRE PREVENTION D JUL 2 5 2018 PERMIT APPLICATION BY• :Application No: Documented Construction Value: S c:c•) Job :address: (P(,(1VQC 12 -me LC111L Historic District: Yes \0 0 Parcel CD: Residential ErCominercial f Type of \York: \ew 0 .addition : Iteration Repair 0 Demo [3 Change of Use Move Description of Work: I fu.q C] 1 i I i jbl I PVA ( -k— tlir n IF 1pr, -T`, CZ —P ` Plan Review Contact Person: Phone: Fax: Email: Property Owner Information Name _Tf\ l CA VIyl7 r1 Phone: Street: City. State zip: Title: Resident of property? : Contractor In'lormation Name l4 1C t t~f 1 I i ' 1+'_j t^ I '1` '1 Phone:r l t I ' St reet:'z—t 1; — j Fax: L—!. I__ l QCT% City. StairZip: 1 II`iC I , t--1 7%/ I State License No. Architect/Engineer Information Naulc!: Phone: Street. Fax: City. St. "Lip: Bonding Company: Address: C -mail: Iurtuau Lender: address: WAVLNING TO OWSER: YOUR F: (LURE TO RECORD A NOTICE OF CWIMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COM.W.NCENIENT MUST RE RECORDED AM) POSTED ON THE .IOD SITE F.:E• FO;`E THE. FIRST 1_N-SPECTION. IF YOU INTEND TO OBTA;N FI\:1NC1\G. CONSI'I-'r U"ITFI YOUR LENDER OR AN ATTORNEY BEFORE RECORDING 1.O1"R \O'I'ICE OF co\mE.NCh\IENT. t •- i'.. ..... ti• t:.' i.:. '. l':k 2:'' w`1.^..:1i l is -' ii '. t: (•i t..t_c'- t . .0 ti:: t. ...... ......._..... c.n '.i.. ' r•:.-. •• i:l::, i......._... i.'i ... :..'.: ,:i_...., _ lC'::......._.. j::i cdi;:i:•!I I under•s:ar.d that a se, arat, Permit iau,t be &:cured fur eleciricul Murk. ptt!m!,in._. s;,, -s. el!s. pauli. fur•eaces. boilers. heaters. tanks. and :-it- conditiunerc. etc rBC' II:•. Shall he in`crihed „iih thr t!a:e t, l' a;,pli;a:i.,n and the rt.t!c in cm.., a: ttf that t!.t;c: 5 ° I-di!ittn I:uildi. Cr,d NOTICE: In nddition to the requirements o: this p:rmit, there r;ay be additional r strictions applies; le to this propery that maybe iound in the public records of this county. and there n.a}• be adds Tonal per nits required fram o:h?rgov.:,n nrnta! entiti:s such as tra[e; management districts, state awicies. or federal agencies. accepts:lce of peri~tii is Verification that I will notify the o:t•ner of the propem. of the requirements or Florida Li?n La.t•, FS i I.. The City of Snrord requires payinem of a p!an rpt i:n fe: ^rt Q: lime of perinii submittal A copy or the executed contact is a order to calculate a plan review chars!;: and will be corsidored the. estimatc,i construction Vali: or the iob tit the these or subtai,11. Th= actual construction Value trill b: fi_ur?d based oa the current ICC Valuation Ta is in effect at the ti n? the p;rlrit is issued, ir. accordance with local ordinance. Should calct:12:ed char;?_ fivurcd off the ex?;ta?d contract exceed the aci lal construc:!on credit will be applied to your peg tut fees when the pernnit is issaed. O\\:NEWS AFFIDANTr: I certify that all of the foregoing information is accurate and that all work will he done in compliance with all applicable laws regulating constt•uction a rf tonin_. Oira'r ^eii! is Pei-onalir l..nkki,c to Mt or Producea ID 1 Vne of ID C STEPANIE Commission ti FF 175017 a a Expires Novembe . 2018 ewettwr;• i Wcs100-M5.roto Pr.,„ •geed ID Type of ID BELONN' IS FOR OFFICE USE ONLY Permits Required: B:!ihairg EItc:!ices! E] \I.C11 an!Cal D Plunib:M20 G2cn Roof Cor.ctruction True: Occupancy Use: Flood "!_one: Total Sq Ft of Bldg: Min. Occupancy Load: Of Srories: e%\ Cnnstt'tiction: Electt'IC - = of :\inns Plunibino - = of Fixittt'eS Fite sprinkler Permit: Ye_ \ = of 1 ie'' Fire :larni f ernlit: Y s F APPROVALS: ZONF.XG: ENGINEERING: UTILITIES: F 11? E: WASTE \VA T E?.: BUIL1)ING: E9UNIVERSAL Wow Mere' ctNo: o: 9392939- 2008.0000 ENGINEERING SCIENCES Report Date: 7/20/2018 Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Construction Materials Testing • Threshold Inspection Building Inspection • Plan Review • Building Code Administration 3532 Maggie Blvd, Orlando, 32811 - P: 407.423.0504 - F: 407.423.3106 In -Place Density Test Report Client: 2600 Lake Lucien Drive Suite QseLotsra kiechnician: Christian Acevedo Maitland, FL 32751 Agate Tested: 07/20/2018 Project: Thombrooke 40s & 50s, SF H Area Tested: Lot # 237- 600 Red Rose Lane Type of Test: Material: Fill Field: ASTM D-2937 Drive Cylinder Method Reference Datum: 0 = Top of Fill Laboratory: ASTM D1557 Modified Proctor The tests below meet the minimum 95% relative soil compaction requirement of Laboratory Proctor maximum dry density. TestDepth No Location of Test Range aximum sity Pcf) ptimum Moisture 1 Field Dry tensity Pcf) Field Moisture 1%) Soil Compaction 1 Fill inch) Pass or Fail 6 Southwest Corner of Pad 0-1 ft 108.3 10.7 106.7 10.9 99 N/A Pas: 7 Southeast Comer of Pad 1-2 ft 108.3 10.7 104.1 11.4 96 N/A Pas: 8 Northwest Comer of Pad 1-2 ft 108.3 10.7 108.5 10.7 100 N/A Pas: 9 Northeast Comer of Pad 1-2 ft 108.3 10.7 106.8 11.9 99 N/A Pas: 10 1 Center of Pad 2-3 ft 1 108.3 10.7 1 109.2 1 13.2 1 101 1 N/A I Pas: Remarks: At the time of testing the footers were not yet excavatedAll the IPDS were performed in the interior perimeter of the Pad TA #-I -6—#.. N.n D..IJ:n nl1 TMA.. — ....I....:flnd e.. •.nwi..InMin/ n.wiv.A.. ni n..i i.l:nnln and ;T- DEkr,IPTION AS FURNISHED: Lot 237, THORNBROOKE PHASE 4, as recorded in Plat Book 81, Pages 70 thru 71, Public Records of Seminole County, Florida. 06UNDARY FOR/CERTIFIED TO: Taylor Morrison of Florida, Inc. LOT 236 IOWA A VE R/W VARIES) N 89°58'00" E 40.00' 10' LANDSCAPE &I WALL, FENCE ESMT 19.56' 19.56' O6 LOT 237 15.7 i 5.00' 0 14.3 8• RECESS FOR POCKET SLIDER 5.00' N 5.00' 1 25.20 25.44' 25.44' 10' UTIL. ESMT. N 89°58'00 " E 22.25' r h D=17°12'31 " R=60. 00' L=18.02' C=17.95' CB=N 81"21'44" E RED A-) LAN_ 50' UTILITY & ACCESS R/W) TRACT I 1p Off\ LEGEND - FORMBOARD FOUNDATION OrF LuT nREr Coil—:'iiLATi!ili: 00TOPOFFORMS22.52' 1.,7 iL GARAG!_ - f ENTIO = 11 WN LOT 238 PROM rk"FIVALK O Lo POINT Or CDVOUND CURVATURC RADIAL PER DRAINAGE PLANS DRIVEWAY _ 41) 7 SiID 5.0' 16 RITC. P.O.M ti 500' 0 OR EASEMENTS nor AFrECr THLS PROPERM 4• No UNDERCROUNO IMPROKUENTS NAME BEEN LOCATED UNLESS OTHERWISE SHOWN of nO1Hi Ilr CONNCISENCNT 21.3' 2.024 1 25.20 25.44' 25.44' 10' UTIL. ESMT. N 89°58'00 " E 22.25' r h D=17°12'31 " R=60. 00' L=18.02' C=17.95' CB=N 81"21'44" E RED A-) LAN_ 50' UTILITY & ACCESS R/W) TRACT I Cy? U,S'L'NM.r, rER-IS'COTT 1p Off\ LEGEND - OrF LuT nREr Coil—:'iiLATi!ili: r\ Gt V I (ViN(.' _ 1.,7 iL GARAG!_ - f ENTIO = 11 SQ ' LANAI PROM rk"FIVALK I 9 LL. PAO. POINT Or CDVOUND CURVATURC RADIAL PER DRAINAGE PLANS DRIVEWAY _ 41) 7 SiID A,/C PAD = 16 RITC. P.O.M WALKWAY = VITNCSS POINT C CULATC OR EASEMENTS nor AFrECr THLS PROPERM 4• No UNDERCROUNO IMPROKUENTS NAME BEEN LOCATED UNLESS OTHERWISE SHOWN r.O t. nO1Hi Ilr CONNCISENCNT 2.024 S•. SOD - 1.5$ AREA Cy? U,S'L'NM.r, rER-IS'COTT 1p Off\ LEGEND - OrF LuT nREr Coil—:'iiLATi!ili: r\ Gt V G rwAr PDL R/W _ 421 Qp` p QQ PROPOSED = FINISHED SPOT GRADE ELEVATION TYPICALPOINT Or REVERSE CURVAIURC I. THE UNDERSIGNED DOES HEREBY CERIIT'Y THAT THIS SURVEY MEETS THE STANDARDS Or PRACTICE SET To se BY THE FLORIDA omni Or IN CHAPTER W-17 RORIDA ADMINfSTNITIME CODE PURSUANT TO SECTION A72.077. r1.OH111A SrAT1/1 PROM rk"FIVALK I 9 LL. PAO. POINT Or CDVOUND CURVATURC RADIAL PER DRAINAGE PLANS BUILDING SETBACKS: 1/2' I.R. •/ULB 4596 SiID I IY J. TRS SURVEY WAS PREPARED FROM TILE WFORNA170M rURNISHED 10 THE SURVEYOR- TIER[ MAY BE OTHER RE57R/CT10N15 RITC. P.O.M PROPOSED DRAINAGE FLOW FRONT - 25'--- VITNCSS POINT C CULATC OR EASEMENTS nor AFrECr THLS PROPERM 4• No UNDERCROUNO IMPROKUENTS NAME BEEN LOCATED UNLESS OTHERWISE SHOWN r.O t. nO1Hi Ilr CONNCISENCNT vRN L07 GRADING TYPE A REAR - 15' NLU PROPOSED INFORMAIION SHOWN AREA BUILDING SETBACK LINO e, pNL/[N$10 SNOW'll rDR TNC LOGTTON Dr IMPROVENE/R5 HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY IINFS. P/V PROPOSED F.F. PER PLANS 22.5' + SIDE - 5.0' DCNCHMARK DASCD ON SUPPLIED PLAN DRIVEWAY _ r I:, i(• ' BASE BEARING SIDE CORNER - 10' DRAINAGCUTILITY ANDIOR INSIRUCIIONS PER SIDEWALK, 9. CCRTWWATC Or AAM"IAT10N NO. 4300. PROPOSED GRADE PER CONSTRUCTION PLAN + CHAIN LII: rENCC CLIENT(N01' I ICLD vCRrrlEl't SOD VDPC Cy? U,S'L'NM.r, rER-IS'COTT ASSOC, LNC. - LAND SUR VI.] L/•/ L 1 LEGEND - LCGCND 5400 E. COLONIAL OR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-14,36 1. rwAr PDL POINT ON LINE NOTES: BOARDrU' rICLOIRON MPC TTP. PRL. TYPICALPOINT Or REVERSE CURVAIURC I. THE UNDERSIGNED DOES HEREBY CERIIT'Y THAT THIS SURVEY MEETS THE STANDARDS Or PRACTICE SET To se BY THE FLORIDA omni Or IN CHAPTER W-17 RORIDA ADMINfSTNITIME CODE PURSUANT TO SECTION A72.077. r1.OH111A SrAT1/1 IR. CH IRON NOD CONCRETE MONUMENT LL. PAO. POINT Or CDVOUND CURVATURC RADIAL PRWTSSONA. SURVEYORS AND MAPPERS 2. UNLESS EMBOSSED M'ITN SURVEYOR'S SIGNATURE AND ORKINU. RAISED SCAL THIS StWVEY NAP OR COWES ARE NOT VAUD 1 V 1/2' I.R. •/ULB 4596 as. MON-RADIAL J. TRS SURVEY WAS PREPARED FROM TILE WFORNA170M rURNISHED 10 THE SURVEYOR- TIER[ MAY BE OTHER RE57R/CT10N15 RITC. P.O.M RCCOVERCD POINT Or BC6INNING VP. ALC VITNCSS POINT C CULATC OR EASEMENTS nor AFrECr THLS PROPERM 4• No UNDERCROUNO IMPROKUENTS NAME BEEN LOCATED UNLESS OTHERWISE SHOWN r.O t. nO1Hi Ilr CONNCISENCNT vRN ALCUUTCD RCrERCNtC NONUIIDIT rIMISHED rLOOR ELCVATION B. THIS SURVEY IS PREPARED FOR THE SOLE BENEIIT OF THOSE CEKnnED TO AND SHOULD N07 BE RELIED UPON BY ANY OTHER ENTITY. NLU NAR l DIS rr. DSL. BUILDING SETBACK LINO e, pNL/[N$10 SNOW'll rDR TNC LOGTTON Dr IMPROVENE/R5 HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY IINFS. P/V RIGHT-Or-Vnr DH DCNCHMARK 7. BEARIMCS. ARE 84SM ASSUMED DATUM AND ON THE LINE SHOWN AS 845E BEARING (D.&) SMT. CASEMENT B.B. BASE BEARING B, ELEVATION$. Ir SHOWN. ARE OASED ON NATIONAL GEODETIC DATUM Or 1929. UNLESS OTHERWISE NOTED. DRAIN. UTO. DRAINAGCUTILITY 9. CCRTWWATC Or AAM"IAT10N NO. 4300. CLIC CHAIN LII: rENCC VDPC VOOD FCCE••• COCPCTC DLOCY, SCALE — 1• 20 DRAWN BY: C/DPC POINT OT CURVATURE ORDER No. r.T POINT nr INKCICT CERTIi7ED BY: R .( RADIUSVCSCRIPTIUN PLOY PLAN 05-2I-2018 3222- 1& L APC LCNGTH DCLTA rORMDOARO FOUNDATON/ELEVS. 07-19-2018 B00-IO DC CHORD CR CI4ORD DEARING NORTH 11115 BUILDING/PROPERIY DOES. NOT LIE WITHIN /S INC ,ESTAJTLISHED t00 YEi1R FLOOD PLANE AS PER FIRM" GRUCSOENEVER, R.L.S. / 4714 ZONE''k' MAr / 1.117C OOS5 F. JAM48U1 DESCRIPTION AS FURNISHED: Lot 237, THORNBROOKE PHASE 4, os recorded in Plat Book 81, Poges 70 thru 71, Public Records of Seminole County, Florido. BOUNDARY FOR/CERTIFIED TO: Kumaravel Somosundorom; Inspired Title Services, LLC; First American Title Insurance Company; Toylor Morrison Home Funding IOWA AVE R/W VARIES) WALL W/COLUMNS N 89°58'00 " E0.7' REC. 1/2" I.R. 1.2' REC. 1/2" I.R. NO I.D. ON 40, 00' ON NO I.O. 1b4! P 10 LANDSCAPE .& WALL, FENCE E MT. Vis* LOT 237 .0'xJ.S77AfPAD ?J 5.00' 15.7' 5.00' COV'0. CONC. o; 5.00' 14.3' N TWO STORYZRESIDENCE C.) F.F.-22.55' p0 LOT 236 tv W LOT 238 00 to ~o hti 5.0' 5.00' COV'0. N BRICK of 8.7' 5.00' a boo ked 4-v- Aae BRICK WALK 3 5.00' 16' l (/ BRICK DR. 25.20' 25. 4L 25.44' 2.3' 0 4Q h UTIL. ESMT ON AREC. rs 0.2 H 1/2' I.R. NO I.D. REC. 1/2" I.R. 5' . WALK NO I.O. D=17.1231 " N 89°58'00" E SETR=60.00' NSD 44596 L=18.02' 22.25' C=17.95' CB= NWp# 81 21 44 " E G RED ROISL' LA IVE 4j OQ 50' UTILITY & ACCESS R/W) TRACT I e BUILDING SETBACKS. PROPOSED = FINISHED SPOT GRADE ELEVATION FRONT 25' PER DRAINAGE PLANS REAR = 15' tin- 'PROPOSED DRAINAGE FLOW SIDE = 5.0' LOT GRADING TYPE A SIDE CORNER - 10' PROPOSED F.F. PER PLANS 22.5' CRUSE)VHEYE'R—SCOTT & ASSOC, INC. — LAND ,SURVEYORS LEGEND - LEGEND - E. COLONIAL OR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 P KAT r . FIELD IAL POINT ON UNE5400 TVP. tr rcAl NOTIM. I.P. • OWN PVC IR . OOI ROD PAL • POINT OT RCVCRSC CURVATURE PCL POINT OF CO MIND CURVATURE 1. INE IRROC nom ODES NEAEBY CERIVY TINT no SURVEY MEET$ TIC SGNOAROS Or PRRACIICE SET YOMN BY INC FLORIN DOARO Or PROFESSIONAL SURVEYORS ANO MAPPENS IN CKAPTER 31-17 FLORIDA MMPOSIRAINC COOS PURSUAW TO SECTION 41.027, A0004 STATUES CPL • COMMIC IOIACNI SCT IR. . 1/2' I.Q. •/RSD 439D RAIL • RADIAL NR•NOR-RAOIAIPOINT 2. METS [CROSSED ATM SLOWYORY SRYtAW AND ORN7NAL R41SO SEAL IROS S40WY MAP OR COPIES ARE NOT VAUD, 1 130 SVIIVEY WAS PREPARED FROM TME DIFmmnoN FIAN05mo TO ME SIAIVEYOR. THERE WY BE OMQ RE571ICTpNS REC.• RECOVERED P.O.D. . POINT Or KGIN/IIGDCNCNIPOINTDTCOCHC VP. VITNESS CAU. • MCAT"' PAX • PERHANC 1T R[/EAOICE MDMIMCNT OR GVSEMCM THAT A"M YNIS PROPOnY. NO a MVE SEN Lmrw Mess OMEI w SNOW. t CEINORlO[ RLD . NAIL L 01St FF. runSICD FLS ELEVATION DSL. • DJLOtM SETDACK LINE 3. TI05 SURVEY IS PREPARED FDR TNC SOLE BORVIT Or MOSS CERTIFIED TO AND SHOU.D NOT BE ROIED ~ Or ANr OTICR EMn1r. 0. ONDIS10NS SNOMN FDR THE 18O111ON OF INPAOKMENM HEINON SHOLW MOT BE USED TO REOONSTRUCI SOUNDVRf LIMM ESH RIGHTCASEN NTESNT. • IIIL • DCNCID ARD,D, •MSC RARIIG 7. I ARE SAM AMM 01TIN AND ON INE LINE SHOWN AS BASC WARM (BA) ORAINANi GRAIN ORAINAri a EL&AWAIS. V SHOWN. ARE BASED ON N4110144 CE000TIC DATUM OF It". UIR1L55 OM[RMS! NOTED. UTIL. • UTILITY CLIC. • CHAINLINK KNCC D. CUMFICA OF AUINOIRZAI)ON 14°. 439B. VOrc. • WOOD rENtt CTI • CONCRETE DLOCK SCALE H- I- . 20 ORAWN BY. ••• PL • POM or CURVATUREP.T. Pa1NT Or TANGEK:Y fRTIfTEO DATE OROER NO. OISE. •DESCRIPTION L . ARC LENGTH PLOT PLAN 09-21-2018 3222-18 C ; CHORDDELTA FORMBOARD FOUNDATION/ELEVS. 07-19-2018 4800-18 c.D • CHORD KARM NORTH FlMAL/ELEVS• 12-12-2018 8171-18 THIS BUILDING/PROPERTY DOES. NOT UE WRNw ME ESTABuSHEO 100 YEAR FL000 PLANE As PER 'IRM' x USEN EYER, R.L.S. / 4714 ZONE (• MAP / 121t7C 0095 i JAMES W SCO R.L9 1 4801 DESCRIPTION AS FURNISHED: Lot 237, THORNBROOKE PHASE 4, as recorded in Plat Book 81, Pages 70 thru 71, Public Records of Seminole County, Florida. BOUNDARY FOR/CERTIFIED TO: Kumaravel Somasundarom; Inspired Title Services, LLC; First American Title Insurance Company; Taylor Morrison Home Funding IOWA AVE R/W VARIES) WALL W/COLUMNS REG. 1/2" I.R. 1.2' N 89°58'00" E0.7' REG. 1/2" I.R. N01.0. ON 40.00' ON NO 1.0. p•Dy1 G 101 LANDSCAPE •&I WALL, FENCE 64T. Vis\ 50' UTILITY &ACCESS R/W) TRACT 1 19.56' BUILDING SETBACKS: PROPOSED = FINISHED SPOT GRADE ELEVATION FRONT - 25' PER DRAINAGE PLANS LOT 237 7.0'x3.5 AC PAO 1LLLUJJJI SIDE = 5.0' LOT GRADING TYPE A Pj gip. Goo iiC Qy,I. 5.00' ASSOC., INC. - LAND SURVEYORS LEGEND - LEGEND - 15.7' P. PLAT PaL • POINT ON LINE F FIELDTYP. • TYPICAL 5.00' IP. IRON PIPE PRL. • POINT Or REVERS[ CURVATURE THE UNDERSICNCO DOES HEREBY CERTIFY TINT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD Of IR •IRON ROD PGG • POINT OF COMPOUND CURVATUR[ pROFESS10HA1. SURVEYORS AND MAPPERS /N CHAPTER SJ -17 FLORIDA ADMIN157RATNE CODE PUASIIM? ro SECTION 172.027, FLOMOA STATUES COV'0. 2. UNLESS EMBOSSED WITH SURVEYOR'S =wPiRE AND ORIGINAL IASED SEAL MIS SURVEY MAP OR COPIES ARE NOT vALlo. J. MIS SURVEY WAS PREPARED FROM TITLE WfORMAIION FURNISHED TO ME SURVEYOR. MERE MAY BE OTHER R07MCWMS POD. • POINT OF KGINNING CALC. • CALCULATED P O.0 • POINI Or COMNCHCENCHI PRN. • PCRMAMENT REfCRENCE M[UNMEM OR EASEMENTS THAT AFFECT MIS PROPERTY. 4• NO UNDERGROUND IMPROVEYEN75 HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN S CENTERLINE ff FINISHED FLOOR ELEVATION 5. MLS SURVEY IS PREPARED FOR THE SOLE 804CM OF MOSS CERTIFIED To AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY CONC. a VAR BM. • BASE MARK ER/ wSH CASEMENT BEARHIS.B. BASE BEARING T, BEARINGS, ARE 8ASE0 ASSUMED DATUM AND ON THE UNE SHOWN AS BASE BCARINC (B.B.) DRAIN • DRAINAGEDRAT DRAINAGE 0 CLLVATIGVS, If SHOWN, ARL 84SF.0 ON NATIONAL GEODETIC OANM Of 1920, UNLESS OTHERWISE NOTED. 5.00' D. CCRTIf:CATE Of AIfRgR174110N No. 4900. 14.3' WOFC. • WOOD FCNCC GD CONCREIE LOCK SCALE I 1 • - 20 OFNWN BY: •• PG. • POINT or CURVAIURC Pt • POINT Of TANGENCY CERTIFIED BY: DATE ORDER No. DCS[. DESCRIPTION R • RADIUS L ARC LENGTH PLOT PLAN 05-21-2018 J222-18 C cEau FORMBOARD FOUNDATION/FLEAS. 07-19-2018 4800-18 Ell • [WORD SCARING A-- FINAL/ELEVS. 12-12-2018 8171-18 NORTH N TWO STORY RESIDENCE F.F.-22.55' OO LOT 236 1 00 W LOT 238 O 0 p y, 5.0 5.00' COV'D. r BRICK 6 8.7' 5.00' b BRICK WALK 5.00' 21.3' 16' L BRICK POR. Il 25.20' 25.44 25.44' 10' UTIL. ESMT• 4tR=60.00* 2 OOH 1/2" I.R. O I.D. REC. 1/2" I.R. NO I.D. 5' CONC. WALK 7.12' 31N89°58'00'" E SET N&D L=18.0214596 22.25' C=17.95' CB=N, W2144" E 6 i l G p•Dy1 G RTD ROISI' LANEa 50' UTILITY &ACCESS R/W) TRACT 1 BUILDING SETBACKS: PROPOSED = FINISHED SPOT GRADE ELEVATION FRONT - 25' PER DRAINAGE PLANS REAR 15' f\- = PROPOSED DRAINAGE FLOW SIDE = 5.0' LOT GRADING TYPE A SIDE CORNER - 10' PROPOSED F.F. PER PLANS - 22.5' CRUSEiVffEYE'R-SCOTT ASSOC., INC. - LAND SURVEYORS LEGEND - LEGEND - 5400 E. COLONIAL OR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 P. PLAT PaL • POINT ON LINE F FIELDTYP. • TYPICAL NTn' IIP. IRON PIPE PRL. • POINT Or REVERS[ CURVATURE THE UNDERSICNCO DOES HEREBY CERTIFY TINT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD Of IR •IRON ROD PGG • POINT OF COMPOUND CURVATUR[ pROFESS10HA1. SURVEYORS AND MAPPERS /N CHAPTER SJ -17 FLORIDA ADMIN157RATNE CODE PUASIIM? ro SECTION 172.027, FLOMOA STATUES C.M. • CONCRETE MONUMENT RA0. •RADIAL 2. UNLESS EMBOSSED WITH SURVEYOR'S =wPiRE AND ORIGINAL IASED SEAL MIS SURVEY MAP OR COPIES ARE NOT vALlo. SET IR. • 1/2' IR../•LS 4596 NR. NON -RADIAL RCC. RCCOVCRED V.P. • WITNESS POINT J. MIS SURVEY WAS PREPARED FROM TITLE WfORMAIION FURNISHED TO ME SURVEYOR. MERE MAY BE OTHER R07MCWMS POD. • POINT OF KGINNING CALC. • CALCULATED P O.0 • POINI Or COMNCHCENCHI PRN. • PCRMAMENT REfCRENCE M[UNMEM OR EASEMENTS THAT AFFECT MIS PROPERTY. 4• NO UNDERGROUND IMPROVEYEN75 HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN S CENTERLINE ff FINISHED FLOOR ELEVATION 5. MLS SURVEY IS PREPARED FOR THE SOLE 804CM OF MOSS CERTIFIED To AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY N& NAIL t DISK DSL. SUILOING SETBACK LINE 0. DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USCO TO RECONSTRUCT 8WHONM LINES. VAR BM. • BASE MARK ER/ wSH CASEMENT BEARHIS.B. BASE BEARING T, BEARINGS, ARE 8ASE0 ASSUMED DATUM AND ON THE UNE SHOWN AS BASE BCARINC (B.B.) DRAIN • DRAINAGEDRAT DRAINAGE 0 CLLVATIGVS, If SHOWN, ARL 84SF.0 ON NATIONAL GEODETIC OANM Of 1920, UNLESS OTHERWISE NOTED. u11L. •UTILITY D. CCRTIf:CATE Of AIfRgR174110N No. 4900. CL FC. • CHAIN LINK FENCE WOFC. • WOOD FCNCC GD CONCREIE LOCK SCALE I 1 • - 20 OFNWN BY: •• PG. • POINT or CURVAIURC Pt • POINT Of TANGENCY CERTIFIED BY: DATE ORDER No. DCS[. DESCRIPTION R • RADIUS L ARC LENGTH PLOT PLAN 05-21-2018 J222-18 C cEau FORMBOARD FOUNDATION/FLEAS. 07-19-2018 4800-18 Ell • [WORD SCARING A-- FINAL/ELEVS. 12-12-2018 8171-18 NORTH THIS BUILDING/PROPERTY DOES NOT UE WITHIN THE ESTABLISHEO 100 YEAR FLOOD PLANE AS PER 'FIRM' T %. CRUSEN EVER, R.L.S. / 4714 ZONE J(• MAP / 12117C 0055 F JAMES W. SCO , R.L.S 1 4801 Ye CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATIONT.. D application No: Documented Construction Value: S Job :address: J(1 QQFI QX)5e uw'z Historic District: Yes \o Parcel ID: (h+ 13 I)Gi nbfMO. Residential Comtnercial Type of Work: "Ness• .addition :alteration Repair Demo Change of Lise i\love Description of «`ork: 4' (" III^Ir; ( C Ter `i r ` 2JDD A ' Plan Review Contact Person: J G Title: Phone: Fax: Email: Property Owner Iniormation Name 1 s} ox, Moy 1(t Sn In Plione: Street. Resident of property? City. State zip: Contractor Information arne_1% Phone: 1 DvStreet: _% 11 1 !L/ l Fay: City. State Zip: State License \o. F7/,, 7w.xy—) Name City. St, -Lip: Bonding Cctipany: AddreSS: Arc hitect/Enginear Inform tion Phone: Fa.: E-nmil: Nlort tiace Lender: Address: 1.0 0NV:NER: YOUR FAILURE TO RECORD A No—nCr•_ OF COMMF CEMENT RESL'I_T IN OUR PAYING TWICE FOR IMPROVEMENTS TO 1.OL'R PROPERTY. :\ NOTICE OF CO l. IJENCENIIYI' NlUs-r KE RECORDED AND POSTED ON THE JOB, SITE F:EFOiUE THE 17Irt5'1- INSPECTION. 117 YOU INTEND TO C)PTAIN FINANCING. CONSULT «TrFI YOUR LENDER OR AN ATTONNEY 1,F1'ORE RECORDING YOUR \OTIC'E OF CONI>lENC'E\I ENT. l:-2:li• :::::.. r.. .•_•, li' l: i.,.. w r'::'::i:i l:; i... 1:' an,: .... .-.. _..: ..i a, !:'. :I...: t: a:i. i:l i •: ii• 1 :.` .. :r. or lilt. V. ::: l°: i.: _ .:: ... a.:J %1=•?::....: ?:: tai ::l': :!'. j -''1::.: j::r:eic:ia•n I t:ndrrstar.tl thal a sl, araie pertaii imiNI he securrtl fur rlccirical urk. plt:l t'.rir._ Si._r.s. el!i. pook. furnaces. boilers. h ::tees. t:lnks. and it cunditiunt:r•:. etc. ri.(' 05.1 Chat! be inscribed %, iiIt rh; da:r al' appi,a:i• n anti the c:•i!c in Cii:l•1 ac i,` that c!.Itc: " Fdi:ion 1.41 -1 I'Inri a I:uildi _ Cu;lc Ift NOTICE_: In addition to the requirements of this permit. [her; ntay b: aiditional restriclions applicable to this proper\' that may b; found in the public records of this cotsity, and there ma\• be additional permits r;quiped From other eor;rnmentz! eati[i;s such as \rate; manaeement districts, sta to agencies, or federal agencies. Acc;ptance of perp -lit is verification that I will notify the owner of the propem' of the r;quircnt;nis of Florida Lien La -w. FS 71 The City of Sanford requir;mspayent of a plan re\ ie\r f;e ai the time of pern;a submittal A copy of the executed contract is r;qt M older to calculate a plan review cha;ec and will be considered the estimated construction Valu: of the iob at the time of submitt,.l. The actual constriction. Value will be 112t:red based oa tae ct:<rient ICC Valuation Table In effecl at the time [be pern;it is issued, in accordance with local ordinance. Should calcul ted charges f141N?i: off the executed contract exceed the actual constriction credit \\'ill be applied t\v your permit fres when the pennit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work Nsill be done in conipliance with all applicable laws regulating construction a ng. rai O,.\ -r: ?.eca:•s Name S:.—...rxeP: Nota_..fiat!c::i r"a D-,;- Owner!Agent I: Persoi2lly kno-t•ri to Me or Produced ID Typz- of ID Commission # FF 1775017 tea= Expires Novembe ;2018 fj. • Ber4 d rlev tri ° ' Mc. "045dotY Co- _. :'. _ . .:, ,t 1 , to I: : Produced ID Type of ID BELOAV IS FOR OFFICE USE ONLY Perim s Required: Budding EleC:iica! N'I;'Ci12:1ica! Pli nlbingEl G£'.S Roof Construction Type: Occupancy USe: Flood Zone: Total Sy Ft of Bldg: Alin. Occupancy Load: Ne\N C'nastRIC601): L• lecir•ic - = of Anips of Stories: Plunibin,t - _ of FlNrtrr'eC lire Sprinkler Pernik: 1•es No = 01 1-!eaa. Fire Akir•r.i Permit: )*es N,-,H— APPROVALS- APPRO ALS• ZONhG• C'0 I IEN-I-S: f_\Gf\EEIII.G: UTILITIES: FrRE: VASTE V\.'ATER: SL;ILDI\*G: C'IJIL•'U41V A 'Plicati ftVA: CITY OF SANFORD FIRA li<REVENTION. RIVIIT A•PPLICATION a- X a Doeuanented Can tructiori ahie:• ; '; .= es 40lyo Rsideirti i Coii>riti tial Ll 0,lterion . Repair• ;Demo ,.Chang*'of Use. f.,1VXo ce 0 W1NI:f ID 4;f'i'1(•li:'i t'iri. r' I'.. :ii• Plan Review. Contacf.,person: Title: r Phone: 4SIG-3OOI:f Fax:L[p-l-333-38 -3 Email: I L1 (n, r-Owper lrti'onna%ori3PTPhone: Street: l Resident of property? City; State Zip: 2r3 .3 l L :J a :.,: ,ta':CoiiFator Information Name -Thr - c— t--' ,hon- _ ' `-:- 5 -'Qc Street: TSLo Fax q0 -`l -•' ``6'S3 _ City, State Zip: rt State License No. Architect/Engineer Information Name- Phone: Street- Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR• IMPROVEMENTS TO YOUR PROPERTY. A NOTICE .OP. COMM*CEII&4'T 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 RECQRDING YOUR NOTICE OF COMiVIENGEM1r M Applica4ien4s-hereby-made-to obtain-"m'workrand-in i 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. 0 FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 5m Edition (2014) Florida Building Code Revised- Junt_39.2015-_ - _- Pcnnil-ApAlicauon: - - - - - Ar NOTICES In-Wd tiowto the-rcqulitnidiiii-of this••permit, there may be additional restrictions applicable to this pmpertythat-may•be- fouridin -the -public records•of this county, and there may be additional permits required from other governmental entities such -as water mann' meat distgcts, state agencies, or €edwW agencies. A ceptaace apewret is verification that I will -wily tiib o*hei of the property of the mqu irements of Florida Lien Law, Fs ?m The 'Gity of• Sanfard requites pSyment of;a• plan•4cyi6W fee at the.time:of permit••submittal. •A -copy. -of the executed contract is required in order'lo calculate a plan review charge and will be considered the -estimated Onstntction value of the job at the time of submittal. The aotpd construction_ value will be fgurad•-bascd on the Current ICC Valuation Table in of ect at the time the pt l'Wh'is issued, in accordance ry th local'tirdinarict. Shoitfil calculated charges figured oil€ tht: executed contract exceed the a&tIal'constiudtiori'vaWe, credit will be,applied tp yourpUTit.fees whpn,the.permit is issued. OWE - --iWs AF'FIDAY T: t 'e.'rtif}i tlI'at A11''of the fo regoirt'g•information is accuFrte rat''' vor•]c w : be d-arie in eomp'liani:e•with a.li ap ticfible,likws regnl'at nr construclion and o Signet . of OwnedAgent Date ti S . v • Print OwoedAgent's Name. signature of Noury-Stm ofFiams . Date. si ' t of Conw ct9dA-zcnt- t Contactor/Ais Name E - signature of No ry-State of Florida Dote CHERYL D AKERS MY COMMISSION # FF998M EXPIFfeS June 05, Z= Nu>)sa•ot5) i'bridanoaaryScr.loe.mao Owner/Agent is Personally•Known * Meor Contracthi5igent is Personally Knoviruto2uie or Produced ID Type of ID Produced ID Type of ID BELOW IS.FOR=•O + + CE -USE ONLY Permits Required:. Building Electi%al. Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Mn. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes 0 No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONIN.G_. 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